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Home My WebLink About1401 W Seminole Blvd (HR reno) (a)LOCATION MAP/►, VICINITY MAP © OpenStreetMap contributors, CC BY -SA LEGAL DESCRIPTION All of blocks 1 and IN, Tier 19; All blocks IN and 2N, Tier 18; All blocks IN and 2N, Tier 17, All that part of West 1/2 of Block 2, Tier 18, lying North of State Road 46; The NE 1/4 of Block 2, Tier 19; All of that land lying North of Block 2N, Tier 17 and North of Block 2N, Tier 18, lying South of State Road 15 & 600; And also all that part of those vacated Rights of Way appurtenant to the above described land; LESS the South 15.00 feet of the North 1/2 of that part of vacated Fulton Street lying West of the East Line of Tier 17 and East of the West Line of Tier 18, All IN FLORIDA LAND & COLINIZATIONS COMPANY LIMITED MAP OF THE ST. GERTRUDE ADDITION OF THE TOWN OF SANFORD, as recorded in Plat Book 1, pages 112 through 117 of the Public Records of Seminole County, Florida. (;entral Florida Regiona H.R. RENOV.ATIONS N Mangoustine Ave Sanford, Flor"Ida 32771 H u nton Brady Project, No. H-12101.00 DRAWING INDEX G000 DRAWING INDEX ■ o G001 CODE SUMMARY ■ o G110 LIFE SAFETY PLAN -1ST LEVEL OVERALL ■ �z �z CC w DEMOLITION LU D111 U) ■ zU O ARCHITECTURAL OO 0 A001 MASTER KEYNOTE LEGEND, NOTES AND SYMBOL LEGEND ■ Q GENERAL G000 COVER SHEET ■ G001 CODE SUMMARY ■ G110 LIFE SAFETY PLAN -1ST LEVEL OVERALL ■ DEMOLITION D111 DEMOLITION PLAN ■ ARCHITECTURAL A001 MASTER KEYNOTE LEGEND, NOTES AND SYMBOL LEGEND ■ A011 DOOR SCHEDULE AND I.G.O., INTERIOR PARTITION TYPES ■ A012 SPECIFICATIONS A061 TYPICAL MOUNTING HEIGHTS ■ A111 FLOOR PLAN -1ST LEVEL ■ A411 REFLECTED CEILING PLAN -1ST LEVEL AREA 1 ■ A601 INTERIOR ELEVATIONS ■ STRUCTURAL S100 PARTIAL ROOF FRAMING PLAN, GENERAL NOTES AND SECTIONS ■ x PLUMBING P101 SPECIFICATIONS, NOTES, SCHEDULES AND LEGEND PLUMBING ■ P201 RENOVATION PLAN FIRST FLOOR PLUMBING ■ FIRE PROTECTION FP101 RENOVATION PLAN FIRST FLOOR FIRE PROTECTION ■ MECHANICAL M101 MECHANICAL LEGEND, SPECIFICATIONS AND NOTES ■ M201 DEMOLITION PLAN FIRST FLOOR MECHANICAL DUCTWORK ■ M202 DEMOLITION PLAN FIRST FLOOR MECHANICAL PIPING ■ M301 RENOVATION PLAN FIRST FLOOR MECHANICAL ■ M302 RENOVATION PLAN FIRST FLOOR MECHANICAL PIPING ■ M401 RENOVATION PLAN ROOF MECHANICAL ■ M501 MECHANICAL SCHEDULES AND DETAILS ■ ELECTRICAL E001 SYMBOL LEGEND, GENERAL NOTES SPECIFICATIONS AND DETAILS ■ E101 LOCATION PLAN FIRST FLOOR ELECTRICAL ■ E201 DEMOLITION/RENOVATION PLANS FIRST FLOOR POWER & SYSTEMS ■ E301 DEMOLITION/RENOVATION PLANS FIRST FLOOR LIGHTING I■ E302 RENOVATION PLAN SECOND FLOOR ELECTRICAL HVAC ■ E303 DEMOLITION/RENOVATION PLANS FIRST FLOOR FIRE ALARM ■ E501 PANEL SCHEDULES ■ E601 PARTIAL RISER DIAGRAM SERVICE #2 NORMAL POWER - ELECTRICAL ■ E602 PARTIAL RISER DIAGRAM SERVICE #1 EMERGENCY POWER - ELECTRICAL ■ E603 PARTIAL RISER DIAGRAM SERVICE #2 NORMAL POWER - ELECTRICAL ■ ARCHITECT HUNTONBRADY ARCHITECTS, P.A. 800 North Magnolia Avenue, Suite 600 Orlando, Florida 32803 407.839.0886 License AAC001744 MEP / FIRE PROTECTION ENGINEER PENINSULA ENGINEERING 2016 Alden Road Orlando, Florida 32803 407.246.1688 STRUCTURAL ENGINEER MCELROY ENGINEERING 1835 Edgewater Drive Orlando, Florida 32804 407.245.8775 l U .John G. Braithwaite AR � OtOt141877 ` IJ ■ r'. ■ it ■ 4 ■ `a ■ E> ■ 7 ■ 13 ■ i3 ■ 1 ■ 11 ■ '12 ■ '13 ■ 1 . ■ 15 16 17 ■ 1 d ■ 19 ■ 20 7 r N 1 ■ 2 ■ ) ■ ■ ;.'i ■ fi ■ 1 ■ it ■ J ■ '10 ■ 1 # ■ 12 ® 13 ■ 14 15 ® i r> ■ 17 ■ 18 20 Copyright ttiuitotAkudyAiohitec(bP.A.AUItglith Res tved.800N. Magnolia Ave., S'uito 600, Olfando, Noiidu 32803 (407) 839-0886 (407) 889-1709/[ax tivww.hcuitonbiacly.coiu IiccnSe AA( 001744 cv R ■ I:a ■ ■ N e ,Vi ■ 1_ K J e t -i e C'r ■ F ■ JE ■ D ■ ■ F3 ■ A 1 ■ 2 e (r ■ 4 ■ ■ ; ■ 7 ■ ■ < ■ i ■ I '1 ■ 1 ? ■ 1 i ■ '14 ■ i 5 ■ '16 ■ 17 rl i . ■ 1I3 ■ , '{ ■ 20 1 ■ 2 ■ 3 ■ r� ■ > ■ ■ 7 ■ s tl ■ 10 ■ i 1 ■ 12 ■ 10 ■ (4 ■ 1h ■ 16 ■ 17 ■ 18 ■ (�) ■ 20 Copyright FhmtonBadyAruhitoc tsP.A. All IZghWReseivod. 800 N. Magnolitt Ave., `Mite 600, Oiiando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbnidy.com License AAC001744 .1 ■ 2 ■ 3 ■ 4 Z.1 o Al DEMOLITION PLAN -1ST LEVEL 1/41' = 1'-0" 4.1 3.1 3 2 I I 1 e 2 ■ ■ 4 ■ 5 ■ 6 ■ 7 ■ 13 ■ 9 ■ 10 13 ■ '14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright UtuitoatkadyAiehitectsP.A. AU 11Ug hLS Re so tve d. 800 N. Magnolia Ave., Shite 600, 0itaildo, Nodda 32803 (407) 839-0886 (407) 539-1709/Rhx www.huutoabtady.coiii license AA0001744 GENERAL. NOTES 0.051 remove existing door and frame 0.055 remove existing window 0.091 remove existing partitions 0.092 remove existing ceiling 0.094 remove existing floor finish ■ ■ 7 ■ s3 ■ cs ■ 1 t) ■ I 1 ■ 12 e 1:3 ■ 14 ■ 15 ■ 16 ■ '17 ■ '18 20 4.1 3.1 3 2 I I 1 e 2 ■ ■ 4 ■ 5 ■ 6 ■ 7 ■ 13 ■ 9 ■ 10 13 ■ '14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright UtuitoatkadyAiehitectsP.A. AU 11Ug hLS Re so tve d. 800 N. Magnolia Ave., Shite 600, 0itaildo, Nodda 32803 (407) 839-0886 (407) 539-1709/Rhx www.huutoabtady.coiii license AA0001744 GENERAL. NOTES 0.051 remove existing door and frame 0.055 remove existing window 0.091 remove existing partitions 0.092 remove existing ceiling 0.094 remove existing floor finish 4.1 3.1 3 2 I I 1 e 2 ■ ■ 4 ■ 5 ■ 6 ■ 7 ■ 13 ■ 9 ■ 10 13 ■ '14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright UtuitoatkadyAiehitectsP.A. AU 11Ug hLS Re so tve d. 800 N. Magnolia Ave., Shite 600, 0itaildo, Nodda 32803 (407) 839-0886 (407) 539-1709/Rhx www.huutoabtady.coiii license AA0001744 R ■ P ■ 0 N ■ �4f1 1... K ■ u ■ P-1 ■ (i ■ ■ E ■ D ■ ■ B ■ A .V '16 056053 MISCELLANEOUS METAL FABRICATIONS 0,000 DEMOLITION 1 ■ 1 q:t ■ 20 Copyright ffunkmaudyAic hitoc ts P.A. All Oglits 05 50 53,AO1 steel angle 0,081 remove existing door and frame Bofid a 32803 (407) 839-0886 (407) 889-1709/[ax www.huntunbatdy.com license AAC001744 05 50 53.AO3 steel plate 0.085 remove existing window 05 50 53,AO5 steel tube 0.091 remove existing partitions 05 50 53.J03 thru-bolt 0.092 remove existing ceiling 06 1053 MISCELLANEOUS ROUGH CARPENTRY 0,094 remove existing floor finish PROJECT NORTH 06 10 53.AO1 wood blocking 0.192 existing ceiling to remain 06 41 16 PLASTIC -LAMINATE -CLAD ARCHITECTURAL 1.000 ARCHITECTURAL CABINETS 1,014 soffit 06 41 16.801 plastic laminate base cabinet 1,101 see Door Schedule for door type NORTH REFERENCE 06 41 16,502 plastic laminate wall cabinet 1,151 see Finish Plan for material and/or finish 06 41 16,803 plastic laminate countertop 1.818 knee space 06 41 16,001 plywood 2.000 SITEWORK TRUE NORTH 06 41 16.E 01 plastic laminate backsplash 3,000 STRUCTURAL l- � .t �> 06 41 16.E 02 plastic laminate cabinet door 3,822 underside of structure Uj - ■ ■ 06 41 16.E03 plastic laminate panel ■ i '7 ■ 1 3 ■ 19 ■ 2 R ■ P ■ 0 N ■ �4f1 1... K ■ u ■ P-1 ■ (i ■ ■ E ■ D ■ ■ B ■ A .V 1 ■ ? ■ ■ 4■ ■ &3 ■ 7 ■ 8 ■ 0 ■ .1 €i ■ 1 i ■ 12 ■ 1:3 ■ 14 ■ '15 ■ '16 056053 MISCELLANEOUS METAL FABRICATIONS 0,000 DEMOLITION 1 ■ 1 q:t ■ 20 Copyright ffunkmaudyAic hitoc ts P.A. All Oglits 05 50 53,AO1 steel angle 0,081 remove existing door and frame Bofid a 32803 (407) 839-0886 (407) 889-1709/[ax www.huntunbatdy.com license AAC001744 05 50 53.AO3 steel plate 0.085 remove existing window 05 50 53,AO5 steel tube 0.091 remove existing partitions 05 50 53.J03 thru-bolt 0.092 remove existing ceiling 06 1053 MISCELLANEOUS ROUGH CARPENTRY 0,094 remove existing floor finish PROJECT NORTH 06 10 53.AO1 wood blocking 0.192 existing ceiling to remain 06 41 16 PLASTIC -LAMINATE -CLAD ARCHITECTURAL 1.000 ARCHITECTURAL CABINETS 1,014 soffit 06 41 16.801 plastic laminate base cabinet 1,101 see Door Schedule for door type NORTH REFERENCE 06 41 16,502 plastic laminate wall cabinet 1,151 see Finish Plan for material and/or finish 06 41 16,803 plastic laminate countertop 1.818 knee space 06 41 16,001 plywood 2.000 SITEWORK TRUE NORTH 06 41 16.E 01 plastic laminate backsplash 3,000 STRUCTURAL l- 06 41 16.E 02 plastic laminate cabinet door 3,822 underside of structure Uj - 06 41 16.E03 plastic laminate panel 4.000 PLUMBING 0 � 06 41 16.E01 plastic laminate drawer 4,203 sink a- z 06 41 16.FO1 plastic laminate shelving 5.000 FIRE PROTECTION 06 41 16,G01 cabinet pull 5.051 fire sprinkler head 06 41 16.G06 pvc edge banding 6.000 MECHANICAL 06 41 16.H04 adjustable shelf support clip 6.011 supply air diffuser HEIGHT 01 2100 BUILDING INSULATION 6.051 return air grille 100'-0' ELEVATION TARGET 01 21 001801 sound attenuation blanket 6.101 exhaust air rille 1ST LEVEL POINT OF op OF PARAPET 01 8400 FIRESTOPPING 1.000 ELECTRICAL ELEVATION 01 84 0O.B04 fire sealant 1,101 fluorescent light fixture 01 92 00 JOINT SEALANTS 1,102 downlight fixture 01 92 OO.AO1 sealant 1.108 undercabinet light fixture %DETAILED AREA 08 11 13 HOLLOW METAL DOORS AND FRAMES DETAIL NUMBER- •.if-ft,14% i1 13.001 steel door frame �08 Al SIM1DETAIL REFERENCE 0811 13D01 steel frame anchor A101 08 81 00 GLASS GLAZING SHEET NUMBER ,,`d.i 0881 OO.EO4 insulating heat strengthened low E glass 0061 0OPO4 insulating tempered low E glass 01321 16 GYPSUM BOARD ASSEMBLIES 0921 16.A01 gypsum board stud wall partition - see SECTION partition types NUMBER AlSIM 09 21 16,501 gypsum board A101 SECTION REFERENCE 09 21 16.802 fire -rated gypsum board SHEET NUMBER 09 21 16,C01 metal stud 09 21 16.004 metal stud track 09 21 16.D02 metal hat channel furring 09 21 16.E01 corner bead 09 51 13 ACOUSTICAL PANEL CEILINGS ELEVATION Al SIM 0951 13.AO1 suspended acoustical panel ceiling system NUMBER 09 68 16 SHEET CARPETING ARROWS POINT A101 ELEVATION REFERENCE TO ELEVATIONS 09 91 00 PAINTING DRAWN SHEET NUMBER ""' COLUMN DESIGNATION NEW EXISTING COLUMN COLUMN REVISION NUMBER SCOPE OF REVISION DOORS ARE TO RECEIVE THE NUMBER OF THE ROOM WHICH IT SERVES. IF MORE THAN ONE DOOR SERVES 200-A DOOR 4 FRAME TAG THE ROOM A LETTER DESIGNATION FOLLOWS THE DOOR NUMBER. 1, SOLID LINES INDICATE NEW CONSTRUCTION FOR THIS DIVISION, SCREENED LINES INDICATE EXISTING CONSTRUCTION TO REMAIN OR NEW CONSTRUCTION COVERED IN ANOTHER DIVISION, CONFERENCE 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING RELATED CONDITIONS AND REPORT DISCREPANCIES TO ROOM ROOM NAME 4 NUMBER THE ARCHITECT AND OWNER'S REPRESENTATIVE, 101 3, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED FACILITIES ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS WALL TYPE NUMBER SEAL OR EXTEN51ON6 ARE REQUIRED, 4, METAL STUD PARTITIONS ARE DIMENSIONED FROM FINISHED FACE OF PARTITION TO FINISH FACE OF PARTITION OR GRID LINE OR TO FINISHED FACE OF EXISTING WALLS AND COLUMNS EXCEPT WHERE NOTED OTHERWISE. KOOO KEYNOTE REFERENCE U 5. WHERE A RATING HAS BEEN GIVEN TO A NEW OR EXISTING WALL: No. 1: CONTRACTOR SHALL REMOVE ALL John G. Braithwaite AFRI 0014877 EXISTING ITEMS THAT ARE MOUNTED ON WALLS, CABINETS, CEILINGS, ETC., TO ALLOW FOR THE COMPLETE INSTALLATION OF NEW FINISHES AND MILLWORK. No, 2: EXISTING ITEMS THAT WERE REMOVED DURING G000 NOTE REFERENCE CONSTRUCTION SHALL BE REINSTALLED AS DIRECTED BY OWNER. ALL PENETRATIONS MUST BE SEALED AND Central Florida PROPERLY FIREPROOFED PER RATING REQUIREMENTS. SEE 'G' SERIES LIFE SAFETY PLANS FOR THE FIRE RATING DESIGNATIONS, Regional Hospital 6, REFER TO SHEETS A041 FOR PARTITION TYPES. SPECIFIC PARTITION TYPES ARE AS LABELED UNTIL A1010 100 EQUIPMENT REFERENCE fl R H.R. RENOVATIONS TERMINATED BY CORNER OR LINE. SMOKE TIGHT WALLS (DESIGNED TO RESIST THE PASSAGE OF SMOKE) A110 HAVE PRIORITY OVER NON -RATED WALLS. FIRE RATED WALLS HAVE CONTRUCTION PRIORITY AT ALL LOCATIONS, O ID EXTERIOR GLAZING 1. WHEN TWO DIFFERENT WALL TYPES APPEAR ADJACENT TO EACH OTHER, FINISH WALL SURFACES MUST ALIGN, 8. WHEN A WALL TYPE BUTTS UP TO AN EXISTING COLUMN OR WALL, FINISH WALL SURFACES MUST ALIGN. INTERIOR GLAZING ID 9. REFER TO 'A100' SERIES DRAWINGS FOR COORDINATION DETAILS AND DIMENSIONS OF EQUIPMENT ITEMS Hunton MILLWORK AND WALL PROTECTION. 10, IN -WALL BLOCKING SHALL BE INSTALLED AS PER SECTIONS 06 10 53 AND O9 21 16 OF THE SPECIFICATIONS, BASE CEILING A R C H i T E c -r s AND PROVIDED FOR EQUIPMENT ITEMS THAT REQUIRE IN -WALL BLOCKING. SEE SECTION 0113 29 'CUTTING AND XX -0 WALL PATCHING', X-01 XX- I ROOM FINISHES XX -(d DATE SUBMIS I N NO. FLOOR 11, REFER TO DIVISIONS 'FP', 'P', 'M' AND 'E' FOR COORDINATION OF MECHANICAL AND ELECTRICAL WORK. 01.06.12 CONSTRUCTION DOCUMENTS 12. ALL OUTSIDE CORNERS OF MILLWORK COUNTERTOPS NOT TERMINATING AT A WALL REQUIRE A 3' RADIUS. / ACCENT WALL FINISH AND LIMITS 13. REFER TO SPECIFICATIONS SECTIONS 03 30 01 AND 09 66 23 FOR FLOOR SEAL AND LEVELING REQUIREMENTS OF EXISTING SLABS, II -0 MISCELLANEOUS FINISH OR NOTE MASTER KEYNOTE LEGEND, NOTES AND SYMBOL LEGEND Al MASTER KEYNOTE LEGEND A10 GENERAL CONSTRUCTION NOTES A10 SYMBOL LEGEND PROJ. NO.H- 2 0.00 SHEET DRAWN Author A®01 NO SCALE NO SCALE NO SCALE 1 ■ ? ■ ■ 4■ ■ &3 ■ 7 ■ 8 ■ 0 ■ .1 €i ■ 1 i ■ 12 ■ 1:3 ■ 14 ■ '15 ■ '16 ■ '17 ■ 1 ■ 1 q:t ■ 20 Copyright ffunkmaudyAic hitoc ts P.A. All Oglits lie so we d. 800 N. Magnolia Ave., Suite: 600, 0dando, Bofid a 32803 (407) 839-0886 (407) 889-1709/[ax www.huntunbatdy.com license AAC001744 • - i 1 ■ ■ <3 ■ ■ ti ■ % ■ ■ 3 ■ :) ■ 10 ■ 11 ■ 12 ■ 13 ■ '14 ■ '15 ■ ! i ■ 17 ■ i i3 ■ 1 � ■ 20 OPENING DOOR FIRE FRAME HDW KEYNOTE LEGEND NUMBER NAME WIDTH HEIGHT TYPE MATERIAL FINISH GLASS RATING TYPE MATERIAL FINISH HEAD JAMB THRESH'D SET REMARKS DOOR 06 10 53.AOI wood blocking 100 OFFICE 3'-0' 1'-0' A WP PR -01 -- -- A 5T PA -01 K1/A011 K4/AOI1 -- 2 01 21 00.801 sound attenuation blanket 101 OFFICE — 3'-0' 1'-0' A WP PR -01 -- -- A 5T PA -01 _ Kl/AOi) K4/AO11 -- 2 NO. SPEC. NO. MATERIAL 01 84 0OB04 fire sealant 102 OFFICE 3'-0' 1'-0' A WP PR -01 -- -- A 5T PA -01 Kl/AOII K4/AO11 -- 2 WP 08 14 23.801plastic- laminate- faced wood door 01 92 00.AO1 sealant 103 OFFICE 3'-0' 1'-0" A WP PR -01 -- -- A ST PA -01 Kl/AOII K4/A011 -- 2 - - - - 08 11 13.001 steel door frame 104 BREAK ROOM 3'-0' 1'-0' A WP PR -01 -- -- A ST PA -01 Kl/AOiI K4/A011 -- 3 OS 11 13AO1 steel frame anchor 105 CONFERENCE 3'-0' 1'-0' A WP PR -01 -- -- A 5T PA -01 K1/AO11 K4/A011 -- 2 09 21 16.501 gypsum board 106 COMPUTER LAB 3'-0' 1'-0' A WP PR -01 -- -- A 5T PA -01 K1/AO11 K4/A011 -- 1 �� 09 21 16,802 fire -rated gypsum board 101 RECPT, 3'-0' 1'-0' A WP PR -01 -- -- A ST PA -01 K1/AOII K4/AO11 -- 1 09 21 16,C0I metal stud 09 21 16.004 metal stud track GENERAL NOTES A 0,192 existing ceiling to remain 1,101 see Door Schedule for door type Al VIEW NAME TYPE SPEC. NO, FINISH MANUFACTURER SERIES / PATTERN / TYPE COLOR NOTES 1,151 see Finish Plan for material and/or PR -01 1,081 prefinished Match Hospital Standard finish NO SCALE 3.822 underside of structure SEE PARTITION TY E5 08 11 13.D01 NO. SPEC. NO. MATERIAL 08 11 13,C01 1.101 ' 09 21 16,CO4 to O8 11 13.GO1 FRAME Z O NO. SPEC. NO. MATERIAL 5T 06 II 13.001 steel door frame " tx 4' 2' O _ 1.101 0 09 21 1:(o7(::; 071 1 s 15 z DOUBLEIL IL-11 o � �n o � c> - n n m r4, K1 HEAD DETAIL K4. JAMB DETAIL 3" = 1'-0" A El 1 1 TYPE SPEC. NO. FINISH MANUFACTURER SERIES / PATTERN / TYPE COLOR NOTES PA -01 09 91 00 Paint Match Hospital Standard HW SET 1 HW SET 3 'PRODUCTS SPECIFIED MFGR. ACCEPTABLE SUBSTITUTE EACH TO HAVE: EACH TO HAVE: 1.Butt Hinges Hager McKinney 2.0 PR BUTTS 4'/2 X 4'/2- BB1279-26D 1.5 PR BUTTS 4 1/2 X 4 1/2- 1279-26D Swing Clear Hinges 1.0 LOCKSET CL3355-NZD-26D 1.0 PASSAGE SET CL3310-NZD-26D 1.0 DOOR CLOSER DC6200-689 1.0 WALL BUMPER 406-32D 2.Locksets, Latch- Corbin/Russwin None -Central Florida Regional 1.0 KICKPLATE 8" X 2" LDW-32D X B3E 3.0 SILENCERS Q146 -BEIGE Sets, Privacy Sets, Hospital Std. 1.0 WALL BUMPER 406-32D Cylinders, Keys, 3.0 SILENCERS Q146 -BEIGE and Keying 3.Door Closers Corbin/Russwin None -Central Florida Regional HW SET 2 Hospital Std. EACH TO HAVE: 4.Protections Plates, Rockwood Manufacturing Trimco, H. B. Ives, 1.5 PR BUTTS 4 '/2 X 4'/2- 1279-26D Wall Bumpers, G -J 1.0 LOCKSET CL3351-NZD-26D Floor Stops 1.0 WALL BUMPER 409-32D 5.Door Seals Pemko Manufacturing National Guard, Reese, 3.0 SILENCERS Q146 -BEIGE Zero G1 DOOR HARDWARE INFORMATION A10 DOOR AND FRAME LEGEND NO SCALE NO SCALE SEAL 09 21 16,CO4 3 5/8'O9 21 16.004 n..: 4 . a a. a PARTITION TYPE LETTER DESIGNATIONS PARTITION TYPE NOTES I1' _ 3.822 3.822 a A NON -RATED 1. REFER TO THE EIRE RESISTANCE DESICxN MANUAL',LATEST a �1ai37� 44ohn G. Brai�th�wvaite 015400 AT RATED PARTNS, B NON -RATE D/50UND ATTENUATION EDITION PUBLISHED BY THE GYPSUM ASSOCIATION AND UL FIRE 011320 ONE 51DE AT - z CLOSE OPEN DUCTS W/ d4. RE616TANCE DIRECTORY, LATEST EDITION FOR ADDITIONAL TYPES C AND p 6 MIL FIRE RETARDANT C 6MOKE-RE515TANt06 10 53A01 INFORMATION, THE DESIGN MANUAL'S GENERAL Central Florida POLYETHYLENE --- D 6MOKE-RE515TANT/60UND ATTENUATION EXPLANATORY NOTES PERMIT MODIFICATIONS AND ---- SEAL W/ DUCT TAPE a.` FIRE RETARDANT 5U55TITUTION6 WITHOUT DEGRADING THE FIRE RE616TANT RATING, Regional egional Hospital E 1 HR. FIRE RESULTING FROM INCREASING STUD DEPTHS, STUD GAUGES, La*)F 1 HR. FIRE/SOUND ATTENUATION WALLBOARD THICKNESS, NUMBER OF LAYERS, AND CHASE H.R. RENOVATIONS _ 01 21 00.801 WHERE NOTED CLOSE CEILING SPACE W/ 6 MIL WALL DIMEN51ON5. FIRE RETARDANT G I HR, FIRE/SMOKE BARRIER 09 21 16.001 3 5/8' AT 16' O.G. POLYETHYLENE -SEAL ALL 2, MEET OR EXCEED THE PARTITION TYPE REQUIREMENTS H 1 NR. FIRE/SMOKE BARRIER/SOUND ATTENUATION O9 21 16.CO1 AT 16" O.C, JOINTS, PENETRATIONS 4 INDICATED. PERIMETER W/ DUCT TAPE, J 2 HR. FIRE 3, USE DIRECT ATTACHED SYSTEMS FOR UL TESTED FIRE RATED - PARTITION TYPE - 09 21 16.801 5/8" SEE FLOOR PLANS K 2 HR. FIRE/SOUND ATTENUATION WALLBOARD SYSTEMS, - O9 21 16.801 - 06 10 53,A01 L 2 HR. FIRE/SMOKE BARRIER 09 21 16.802 5/8' AT RATED 20 GAUGE STEEL PLATE - 4, REFER TO THE LIFE SAFETY PLANS AND (ARCHITECTURAL) PARTITIONS SCREW TO STUDS FIRE RETARDANT M 2 HR. FIRE/SMOKE BARRIER/SOUND ATTENUATION 'FLOOR PLANS" FOR PARTITION TYPE LOCATIONS, FIRE RATINGS, Hunton ► 09 21 16.004 3 5/8' SMOKETIGHT AND SECURITY RATINGS. 09 21 16.004 SEAL AROUND ALL PIPE I N 3 HR, FIRE �`�0 AND DUCT PENETRATIONS IN 0.192 EXISTING P 3 I /S 0 5. GYPSUM TILE BACKER BOARDS: SEE FINISH SCHEDULE NOTES FOR A H i r E c r 1,151 THE PARTITION AND FIRE I ' HR F RE M KE BARRIER LOCATING BACKER BOARDS BEHIND TILE, CUT STONE VENEER, 01 92 00A01 _ 5 1� RETARDANT POLYETHYLENE Q 4 HR. FIRE CERAMIC TILE, PLASTIC SANITARY WALL PANELS. USE EQUIVALENT �1-0' O'-0' �p�\ BARRIER W/ DUCT TAPE 1 01 21 00.801 RATED PRODUCT TO WALLBOARD SUBSTITUTED. R 4 NR, FIRE/SMOKE BARRIER DATE SUBMISSION NO. A AFF"�� 09 21 16.001 3 5/8" AT 16' O.C. 6. SEE SPECIFIC DETAIL DRAWINGS AND SPECIFICATIONS FOR OFFSET S FOR ABUSE RESISTANT ASSEMBLIES 01.06.12 CONSTRUCTION DOCUMENTS CONDITIONS AT THE TOP OF PARTITION, PLAN CONFIGURATIONS AND TYPE1A NON -RATED 01 92 00.A01 OCCUPIED RENOVATION T FOR ABUSE RESISTANT ASSEMBLIES PROJECT CONDITIONS. TYPE 1B NON-RATED/SOUND ATTENUATION SIDE -T- > U FOR ABUSE RES15TANT ASSEMBLIES 1, EQUIPMENT AND ACCESSORIES WHICH REQUIRE INTERNAL TYPE 1G SMOKE -RESISTANT I `, REINFORCEMENT, BLOCKING AND BACKING PLATES ARE TYPE 1D SMOKE-RESISTANT/SOUND ATTENUATION TYPE 16A 3 5/8' STUDS NOTES: V FOR ABUSE RESISTANT ASSEMBLIES TYPE 16B 2 1/2 STUDS 1 09 21 16 BO1 5/8' DESCRIBED IN OTHER SPECIFICATIONS SECTIONS. SEE TYPICAL TYPE 1E 1 HR, FIRE PLASTER TAPE ALL JOINTS, 1 : _ W USER PREFERENCE MOUNTING SUPPORT DETAIL ON THIS SHEET, TYPEIF 1 HR. FIRE/SOUND ATTENUATION TYPE 16C 15/8' STUDS SECURE ALL TAPE W/ RAM -TACK TYPE 16D 6' STUDS HIGH TACK SPRAY OR EQUAL. I 09 21 16.004 3 5/g" X USER PREFERENCE 8, WHERE 5051. OR GREATER OF A SMOKE COMPARTMENT 15 TYPE 1G 1 HR, FIRE/SMOKE BARRIER - I ; Y USER PREFERENCE RENOVATED, THE CONTRACTOR SHALL VERIFY AND REPAIR AS. TYPE 1H 1 HR, FIRE/SMOKE BARRIER SOUND ATTENUATION FINISH OCCUPIED SIDE W/ GLO55 I REQUIRED THE ENTIRE SMOKE BARRIER (OR A PORTION OF) TO BE TEST REF: UL U465 PAINT, 1 O�_O� Z USER PREFERENCE A COMPLIANT FIRE RATED SMOKE BARRIER WALL A5 INDICATED AFF ON THE 'LIFE SAFETY PLANS" AND 'FLOOR PLAN' SHEETS, DOOR SCHEDULE AND I.G.O., PARTITION TYPE 1 PARTITION TYPE 16 MOUNTING SUPPORT DTL TEMPORARY PARTITION DETAIL INTERIOR PARTITION TYPES Al INTERIOR PARTITION TYPES PROJ. NO.H-11101.00 SHEET DRAWN SRT i". NO SCALE •V '17 2 18 r� 20 1 ■ ■ <3 ■ ■ ti ■ % ■ ■ 3 ■ :) ■ 10 ■ 11 ■ 12 ■ 13 ■ '14 ■ '15 ■ ! i ■ 17 ■ i i3 ■ 1 � ■ 20 OPENING DOOR FIRE FRAME HDW KEYNOTE LEGEND NUMBER NAME WIDTH HEIGHT TYPE MATERIAL FINISH GLASS RATING TYPE MATERIAL FINISH HEAD JAMB THRESH'D SET REMARKS DOOR 06 10 53.AOI wood blocking 100 OFFICE 3'-0' 1'-0' A WP PR -01 -- -- A 5T PA -01 K1/A011 K4/AOI1 -- 2 01 21 00.801 sound attenuation blanket 101 OFFICE — 3'-0' 1'-0' A WP PR -01 -- -- A 5T PA -01 _ Kl/AOi) K4/AO11 -- 2 NO. SPEC. NO. MATERIAL 01 84 0OB04 fire sealant 102 OFFICE 3'-0' 1'-0' A WP PR -01 -- -- A 5T PA -01 Kl/AOII K4/AO11 -- 2 WP 08 14 23.801plastic- laminate- faced wood door 01 92 00.AO1 sealant 103 OFFICE 3'-0' 1'-0" A WP PR -01 -- -- A ST PA -01 Kl/AOII K4/A011 -- 2 - - - - 08 11 13.001 steel door frame 104 BREAK ROOM 3'-0' 1'-0' A WP PR -01 -- -- A ST PA -01 Kl/AOiI K4/A011 -- 3 OS 11 13AO1 steel frame anchor 105 CONFERENCE 3'-0' 1'-0' A WP PR -01 -- -- A 5T PA -01 K1/AO11 K4/A011 -- 2 09 21 16.501 gypsum board 106 COMPUTER LAB 3'-0' 1'-0' A WP PR -01 -- -- A 5T PA -01 K1/AO11 K4/A011 -- 1 �� 09 21 16,802 fire -rated gypsum board 101 RECPT, 3'-0' 1'-0' A WP PR -01 -- -- A ST PA -01 K1/AOII K4/AO11 -- 1 09 21 16,C0I metal stud 09 21 16.004 metal stud track GENERAL NOTES A 0,192 existing ceiling to remain 1,101 see Door Schedule for door type Al VIEW NAME TYPE SPEC. NO, FINISH MANUFACTURER SERIES / PATTERN / TYPE COLOR NOTES 1,151 see Finish Plan for material and/or PR -01 1,081 prefinished Match Hospital Standard finish NO SCALE 3.822 underside of structure SEE PARTITION TY E5 08 11 13.D01 NO. SPEC. NO. MATERIAL 08 11 13,C01 1.101 ' 09 21 16,CO4 to O8 11 13.GO1 FRAME Z O NO. SPEC. NO. MATERIAL 5T 06 II 13.001 steel door frame " tx 4' 2' O _ 1.101 0 09 21 1:(o7(::; 071 1 s 15 z DOUBLEIL IL-11 o � �n o � c> - n n m r4, K1 HEAD DETAIL K4. JAMB DETAIL 3" = 1'-0" A El 1 1 TYPE SPEC. NO. FINISH MANUFACTURER SERIES / PATTERN / TYPE COLOR NOTES PA -01 09 91 00 Paint Match Hospital Standard HW SET 1 HW SET 3 'PRODUCTS SPECIFIED MFGR. ACCEPTABLE SUBSTITUTE EACH TO HAVE: EACH TO HAVE: 1.Butt Hinges Hager McKinney 2.0 PR BUTTS 4'/2 X 4'/2- BB1279-26D 1.5 PR BUTTS 4 1/2 X 4 1/2- 1279-26D Swing Clear Hinges 1.0 LOCKSET CL3355-NZD-26D 1.0 PASSAGE SET CL3310-NZD-26D 1.0 DOOR CLOSER DC6200-689 1.0 WALL BUMPER 406-32D 2.Locksets, Latch- Corbin/Russwin None -Central Florida Regional 1.0 KICKPLATE 8" X 2" LDW-32D X B3E 3.0 SILENCERS Q146 -BEIGE Sets, Privacy Sets, Hospital Std. 1.0 WALL BUMPER 406-32D Cylinders, Keys, 3.0 SILENCERS Q146 -BEIGE and Keying 3.Door Closers Corbin/Russwin None -Central Florida Regional HW SET 2 Hospital Std. EACH TO HAVE: 4.Protections Plates, Rockwood Manufacturing Trimco, H. B. Ives, 1.5 PR BUTTS 4 '/2 X 4'/2- 1279-26D Wall Bumpers, G -J 1.0 LOCKSET CL3351-NZD-26D Floor Stops 1.0 WALL BUMPER 409-32D 5.Door Seals Pemko Manufacturing National Guard, Reese, 3.0 SILENCERS Q146 -BEIGE Zero G1 DOOR HARDWARE INFORMATION A10 DOOR AND FRAME LEGEND NO SCALE NO SCALE SEAL 09 21 16,CO4 3 5/8'O9 21 16.004 n..: 4 . a a. a PARTITION TYPE LETTER DESIGNATIONS PARTITION TYPE NOTES I1' _ 3.822 3.822 a A NON -RATED 1. REFER TO THE EIRE RESISTANCE DESICxN MANUAL',LATEST a �1ai37� 44ohn G. Brai�th�wvaite 015400 AT RATED PARTNS, B NON -RATE D/50UND ATTENUATION EDITION PUBLISHED BY THE GYPSUM ASSOCIATION AND UL FIRE 011320 ONE 51DE AT - z CLOSE OPEN DUCTS W/ d4. RE616TANCE DIRECTORY, LATEST EDITION FOR ADDITIONAL TYPES C AND p 6 MIL FIRE RETARDANT C 6MOKE-RE515TANt06 10 53A01 INFORMATION, THE DESIGN MANUAL'S GENERAL Central Florida POLYETHYLENE --- D 6MOKE-RE515TANT/60UND ATTENUATION EXPLANATORY NOTES PERMIT MODIFICATIONS AND ---- SEAL W/ DUCT TAPE a.` FIRE RETARDANT 5U55TITUTION6 WITHOUT DEGRADING THE FIRE RE616TANT RATING, Regional egional Hospital E 1 HR. FIRE RESULTING FROM INCREASING STUD DEPTHS, STUD GAUGES, La*)F 1 HR. FIRE/SOUND ATTENUATION WALLBOARD THICKNESS, NUMBER OF LAYERS, AND CHASE H.R. RENOVATIONS _ 01 21 00.801 WHERE NOTED CLOSE CEILING SPACE W/ 6 MIL WALL DIMEN51ON5. FIRE RETARDANT G I HR, FIRE/SMOKE BARRIER 09 21 16.001 3 5/8' AT 16' O.G. POLYETHYLENE -SEAL ALL 2, MEET OR EXCEED THE PARTITION TYPE REQUIREMENTS H 1 NR. FIRE/SMOKE BARRIER/SOUND ATTENUATION O9 21 16.CO1 AT 16" O.C, JOINTS, PENETRATIONS 4 INDICATED. PERIMETER W/ DUCT TAPE, J 2 HR. FIRE 3, USE DIRECT ATTACHED SYSTEMS FOR UL TESTED FIRE RATED - PARTITION TYPE - 09 21 16.801 5/8" SEE FLOOR PLANS K 2 HR. FIRE/SOUND ATTENUATION WALLBOARD SYSTEMS, - O9 21 16.801 - 06 10 53,A01 L 2 HR. FIRE/SMOKE BARRIER 09 21 16.802 5/8' AT RATED 20 GAUGE STEEL PLATE - 4, REFER TO THE LIFE SAFETY PLANS AND (ARCHITECTURAL) PARTITIONS SCREW TO STUDS FIRE RETARDANT M 2 HR. FIRE/SMOKE BARRIER/SOUND ATTENUATION 'FLOOR PLANS" FOR PARTITION TYPE LOCATIONS, FIRE RATINGS, Hunton ► 09 21 16.004 3 5/8' SMOKETIGHT AND SECURITY RATINGS. 09 21 16.004 SEAL AROUND ALL PIPE I N 3 HR, FIRE �`�0 AND DUCT PENETRATIONS IN 0.192 EXISTING P 3 I /S 0 5. GYPSUM TILE BACKER BOARDS: SEE FINISH SCHEDULE NOTES FOR A H i r E c r 1,151 THE PARTITION AND FIRE I ' HR F RE M KE BARRIER LOCATING BACKER BOARDS BEHIND TILE, CUT STONE VENEER, 01 92 00A01 _ 5 1� RETARDANT POLYETHYLENE Q 4 HR. FIRE CERAMIC TILE, PLASTIC SANITARY WALL PANELS. USE EQUIVALENT �1-0' O'-0' �p�\ BARRIER W/ DUCT TAPE 1 01 21 00.801 RATED PRODUCT TO WALLBOARD SUBSTITUTED. R 4 NR, FIRE/SMOKE BARRIER DATE SUBMISSION NO. A AFF"�� 09 21 16.001 3 5/8" AT 16' O.C. 6. SEE SPECIFIC DETAIL DRAWINGS AND SPECIFICATIONS FOR OFFSET S FOR ABUSE RESISTANT ASSEMBLIES 01.06.12 CONSTRUCTION DOCUMENTS CONDITIONS AT THE TOP OF PARTITION, PLAN CONFIGURATIONS AND TYPE1A NON -RATED 01 92 00.A01 OCCUPIED RENOVATION T FOR ABUSE RESISTANT ASSEMBLIES PROJECT CONDITIONS. TYPE 1B NON-RATED/SOUND ATTENUATION SIDE -T- > U FOR ABUSE RES15TANT ASSEMBLIES 1, EQUIPMENT AND ACCESSORIES WHICH REQUIRE INTERNAL TYPE 1G SMOKE -RESISTANT I `, REINFORCEMENT, BLOCKING AND BACKING PLATES ARE TYPE 1D SMOKE-RESISTANT/SOUND ATTENUATION TYPE 16A 3 5/8' STUDS NOTES: V FOR ABUSE RESISTANT ASSEMBLIES TYPE 16B 2 1/2 STUDS 1 09 21 16 BO1 5/8' DESCRIBED IN OTHER SPECIFICATIONS SECTIONS. SEE TYPICAL TYPE 1E 1 HR, FIRE PLASTER TAPE ALL JOINTS, 1 : _ W USER PREFERENCE MOUNTING SUPPORT DETAIL ON THIS SHEET, TYPEIF 1 HR. FIRE/SOUND ATTENUATION TYPE 16C 15/8' STUDS SECURE ALL TAPE W/ RAM -TACK TYPE 16D 6' STUDS HIGH TACK SPRAY OR EQUAL. I 09 21 16.004 3 5/g" X USER PREFERENCE 8, WHERE 5051. OR GREATER OF A SMOKE COMPARTMENT 15 TYPE 1G 1 HR, FIRE/SMOKE BARRIER - I ; Y USER PREFERENCE RENOVATED, THE CONTRACTOR SHALL VERIFY AND REPAIR AS. TYPE 1H 1 HR, FIRE/SMOKE BARRIER SOUND ATTENUATION FINISH OCCUPIED SIDE W/ GLO55 I REQUIRED THE ENTIRE SMOKE BARRIER (OR A PORTION OF) TO BE TEST REF: UL U465 PAINT, 1 O�_O� Z USER PREFERENCE A COMPLIANT FIRE RATED SMOKE BARRIER WALL A5 INDICATED AFF ON THE 'LIFE SAFETY PLANS" AND 'FLOOR PLAN' SHEETS, DOOR SCHEDULE AND I.G.O., PARTITION TYPE 1 PARTITION TYPE 16 MOUNTING SUPPORT DTL TEMPORARY PARTITION DETAIL INTERIOR PARTITION TYPES Al INTERIOR PARTITION TYPES PROJ. NO.H-11101.00 SHEET DRAWN SRT i". NO SCALE •V ■ 3 ■ 4 ■ 3 ■ fi, ■ 7 ■ 8 ■ J ■ 1i) ■ 1'i ■ 1.2 ■ i3 ■ '14 ■ '15 ■ 16 '17 2 18 r� 20 C> r (407)839-0886 (407)889-1709/kaxwww.huntonbtady.com ■ 3 ■ 4 ■ 3 ■ fi, ■ 7 ■ 8 ■ J ■ 1i) ■ 1'i ■ 1.2 ■ i3 ■ '14 ■ '15 ■ 16 '17 ■ 18 20 CopyLightHixntonttadyAwhitectsP.E1. All MghthReseivod.800N.MagnoliaAve.,&dt,600,0thindo,Floiida32803 (407)839-0886 (407)889-1709/kaxwww.huntonbtady.com LicensoAAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 7 ■ £3 ■ 3 ■ i 0 ■ 1 ' ■ '12 ■ K.) ■ 1.1 ■ .15 ■ 16 ■ 1 ■ '18 ■ i Ui ■ 20 0100 00 - GENERAL REQUIREMENTS The Word 'Tenant' is interchangeable with 'Owner' and is defined in the construction agreement with the Contractor. Where the word 'Architect' is used in the technical specifications it shall be synonymous and interchangeable with 'Interior Designer.' Unless otherwise noted in the Tenant/Contractor agreement the responsibilities of the contractor shall include the following: 1. Visit the site and become familiar with all existing conditions prior to commencing with the work 2. Review construction documents and advise the Architect of any discrepancies between the documents and existing conditions. 3, Obtain and pay for all building permits. 4. Comply with all applicable federal, state and local codes. 5, Furnish and install materials in compliance with industry standards, as shown on the construction drawings and as specified in the technical specifications and as approved by the Architect. 6, Submit product data, shop drawings and samples where requested in the technical specifications to the Architect for review and approval. 1. Remove existing construction necesaary to permit installation of new construction. Patch, repair and refinish existing work to restore surfaces to original condition or to match, align and blend with the adjacent surfaces, 8. Construct a physical barrier to prevent the passage of sound and air between the new and existing construction. 9. Coordinate any work affecting the use of, or restriction to, access to adjacent occupied spaces with the Tenant's suite prior to proceeding with such work. 10. Coordinate the interruption of existing utilities with the Tenant(s) of the adjacent occupied space(s). i1, Obtain and pay for all testing from approved testing laboratories for material testing required by applicable regulatory agencies and codes. 12. Conduct periodic progress meetings with Tenant and the Architect. 13. Provide a temporary protected facility for use by the Contractor, Tenant and the Architect during construction. 14. Coordinate locations for employee parking, material delivery and site storage with the Tenant. 15. Provide and pay for temporary power, water and sanitary Facilities. 16, Maintain qualified personnel at the site at all times during construction. 11. Employ contractors, subcontractors, and related personnel who have experience in the satisfactory performance of work of similar complexity. 18, Submit periodic pay requests with supporting data to the Architect for review and approval or the Tenant as required in the Tenant/Contractor agreement, 19. Submit detailed cost proposals to the Architect for any changes in the work that affect the construction time or construction amount. 20, Protect all stored products in accordance with the recommendations of the manufacturers. 21. Install all work in accordance with the recommendations of the manufacturers and to the satisfaction of the Tenant and the Architect. 22. Obtain a Certificate of Occupancy from the regulatory agency having jurisdiction prior to occupancy and use by the Tenant. 23. Submit close-out documents, as -built drawings, releases of lien, warranties, guarantees, project keys, operation and maintenance manuals and all other data required to satisfy the conditions of the contractual agreement; 0126 00 - MINOR CHANGES / CONTRACT MODIFICATION The work of this section includes clarifications or changes to the work that affect construction time or costs or both and include the following: a. Requests for Information regarding clarification of the documents shall be initiated by the Contractor and submitted to the Architect b. Construction Change Directives relating to changes in the work and potential changes in time or cost or both shall be initiated by the Architect and submitted to the Contractor c. Change Orders addressing changes in the scope of work, costs and construction time shall be prepared and submitted by the Contractor to the Architect using AIA G101and shall include all supporting data to substantiate any changes in the costs or construction time or both d. Change Orders shall be reviewed and approved or rejected by the Architect and/or the Owner and returned to the Contactor e. Wherever possible all documents shall be transmitted electronically using Newforma Info Exchange with the exception of Change Orders requiring the signature of all parties to the Construction Contract. f. Forms relative to the requirements of this Section will be provided by the Architect to the successful Contractor after award of the Construction Contract. 0133 00 - SUBMITTAL. PROCEDURES 01 92 00 - JOINT SEALERS 09 68 16 - SHEET CARPET Submit product data, shop drawings and samples where 1, Provide all labor, materials, tools equipment and perform all 16, Apply sealant in accordance with manufacturer's application 1. Furnish and install direct glue down type sheet carpet at requested in the technical specifications to the Architect for work and services for all sealant work, where the words caulk, manual and instructions, using proper nozzle size on clean, dry, locations shown on the drawings. Work of this section includes review and approval. caulking or sealant are shown on the drawings or specified. properly prepared substrate, minor floor corrections such as filling holes, cracks, joints and Although such work is not specifically indicated, Furnish and applying material to align finish flooring with adjacent finish a. Wherever possible submittals shall be transmitted install all supplementary or miscellaneous items, appurtenances Force sealant into joint and against sides of joint to make surfaces. electronically to the Architect using the Newforma Info and devices incidental or necessary for a sound, secure and uniform. Avoid pulling of the sealant from the sides. Coordinate a. The specific manufacturer(s), materials, styles, colors Exchange thru the Internet wherever possible. Hard copy watertight condition. the depth of all back-up material to comply with the and patterns are shown on the drawings. submittals should be limited to samples and large format recommended depth of the sealant manufacturer for the drawings that are not prepared electronically. 2. For addition (nforamation refer to sections on Firestopping, particular application, Fill joint space completely with sealant, 2. Submit product data and samples of the selected Steel Doors and Frames: Section and Gypsum Board materials for review and approval. Submit shop drawings b, Forms relative to the requirements of this Section will Assemblies. 11. Tooling is required to ensure firm full contact with the ldentifying the location of each selected carpet. Include the be provided by Architect to the successful Contractor interfaces of the joint. Tool joints to form smooth, uniform location of all carpet patterns and carpet seams, after award of the Construction Contract. 3. In general the areas that require sealing but not necessarily beads with slightly concave surfaces. Finish joints shall be limited are the following: straight, uniform, smooth and neatly Finished. Remove any excess 3, Concrete slabs to receive sheet carpet are to have a 05 50 53 MISCELLANEOUS METAL FABRICATIONS sealant from adjacent surfaces of joint, leaving the work in a maximum variation of 1/4' in 10'-01. Where sheet carpet is a. Isolation joints between partitions and window mullions, neat, clean condition, placed over new concrete slabs the slab shall meet minimum 1. Metal fabrications includes items made from steel and aluminum b• Control Joints, requirements of the manufacturer for moisture vapor emission shapes, plates, bars, strips, tubes, pipes and castings which are not c, Perimeters of door -Frames, windows, louvers and grilles, Tooling agents should only be used if recommended by the per ASTM F1869 and alkalinity per ASTM F110. a part of structural or other metal systems specified elsewhere. d. Joints at penetrations of walls, Floors and decks by piping sealant manufacturer. Where an irregular surface or sensitive joint and other service equipment, other than Firestopping. border exists, the applicator shall apply masking tape at the 4, The selected carpet shall have the Following minimum 2. Miscellaneous metals are to include primed steel, galvanized e. Other joints or bedding where caulking, sealant or edge of the joint to insure joint neatness and protection. Tape performance characteristics: steel and aluminum• compressible sealant is specified, indicated or required, to be removed after sealant is applied, a. Critical Radiant Flux: Not more than 0.45 watts per 3. Although such work is not speciFlcally indicated, Furnish and 4. Provide the following materials manufactured by one or all of 18. Remove masking tape immediately after joints have been square centimeter. install all supplementary or miscellaneous items, appurtenances and the following manufacturers, or other products that have equal or tooled. b• Smoke density: Less than 450 in accordance with devices incidental to or necessary for a sound, secure and better performance characteristics and are approved by the NFPA 253, complete installation• Architect subject to compliance with Sections 01630 and 01631 Clean adjacent surfaces free from sealant as the application c. Flammability: Federal Flammability Standards CP5C FF of these Specifications. progresses, using solvent or cleaning agent recommended by 1-10 when tested in accordance with ASTM D2959 -10T 4. Types of work of this Section include miscellaneous framing, manufacturer of the sealant used. (Methenamine Pill Test). miscellaneous steel and aluminum angles, shapes and trim. a. Pow -Corning, Sonneborne - Contech Incorporated or d• 10 year warranty against edge raveling, delamination Tremco. Upon completion of the work of this Section, promptly remove of secondary backing, dimensional stablllty and loss of 5. Submit manufacturer's product data for manufactured items to from the job site all debris, empty containers and surplus more than 10% of the Face yarn, include specifications, anchor details and installation instructions, 5, Materials and general location of use for Interior to be material derived from this portion of the Work Tremco Acrylic Latex Caulk; Sonneborne 'Sonelac' meeting the 5. Trowelable Leveling and Patching Compound: Latex 6. Submit shop drawings for fabrication and erection of performance requirements of ASTM C 834 or other products 19. Separate waste in accordance with the Waste Management modified ,hydraulic cement based formulation provided by miscellaneous metal fabrications, Include plana, elevations and acceptable to the Architect ASTM C-834. Color to be Plan. the carpet manufacturer details of sections and connections• Show anchorage and Manufacturer's standard white. accessory items. Provide templates for anchor and bolt Close out and seal tightly all partly used sealant containers and 6. Adhesives: Water-resistant, mildew resistant, non -staining installation by others, 6. Exterior to be pow -Corning Silicone Building Sealant store protected In well -ventilated, fire -safe area at moderate pressure sensitive type, nonflammable recommended by the No,190, complying with A5TM 0920, Type S, Grade N5, Class temperature. carpet manufacturer 1. Install the work of this Section in accordance with approved 100/50 for all exterior expansion and control joints and shop drawings or where not shown in approved shop drawings, structural attachment for panel systems, or Dow -Corning Silicone Place used sealant tubes and containers in areas designated for 1. All concrete slabs are to be dry, clean, smooth, structurally coordinate the material and means of installation with the Building Sealant No. 195, complying with ASTM 0920, type S, hazardous materials. sound and free of dust, solvent, paint, wax, oil or other Architect using proven details of fabrication and support, Grade NS, Class 50 for all structural and non-structural glazing. materials that would affect proper adhesion. Install leveling 1100 - HARDWARE and patching compound to level slab within the acceptable 06 4116 - PLASTIC LAMINATE FACED WOOD CA13INETS08 Color to be selected by Architect, tolerances, fill holes, cracks and joints and to provide proper 1. Provide door hardware to match building standards unless alignment of carpet with adjacent finish materials. Trowel 1. All cabinets and related items are to com I with the p y 1. Joint Cleaner as recommended by sealant manufacturer. Joint noted otherwise in a hardware schedule. Where no hardware compound to a feather edge. minimum standards of the Architectural Woodwork Institute for Primer -Sealer as recommended by sealant manufacturer. Bond schedule is provided a description of door hardware 'Custom Grade' flush overlay style cabinets, Breaker Material recommended by sealant manufacturer, self- requirements will be found on the drawings, 8. Apply adhesive in accordance with the recommendations of adhesive type where possible, the carpet manufacturer. Cut carpet to proper length and set 2. All laminate materials to comply with NEEMA LD 3, 2. Submit shop drawings and product data identifying each flat before installation. Set as required to fully bond to the Acceptable manufacturers include: 8, Sealant Backer Rod: Rod stock of polyethylene, door and frame to include location, size and swing of door adhesive. Scribe edges adjacent to vertical faces. In polyethylene jacketed polyurethane foam or other flexible, non- and description of hardware, corridors install carpet in the long direction• a. Formica Corporation absorbent, non -bituminous materials recommended by sealant b, Wilsonart manufacturer. 3, Furnish templates and approved hardware schedule for 9. Attic Stock: Retain for the Owner 2% of the total amount of C, Nevamar each door to related material suppliers to ensure accurate yardage for each carpet type selected. For other services, provide products especially formulated for fitting of all finish hardware. 3. Submit cabinet shop drawings and samples of finished the proposed use and approved in advance by the Architect, 09 9100 - PAINTING materials. 4. Install hardware In accordance with the manufacturer's 4, All casework exposed to view including edge treatment 9, Primers: Use only those primers, which have been tested for durability on the surfaces to be sealed and are specifically instructions and templates provided for each item of hardware, 1. A I paint to all surfaces exposed to view at locations AppI9 p p to have high pressure decorative laminate (HPDL), .048 inch recommended for this installation b the manufacturer of the y 08 81 00 - GLAZING shown on the Drawings, on horizontal surfaces and .028 inch on vertical surfaces, sealant used, a, The paint manufacturer, color selections and locations 5. All concealed and semi- concealed surfaces to have 10. Back -u Materials: Use onl those back-up materials which p y p 1. Provide lass in t e and thickness shown on the drawings. All interlar glass shall be tempered with a minimum thickness of are shown on the drawings. black matte finish .020' thick melamine HP1)L other than doors which are to have thick HPDL balancing sheets, are specifically recommended for this installation by the 1/4'. Glass in fire rated walls shall be I/4' thick clear wire glass 2. Apply paint to all items exposed to view that are not •028' manufacturer of the sealant used, which are non-absorbent and or fire rated ceramic glass 1n an approved rated assembly. , factory preffnished to include; which are non -staining. 6. Cabinets are to be constructed with 1 x white pine framing, 3/4' I wood sides and bottoms and 1 1/4' I wood backin p y p y g• provide an 11. Masking tape: For masking around joints, p 2. Submit product data and shop drawings to .include type and size of glass for each glazed opening shown on the a. Interior metal work b. Exposed electrical conduit, electrical panels and Doors are to be 3/4' medium density particleboard, shelving appropriate masking tape which will effectively prevent drawings. other electrical work, 3/4' medium density particleboard for spans to 361, 1-1/16' for application of sealant on surfaces not scheduled to receive it c• Pipes and ducts including color coding and pipe spans from 36' to 481, Shelf supports shall be multiple holes and which is removable without damage to substrate. 3, Install glass in accordance with the approved shop hangers. with dual pins, drawings and instructions of the glazing manufacturer. d. Access doors and panels, 12, Examine the areas and conditions under which work of this 1. Hardware is to include European Style x 110 degree opening hinges; 4' aluminum wire drawer and door pulls• Section will be performed. Correct conditions detrimental to timely and proper completion of the work Do not proceed 09 2116 - GYPSUM BOARD ASSEMBLIES 3, Submit product data to include product fire resistance, application instructions and material safety data sheets for all Drawers are to have 100 Ib. standard extension heavy duty slides, until satisfactory conditions are corrected, 1. Furnish and install metal studs, metal furring, metal trim, related items specified. 8. Countertops are to be 3/4' medium dparticleboard Apply only on surfaces that are dry, sound and well brushed, and dust. dust by blown components and gypsum wallboard in accordance with the wall es and fire ratings shown on the drawings. tensity yp g g • 4. Submit samples of each type of color and finish for review free from Remove mechanically compressed and approval prior to applying paint. with 1-1/2' leading edge unless shown otherwise on the drawings with matching backs lashes. g g p air if so required. Remove all oil and grease, Steel Surfaces: Hollow metal frames. Steel surfaces in contact with sealant. Clean 2. Submit product data to include description of all materials 5. The paint manufacturer and specific paint finish are shown as required to achieve acceptable surface for bond. Scrape to be used. on the Drawings. 9, Install all cabinets plumb, true and level at locations shown the metal or wire brush to remove mill scale and rust. Use 3. Materials include: on the drawings• Adequately secure to solid backing solvent to remove oil and grease, wiping the surfaces with 6. All paint shall have the following performance provided by others. clean white rags only, a. Metal studs, Stud Runners, 1/8' Furring Channels: characteristics: 10. Solid Polymer Fabrications shall have a maximum deflection Aluminum surfaces in contact with sealants proceed to remove minimum 25 -gauge electro -galvanized; ASTM 0645, a, Products used are to be selected from the of 1/16' over 121. tem orar protective coatings, grease, When p y p s, dirt, oil and g g b. Ceiling Suspension Channels: 1-1/2' 16 -gauge manufacturer's beat quality commercial grade and are to masking tape is used for protective cover, remove the tape galvanized cold rolled steel. be mold and mildew resistant• 11. Comply with manufacturer's written instructions for the just prior to a I in the sealant, Use onl such solvents to p pp y g y c. Gypsum Board: 48' wide by lengths required by 5/8' b. Approved products must meet Volatile Organic pp p g installation of Solid Pol mer Fabrications. Utilize fasteners, y remove protective coatings as are recommended for that thick with tapered edges in lon dimensions, fire rated p g g Compounds standards of a maximum of 150 grams per adhesives and bonding agents recommended by manufacturer purpose by the manufacturer of the aluminum work, and which are where required to be part of a rated assembly - ASTM liter for interior coatings except epoxy coatings may for type of installation indicated. Material that is chipped, non -staining. C36, have a maximum of 245 grams per liter in accordance warped, hazed or discolored as a result of installation or d. Tile Backer Board: 48' wide by 8'-0' long by 5/8' with: fabrication methods will be rejected. 13. When using back-up tube or rod stock, avoid lengthwise thick non-combustible water resistant with glass mat stretching of material. Do not twist or braid tube or rod 1 embedded in the core - ASTM C118. 1. OSHA Instruction, Inspection Procedures For 01 21 00 -THERMAL INSULATION back-up stock, Backer rod shall be compressed 50% when e, Taping and Joint Compounds: ASTM C415. Hazard Communication Standard, CPL2-2, 381). installed in joint. F. Metal Trim: Galvanized Corner Beads and Casing 2, OSHA 29 CPR 1910 1200. 1. Furnish and install mineral wool or fiberglass at locations Beads with expanded flanges - zinc Controls Joints. 3. All paint for use on vertical surfaces shall have an shown on the drawings. For installing back-up material, provide a blunt surfaced tool of g. Reveals and Moldings: 6063-T5 clear annodized eggshell of semi -gloss finish - all paint for use on wood or plastic, having shoulders designed to ride on the extruded aluminum with factory fabricated intersections horizontal surfaces such as ceilings shall have a flat 2. Install the insulation between studs, in construction gaps and adjacent Finished surface and a protrusion of the required and corners manufactured by Fry Reglet or equal, finish unless otherwise shown on the Drawings. at other locations in the thicknesses required to meet the R- dimensions to assure uniform depth of back-up material below. h, Fasteners: Minimum 1' long Type S bugle head self values or the sound transmission coefficients shown on the the sealant, drilling self tapping non -corrosive screws. 1. Prior to starting work, the painting contractor shall review and drawings. 4. Install gypsum board assemblies in configurations and partition accept all substrates, Do not, under any circumstances, use a screwdriver or similar tool types shown on the drawings. 3. Acceptable manufacturers include: for this purpose. 8. Paint shall be applied in accordance with the recommendations a• Install studs spaced 16' on center set in floor and of the manufacturer as follows: a. Thremafiber Using the approved tool, smoothly and uniformly place the back- top runners secured to the structure. Where studs stop b, Certalnteed u material to the depth indicated on the drawings or p p g above the ceiling, provide bracing at 48 on center a. New Construction: C. Owens Corn(n g otherwise required, compressing the back-up material 2551,, to secured to the structure. Install two 20 gauge studs at d. Johns Manville 50% and securing a positive fit. all door jambs, extend and secure to the structure 1. Apply a primer and a minimum of two finish coats 0184 00 - FIRESTOPPING 14. Use only the primer approved by the sealant manufacturer above. b. Install gypsum board vertically with long dimension b. Existing Construction: 1, Furnish and install materials or combination of materials for the particular application and applied in strict accordance with the manufacturer's recommendations. parallel to the studs - stagger joints on each side of the walls, Secure with screws to the stud flanges and 1. Previously painted surfaces with alkyd paint to needed to be an effective barrier against the spread of d runners spaced at a minimum of 12' on center in the stud p be primed with a tinted alkyd based primer, smoke, hot gasses and flames and to maintain the Fire resistance ratings of penetrations of rated construction of 15. Provide an approved bond -breaker where recommended by field and 8' on center at all joints and top and bottom 2. Previous) painted surfaces with a latex or y acrylic based paint generally w111 not require a walls and floors. the manufacturer of the sealant, and where directed by the runners, - p rimer. Architect, adhering strictly to the manufacturers application recommend atlons.Place used sealant tubes and containers in c, Install corner beads at all exposed corners - metal casing beads at ends of all exposed or semi -exposed g p p 3. A minimum of one finish coat shall be applied 2, Furnish and install materials to prevent the passage of smoke, gases or flames through construction gaps between areas designated for hazardous materials. gypsum board. Use clinching tool, staples or screws. over existing painted surfaces. edges of floor slabs and exterior walls, between the top of d. Apply joint tape set in joint compound at all gypsum partitions and underside of the structure above and at all board joints. Apply joint compound in three coats, expansion joints. sanding each coat and applying the succeeding coats a minimum of 2' beyond the preceding coat. 3, Where fire ratings are required use products that are e. All wallboard to receive the shall have a minimum components of an acceptable assembly that has been Level 2 finish, all other gypsum board shall have a minimum approved by a recognized testing laboratory. Level 4 finish in accordance with GA -214. f, Coordinate location of installation of metal reveals 4. Acceptable manufacturers include: and moldings with the installation of steel studs and gypsum wall board at locations and configurations shown a. Thremaffber on the drawings. b• 3M Company 1 ■ ? ■ t ■ ■ ■ ; ■ r ■ ■ �) ■ 1 [ ■ 11 ■ 12 ■ 13 ■ 14 SEAL Y John G. Braid'? vi-afte Al's:Fr €�®1& 377 Central Florida Regional Hospital H.R. RENOVATIONS Hunton liirwl 11 ARCHITECT S DATE SUBMISSION NO. )1.06.12 CONSTRUCTION DOCUMENTS SP'ECIFiCATIONS PROD. NO.H- 2 0.00 DRAWN 5RT SHEET A012, ■ 15 ■ '16 ■ (7 ■ 18 ■ 0 ■ 20 Copyright f untonftudyArohitec is P.A. All16ghts1{eserved. 800 N. 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I".,. ... .1111 F ' . 2 [ t g ) a 3y = .,....11:.a+" R§S %J I $ # .- N N- ,\ 3 t p I j l 12 U 3 F__ - � ° FLOOR FLAN o 1ST LEVEL Al FLOOR PLAN s 1ST LEVEL PROJ. NO.H-12101.00 SHEET DRAWN SRT Al 1 1__,_...__=mmmww 1/411 o � �-o"- �_� . 1 ■ 2 ■ 1 ■ y ■ 5 ■ f; ■ 7 ■ 0 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ '15 ■ .16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright 1liuitonDadyAichitec tsP.A. All RightsResoived. 800N. Magnolia Avc., Suite 600, 0&tndo, No 32803 (407) 839-0886 (407) 839-1709/Fax www,huatonbiady.com Lueuse AAC001744 ;V i 1 ■■ 3 ■ y ■ a ■ 6■ 7 ■ 8 ■ 9■ 11' ■ 11 ■ 1 ? ■ '1 �3 ■ '14 ■ 1' ■ 1 Ei ■ 17 ■ '18 ■ 19 ■ 20 I 4.1 3.1 3 2 1 i - Z.1 Al REFLECTED CEILING PLAN -1ST LEVEL 1/4" = 1'-0" 1 ■ 2 ■ ■ 4 7 12 ■ 1.3 ■ 14 CEILING LEGEND 09 21 16.1301 gypsum board 09 51 13.A01 suspended acoustical panel ceiling system 5.051 fire sprinkler head 6.011 supply air diffuser 6,051 return air grille (0.101 exhaust air grille 1,101 fluorescent light 0 fixture 1.102 downlight fixture 0 1. All ceilings to be 9'-01 U.N.O.. 2. All soffits over casework to be 1'-2- U.N.O.. 3. All ceiling mounted equipment to be coordinated with vendor drawings. SEAL John G. Braithwaite iAR)l 014877 Central Florida Regional Hospital H.R. RENOVATIONS Hunton I 1 iiK A R C H I T E C T S DATE SUBMISSION NO. 01.06.12 CONSTRUCT ION IDOCUMENT5 REFLECTED CEILING PLAN -1ST LEVEL AREA 1 PROJ. NO.b-12101.00 SHEET DRAWN 5RT A41 1 ■ i5 ■ 1F; ■ 17 ■ 1i3 ■ ■ 20 Copyright Wnto nt", dy Atc hite c is P.A. All lug lits Re se the d . 800 N. Mtt g no lia Ave,, SLtit - 600, Oxl<i ndo , Flo lid a 82808 (407) 889-0886 (407) 839-1709/Flt x www.hunto nb to dy.c o m license AAC 001744 t R N P N 0 ■ N ■ L N K ■ ■ ■ ■ E ■ D ■ is ■ A ff. N ns � 1A '12 0 13 N I N 15 ■ 16 ■ 17 18 IN 19 0 20 .1 0 2 0 3 ■ 4 7 12 9 .13 ■ 14 ■ 15 e '16 9 17 ■ 18 ■ 19 0 20 Copyright IkuitutAkudyAw hitec W P.A. All Bights Reseived. 800 N. Magnolia Ave., Suite, 600,0rLndo,Florida 32803 (407)839-0886 (407)839-1709/Fax www1witunbrudy,com license AM001744 KEYNOTE LEGEND 09 21 I6.A01 05 50 53,AOI steel angle 05 50 53.A03 steel plate 06 10 53,A01 05 50 53AO5 steel tube 2X4 FIRE RATE) 05 50 53.JO3 thru-bolt 09 21 16.001 BET. MTL. STUDS 06 10 53.AOI wood blocking .1 3 5/8 WALL ANGLES 0(o 41 16.E013 0(o 41 16.501 plastic laminate base cabinet TO& 41 16,503 1 06 41 16802 plastic laminate wall cabinet 09 21 16801 05 50 53.AOI] 21-11 0(o 41 16,1503 plastic laminate countertop F .;LL_J - - - ------- -- 06 41 l(o.G08 0(o 41 111 p1pood 0(o 41 l(o.EOI plastic laminate backsplash IFF 5 5 50 53.A05t 0 �55e 06 41 I(o.E02 plastic laminate cabinet door -A 06 41 16.E03 plastic laminate panel 2'X21 32, O.C. 06 41 I(b.E01 plastic laminate drawer y 09 51 13.A01 VARIES SEE PLAN _L�A' 05 �0 53,jo 05 50 53.A05 21X2, 9 32, O.C. 06 41 ](br-01 plastic laminate shelving 0(o 41 111 cabinet pull 09 21 l6o.001 PLAN SECTION 0A)05 50 06 41 I6G08 pvc edge banding VARIES _F09 21 16115101 -1 (IBELOW COUNTERTOP) 5ETWEEN 0(o 41 I(o,H04 adjustable shelf support clip SEE PLAN (N.T.S.) I SUPPORTS 09 21 I6.A0I gypsum board stud wall partition - see partition types 013 21 16 D02 VARIES VARIES 05 50 53.AO31 0921 16.301 gypsum board 7/8 6EE PLAN SEE PLAN ANCHOR TO 0921 16.001 metal stud FoS 21 111 [11 FLOOR 0921 I&DO2 metal hat channel furring T1'P.09 09 21111 corner bead 21 16013 EOl 21 l(o.EOI SECTION 09 DI 13,A01 suspended acoustical panel ceiling system N1 PLAN DETAIL N5 CEILING DETAIL N9 CEILING DETAIL N13 CABINET SECTION GENERAL NOTES 1 1/2" 1 1/2" 1'-0" 1 1/2" V -I 1'-0" 1,014 soffit 1'151 see Finish Plan for material and/or finish 06 411(o 1.818 knee space 4.203 sink 1,014 I.O14 06 41 16 E01 /1-01 4,203 !06 !4 1,108 undercabinet light fixture (d6 41 16 E02 2 1-01 0641 I(o 1 303 0(o 41 I6.001 2'-01 0(o 41 l(o ,008 0(o 10 53.AJOI 0(o 41 I&P01] k_1 0(o 41 16.0x08 0 41 a a - 06 41 I6.0x0I 06 41 16.E 0i 06 41 16.CO1 06 41 16,H04 F V�_ - 06 411(o. I 0 f 06 41 41 Tl&.G�01 06 41 lb.I 0 0 0(o 41 I(o.001 MIN. 1.108 WHERE NOTED V V 06 41 16 E O2 06 10 53,A01 —FO(o 41 I6r-01 06 41 16 E03 ADJ. 6' 4X 1.51 J7 CABINET SECTION J10 CABINET SECTION J13 CABINET SECTION J16 CABINET SECTION rjl_o� 910 Ji 60 60 (00 L 1141 21-91 06 41161302 2 EQ, SPACES' 3 EQ. SPACES V, Z 06 4116.503 1 SEAL Z lix,\ I 064116 2- .61 21. 6l 2141 21-61 211.6111 1 Johin G. By-althAvveite 4877 913 (_0_ 11146O 6060 Central Florida Regional HospitalH,R® E13 INTERIOR ELEVATION E16 INTERIOR ELEVATION H.R. RENOVATIONS 1/41v = 11-01, 1/4" 1v-011 J10 6`0Hunton Y 65'-6'1-01 2 EQ. SPACES 11-8 1/2, 3 31-01 1/2, A R C H I T E C T S 1,014 DATE SUBMISSION NO. 0(o 4116.502 1 01,06,12 CONSTRUCTION DOCUMENTS O6 41 16 803 06 4116,503 4-4 -44 N13 6O 60 06 4116.503 INTERIOR ELEVATIONS A8 INTERIOR ELEVATION A11 INTERIOR ELEVATION A15 INTERIOR ELEVATION PROJ. NO.H-12101,00 SHEET DRAWN SRT A601 1/4" =1'-0" 1/4" = V-011 1/411=11-011 .1 0 2 0 3 ■ 4 7 12 9 .13 ■ 14 ■ 15 e '16 9 17 ■ 18 ■ 19 0 20 Copyright IkuitutAkudyAw hitec W P.A. All Bights Reseived. 800 N. Magnolia Ave., Suite, 600,0rLndo,Florida 32803 (407)839-0886 (407)839-1709/Fax www1witunbrudy,com license AM001744 R ■ Ia ■ N ■ M ■ L ■ ■ 3 t -I ■ G ■ F ■ E ■ D ■ ■ B ■ A ;v I (Z.A) j ■ 2 ■ 3 ■ €' ■ ; 5 ■ �3 ■ 7 ■ 8 ■ 9 ■ '10 4.1 3.1 3 f *23'-6" �~ *23'-6" \_, *26'-6" Ilk I I I I I I I I (E) W16X26 L5x3-1/2x3/8 (LLV) x 0'-7" LG SEAT STEEL BEAM TOP CODES AND STANDARDS C FLANGE L4A4 1r� ALL WORK SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS. USE } THE LATEST EDITION UNLESS NOTED OTHERWISE. II u II 1. FLORIDA BUILDING CODE - 2010. II u 3/16[7 =J�� 2. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" - ASCE 7-10. TYPE "Y 3. "STEEL CONSTRUCTION MANUAL" - THIRTEENTH EDITION. CONNECTION 4 "STRUCTURAL WELDING CODE ANSI/AWS D 1 1" AMERICAN WELDING SOCIETY LATEST EDITION ■ — — — *7'-53/8" *T-53/8" *T-53/8" License AAC001744 r (E) W14X22 P,._ GUSSET PL TO BEAM II N (0 cp I Cp c9 I (0 si ■ l 1 ■ 12 ■ 13 ■ €.z ■ 15 ■ 10 ■ 17 ■ ,18 ■ € c1 ■ 20 4.1 3.1 3 f *23'-6" �~ *23'-6" \_, *26'-6" Ilk I I I I I I I I (E) W16X26 L5x3-1/2x3/8 (LLV) x 0'-7" LG SEAT STEEL BEAM TOP CODES AND STANDARDS C FLANGE L4A4 1r� ALL WORK SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS. USE } THE LATEST EDITION UNLESS NOTED OTHERWISE. II u II 1. FLORIDA BUILDING CODE - 2010. II u 3/16[7 =J�� 2. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" - ASCE 7-10. TYPE "Y 3. "STEEL CONSTRUCTION MANUAL" - THIRTEENTH EDITION. CONNECTION 4 "STRUCTURAL WELDING CODE ANSI/AWS D 1 1" AMERICAN WELDING SOCIETY LATEST EDITION GENERAL CONDITIONS 1. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE CONSTRUCTION SITE. 2. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL, MECHANICAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. 3/8" GUSSET PLATE 3. THE GENERAL CONTRACTOR SHALL FIELD DETERMINE AS -BUILT CONDITIONS CONFORM TO AT L4x4 CONNECTION ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. 4. ALL STRUCTURAL MODIFICATIONS TO THE EXISTING BUILDING MUST BE INSPECTED BY A LICENSED STRUCTURAL ENGINEER. COPE L4x4 TO FIT STEEL BEAM TOP STRUCTURAL STEEL NOTES FLANGE 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". LATEST EDITION. STEEL BEAM TOP FLANGE 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE: ANGLES, PLATES ASTM A36 OR A307 ANCHOR BOLTS GALV ASTM A36 4. AN APPROVED LICENSED TESTING COMPANY SHALL VISUALLY INSPECT ALL WELDS. EXCEED THE MBER BEING 5. TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER WELDING (USE L BEAMS GALVANIZED PAINT FOR TOUCHUP OF GALVANIZED STEEL). 6. ALL WELDED CONNECTIONS SHALL BE DONE WITH E70XX ELECTRODES. SHOP AND FIELD WELDS SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO THE F L4x4 TO BEAM AMERICAN WELDING SOCIETY CODE FOR BUILDINGS AWS D1.1. WELDS SHALL DEVELOP THE FULL STRENGTH OF MATERIALS BEING WELDED UNLESS OTHERWISE NOTED. ALL WELDS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE (ANSI/AWS D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED TESTS IN THE STRUCTURAL WELDING CODE IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY. ACCEPTANCE TO BE SUBJECT TO THE INSPECTION AND REVIEW OF AN INDEPENDENT INSPECTION AGENCY. /RTU 7. FIELD STRUCTURAL STEEL TO BE INSPECTED BY QUALIFIED INSPECTORS APPROVED BY THE / STRUCTURAL ENGINEER. FIELD INSPECTION REPORTS TO BE FILED WITH THE STRUCTURAL ENGINEER WITHIN 5 DAYS OF THE TIME OF ACTUAL INSPECTION. INSPECTORS MUST BE NOTIFIED OF ALL PHASES OF CONSTRUCTION BY THE GENERAL CONTRACTOR. 16GA PREMANUF. CURB 8. ALL STRUCTURAL STEEL EXPOSED TO THE EXTERIOR SHALL BE G90 GALVANIZED. PROVIDE NEW 3/8" DIAA307 THRU BOLT AT 24" O.G. AND AT CORNERS THROUGH P.T. NAILER AND CURB BOTTOM FLANGE. --------- PROVIDE (2) WASHERS - (1) TOP AND (1) BOTTOM AND SECURE WITH DOUBLE NUT UNDERNEATH. SUPPORT ANGLE NI N _ _ - - L , �� x W14X22 BEAMS. PROVIDE A (MIN) /�3 \ TYPICAL RTU CURB CONNECTION DETAIL x x -- - I (X\, V' I ( u ) � I- I 3 — - --- — — — — - - - �-� - — - S-1 oo 4F------------------ ---------4-------- I--{-- --_ __ ---- ---- - - - - -�- -- "L4x4x5/16 I III I I I I I I Ii i-_..__�-----___. .._�_- _L- S 00 ■ — — — *7'-53/8" *T-53/8" *T-53/8" License AAC001744 r (E) W14X22 P,._ GUSSET PL TO BEAM II N (0 cp I Cp c9 I (0 � I I N N L4x4 I WITH MECHANICAL CONTRACTOR d N N N I L4x4 TO *7'-10"*7'-10" *7'-10" *T-53/8" "7'-53/8" I *7'-53/8" I GUSSET PL 6 r TYPE 112" I CONNECI I I I I (E) W14X22 N I Cq N I N <CXVy I N I N 4 X x t � N x 3- l `� W .i' W I W W W I W W TYPE "1" CONNECT (E) W14X22 NOTE: — SIZE OF NEW WELDS SHALL THICKNESS OF THE EXISTII` WELDED. DO NOT DAMAGE I I DURING ANGLE INSTALLATI, CONNECTION 2 S1oo 3/4" = 11-0" N X I (E) W18X35 I (E) W14X22 PROVIDEC x 3" LG SELF - TAPPING ------ GASKETS. (2) PER CORNER W (TOTAL OF 8) PLUS AT 12" O.C. AT I PERIMETER OF UNIT CURB. PROVIDE #12 x 2-1/2" LG WOOD SCREWS WITH OVERSIZED WASHERS AT 12" O.C. \ *T-10" I *7'-'10" I *7'-10" I *T-53/8" *T-53/8" I *T-53/8" 17 PROVIDE SOLID P.T. 4x6 OR APPROVED EQUAL BELOW CURB — (E) W14X22 METAL DECK (MIN 22GA) — — — FASTEN METAL DECK TO STEEL ANGLE WITH 5/8" DIA PUDDLE WELDS OR #12 TEK SCREWS AT FIELD DETERMINE BOTTOM CHORD BRACING AT EXISTING 12" O.C. GENERAL CONDITIONS 1. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE CONSTRUCTION SITE. 2. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL, MECHANICAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. 3/8" GUSSET PLATE 3. THE GENERAL CONTRACTOR SHALL FIELD DETERMINE AS -BUILT CONDITIONS CONFORM TO AT L4x4 CONNECTION ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. 4. ALL STRUCTURAL MODIFICATIONS TO THE EXISTING BUILDING MUST BE INSPECTED BY A LICENSED STRUCTURAL ENGINEER. COPE L4x4 TO FIT STEEL BEAM TOP STRUCTURAL STEEL NOTES FLANGE 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". LATEST EDITION. STEEL BEAM TOP FLANGE 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE: ANGLES, PLATES ASTM A36 OR A307 ANCHOR BOLTS GALV ASTM A36 4. AN APPROVED LICENSED TESTING COMPANY SHALL VISUALLY INSPECT ALL WELDS. EXCEED THE MBER BEING 5. TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER WELDING (USE L BEAMS GALVANIZED PAINT FOR TOUCHUP OF GALVANIZED STEEL). 6. ALL WELDED CONNECTIONS SHALL BE DONE WITH E70XX ELECTRODES. SHOP AND FIELD WELDS SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO THE F L4x4 TO BEAM AMERICAN WELDING SOCIETY CODE FOR BUILDINGS AWS D1.1. WELDS SHALL DEVELOP THE FULL STRENGTH OF MATERIALS BEING WELDED UNLESS OTHERWISE NOTED. ALL WELDS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE (ANSI/AWS D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED TESTS IN THE STRUCTURAL WELDING CODE IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY. ACCEPTANCE TO BE SUBJECT TO THE INSPECTION AND REVIEW OF AN INDEPENDENT INSPECTION AGENCY. /RTU 7. FIELD STRUCTURAL STEEL TO BE INSPECTED BY QUALIFIED INSPECTORS APPROVED BY THE / STRUCTURAL ENGINEER. FIELD INSPECTION REPORTS TO BE FILED WITH THE STRUCTURAL ENGINEER WITHIN 5 DAYS OF THE TIME OF ACTUAL INSPECTION. INSPECTORS MUST BE NOTIFIED OF ALL PHASES OF CONSTRUCTION BY THE GENERAL CONTRACTOR. 16GA PREMANUF. CURB 8. ALL STRUCTURAL STEEL EXPOSED TO THE EXTERIOR SHALL BE G90 GALVANIZED. PROVIDE NEW 3/8" DIAA307 THRU BOLT AT 24" O.G. AND AT CORNERS THROUGH P.T. NAILER AND CURB BOTTOM FLANGE. --------- PROVIDE (2) WASHERS - (1) TOP AND (1) BOTTOM AND SECURE WITH DOUBLE NUT UNDERNEATH. SUPPORT ANGLE NI N _ _ - - L , �� x W14X22 BEAMS. PROVIDE A (MIN) /�3 \ TYPICAL RTU CURB CONNECTION DETAIL x x -- - I (X\, V' I ( u ) � I- I 3 — - --- — — — — - - - �-� - — - S-1 oo 4F------------------ ---------4-------- I--{-- --_ __ ---- ---- - - - - -�- -- "L4x4x5/16 I III I I I I I I Ii i-_..__�-----___. .._�_- _L- S 00 I ■ *T-10" *7'-10" *7'-10" *7'-53/8" *T-53/8" *T-53/8" License AAC001744 r P,._ II N (0 cp I Cp c9 I (0 � I I N N N I WITH MECHANICAL CONTRACTOR d N N N I I I ■ 1�■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave -Suite 600, Orlando, Florida 32803 I I OPEN-- (407) 839-1709/Fax www.huntonbrady.com License AAC001744 *L4x4x5/16 _......... .... I I I I I *L3x3x1/4 (TYP) AT EDGE OF DECK OPENING. COORDINATE I WITH MECHANICAL CONTRACTOR w w w l w w l w l w I , PRIOR TO FABRICATION. J I II I I I I I I L3x3xl/4 I I I I X I� wi J �.�� w m l co _OPEN SII I X I I� w ; _j -- __ - - --- ------ - - - - -- ---------------------------------------------------- i T - - - - - - - - - - - - *L4x4x5/16 I ~`` 4 I I S100 TYP 3/16__< I I r X 3/16 TYP I I *NOTE: SEE MECH DRAWINGS FOR SIZE, NUMBER AND I LOCATION OF ROOF TOP UNITS AND DECK OPENINGS. ALIGN L4x4 ANGLES WITH ROOF TOP (4.1 3.1 3 2 C) I I UNIT CURB AND L3x3 ANGLES WITH UNIT LAYOUT. O 61� ate. zz -\ PARTIAL ROOF FRAMING PLAN m� 1/411 = 11-011 (E) W16 BEAM r5_-\ TYPICAL RTU/DECK OPENING DETAIL 3/4" = 11-011 1 ■ 2 ■ 3 ■ ft. ■ 7 ■ 8 '10 ■ 11 ■ 12 ■ 13 ■ 14 ULTIMATE WIND DESIGN LOADS BASIC WIND SPEED (3 SEC. GUST) 143 MPH BUILDING CATEGORY IV IMPORTANCE FACTOR I= 1.15 EXPOSURE D ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 RTU UPLIFT 84.8 PSF RTU LATERAL 175 PSF ALLOWABLE DESIGN PRESSURE = ULTIMATE DESIGN PRESSURE X 0.6 F I i I. �z.. .... I. KEYPLAN McBroyEnginewl.ering, STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245,8775 FAX: 407.245.8744 WEBSITE: mcolroyeng.com ME PROJECT NO: ME 1612-08 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." SEAL O��f9i1 NO 44741 0•,` STATE OF 0 �a.mf4 Jy 10 I AL .P/111 I 1 1111111% Craig E. McElroy P.E. - FL NO. 44741 CENTRAL FLORIDA REGIONAL HOSPITAL H.R. RENOVATIONS Hunton 07.03.12 ua10 ARC H I T E C T S PARTIAL ROOF FRAMING PLAN, GENERAL NOTES AND SECTIONS PROD. NO. H-12101.00 SHEET DRAWN PDM S100 ■ 15 ■ 16 ■ 17 ■ 18 ■ 1�■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave -Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 R PLUMBING SPECIFICATIONS ABBRV, 1. SCOPE OF WORK TRAINING SERVICES ■ WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF SANITARY WASTE PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL 2• REQUIRED FOR THE FABRICATION AND INSTALLATION OF THE PLUMBING SYSTEM, DEVICES. COLD WATER AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE HW 3. SPECIFICATIONS. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON 4. SUPPLY: 3/8" ANGLE BALL STOP, I TURN, WITH ANNEALED START-UP AND SHUT -DOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, P RELATED WORK SPECIFIED ELSEWHERE SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. IM -1 REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE 1• DONE IN CONJUNCTION WITH THE PLUMBING WORK. THIS CONTRACTOR IS OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, Oa — RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC. PROVIDE AT LEAST 7 -DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. ■ IN-LINE WATER FILTER. WATERPIK IF -30A ■ SUBSTITUTIONS SYSTEM IDENTIFICATION &0 EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR II--- AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED EQUIPMENT AND EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS D13- STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC O WRITTEN APPROVAL OF THE ENGINEER. EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. THE LETTERING —� -�— CV SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8 INCH ---I r I-- CODES AND STANDARDS FOR EQUIPMENT INFORMATION. Q THE ENTIRE SYSTEM AND ALL COMPONENTS LISTED HEREIN SHALL MEET ALL HANGERS AND SUPPORTS ■ STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT, CAPPED PIPE c -r-- as �+ PROVIDE ALL NECESSARY, PIPE SUPPORTS, HANGER, RODS, CLAMPS AND 011 THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT PIPING AND EQUIPMENT i+T PAY ALL FEES. FROM THE BUILDING STRUCTURE. Jar�tea`;M�siRF..E%eg4; No. 32018 PRODUCTS PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO N INSTALL EQUIPMENT, PIPING AND DUCTWORK. 19 ALL EQUIPMENT, ETC., SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS POINT OF CONNECTION SPECIFIED FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS INDICATED ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND IN THESE SPECIFICATIONS. ALL ELECTRICAL POWERED EQUIPMENT SHALL BE PAINTED TO PREVENT RUSTING, FINISH COLOR AS SELECTED BY OWNER. U.L. OR E.T.L. LISTED. Hunton Yr ® THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT WORKMANSHIP ACCEPTABLE FOR SUPPORTS. C ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WARRANTY/GUARANTEE: i ■ PROFESSIONAL MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO B AVOID INTERFERENCE'S AND DELAY DUE TO LACK OF COORDINATION. NO THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE M ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND OR INTERFERENCE'S BETWEEN INVOLVED TRADES. CONDITION OF THE PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD SHOP DRAWINGS AND SUBMITTALS MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. ■ SUBMIT FOR ENGINEER'S APPROVAL, SHOP DRAWINGS, AND MANUFACTURER'S SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE DATA FOR ALL NEW EQUIPMENT AND FIXTURES PRIOR TO PURCHASE AND OR FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR DEFECT OR REPAIRS THERETO. CONTROL WIRING CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS AS-BUILTS CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF WATER SUPPLY SYSTEM: COMPLETE PLUMBING AS -BUILT DRAWINGS AT THE TIME OF SUBSTANTIAL L COMPLETION. AS BUILTS SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND EXTEND WATER SERVICE AS INDICATED ON DESIGN DRAWINGS. AUTOCAD DRAWING FILES [RELEASE 2007 OR LATER]. AS -BUILT DRAWINGS PROVIDE SHOCK ABSORBERS AND VACUUM BREAKERS WHERE REQUIRED, SHALL CONSIST OF AN ACCURATE "AS -BUILT" RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL ACCURATE AS-BUILTS ARE PIPE AND FITTINGS ABOVE GROUND - TYPE L HARD COPPER AND WROUGHT DELIVERED. COPPER FITTINGS. ■ ACCESS PANELS PIPE AND FITTINGS BELOW GROUND - TYPE "K" SOFT COPPER. CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN, 12"X12") FOR VALVES - BALL VALVES - ALL BRONZE, RISING STEM, DOUBLE WEDGE TAPER VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE SEAT, 125 PSI STEAM PRESSURE. PENETRATED TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE K COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. CHLORINATION - BEFORE BEING PLACED IN SERVICE ALL WATER DISTRIBUTION EXECUTION SYSTEMS SHALL BE STERILIZED WITH CHLORINE IN ACCORDANCE WITH AWWA C-601-54 STANDARD PROCEDURE FOR DISINFECTING WATER MAINS. ALL LOCATIONS OF EQUIPMENT, PIPING, ETC., INDICATED ON THE DRAWINGS IS ■ DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE INSULATE HOT WATER LINES WITH 1" RVBATEX INSULATION OR EQUAL. PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCE'S WITH OTHER TRADES, ALL WORK SHALL BE INSTALLED TO INSURE MAXIMUM HEADROOM, INSULATION TO BE FIRE RATED FOR USE IN RETURN AIR PLENUM. BALANCED OPERATION AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN CONNECTIONS TO MISCELLANEOUS EQUIPMENT: APPROVED AND FUNCTIONAL INSTALLATION. J ROUGH -IN AND CONNECT WATER, WASTE, AND VENT TO COMPLETE THE NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN INSTALLATION OF EQUIPMENT LISTED ON THE DRAWINGS. ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING PLUMBING FIXTURES SHALL BE PROVIDED COMPLETE AS SHOWN ON THE REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. DRAWINGS WITH ALL REQUIRED SUPPLY, WASTE, SOIL, AND VENT CONNECTIONS, TOGETHER WITH ALL FITTINGS, SUPPORTS, FASTENING DEVICES, ® PROVIDE ISOLATION VALVES AND UNIONS AT ALL EQUIPMENT AND AS COCKS, VALVES, AND TRAPS. INDICATED ON DRAWINGS. ALL FIXTURES SHALL HAVE STOP VALVES ON ALL WATER CONNECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE -SEAL IN A MANNER THAT ALL EXPOSED METAL TRIM ON ALL FIXTURES SHALL BE POLISHED CHROMIUM H WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJEC11ONABLE PLATED. ALL EXPOSED PIPES EXTENDING FROM WALL SHALL HAVE CHROMIUM MOISTURE ON THE EXTERIOR OF CONDENSATE DRAIN PIPING, OR OTHER PARTS PLATED BRASS ESCUTCHEON MOUNTED AGAINST WALL. EXPOSED PVC PIPING OF THE SYSTEM. HE SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND AND P -TRAPS ARE UNACCEPTABLE. FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THE PLUMBING FIXTURES SHALL BE ROUGHED -IN ACCORDANCE WITH THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. MANUFACTURER'S "ROUGH -IN INFORMATION". PROVISIONS FOR MOUNTING WALL ■ PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE FIXTURES SHALL BE MADE WHILE THE WALL IS BEING BUILT, INSTALLATION OF THE WORK. DRAINAGE SYSTEM: ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. EXTEND PIPING AS INDICATED ON THE DRAWINGS. G PROVIDE ALL ROOF, WALL AND FLOOR PENETRATIONS REQUIRED TO COMPLETE INSTALLATION OF WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PIPE SLOPE: PENETRATIONS SHALL BE PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL EQUIPMENT OR PIPE PENETRATIONS THROUGH 2-1/2 INCH DIAMETER AND LESS SHALL BE INSTALLED WITH A FALL OF NOT WALL, ROOF AND FLOORS SHALL BE SLEEVED AND SEALED SO AS TO BE LESS THAN 1/4 INCH PER FOOT. WATER AND, AIR TIGHT. ■ 3 INCH DIAMETER OR LARGER SHALL BE INSTALLED WITH A FALL NOT LESS ALL ROOF CUTS AND REPAIRS SHALL BE PERFORMED BY AN APPROVED THAN 1/8 INCH PER FOOT. ROOFING CONTRACTOR IN ORDER TO MAINTAIN ROOF WARRANTY. PIPE AND FITTINGS: CLEANING. TESTING AND ADJUSTING: F SERVICE -WEIGHT CAST IRON WITH NO/HUB OR BELL AND SPIGOT FITTINGS. THE CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, NO/HUB COUPLING SHALL CONFORM TO CISPI STANDARD 310 (LATEST EDITION) BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS AND SHALL BE LISTED BY NSF INTERNATIONAL. HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE ® REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND THE GOVERNING AUTHORITIES. BE LISTED BY NSF INTERNATIONAL. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. CONDENSATE DRAIN PIPING LOCATED ON THE EXTERIOR SHALL BE TYPE L HARD COPPER AND WROUGHT COPPER FITTINGS, WITH SOLDERED JOINTS (USE ONLY E EXCAVATION AND BACKFILL: "LEAD FREE"). PROVIDE ALL EXCAVATION AND TRENCHING TO THE CORRECT ELEVATIONS, FOR PROVIDE CLEANOUTS EVERY 75 FEET, AT CHANGES IN DIRECTION, AT BASE OF THE INSTALLATION OF ALL PIPING. PROVIDE ALL BACKFILL IN STRICT DOWNSPOUTS AND AT BASE OF SOIL AND WASTE STACKS. ACCORDANCE WITH THE EXCAVATION AND BACKFILL SECTION OF DIVISION 1 SPECIFICATIONS. SHOCK ARRESTOR: SIOUX CHIEF PER DRAWINGS ■ TESTING: WALL CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. ALL DOMESTIC WATER PIPING SYSTEMS SHALL BE TESTED FOR ABSOLUTE FLOOR CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. TIGHTNESS BY SUBJECTING THE SYSTEM TO A HYDROSTATIC PRESSURE OF 150 PSI GAUGE OR 50 PSI OVER WORKING PRESSURE, WHICHEVER IS GREATER FOR A D 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 UNTIL THE WATER LEVEL DOES NOT DECREASE FOR A PERIOD OF 24 HOURS, C 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: B - OPERATING AND MAINTENANCE INSTRUCTIONS - SPARE PARTS LIST - COPIES OF WARRANTIES - WIRING DIAGRAMS - INSPECTION REPORTS & APPROVALS ■ - SHOP DRAWINGS AND PRODUCT DATA F � 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 , PLUMBING FIXTURE SCHEDULE PLAN DESCRIPTION MANUF. / MODEL No. MARK SS -1 SINK: (SINGLE COMPARTMENT) ABBRV, 1. TYPE 302, 18-8 STAINLESS STEEL, SELF RIMMING SINGLE DAYTON D-11719 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 COMPARTMENT, 17x19x6 1/8 DEEP, PUNCHED FOR HOLES, SAN SANITARY WASTE TAILPIECE AND STAINLESS CUP STRAINER. SD 2• FITTING: DECK MOUNTED, SINGLE HANDLE, WASHERLESS 8" SWING DELTA MODEL 300 COLD WATER SPOUT, AERATOR HW 3. TRAP: CAST BRASS ADJUSTABLE "P" TRAP WITH CLEANOUT McGUIRE 4. SUPPLY: 3/8" ANGLE BALL STOP, I TURN, WITH ANNEALED BRASSCRAFT V VERTICAL TUBE AND ESCUTCHEON. J IM -1 ICE MAKER OUTLET BOX: VENT THRU ROOF 1• RECESSED UNIT WITH ONE 1/2" VALVE (TOP SUPPLY) COLD OATEY 38681 Oa — WATER. FLOOR DRAIN 2. IN-LINE WATER FILTER. WATERPIK IF -30A PLUMBING LEGEND SYMBOL ABBRV, DESCRIPTION PENINSULA ENGINEERING P 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 SAN SAN SANITARY WASTE SD SD STORM DRAIN - CW COLD WATER - - HW HOT WATER - Engineering, Inc. and were created, evolved DIRECTION OF FLOW and developed for use on and in connection with the specified project. None of the ideas, ----- V ----- V VENT LINE J L VTR VENT THRU ROOF cc P -TRAP Oa — FD FLOOR DRAIN Qc HD HUB DRAIN ■ ECO EXTERIOR CLEANOUT &0 WCO WALL CLEAN OUT II--- CO CLEAN OUT D13- FCO FLOOR CLEAN OUT ��— GV GATE VALVE —� -�— CV CHECK VALVE ---I r I-- BALL VALVE (FULL PORT) Q i I I ■ WATER HAMMER ARRESTOR C CAPPED PIPE c -r-- as �+ RISER DOWN (ELBOW) 011 F RISER UP (ELBOW) i+T BRANCH - TOP CONNEC11ON Jar�tea`;M�siRF..E%eg4; No. 32018 BRANCH - BOTTOM CONNECTION JI BRANCH - SIDE CONNECTION 19 POC POINT OF CONNECTION E H.R. RENOVATIONS ■ D CENTRAL FLORIDA REGIONAL HOSPITAL SPECIAL REQUIREMENTS 1. NOTIFY CENTRAL FLORIDA REGIONAL HOSPITAL PROJECT COORDINATOR WHEN PROJECT IS TO COMMENCE AND PROVIDE PROPOSED PROJECT SCHEDULE. 2. MEET WITH AND REVIEW PROGRESS OF CONSTRUCTION & AS -BUILT RECORD DRAWINGS WITH (& AT A FREQUENCY SET BY) CENTRAL FLORIDA REGIONAL HOSPITAL PROJECT COORDINATOR. 3. PROVIDE WRITTEN NOTIFICATION TO CENTRAL FLORIDA REGIONAL HOSPITAL PROJECT COORDINATOR OF TIMES & DATES FOR BUILDING INSPECTIONS OR REVIEW OF CONSTRUCTION BY AUTHORITIES HAVING JURISDICTION. 4. MAKE CONNECTIONS TO EXISTING SYSTEMS AT APPROVED TIMES MINIMIZING DURATION OF INTERRUPTION TO EXISTING SERVICES. OBTAIN WRITTEN APPROVAL FOR TIME & DURATION OF A SCHEDULED SHUTDOWN FROM CENTRAL FLORIDA REGIONAL HOSPITAL ENGINEERING DEPARTMENT. ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 z) I i ■ 18 ■ 19 ■ 20 PLUMBING GENERAL NOTES 1. ALL PLUMBING INSTALLATIONS 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. INTERRUP11ON 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, CHANCES, 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. PLUMBING DRAWING LIST FIRST1- FLOOR P SPECIFICATIONS, NOTES, SCHEDULES AND LEGEND - PLUMBING WMIMATIQN4 NOTEA e�+ ,I P201 - RENOVATION PLAN - FIRST FLOOR - PLUMBING SCHEDULES AND LEGEND PLUMBING A PROJ. NO. SHEET DRAWN GJG P101 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 R — ■ I PENINSULA ENGINEERING P 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 YOU 407.246.1103089 ° AX 407.246.1664 ■ http://www.pelfi(i.com E—Mail to: pelOpelflaxom JOB #: 12202 Copyright — All ideas, designs, methods and plans indicated or represented by this drawing 0 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, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ■ Opyrlght 2009 N ■ i M ■ L 'I ■ K I ■ J ■ II H ■ G i I I ■ SEALS 4f as �+ 320,18 F Jar�tea`;M�siRF..E%eg4; No. 32018 ■ CENTRAL FLORIDA REGIONAL HOSPITAL E H.R. RENOVATIONS ■ D Hunton Yr ■ ARCH ITECT` C DA I E SUBMISSION NO. i ■ B PLUMBING DRAWING LIST FIRST1- FLOOR P SPECIFICATIONS, NOTES, SCHEDULES AND LEGEND - PLUMBING WMIMATIQN4 NOTEA e�+ ,I P201 - RENOVATION PLAN - FIRST FLOOR - PLUMBING SCHEDULES AND LEGEND PLUMBING A PROJ. NO. SHEET DRAWN GJG P101 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ I. 20 R ■ P ■ 0 ■ N ■ i m ■ L I ■ K ■ II i J ■ H I ■ J G ■ F ■ E ■ D ■ C ■ B I ■ A IR R ■ P ■ 0 ■ N ■ m ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBraelychitects P.A. All Rights Reserved, 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A 1 ■ 2 ■ _-___........—..,..__...__----- .....----- —---------- __________ __..___. _____..w__.._.._........µ....... __....._ _..__ —______-_.--__-____..___..______.__..___._._.____.._............_........................................................_......_......_.................................._...... el®eelreerel®m lel-.1l.rmm mmmm mmmmmmmmmmmm RENOVATION PLAN FIRST FLOOR FIRE PROTECTION SCALE: 1/4" = 1' 0" ■ 12 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 DESCRIPTION FIRE PROTECTION SPECIFICATIONS NEW SEMI—RECESSED (QUICK RESPONSE) PENDENT SPRINKLER HEAD (WET PAINTING AND STENCILING: GENERAL: PROVIDE PAINTING AND STENCILING OF ALL EXPOSED PIPING, EQUIPMENT, ETC. SUPPLY TO EXISTING WET FIRE LINE ABOVE. INSTALLED AS PART OF THIS CONTRACT. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING. GENERAL AND SUPPLEMENTAL CONDITIONS AND DIVISION I SPECIFICATIONS, APPLY TO WORK SPECIFIED r 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 _-___........—..,..__...__----- .....----- —---------- __________ __..___. _____..w__.._.._........µ....... __....._ _..__ —______-_.--__-____..___..______.__..___._._.____.._............_........................................................_......_......_.................................._...... el®eelreerel®m lel-.1l.rmm mmmm mmmmmmmmmmmm RENOVATION PLAN FIRST FLOOR FIRE PROTECTION SCALE: 1/4" = 1' 0" ■ 12 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 DESCRIPTION FIRE PROTECTION SPECIFICATIONS NEW SEMI—RECESSED (QUICK RESPONSE) PENDENT SPRINKLER HEAD (WET PAINTING AND STENCILING: GENERAL: PROVIDE PAINTING AND STENCILING OF ALL EXPOSED PIPING, EQUIPMENT, ETC. SUPPLY TO EXISTING WET FIRE LINE ABOVE. INSTALLED AS PART OF THIS CONTRACT. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING. GENERAL AND SUPPLEMENTAL CONDITIONS AND DIVISION I SPECIFICATIONS, APPLY TO WORK SPECIFIED TEST OF COMPLETED SYSTEM: IN THIS SECTION. EU EXISTING SEMI—RECESSED PENDENT SPRINKLER HEAD TO REMAIN. ABOVE GROUND PIPING: PERFORM A HYDROSTATIC TEST OF THE PIPING SYSTEM IN SCOPE OF WORK: ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 (2007 ED.). WORK REQUIRED UNDER THIS SECTION INCLUDES PROVIDING ALL LABOR, MATERIALS, NOTIFY THE ARCHITECT/ENGINEER/OWNER/ UNDERWRITER PRIOR TO PERFORMING THE EQUIPMENT, FEES AND SERVICES FOR, AND REASONABLY INCIDENTAL TO, PROPER TEST WHO, AT THEIR OPTION, MAY DESIRE TO WITNESS THE TEST. TEST SHALL BE COMPLETION OF ALL FIRE PROTECTION WORK HEREIN SPECIFIED, EXCEPTING ONLY WORK SATISFACTORY TO THE ARCHITECT, ENGINEER, OWNER, UNDERWRITER OR AUTHORITIES OR MATERIALS SPECIFIED OR NOTED AS BEING FURNISHED AND/OR INSTALLED BY HAVING JURISDICTION, OTHERS. IF TEST PROVES UNSATISFACTORY, LEAKS SHALL BE REPAIRED AND A NEW TEST SHALL 1. ALL WORK SHALL COMPLY WITH NFPA REQUIREMENTS, 2010 FLORIDA BUILDING CODE, BE PERFORMED. NO BACKFILLING SHALL BE DONE OVER BURIED JOINTS UNTIL PIPE CITY OF ORLANDO FIRE CODE, FLORIDA FIRE PREVENTION CODE (2010 EDITION), LIFE HAS BEEN PROVEN WATER TIGHT. SECURE PIPING IN PLACE PRIOR TO TESTING. SAFETY CODE — NFPA 101 (2009 EDITION), AUTOMATIC SPRINKLER SYSTEMS — NFPA 13 (2007 EDITION) AND THE NATIONAL FIRE ALARM CODE — NFPA 72 (2007 AFTER TESTING HAS BEEN COMPLETED, ALL VALVES SHALL BE LEFT IN THEIR EDITION). RESPECTIVE NORMAL POSITIONS, AND THE OWNER AND HIS DULY APPOINTED REPRESENTATIVE SHALL BE INSTRUCTED IN THE CARE, OPERATION AND MAINTENANCE 2. ALL WORK SHALL BE PERFORMED BY COMPETENT WORKMEN SKILLED AND LICENSED OF THE ENTIRE SYSTEM. IN THIS PARTICULAR TRADE. MATERIAL AND TEST CERTIFICATE SHALL BE COMPLETED AND TURNED OVER TO THE 3. PROVIDE SPRINKLER SYSTEM TO NFPA 13 SPECIFIC HAZARD OCCUPANCY OWNER'S REPRESENTATIVE UPON COMPLETING THE TEST, REQUIREMENTS. ANY DEVIATIONS THEREFROM MAY BE MADE AS REQUIRED BY INSPECTION AGENCIES, INSURING AGENCIES OR AS REQUIRED DUE TO INTERFERENCE WATER SUPPLY TREATMENT: WITH OTHER EQUIPMENT, STRUCTURAL MEMBERS, DUCTS, ETC. PROVIDE ADDITIONAL HEADS AS MAY BE REQUIRED FOR AN APPROVED SYSTEM. WATER SUPPLIES AND ENVIRONMENTAL CONDITIONS SHALL BE EVALUATED BY OWNER FOR THE EXISTENCE OF MICROBES AND CONDITIONS THAT CONTRIBUTE TO 4. RESPONSIBILITY FOR ELEVATIONS OF PIPING: MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). WHERE CONDITIONS ARE FOUND THAT CONTRIBUTE TO MIC, THE OWNER SHALL NOTIFY THE SPRINKLER CONTRACTOR A. CAREFULLY FIELD CHECK THE ELEVATIONS OF EXISTING GRADES AND BURIED AND A PLAN SHALL BE DEVELOPED TO TREAT THE SYSTEM USING ONE OF THE SERVICE LINES AND MAKE A CAREFUL LAYOUT OF THE PROPOSED NEW METHODS AS ESTABLISHED UNDER NFPA 13 (2007 ED.). SERVICES BEFORE STARTING WITH THE WORK, MAKING EVERY ATTEMPT TO AVOID INTERFERENCES. B. ATTENTION IS CALLED TO DUCTWORK, HEATING AND COOLING PIPING, WATER AND DRAIN PIPING, AND TO THE ELECTRICAL INSTALLATION, WHICH WILL BE INSTALLED BY OTHERS. FIRE PROTECTION GENERAL NOTES 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 ALL PIPING TO BE TESTED AT 200 PSI FOR A MINIMUM OF 2 HOURS. MADE TO THE CONTRACTOR BY THE OWNER TO COVER THE COST OF ANY SUCH INTERFERENCES, WHETHER DUE TO NEGLIGENCE, ERROR, OVERSIGHT OR OTHER HYDRAULIC CALCULATIONS DESIGN CRITERIA: CAUSE IN NOT HAVING PROPERLY ESTABLISHED THE ELEVATIONS OF ALL NEW OR EXISTING PIPING, ETC. SUPPORT AREAS: A. ORDINARY HAZARD GROUP I 5. PIPING SHALL BE CONCEALED IN AREAS WITH CEILINGS AND EXPOSED IN AREAS B. SYSTEM TYPE: WET SYSTEM WITHOUT CEILINGS. C. DENSITY: 0.15 GPM/SQ. FT. FOR 1500 SQ. FT, 6. PIPING SHALL BE INSTALLED AND SUPPORTED PER NFPA 13. D. COVERAGE PER SPRINKLER: 130 SQ, FT. MAXIMUM E. TEMPERATURE RATING: ORDINARY TEMPERATURE 7. SLOPE PIPING IN ACCORDANCE WITH NFPA REQUIREMENTS. F. MAXIMUM SPRINKLER SPACING: 15-0" 8. PROVIDE DRAINS AT RISERS, ON VALVED SECTIONS, AT SIAMESE CONNECTIONS AND OFFICES / HALLWAYS: AT OTHER LOCATIONS REQUIRING SAME FOR COMPLETE DRAINAGE OF SYSTEMS. A. LIGHT HAZARD OCCUPANCY PIPE DRAINS TO OUTSIDE OF BUILDING OR AS APPROVED. B. SYSTEM TYPE: WET SYSTEM C. DENSITY: 0.10 GPM/SQ. FT. FOR 1500 SQ. FT. 9. WALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED WITH D. COVERAGE PER SPRINKLER: 225 SQ. FT. MAXIMUM PRO—SET "FIRE STOP COUPLING" SYSTEM OR WITH GEDNEY TYPE CFS1 FIRE SEAL OR E. TEMPERATURE RATING: ORDINARY TEMPERATURE EQUAL. SPACE BETWEEN SLEEVE AND WALL TO BE COMPLETELY SEALED WITH F. MAXIMUM SPRINKLER SPACING: 15' -0 - CAULKING. VOID BETWEEN SLEEVE PLUGS TO BE FILLED WITH INSULATION. SPRINKLER INSTALLATIONS SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL FIRE CODES AND STANDARDS: PROTECTION ASSOCIATION (NFPA) 13 SPRINKLER SYSTEMS, FIRE MARSHAL'S OFFICE, OWNER'S INSURANCE CARRIER, ALL LOCAL, STATE, FEDERAL CODES AND REGULATIONS ALL FIRE PROTECTION WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2010 FLORIDA AND ANY OTHER AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. BUILDING CODE, 2010 FLORIDA FIRE PREVENTION CODE AND NFPA 13 (2007 EDITION). ALL PERMITS REQUIRED IN CONNECTION WITH THIS SPRINKLER SYSTEM SHALL BE THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL OBTAINED AND PAID FOR BY THE SPRINKLER CONTRACTOR. FEES. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES TO AVOID DUCTWORK, LIGHTING, SYSTEM DESCRIPTION: PIPING AND ANY BUILDING STRUCTURE. ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN CHASES OR CONCEALED WITHIN WALLS. CONTRACTOR SHALL REVISE EXISTING SPRINKLER SYSTEM AS REQUIRED FOR THE NEW LAYOUT INCLUDING NEW PIPING FOR NEW OR RELOCATED SPRINKLER HEADS TO PROVIDE FIRE PROTECTION CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE SITE BEFORE FOR PROPER COVERAGE. ALL HEADS ARE TO BE CENTERED IN THE CEILING TILES. BIDDING. NO CHANGES SHALL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. DRAWINGS FOR APPROVALS: ALL EQUIPMENT SHALL BE UL AND FM LISTED AND LABELED. MANUFACTURER SHALL BE BEFORE PROCEEDING WITH WORK, THE CONTRACTOR IS TO PERFORM SYSTEM HYDRAULIC EQUAL TO GRINNEL, VIKING. CALCULATION, SYSTEM LAYOUTS, PROVIDE AND SUBMIT SIGNED AND SEALED SHOP DRAWINGS FIRST TO THE AUTHORITY HAVING JURISDICTION, AND THEN TO THE BRANCH LINES PIPING TO BE SCHEDULE 40 BLACK STEEL PIPE JOINED WITH THREADED ARCHITECT/ENGINEER FOR REVIEW. SUBMITTALS SHALL SHOW LOCATIONS OF PIPING, OUTLET FITTINGS. SPRINKLER HEADS, ETC., AND SHALL INCLUDE INFORMATION ON VALVES, SPRINKLER HEADS, ALARM VALVES, ETC. AT LEAST TWO (2) SETS OF THE SHOP DRAWINGS ALL SPRINKLER DROPS TO BE 1" SCHEDULE 40 WITH 1" X 1/2" THREADED REDUCER. SHALL BEAR THE APPROVAL STAMP OF THE LOCAL FIRE MARSHALL. HANGERS TO BE SIZED AND SPACED IN ACCORDANCE WITH NFPA 13. EQUIPMENT AND MATERIALS: PROJECT SPECIFICATIONS TAKE PRECEDENCE OVER PLANS. ALL DEVICES, EQUIPMENT AND MATERIALS SHALL BE NEW, SHALL BE IN ACCORDANCE WITH NFPA REQUIREMENTS AND SHALL BEAR FACTORY MUTUAL AND THE APPROVAL FROM OWNER'S INSURANCE CARRIER IS CONTRACTOR'S RESPONSIBILITY. UNDERWRITER'S LABEL OF APPROVAL. ABOVE GROUND PIPE AND FITTINGS:PIPE ABOVE GROUND AND WITHIN THE BUILDING CONTRACTOR TO BASE ALL CALCULATIONS UPON CURRENT FLOW TEST SUPPLIED BY FIRE SHALL BE STANDARD WEIGHT, SCHEDULE 40 BLACK STEEL PIPE OR APPROVED SPRINKLER CONTRACTOR. SEAMLESS THIN WALL BLACK STEEL PIPE CONFORMING TO ASTM A53. PIPE FITTINGS ALL SPRINKLER HEADS TO BE OF THE QUICK RESPONSE TYPE/SHALL MATCH EXISTING SHALL BE OF A TYPE APPROVED FOR SPRINKLER SYSTEMS AND DESIGNED FOR 175 PSI WORKING PRESSURE. MALLEABLE IRON STANDARD WEIGHT FITTINGS WILL BE SPRINKLER HEAD TYPES FOR LIGHT HAZARD OCCUPANCIES, INSTALLED IN FULL ACCEPTABLE IN SIZES UP TO 6". MECHANICAL PIPE COUPLINGS (ROLLED OR CUT ACCORDANCE WITH MANUFACTURER'S GUIDELINES (REFER TO FIRE SPRINKLER LEGEND). GROOVED) MAY BE USED WHERE ALLOWED BY AUTHORITY HAVING JURISDICTION. ALL SPRINKLER HEADS IN MECHANICAL/ELECTRICAL ROOMS TO BE STANDARD RESPONSE, UNDERGROUND PIPE AND FITTINGS: UNDERGROUND PIPE SHALL BE CLASS 150 PVC 2127. TYPE "BLUE BRUTE" AWWA C-900, UL AND FM LISTED WITH M.J. FITTINGS. FLUSH UNDERGROUND PIPE PRIOR TO CONNEC11ON TO INSIDE PIPING, THESE PLANS ARE CONCEPTUAL IN NATURE PER FLORIDA STATUTE 611315-30. 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 831.10-1067 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 MICROMATTC 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 (2007 ED.). RELIABLE AND TYCO ARE EQUAL. ■ 13 ■ 14 FIRE SPRINKLER LEGEND SYMBOL DESCRIPTION NEW SEMI—RECESSED (QUICK RESPONSE) PENDENT SPRINKLER HEAD (WET ON SYSTEM) TO MATCH BUILDING STANDARDS. CONNECT NEW 1"0 SPRINKLER SUPPLY TO EXISTING WET FIRE LINE ABOVE. f" REXISTING " ® SPRINKLER HEAD LOCATION (WET SYSTEM) TO BE RELOCATED. EXTEND NEW 1"0 SUPPLY TO NEW QUICK RESPONSE SPRINKLER HEAD LOCATION. EU EXISTING SEMI—RECESSED PENDENT SPRINKLER HEAD TO REMAIN. E0- EXISTING UPRIGHT SPRINKLER HEAD TO REMAIN. EXISTING SPRINKLER HEAD TO BE REMOVED. CAP AND ABANDON SUPPLY ABOVE CEILING. N NEW CONCEALED (QUICK RESPONSE) PENDENT SPRINKLER HEAD (WET • SYSTEM) TO MATCH BUILDING STANDARDS. CONNECT NEW 1"0 SPRINKLER SUPPLY TO EXISTING WET FIRE LINE ABOVE. ■ 19 ■ 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407246.1688 ; FAX 407.246.1664 http: //www.pelfla.com E—Mall to: pel®pelfla.com JOB #-. 12202 Copyright — All ideas, designs, rnethods arid plans indicated or represented by this drawing are owned by and the properly 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, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &yrlght 20 09 20 SEAL 14, 440 N f y ' SSE Jar 'qQe ,MbpkID0z gn,,No. 32018 CENTRAL'�LORIDA REGIONAL HOSPITAL H.R. RENOVATIONS IlHuntonlmo. I— U 2 O� Ix ° RENOVATION PLAN FIRST FLOOR FIRE PROTECTION PROJ. NO. SHEET DRAWN M.J.P. FP141 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradlychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huritonbrody.com License AAC001 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ MECHANICAL SPECIFICATIONS EXECUTION HEATING/VENTILATING/AIR CONDITIONING SPECIFICATIONS COORDINATE AND SCHEDULE THE WORK WITH THE OWNER TO MINIMIZE DISRUPTIONS TO SCOPE of WORK GENENERAL NOTES GENERAL MECHANICAL REQUIREMENTS THE NORMAL OPERATIONS AT THE BUILDING. FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE 1. PERFORM WORK STRICTLY AS REQUIRED BY RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES AND LAWS DIVISION 15 ALL LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC., INDICATED ON THE DRAWINGS DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL OF LOCAL, STATE AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LEGAL JURISDICTION OVER IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS THE SITE. SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. ALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE GENERAL SCHEDULED AIR CONDITIONING UNITS, EXHAUST FANS, VARIABLE VOLUME BOXES, AIR WORK SHALL BE INSTALLED TO ENSURE MAXIMUM HEADROOM, BALANCED OPERATION THE COMPLETE INSTALLATION SHALL COMPLY WITH THE OUTLINED IN SPECIFICATION SECTION 15000 / 16000 AS DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL AND PENINSULA AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD DISTRIBUTION AND DUCTWORK. WELL AS THE FOLLOWING: SUPPLEMENTAL CONDITIONS AND DIVISION 1 SPECIFICATIONS APPLY TO WORK SPECIFIED MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. EQUIPMENT: - FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH CARE FACILITIES 2010. ENGINEERING IN THIS SECTION. COORDINATE WITH OTHER TRADES AND FIELD -VERIFY EXISTING CONDITIONS FOR EXACT TERMINAL UNITS: - FLORIDA BUILDING CODE - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. SCOPE OF WORK LOCATION AND ROUTING OF SYSTEMS, PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS - FLORIDA BUILDING CODE, MECHANICAL - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. AS REQUIRED. CONSTANT VOLUME BOX (CAV) - FLORIDA BUILDING CODE, PLUMBING - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE GAS - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. 2016 ALDEN ROAD WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: ORLANDO, FLORIDA 32803 NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON TERMINAL UNITS SHALL BE OF SIZES AND TYPES SHOWN ON DRAWINGS. UNITS SHALL - FLORIDA BUILDING CODE, TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES - 2010. EB 3089 - FLORIDA BUILDING CODE, FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION. VOICE 407.246.1688 ; FAX 4x7.246.1664 PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND HAVE FACTORY CATALOG PERFORMANCE RATINGS THAT CONFORM TO CFM, STATIC http://www.pelfla.com FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION PRESSURE AND NOISE CRITERIA DESIGNED. E -Mail to: pelOpelfla.com INCLUDING HEATING, VENTILATING, AIR CONDITIONING AND MISCELLANEOUS SYSTEMS AS LOCATIONS, TYPES AND SIZES. 2. FIRE ALARM SEQUENCE OF OPERATION: JOB fl. 12202 INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. CASING SHALL BE CONSTRUCTED OF ZINC -COATED STEEL NOT LIGHTER THAN NO. 22 A. ALL AIR HANDLING UNITS, (AHU & RTU), SHALL BE INTERLOCKED WITH THE FIRE ALARM SYSTEM AND , Copyright -All ideas, designs, methods and PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION M.S. GAUGE, OR ALUMINUM NOT LIGHTER THAN 0.04 IN. THICK. APON ACTIVATION OF THE SMOKE ZONES FIRE ALARM SYSTEM THE AIR HANDLING UNIT SERVING THE pians indicated or represented by this drawing RELATED WORK SPECIFIED ELSEWHERE of Peninrulu EFFECTED ZONE SHALL SHUT DOWN. Engineering, , Inc.dande property were created, evolved OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING y v CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. B. GENERAL EXHAUST FANS AND FIRE/SMOKE DAMPERS TO BE INTERLOCKED WITH ASSOCIATED AHU/RTU. and developed for use on and in connection INSIDE SURFACES SHALL HAVE LINING MATERIAL SUITABLE TO PROVIDE REQUIRED with the specified project. None of the ideas, REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE DONE IN UPON AHU/RTU SHUT -DOWN (MAUNUAL OR FROM SIGNAL FROM FIRE ALARM SYSTEM), ALL designs, arrangements, methods or plans shall ACOUSTIC PERFORMANCE, THERMAL INSULATION, AND PREVENT SWEATING. LINING be used rr or disclosed th any r plan, hall CONJUNCTION WITH THE MECHANICAL WORK. THIS CONTRACTOR IS RESPONSIBLE FOR GENERAL EXHAUST FANS SHALL STOP AND FIRE/SMOKE DAMPERS CLOSE. ALL CONDUIT, WIRING, JUNCTION BOXES, ETC., REQUIRED FOR HVAC CONTROLS. PROVIDE ALL PENETRATIONS REQUIRED TO COMPLETE INSTALLATION AND REMOVAL OF THICKNESS SHALL BE NOT LESS THAN 1 IN. C. ISOLATION EXHAUST FANS SHALL RUN CONTINUOUSLY. THEY ARE NOT TO or WITH THE ACTIVATION OF or corporation for any purpose whatsoever WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PENETRATIONS SHALL BE without the written permission of Peninsula INSTALL DUCT SMOKE DETECTOR FURNISHED BY DIVISION 16 IN SUPPLY AIR DUCTS OF CASING SHALL HAVE REMOVABLE PANELS LARGE ENOUGH TO PROVIDE ACCESS TO ALL PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL THE FIRE ALARM SYSTEM OR THE SHUT -DOWN OF THE ASSOCIATED UNIT. THE ISOLATION FANS SHALL Engineering, Inc. (C� pyright AIR HANDLING UNITS EXCEEDING 2000CFM AND WHERE INDICATED ON DRAWINGS. PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. MOVING PARTS FOR INSPECTION, ADJUSTMENT, AND MAINTENANCE WITHOUT ONLY BE 'MANUALLY' SHUT -DOWN. `"' zoos DETECTOR TO SHUT UNIT DOWN WHEN ACTIVATED. DISCONNECTING DUCTS. D. THE AHU/RTU & ASSOC. EXHAUST FANS SHALL REMAIN 'OFF', AND THE ASSOC. DAMPER REMAIN CLOSED CLEANING, TESTING AND ADJUSTING: UNTIL THE FIRE ALARM SYSTEM HAS BEEN RESET. SUBSTITUTIONS TOTAL LEAKAGE FROM CASINGS SHALL NOT EXCEED 3% OF THE SPECIFIED CAPACITY 3, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MATERIALS AND LABOR TO PROVIDE A THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, WHEN SUBJECTED TO A PRESSURE OF 'A IN. W.G. IN LOW PRESSURE SECTION WITH ALL COMPLETE, OPERATIONAL SYSTEM. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED OUTLETS AND INLETS SEALED OFF. LEAKAGE RATE OF CLOSED DAMPERS SHALL NOT THESE SPECIFICATIONS SHALL BE CONSIDERED AS :SPECIFIED STANDARD OF QUALITY. WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH EXCEED 1% OF SPECIFIED CAPACITY WHEN CLOSE -OFF PRESSURE DIFFERENTIAL IS 6 IN. 4. PROVIDE TEMPORARY DUCT ENDCAPS DURING CONSTRUCTION TO KEEP DUCT INTERIOR CLEAN. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED FOR PERFORMANCE TESTS W.G. ENGINEER. REQUIRED BY THESE SPECIFICATIONS AND BY TETE GOVERNING AUTHORITIES. NO WORK 5. COORDINATE ALL DIFFUSER/GRILLE INSTALLATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECTS THE ELECTRICAL SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. CONTROLS REQUIREMENTS SHALL BE COORDINATED BY THE MECHANICAL CONTRACTOR AND 6. ALL NEW MANUAL VOLUME DAMPERS INSTALLED SHALL BE FLAGGED WITH FLUORESCENT ORANGE SURVEYORS TESTING EQUIPMENT VENDOR WITH THE ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. : FACTORY MOUNTED CONTROL SHALL BE PROVIDED TO ACCOMPLISH THE SEQUENCE OF TAPE FOR IDENTIFICATION. FAILURE OF MECHANICAL CONTRACTOR AND VENDOR TO DO SO WILL NOT BE CAUSE OPERATION. ALL INTERIOR CONTROLS SHALL BE FACTORY FURNISHED AND INSTALLED. 7, FIRE STOP ALL PENETRATIONS OF FIRE -RATED WALLS, FLOOR AND CEILINGS, ALL FIRE -RATED PENETRATIONS FOR CHANGE OF BID AT A LATER TIME. IT WILL NOT BE THE RESPONSIBILITY OF THE ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO ELECTRICIAN TO COORDINATE REVISED ELECTRICAL REQUIREMENTS DUE TO EQUIPMENT DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO AIR DISTRIBUTION EQUIPMENT: SHALL . FIRE STOPPED AT THE END OF EVERY WORK DAY AND PERMANENTLY AT THE COMPLETION OF THE PROJECT. CHANGES INITIATED BY THE MECHANICAL CONTRACTOR AND VENDOR. IN ADDITION, THE BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE MECHANICAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS AS SCHEDULED ON THE 8. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND CORRECT, AS REQUIRED, TO CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. DESIGN DRAWINGS. PRICE MAY BE SUBSTITUTED AS AN EQUAL. MEET ALL THE PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS CODES, REGULATIONS, AND DISCREPANCIES BETWEEN EXISTING WORK SHOWN ON DRAWINGS AND WHAT IS CODES AND STANDARDS REQUIRED. REFER TO SHOP DRAWINGS AND SUBMITTAL SECTION. TEST AND BALANCE REPORTS BY NON -APPROVED CONTRACTORS WILL BE REJECTED. GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON INSTALLED ON SITE: APPLICABLE CODES: THE DESIGN DRAWINGS AND SHALL BE ALL STEEL CONSTRUCTION. AIR DISTRIBUTION g CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES. THIS CONTRACTOR SHALL PROVIDE A MINIMUM OF THREE (3) COPIES OF A TEST AND SHALL NOT EXCEED NC -30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH DUCTWORK: CARE FACILITIES 2010. BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLE11ON INSPECTION. 10, CONTRACTOR SHALL MAKE THE REQUIRED PROVISIONS FOR BRINGING IN ALL MECHANICAL EQUIPMENT INTO THE - FLORIDA BUILDING CODE - 2010 EDITION WITH SUPPLEMENTS AND LOCAL THE TEST AND BALANCE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BUILDING AMENDMENTS. BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING AND TO ITS FINAL INSTALLATION LOCATION. - FLORIDA BUILDING CODE, MECHANICAL - 2010 EDITION WITH SUPPLEMENTS AND BUREAU MATERIALS: GALVANIZED STEEL (G-90) OF GAUGES CONFORMING TO LATEST EDITION LOCAL AMENDMENTS. OF SMACNA STANDARDS BASED ON THE FOLLOWING PRESSURE UNLESS SPECIFICALLY 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE, AND/OR SMOKE RATING OF ALL PENETRATIONS. - FLORIDA BUILDING CODE, PLUMBING - 2010 EDITION WITH SUPPLEMENTS AND THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING NOTED OTHERWISE ON THE DRAWINGS. LOCAL AMENDMENTS. DATA: 12, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING DIMENSIONS PRIOR TO ORDERING - FLORIDA BUILDING CODE, GAS - 2010 EDITION WITH SUPPLEMENTS AND LOCAL 1. SUPPLY AIR: 2 IN. W.G. POSITIVE PRESSURE MATERIALS AND INSTALLING EQUIPMENT. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF MECHANICAL AMENDMENTS. 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. RETURN AIR: 1 IN. W.G. NEGATIVE PRESSURE AND ELECTRICAL SYSTEMS AND OTHER WORK. MAKE REASONABLE MODIFICATIONS IN LAYOUT AND COMPONENTS - FLORIDA BUILDING CODE, TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING 3. CAV SUPPLY AIR (FROM FAN TO CAV BOX) 3 IN. W.G. POSITIVE PRESSURE TO PREVENT CONFLICT WITH WORK OF OTHER TRADES. SIGNIFICANT MODIFICATIONS IN LAYOUT AND COMPONENTS 2010.DB/WB) CSHALL OMPENSATION TO CONTRACTOR. REVIEW BY REVIEW BY SUCH MODIFICATIONS SHALL NOT BE GROUNDS FOR ADDITIONAL - FLORIDA BUILDING CODE, FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION. 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. ALL DIMENSIONS ARE INSIDE NET FREE AREA. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 13. CONTRACTOR SHALL GIVE 24 HOUR NOTICE IN WRITING TO, AND RECEIVE WRITTEN APPROVAL FROM THE 5. DRIVE TYPES, SIZES AND SPEED RANGE. ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BUILDING ADMINISTRATOR (OR APPOINTED REPRESENTATIVE) PRIOR TO SHUT DOWN OF ANY SYSTEM OR THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN DISRUPTION OF SERVICE TO ANY AREA. CONTRACTOR SHALL ALSO COORDINATE THE EXACT LOCATION AND FEES, ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. TIMING OF SYSTEM(S) SHUT DOWN POINTS WITH THE OWNER REPRESENTATIVE. CONTRACTOR SHALL MAKE EVERY PRODUCTS ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE EFFORT POSSIBLE TO MINIMIZE THE DOWNTIME OR DISRUPTION OF ANY SYSTEMS. EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL 14. ROUTE ALL DUCTWORK ABOVE CEILINGS UNLESS INDICATED OTHERWISE. REFER TO PLANS FOR NEW AND REUSED EXISTING EQUIPMENT. ALL NEW EQUIPMENT, TEST AND BALANCE REPORT. PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. ETC., SHALL BE AS SPECIFIED, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS, AND 15, PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING AS INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICALLY POWERED EQUIPMENT TRAINING SERVICES PROVIDE REMOTE CABLE DAMPER OPERATORS FOR DAMPERS INSTALLED IN HARD TYPES. SHALL BE U.L. OR E.T.L. LISTED. CEILINGS WHEN ACCESS TO DAMPERS IS NOT AVAILABLE. THE CABLE OPERATORS WORKMANSHIP THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL SHALL INCLUDE CABLE AND WIRE, SOCKET WRENCH OPERATOR WITH MOUNTING 16, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING EXISTING PIPE ROUTING AND EQUIPMENT LOCATIONS) EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. BRACKETS AND CABLE CLAMP AND ALL NECESSARY MOUNTING HARDWARE TO ATTACH TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE TO DAMPER SHAFTS AND DUCTWORK. THE OPERATOR SHALL BE INSTALL IN AN EQUIPMENT/MATERIALS, 0 PROVIDED ACCESS EL E REMOTE CABLE ACCESSIBLE LOCATION OR VI WITH AN PAN TH M A _ A E A MANNER .WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCES TRAIN BUILDING OWNERS PERSONNEL DURING NORMAL WORKING HOURS ON START-UP AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND DAMPER OPERATORS SHALL BE AS MANUFACTURED BY YOUNG REGULATOR COMPANY 17. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT LEAD TIME TO AVOID DELAYING THE REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S OR EQUAL FROM VENTLOCK. COMPLETION OF THE PROJECT. DELAY IN DELIVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR TRADES, PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SUBMISSION OF SUBSTITUTE MATERIALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7 -DAYS PRIOR NOTICE TO FIRE SAFETY CONTROLS: 18. THE DESIGN IS BASED UPON THE EQUIPMENT OF THE MANUFACTURER SCHEDULED. ALTERNATE EQUIPMENT MECHANICAL CONTRACTOR SHALL DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING ARCHITECT/ENGINEER. MANUFACTURERS SPECIFIED WILL BE ACCEPTABLE SUBJECT TO MEETING THE SCHEDULED PERFORMANCE, FROM MECHANICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK. LEAVE AS A MINIMUM REQUIREMENT, INSTALL DUCT SMOKE DETECTOR FURNISHED AND WIRED MEETING THE SPECIFIED REQUIREMENTS AND COORDINATION WITH OTHER TRADES. IF CONTRACTOR CHOICES TO THE PREMISES BROOM CLEAN INSOFAR AS AFFECTED BY MECHANICAL WORK. SYSTEM IDENTIFICATION BY DIVISION 16 IN SUPPLY AIR DUCTS OF UNITS EXCEEDING 2000CFM AND IN THE UTILIZE AN ALTERNATE EQUIPMENT MANUFACTURER, THEN COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED SUPPLY AND RETURN AIR DUCTS OF UNITS EXCEEDING 15000CFM. DETECTOR TO SHUT TO, THE FOLLOWING: ALL DUCTWORK AND PIPING NOT OPERATIONAL DURING CONSTRUCTION SHALL BE EQUIPMENT TAGS ON DESIGN DRAWINGS DO NOT NECESSARILY REFLECT BUILDING UNIT OFF WHEN ACTIVATED. CAPPED UNTIL FINAL CONNECTIONS ARE MADE. EQUIPMENT TAGS. DRAWING TAGS ARE FOR THIS PROJECT ONLY AND ARE TO BE USED A. STRUCTURE SUPPORT FOR EQUIPMENT INCLUDING FOR ROOFTOP EQUIPMENT ALL RETURN GRILLES ON ALL HVAC SYSTEMS BEING OPERATED DURING CONSTRUCTION ONLY FOR REFERENCE. COORDINATE SPECIFIC EQUIPMENT TAG INDICATIONS WITH PROVIDE FIRE STAT IN RETURN AIR OF UNIT. FIRE STAT TO SHUT UNIT OFF WHEN COORDINATION OF STRUCTURAL ROOF FRAMING PLAN, SHALL HAVE FILTER MEDIA COVERING RETURN AIR OPENINGS TO PRE -FILTER AIR. BUILDING ENGINEER AND ANY BUILDING AUTOMATION SOFTWARE FOR CORRECT AND ACTIVATED. UNIT INTERLOCKED WITH FIRE ALARM SYSTEM TO SHUT UNIT OFF IF FILTER MEDIA TO BE REMOVED AT THE COMPLETION OF CONSTRUCTION. ACCURATE REFERENCE TAGS. ACTIVATED. B. MAINTAINING REQUIRED SERVICE CLEARANCE FOR EQUIPMENT. SHOP DRAWINGS AND SUBMITTALS PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND VIBRATION ISOLATION: C. DUCT AND PIPING CONNECTIONS FOR EQUIPMENT. EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED D. ELECTRICAL POWER REQUIREMENTS FOR EQUIPMENT. SUBMIT FOR ENGINEER'S APPROVAL, A MINIMUM OF 2 PRINTED COPIES OF SHOP OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND ACCESSORIES SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR MASON INDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH E. CONTROL REQUIREMENTS FOR. EQUIPMENT. PRIOR TO PURCHASE AND/OR FABRICATION. ELECTRONIC VERSIONS ARE NOT EQUIPMENT NAME AND %" FOR EQUIPMENT INFORMATION, EQUIPMENT WEIGHT AND DUTY. ACCEPTABLE AND WILL BE RETURNED REJECTED, UN -REVIEWED. F. ANY ADDITIONAL ENGINEERING DESIGN AND DESIGN FEE, HANGERS AND SUPPORTS PROVIDE FLEXIBLE CONNECTORS AT.ALL SUPPLY AND RETURN CONNECTIONS TO AIR SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH 19. THE CONTRACTOR PROVIDING THE EQUIPMENT SHALL BE RESPONSIBLE FOR ALL COST INCURRED BY THE CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS PROVIDE ALL NECESSARY DUCTWORK AND PIPE SUPPORTS, HANGERS, RODS, CLAMPS AIR -TIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT. CONTRACTOR AND SUBCONTRACTORS TO MODIFY THE BUILDING PROVISIONS TO ACCEPT THE FURNISHED SEAL AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK PIPING AND EQUIPMENT. SUBMITTAL PACKAGE FOR HVAC EQUIPMENT SHALL INCLUDE A COPY OF THE EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT INSULATION: �,��' les 1q//✓1 CERTIFICATION OF PROPOSED TEST AND BALANCE SUBCONTRACTOR. THE TEST AND AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. 20. CAP RETURN AIR DUCTS TO CONSTRUCTION ZONE TO PREVENT RETURN FROM THE CONSTRUCTION ZONE. -._;��,� BALANCE CONTRACTOR SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS-CORNING, JOHNS MANVILLE, MINIMIZE SYSTEM SUPPLY AIR PROVIDED TO CONSTRUCTION ZONE. (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). HVAC SUBMITTALS PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. PITTSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL. INSULA11ON SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER CHILDERS VIMASCO WILL NOT BE REVIEWED WITHOUT TEST AND BALANCE CERTIFICATION DOCUMENTATION. 21. EXISTING SYSTEMS TO REMAIN IN SERVICE WHILE NEW SYSTEMS ARE MADE OPERATIONAL, CONSTRUCTION ZONES QUALIFICATIONS OF MULTIPLE LEST AND BALANCE CONTRACTORS ARE ACCEPTABLE (TOTHE USE OF BALING WIRE, CLOTH WEBBING OR PERFORATED METAL STRAPPING IS NOT OR APPROVED EQUAL. ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION INA EXCLUDED. w,p ACCOMPLISH COMPETITIVE BIDDING OF WORK). CONTRACTOR SHALL SUBMIT FOR ACCEPTABLE FOR SUPPORTS. RETURN AIR PLENUM. 22. COORDINATE CONSTRUCTION PHASING AND CONSTRUCTION ZONE CONTAINMENT REQUIREMENTS WITH OWNER AND " ��0.' F APPROVAL THE PROPOSED TEST AND BALANCE CONTRACTOR AT THE TIME OF BID. Janie H.4 o s� PE FLr.f �-- - 0. 32018 WHEN PROVIDED, THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR THEIR ICRA REQUIREMENTS, ARCHITECTURAL, HVAC PLANS, SPECIFICATIONS AND/OR PRESSURE CONTAINMENT COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE DUCTWORK SHOP WARRANTY/GUARANTEE: INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH DETAIL �'LJ,"4u"r"o��°ro MANVILLE R SERIES MICROLITE TYPE 75 OR 100 INSULATION OR APPROVED EQUAL. , DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR INSULATION 0 E I FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF: ° ' !� BUILDINGS STRUCTURE. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF F ATION T HAVE TYPE I 23. PROVIDE TURNING VANES IN 90' SQUARE THROAT ELBOWS. C E N T R ' F LCA RI DA COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE FLAME SPREAD 2S, SMOKE DEVELOPED 50, FUEL CONTRIBUTED 50. INSTALL PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR INSULATION PER SMACNA, FLORIDA MODEL ENERGY EFFICIENCY CODE AND 24. READ THE SPECIFICATIONS REGIONAL HOSPITAL RECORD DRAWINGS MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION GLASS FABRIC AND MASTIC. 25. THIS CONTRACTOR SHALL ,BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE H.R. REN ®NATIO N CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE HVAC OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS MANUFACTURERS AND MODEL NUMBERS AS CALLED FOR IN THE SPECIFICATIONS AND SCHEDULED ON THE RECORD DRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION. RECORD DRAWINGS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING MINIMUM INSULATION THICKNESSES ARE AS FOLLOWS: DRAWINGS. IF MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF THE MANUFACTURERS SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND AUTOCADD DRAWING FILES RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. SUPPLY AND RETURN AIR IN UNCONDITIONED SPACE: 1.5" (R-6.5 MIN.) EQUIPMENT MAY BE USED IN THIS CONTRACTOR'S PROPOSAL SO LONG AS THEY MEET THE SCHEDULED [RELEASE 2008 OR NEWER]. RECORD DRAWINGS SHALL CONSIST OF AN ACCURATE SUPPLY AND RETURN AIR IN CONDITIONED INTERIOR SPACE: 1.0" (R-4.3 MIN.) PERFORMANCE. AS -BUILT RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL OUTSIDE AIR: 1.5" (R-6.5 MIN.) ACCURATE RECORD DRAWINGS ARE DELIVERED. • • SUPPLY AIR IN CEILING RETURN AIR PLENUM: 1.0" (R-4.3 MIN.) RENOVATION NOTES ACCESS DOORS RETURN AIR IN CEILING RETURN AIR PLENUM: NOT REQUIRED • DUCTWORK OUTSIDE OF BUILDING: 3" (R-8.3 MIN.) CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12 INA12 IN.) FOR 1. WHERE EXISTING SURFACES ARE DISRUPTED DUE TO THE REMOVAL OF EXISTING EQUIPMENT OR DUCTWORK, THIS DAMPERS, VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DISRUPTED SURFACES TO MATCH EXISTING ADJACENT TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE COORDINATED THROUGH PROPER INSULATION AND MOISTURE -SEAL IN A MANNER THAT WILL PERMANENTLY SURFACES. Hunton ARCHITECT TO MATCH SURROUNDING FINISHES. FIRE RATED ACCESS DOORS IN FIRE PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF RATED WALLS OR CEILINGS SHALL BEAR A U.L LABEL FOR FIRE RATING REQUIRED. AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS 2. EXISTING CONDITIONS AS SHOWN O THE DRAWINGS ARE TAKEN FROM ORIGINAL DRAWINGS OF THE BUILDING AND OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY IN PART ARE UNVERIFIED. FIELD CONDITIONS SHALL GOVERN. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO 1. WALL: ACORN N0. 8211-H3, DRYWALL TYPE, PRIME COATED STEEL, CONCEALED INITIATION OF WORK. CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO HINGE TYPE WITH ALLEN KEY LOCK ON REMOVABLE DOOR FOR PAINTED SURFACES. BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM ARCH !TEC T FOR TILE USE ACORN NO. 8212-H1, SATIN FINISH 18-8 STAINLESS STEEL. FOR THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. 3. PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED. EXISTING PIPING BROKEN DURING PLASTER WALLS, USE ACORN NO. 8212-H3 PRIME -COATED STEEL. CONSTRUCTION SHALL BE REPLACED WITH NEW PIPING OF THE SAME SIZE AND MATERIAL. 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 4. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS APPROVED BY THE AUTHORITIES HAVING JURISDICTION DAIL SUBMISSION NO. SURFACE. FOR ASPHALT CONCRETE OR EARTH SURFACE, USE ZURN NO. TO THE ARCHITECT/ENGINEER FOR ANY PIPING CONFIGURATIONS AND SIZES THAT DIFFER FROM THOSE SHOWN ON Z-1460-15 WITH Z1450-8. HVAC DRAWINGS AS A RESULT OF EXISTING SITE CONDITIONS AND/OR EXISTING PIPING LOCATIONS, 3. FLOORS: SMITH 4930, ZURN N0, Z-1460-10 NICKEL BRONZE SCORIATED SECURED TOP ACCESS COVER WITH LIFTING DEVICE AND PERFORATED CONCRETE FLANGE. 5. NEW WORK SHALL BE SUPPORTED BY THE MAIN BUILDING STRUCTURE. DO NOT ATTACH TO EXISTING DUCTWORK, SIZE AS INDICATED ON DRAWINGS. USE ZURN NO. ZANB-1460-12 OR SMITH 4940 PIPING, EQUIPMENT OR CONDUIT. FOR HINGED NON -REMOVABLE SECURED COVER. 6. REPAIR ALL DAMAGE CAUSED BY MOVING, RIGGING OR SETTING IN PLACE ANY SYSTEMS ASSOCIATED WITH THIS PROJECT AS REQUIRED. PATCH, REPAIR AND RETURN ALL FINISHES TO ORIGINAL CONDITION. 7. COORDINATE WITH GENERAL CONTRACTOR TO PATCH ALL EXISTING WALLS, FLOORS, CEILINGS, ETC., AS REQUIRED BY NEW WORK & DEMOLITION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL MATERIALS BEING REMOVED. 9. THE WORK INCLUDES EXISTING SERVICES OR EQUIPMENT WHICH MAY REQUIRE RELOCATION OR REROUTING OF EXISTING AND/OR NEW WORK AS A RESULT OF THE CONSTRUCTION. THIS WORK SHALL BE PERFORMED BY CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AND OWNER WITH NO ADDITIONAL COMPENSATION, MECHANICAL LEGEND, 10. EXISITING HARD CEILING, TILE CEILING, LIGHT FIXTURES AND OTHER FIXTURES ARE TO BE REMOVED AND REPLACED SMIMATIONS AND AS NECESSARY TO PERFORM THE REQUIRED HVAC RENOVATION. N01W PROJ. NO. --- SHEET DRAWN M.J.P. M1O1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBraelychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 DUCTWORK SINGLE LINE OR IF DRAWN DOUBLE LINE SINGLE UNE OR IF DRAWN DOUBLE LINE ROUND RETURN OR ROUND SUPPLY DUCT UP EXHAUST DUCT UP ROUND SUPPLY DUCT DN RETURN DUCT UP RETURN SUPPLY DUCT UP DUCT DOWN 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 j MECHANICAL SPECIFICATIONS EXECUTION HEATING/VENTILATING/AIR CONDITIONING SPECIFICATIONS COORDINATE AND SCHEDULE THE WORK WITH THE OWNER TO MINIMIZE DISRUPTIONS TO SCOPE of WORK GENENERAL NOTES GENERAL MECHANICAL REQUIREMENTS THE NORMAL OPERATIONS AT THE BUILDING. FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE 1. PERFORM WORK STRICTLY AS REQUIRED BY RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES AND LAWS DIVISION 15 ALL LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC., INDICATED ON THE DRAWINGS DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL OF LOCAL, STATE AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LEGAL JURISDICTION OVER IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS THE SITE. SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. ALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE GENERAL SCHEDULED AIR CONDITIONING UNITS, EXHAUST FANS, VARIABLE VOLUME BOXES, AIR WORK SHALL BE INSTALLED TO ENSURE MAXIMUM HEADROOM, BALANCED OPERATION THE COMPLETE INSTALLATION SHALL COMPLY WITH THE OUTLINED IN SPECIFICATION SECTION 15000 / 16000 AS DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL AND PENINSULA AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD DISTRIBUTION AND DUCTWORK. WELL AS THE FOLLOWING: SUPPLEMENTAL CONDITIONS AND DIVISION 1 SPECIFICATIONS APPLY TO WORK SPECIFIED MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. EQUIPMENT: - FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH CARE FACILITIES 2010. ENGINEERING IN THIS SECTION. COORDINATE WITH OTHER TRADES AND FIELD -VERIFY EXISTING CONDITIONS FOR EXACT TERMINAL UNITS: - FLORIDA BUILDING CODE - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. SCOPE OF WORK LOCATION AND ROUTING OF SYSTEMS, PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS - FLORIDA BUILDING CODE, MECHANICAL - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. AS REQUIRED. CONSTANT VOLUME BOX (CAV) - FLORIDA BUILDING CODE, PLUMBING - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE GAS - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. 2016 ALDEN ROAD WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: ORLANDO, FLORIDA 32803 NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON TERMINAL UNITS SHALL BE OF SIZES AND TYPES SHOWN ON DRAWINGS. UNITS SHALL - FLORIDA BUILDING CODE, TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES - 2010. EB 3089 - FLORIDA BUILDING CODE, FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION. VOICE 407.246.1688 ; FAX 4x7.246.1664 PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND HAVE FACTORY CATALOG PERFORMANCE RATINGS THAT CONFORM TO CFM, STATIC http://www.pelfla.com FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION PRESSURE AND NOISE CRITERIA DESIGNED. E -Mail to: pelOpelfla.com INCLUDING HEATING, VENTILATING, AIR CONDITIONING AND MISCELLANEOUS SYSTEMS AS LOCATIONS, TYPES AND SIZES. 2. FIRE ALARM SEQUENCE OF OPERATION: JOB fl. 12202 INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. CASING SHALL BE CONSTRUCTED OF ZINC -COATED STEEL NOT LIGHTER THAN NO. 22 A. ALL AIR HANDLING UNITS, (AHU & RTU), SHALL BE INTERLOCKED WITH THE FIRE ALARM SYSTEM AND , Copyright -All ideas, designs, methods and PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION M.S. GAUGE, OR ALUMINUM NOT LIGHTER THAN 0.04 IN. THICK. APON ACTIVATION OF THE SMOKE ZONES FIRE ALARM SYSTEM THE AIR HANDLING UNIT SERVING THE pians indicated or represented by this drawing RELATED WORK SPECIFIED ELSEWHERE of Peninrulu EFFECTED ZONE SHALL SHUT DOWN. Engineering, , Inc.dande property were created, evolved OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING y v CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. B. GENERAL EXHAUST FANS AND FIRE/SMOKE DAMPERS TO BE INTERLOCKED WITH ASSOCIATED AHU/RTU. and developed for use on and in connection INSIDE SURFACES SHALL HAVE LINING MATERIAL SUITABLE TO PROVIDE REQUIRED with the specified project. None of the ideas, REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE DONE IN UPON AHU/RTU SHUT -DOWN (MAUNUAL OR FROM SIGNAL FROM FIRE ALARM SYSTEM), ALL designs, arrangements, methods or plans shall ACOUSTIC PERFORMANCE, THERMAL INSULATION, AND PREVENT SWEATING. LINING be used rr or disclosed th any r plan, hall CONJUNCTION WITH THE MECHANICAL WORK. THIS CONTRACTOR IS RESPONSIBLE FOR GENERAL EXHAUST FANS SHALL STOP AND FIRE/SMOKE DAMPERS CLOSE. ALL CONDUIT, WIRING, JUNCTION BOXES, ETC., REQUIRED FOR HVAC CONTROLS. PROVIDE ALL PENETRATIONS REQUIRED TO COMPLETE INSTALLATION AND REMOVAL OF THICKNESS SHALL BE NOT LESS THAN 1 IN. C. ISOLATION EXHAUST FANS SHALL RUN CONTINUOUSLY. THEY ARE NOT TO or WITH THE ACTIVATION OF or corporation for any purpose whatsoever WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PENETRATIONS SHALL BE without the written permission of Peninsula INSTALL DUCT SMOKE DETECTOR FURNISHED BY DIVISION 16 IN SUPPLY AIR DUCTS OF CASING SHALL HAVE REMOVABLE PANELS LARGE ENOUGH TO PROVIDE ACCESS TO ALL PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL THE FIRE ALARM SYSTEM OR THE SHUT -DOWN OF THE ASSOCIATED UNIT. THE ISOLATION FANS SHALL Engineering, Inc. (C� pyright AIR HANDLING UNITS EXCEEDING 2000CFM AND WHERE INDICATED ON DRAWINGS. PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. MOVING PARTS FOR INSPECTION, ADJUSTMENT, AND MAINTENANCE WITHOUT ONLY BE 'MANUALLY' SHUT -DOWN. `"' zoos DETECTOR TO SHUT UNIT DOWN WHEN ACTIVATED. DISCONNECTING DUCTS. D. THE AHU/RTU & ASSOC. EXHAUST FANS SHALL REMAIN 'OFF', AND THE ASSOC. DAMPER REMAIN CLOSED CLEANING, TESTING AND ADJUSTING: UNTIL THE FIRE ALARM SYSTEM HAS BEEN RESET. SUBSTITUTIONS TOTAL LEAKAGE FROM CASINGS SHALL NOT EXCEED 3% OF THE SPECIFIED CAPACITY 3, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MATERIALS AND LABOR TO PROVIDE A THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, WHEN SUBJECTED TO A PRESSURE OF 'A IN. W.G. IN LOW PRESSURE SECTION WITH ALL COMPLETE, OPERATIONAL SYSTEM. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED OUTLETS AND INLETS SEALED OFF. LEAKAGE RATE OF CLOSED DAMPERS SHALL NOT THESE SPECIFICATIONS SHALL BE CONSIDERED AS :SPECIFIED STANDARD OF QUALITY. WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH EXCEED 1% OF SPECIFIED CAPACITY WHEN CLOSE -OFF PRESSURE DIFFERENTIAL IS 6 IN. 4. PROVIDE TEMPORARY DUCT ENDCAPS DURING CONSTRUCTION TO KEEP DUCT INTERIOR CLEAN. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED FOR PERFORMANCE TESTS W.G. ENGINEER. REQUIRED BY THESE SPECIFICATIONS AND BY TETE GOVERNING AUTHORITIES. NO WORK 5. COORDINATE ALL DIFFUSER/GRILLE INSTALLATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECTS THE ELECTRICAL SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. CONTROLS REQUIREMENTS SHALL BE COORDINATED BY THE MECHANICAL CONTRACTOR AND 6. ALL NEW MANUAL VOLUME DAMPERS INSTALLED SHALL BE FLAGGED WITH FLUORESCENT ORANGE SURVEYORS TESTING EQUIPMENT VENDOR WITH THE ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. : FACTORY MOUNTED CONTROL SHALL BE PROVIDED TO ACCOMPLISH THE SEQUENCE OF TAPE FOR IDENTIFICATION. FAILURE OF MECHANICAL CONTRACTOR AND VENDOR TO DO SO WILL NOT BE CAUSE OPERATION. ALL INTERIOR CONTROLS SHALL BE FACTORY FURNISHED AND INSTALLED. 7, FIRE STOP ALL PENETRATIONS OF FIRE -RATED WALLS, FLOOR AND CEILINGS, ALL FIRE -RATED PENETRATIONS FOR CHANGE OF BID AT A LATER TIME. IT WILL NOT BE THE RESPONSIBILITY OF THE ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO ELECTRICIAN TO COORDINATE REVISED ELECTRICAL REQUIREMENTS DUE TO EQUIPMENT DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO AIR DISTRIBUTION EQUIPMENT: SHALL . FIRE STOPPED AT THE END OF EVERY WORK DAY AND PERMANENTLY AT THE COMPLETION OF THE PROJECT. CHANGES INITIATED BY THE MECHANICAL CONTRACTOR AND VENDOR. IN ADDITION, THE BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE MECHANICAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS AS SCHEDULED ON THE 8. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND CORRECT, AS REQUIRED, TO CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. DESIGN DRAWINGS. PRICE MAY BE SUBSTITUTED AS AN EQUAL. MEET ALL THE PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS CODES, REGULATIONS, AND DISCREPANCIES BETWEEN EXISTING WORK SHOWN ON DRAWINGS AND WHAT IS CODES AND STANDARDS REQUIRED. REFER TO SHOP DRAWINGS AND SUBMITTAL SECTION. TEST AND BALANCE REPORTS BY NON -APPROVED CONTRACTORS WILL BE REJECTED. GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON INSTALLED ON SITE: APPLICABLE CODES: THE DESIGN DRAWINGS AND SHALL BE ALL STEEL CONSTRUCTION. AIR DISTRIBUTION g CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES. THIS CONTRACTOR SHALL PROVIDE A MINIMUM OF THREE (3) COPIES OF A TEST AND SHALL NOT EXCEED NC -30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH DUCTWORK: CARE FACILITIES 2010. BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLE11ON INSPECTION. 10, CONTRACTOR SHALL MAKE THE REQUIRED PROVISIONS FOR BRINGING IN ALL MECHANICAL EQUIPMENT INTO THE - FLORIDA BUILDING CODE - 2010 EDITION WITH SUPPLEMENTS AND LOCAL THE TEST AND BALANCE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BUILDING AMENDMENTS. BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING AND TO ITS FINAL INSTALLATION LOCATION. - FLORIDA BUILDING CODE, MECHANICAL - 2010 EDITION WITH SUPPLEMENTS AND BUREAU MATERIALS: GALVANIZED STEEL (G-90) OF GAUGES CONFORMING TO LATEST EDITION LOCAL AMENDMENTS. OF SMACNA STANDARDS BASED ON THE FOLLOWING PRESSURE UNLESS SPECIFICALLY 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE, AND/OR SMOKE RATING OF ALL PENETRATIONS. - FLORIDA BUILDING CODE, PLUMBING - 2010 EDITION WITH SUPPLEMENTS AND THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING NOTED OTHERWISE ON THE DRAWINGS. LOCAL AMENDMENTS. DATA: 12, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING DIMENSIONS PRIOR TO ORDERING - FLORIDA BUILDING CODE, GAS - 2010 EDITION WITH SUPPLEMENTS AND LOCAL 1. SUPPLY AIR: 2 IN. W.G. POSITIVE PRESSURE MATERIALS AND INSTALLING EQUIPMENT. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF MECHANICAL AMENDMENTS. 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. RETURN AIR: 1 IN. W.G. NEGATIVE PRESSURE AND ELECTRICAL SYSTEMS AND OTHER WORK. MAKE REASONABLE MODIFICATIONS IN LAYOUT AND COMPONENTS - FLORIDA BUILDING CODE, TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING 3. CAV SUPPLY AIR (FROM FAN TO CAV BOX) 3 IN. W.G. POSITIVE PRESSURE TO PREVENT CONFLICT WITH WORK OF OTHER TRADES. SIGNIFICANT MODIFICATIONS IN LAYOUT AND COMPONENTS 2010.DB/WB) CSHALL OMPENSATION TO CONTRACTOR. REVIEW BY REVIEW BY SUCH MODIFICATIONS SHALL NOT BE GROUNDS FOR ADDITIONAL - FLORIDA BUILDING CODE, FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION. 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. ALL DIMENSIONS ARE INSIDE NET FREE AREA. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 13. CONTRACTOR SHALL GIVE 24 HOUR NOTICE IN WRITING TO, AND RECEIVE WRITTEN APPROVAL FROM THE 5. DRIVE TYPES, SIZES AND SPEED RANGE. ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BUILDING ADMINISTRATOR (OR APPOINTED REPRESENTATIVE) PRIOR TO SHUT DOWN OF ANY SYSTEM OR THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN DISRUPTION OF SERVICE TO ANY AREA. CONTRACTOR SHALL ALSO COORDINATE THE EXACT LOCATION AND FEES, ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. TIMING OF SYSTEM(S) SHUT DOWN POINTS WITH THE OWNER REPRESENTATIVE. CONTRACTOR SHALL MAKE EVERY PRODUCTS ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE EFFORT POSSIBLE TO MINIMIZE THE DOWNTIME OR DISRUPTION OF ANY SYSTEMS. EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL 14. ROUTE ALL DUCTWORK ABOVE CEILINGS UNLESS INDICATED OTHERWISE. REFER TO PLANS FOR NEW AND REUSED EXISTING EQUIPMENT. ALL NEW EQUIPMENT, TEST AND BALANCE REPORT. PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. ETC., SHALL BE AS SPECIFIED, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS, AND 15, PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING AS INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICALLY POWERED EQUIPMENT TRAINING SERVICES PROVIDE REMOTE CABLE DAMPER OPERATORS FOR DAMPERS INSTALLED IN HARD TYPES. SHALL BE U.L. OR E.T.L. LISTED. CEILINGS WHEN ACCESS TO DAMPERS IS NOT AVAILABLE. THE CABLE OPERATORS WORKMANSHIP THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL SHALL INCLUDE CABLE AND WIRE, SOCKET WRENCH OPERATOR WITH MOUNTING 16, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING EXISTING PIPE ROUTING AND EQUIPMENT LOCATIONS) EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. BRACKETS AND CABLE CLAMP AND ALL NECESSARY MOUNTING HARDWARE TO ATTACH TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE TO DAMPER SHAFTS AND DUCTWORK. THE OPERATOR SHALL BE INSTALL IN AN EQUIPMENT/MATERIALS, 0 PROVIDED ACCESS EL E REMOTE CABLE ACCESSIBLE LOCATION OR VI WITH AN PAN TH M A _ A E A MANNER .WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCES TRAIN BUILDING OWNERS PERSONNEL DURING NORMAL WORKING HOURS ON START-UP AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND DAMPER OPERATORS SHALL BE AS MANUFACTURED BY YOUNG REGULATOR COMPANY 17. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT LEAD TIME TO AVOID DELAYING THE REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S OR EQUAL FROM VENTLOCK. COMPLETION OF THE PROJECT. DELAY IN DELIVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR TRADES, PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SUBMISSION OF SUBSTITUTE MATERIALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7 -DAYS PRIOR NOTICE TO FIRE SAFETY CONTROLS: 18. THE DESIGN IS BASED UPON THE EQUIPMENT OF THE MANUFACTURER SCHEDULED. ALTERNATE EQUIPMENT MECHANICAL CONTRACTOR SHALL DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING ARCHITECT/ENGINEER. MANUFACTURERS SPECIFIED WILL BE ACCEPTABLE SUBJECT TO MEETING THE SCHEDULED PERFORMANCE, FROM MECHANICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK. LEAVE AS A MINIMUM REQUIREMENT, INSTALL DUCT SMOKE DETECTOR FURNISHED AND WIRED MEETING THE SPECIFIED REQUIREMENTS AND COORDINATION WITH OTHER TRADES. IF CONTRACTOR CHOICES TO THE PREMISES BROOM CLEAN INSOFAR AS AFFECTED BY MECHANICAL WORK. SYSTEM IDENTIFICATION BY DIVISION 16 IN SUPPLY AIR DUCTS OF UNITS EXCEEDING 2000CFM AND IN THE UTILIZE AN ALTERNATE EQUIPMENT MANUFACTURER, THEN COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED SUPPLY AND RETURN AIR DUCTS OF UNITS EXCEEDING 15000CFM. DETECTOR TO SHUT TO, THE FOLLOWING: ALL DUCTWORK AND PIPING NOT OPERATIONAL DURING CONSTRUCTION SHALL BE EQUIPMENT TAGS ON DESIGN DRAWINGS DO NOT NECESSARILY REFLECT BUILDING UNIT OFF WHEN ACTIVATED. CAPPED UNTIL FINAL CONNECTIONS ARE MADE. EQUIPMENT TAGS. DRAWING TAGS ARE FOR THIS PROJECT ONLY AND ARE TO BE USED A. STRUCTURE SUPPORT FOR EQUIPMENT INCLUDING FOR ROOFTOP EQUIPMENT ALL RETURN GRILLES ON ALL HVAC SYSTEMS BEING OPERATED DURING CONSTRUCTION ONLY FOR REFERENCE. COORDINATE SPECIFIC EQUIPMENT TAG INDICATIONS WITH PROVIDE FIRE STAT IN RETURN AIR OF UNIT. FIRE STAT TO SHUT UNIT OFF WHEN COORDINATION OF STRUCTURAL ROOF FRAMING PLAN, SHALL HAVE FILTER MEDIA COVERING RETURN AIR OPENINGS TO PRE -FILTER AIR. BUILDING ENGINEER AND ANY BUILDING AUTOMATION SOFTWARE FOR CORRECT AND ACTIVATED. UNIT INTERLOCKED WITH FIRE ALARM SYSTEM TO SHUT UNIT OFF IF FILTER MEDIA TO BE REMOVED AT THE COMPLETION OF CONSTRUCTION. ACCURATE REFERENCE TAGS. ACTIVATED. B. MAINTAINING REQUIRED SERVICE CLEARANCE FOR EQUIPMENT. SHOP DRAWINGS AND SUBMITTALS PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND VIBRATION ISOLATION: C. DUCT AND PIPING CONNECTIONS FOR EQUIPMENT. EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED D. ELECTRICAL POWER REQUIREMENTS FOR EQUIPMENT. SUBMIT FOR ENGINEER'S APPROVAL, A MINIMUM OF 2 PRINTED COPIES OF SHOP OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND ACCESSORIES SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR MASON INDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH E. CONTROL REQUIREMENTS FOR. EQUIPMENT. PRIOR TO PURCHASE AND/OR FABRICATION. ELECTRONIC VERSIONS ARE NOT EQUIPMENT NAME AND %" FOR EQUIPMENT INFORMATION, EQUIPMENT WEIGHT AND DUTY. ACCEPTABLE AND WILL BE RETURNED REJECTED, UN -REVIEWED. F. ANY ADDITIONAL ENGINEERING DESIGN AND DESIGN FEE, HANGERS AND SUPPORTS PROVIDE FLEXIBLE CONNECTORS AT.ALL SUPPLY AND RETURN CONNECTIONS TO AIR SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH 19. THE CONTRACTOR PROVIDING THE EQUIPMENT SHALL BE RESPONSIBLE FOR ALL COST INCURRED BY THE CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS PROVIDE ALL NECESSARY DUCTWORK AND PIPE SUPPORTS, HANGERS, RODS, CLAMPS AIR -TIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT. CONTRACTOR AND SUBCONTRACTORS TO MODIFY THE BUILDING PROVISIONS TO ACCEPT THE FURNISHED SEAL AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK PIPING AND EQUIPMENT. SUBMITTAL PACKAGE FOR HVAC EQUIPMENT SHALL INCLUDE A COPY OF THE EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT INSULATION: �,��' les 1q//✓1 CERTIFICATION OF PROPOSED TEST AND BALANCE SUBCONTRACTOR. THE TEST AND AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. 20. CAP RETURN AIR DUCTS TO CONSTRUCTION ZONE TO PREVENT RETURN FROM THE CONSTRUCTION ZONE. -._;��,� BALANCE CONTRACTOR SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS-CORNING, JOHNS MANVILLE, MINIMIZE SYSTEM SUPPLY AIR PROVIDED TO CONSTRUCTION ZONE. (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). HVAC SUBMITTALS PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. PITTSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL. INSULA11ON SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER CHILDERS VIMASCO WILL NOT BE REVIEWED WITHOUT TEST AND BALANCE CERTIFICATION DOCUMENTATION. 21. EXISTING SYSTEMS TO REMAIN IN SERVICE WHILE NEW SYSTEMS ARE MADE OPERATIONAL, CONSTRUCTION ZONES QUALIFICATIONS OF MULTIPLE LEST AND BALANCE CONTRACTORS ARE ACCEPTABLE (TOTHE USE OF BALING WIRE, CLOTH WEBBING OR PERFORATED METAL STRAPPING IS NOT OR APPROVED EQUAL. ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION INA EXCLUDED. w,p ACCOMPLISH COMPETITIVE BIDDING OF WORK). CONTRACTOR SHALL SUBMIT FOR ACCEPTABLE FOR SUPPORTS. RETURN AIR PLENUM. 22. COORDINATE CONSTRUCTION PHASING AND CONSTRUCTION ZONE CONTAINMENT REQUIREMENTS WITH OWNER AND " ��0.' F APPROVAL THE PROPOSED TEST AND BALANCE CONTRACTOR AT THE TIME OF BID. Janie H.4 o s� PE FLr.f �-- - 0. 32018 WHEN PROVIDED, THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR THEIR ICRA REQUIREMENTS, ARCHITECTURAL, HVAC PLANS, SPECIFICATIONS AND/OR PRESSURE CONTAINMENT COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE DUCTWORK SHOP WARRANTY/GUARANTEE: INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH DETAIL �'LJ,"4u"r"o��°ro MANVILLE R SERIES MICROLITE TYPE 75 OR 100 INSULATION OR APPROVED EQUAL. , DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR INSULATION 0 E I FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF: ° ' !� BUILDINGS STRUCTURE. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF F ATION T HAVE TYPE I 23. PROVIDE TURNING VANES IN 90' SQUARE THROAT ELBOWS. C E N T R ' F LCA RI DA COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE FLAME SPREAD 2S, SMOKE DEVELOPED 50, FUEL CONTRIBUTED 50. INSTALL PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR INSULATION PER SMACNA, FLORIDA MODEL ENERGY EFFICIENCY CODE AND 24. READ THE SPECIFICATIONS REGIONAL HOSPITAL RECORD DRAWINGS MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION GLASS FABRIC AND MASTIC. 25. THIS CONTRACTOR SHALL ,BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE H.R. REN ®NATIO N CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE HVAC OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS MANUFACTURERS AND MODEL NUMBERS AS CALLED FOR IN THE SPECIFICATIONS AND SCHEDULED ON THE RECORD DRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION. RECORD DRAWINGS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING MINIMUM INSULATION THICKNESSES ARE AS FOLLOWS: DRAWINGS. IF MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF THE MANUFACTURERS SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND AUTOCADD DRAWING FILES RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. SUPPLY AND RETURN AIR IN UNCONDITIONED SPACE: 1.5" (R-6.5 MIN.) EQUIPMENT MAY BE USED IN THIS CONTRACTOR'S PROPOSAL SO LONG AS THEY MEET THE SCHEDULED [RELEASE 2008 OR NEWER]. RECORD DRAWINGS SHALL CONSIST OF AN ACCURATE SUPPLY AND RETURN AIR IN CONDITIONED INTERIOR SPACE: 1.0" (R-4.3 MIN.) PERFORMANCE. AS -BUILT RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL OUTSIDE AIR: 1.5" (R-6.5 MIN.) ACCURATE RECORD DRAWINGS ARE DELIVERED. • • SUPPLY AIR IN CEILING RETURN AIR PLENUM: 1.0" (R-4.3 MIN.) RENOVATION NOTES ACCESS DOORS RETURN AIR IN CEILING RETURN AIR PLENUM: NOT REQUIRED • DUCTWORK OUTSIDE OF BUILDING: 3" (R-8.3 MIN.) CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12 INA12 IN.) FOR 1. WHERE EXISTING SURFACES ARE DISRUPTED DUE TO THE REMOVAL OF EXISTING EQUIPMENT OR DUCTWORK, THIS DAMPERS, VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DISRUPTED SURFACES TO MATCH EXISTING ADJACENT TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE COORDINATED THROUGH PROPER INSULATION AND MOISTURE -SEAL IN A MANNER THAT WILL PERMANENTLY SURFACES. Hunton ARCHITECT TO MATCH SURROUNDING FINISHES. FIRE RATED ACCESS DOORS IN FIRE PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF RATED WALLS OR CEILINGS SHALL BEAR A U.L LABEL FOR FIRE RATING REQUIRED. AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS 2. EXISTING CONDITIONS AS SHOWN O THE DRAWINGS ARE TAKEN FROM ORIGINAL DRAWINGS OF THE BUILDING AND OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY IN PART ARE UNVERIFIED. FIELD CONDITIONS SHALL GOVERN. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO 1. WALL: ACORN N0. 8211-H3, DRYWALL TYPE, PRIME COATED STEEL, CONCEALED INITIATION OF WORK. CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO HINGE TYPE WITH ALLEN KEY LOCK ON REMOVABLE DOOR FOR PAINTED SURFACES. BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM ARCH !TEC T FOR TILE USE ACORN NO. 8212-H1, SATIN FINISH 18-8 STAINLESS STEEL. FOR THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. 3. PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED. EXISTING PIPING BROKEN DURING PLASTER WALLS, USE ACORN NO. 8212-H3 PRIME -COATED STEEL. CONSTRUCTION SHALL BE REPLACED WITH NEW PIPING OF THE SAME SIZE AND MATERIAL. 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 4. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS APPROVED BY THE AUTHORITIES HAVING JURISDICTION DAIL SUBMISSION NO. SURFACE. FOR ASPHALT CONCRETE OR EARTH SURFACE, USE ZURN NO. TO THE ARCHITECT/ENGINEER FOR ANY PIPING CONFIGURATIONS AND SIZES THAT DIFFER FROM THOSE SHOWN ON Z-1460-15 WITH Z1450-8. HVAC DRAWINGS AS A RESULT OF EXISTING SITE CONDITIONS AND/OR EXISTING PIPING LOCATIONS, 3. FLOORS: SMITH 4930, ZURN N0, Z-1460-10 NICKEL BRONZE SCORIATED SECURED TOP ACCESS COVER WITH LIFTING DEVICE AND PERFORATED CONCRETE FLANGE. 5. NEW WORK SHALL BE SUPPORTED BY THE MAIN BUILDING STRUCTURE. DO NOT ATTACH TO EXISTING DUCTWORK, SIZE AS INDICATED ON DRAWINGS. USE ZURN NO. ZANB-1460-12 OR SMITH 4940 PIPING, EQUIPMENT OR CONDUIT. FOR HINGED NON -REMOVABLE SECURED COVER. 6. REPAIR ALL DAMAGE CAUSED BY MOVING, RIGGING OR SETTING IN PLACE ANY SYSTEMS ASSOCIATED WITH THIS PROJECT AS REQUIRED. PATCH, REPAIR AND RETURN ALL FINISHES TO ORIGINAL CONDITION. 7. COORDINATE WITH GENERAL CONTRACTOR TO PATCH ALL EXISTING WALLS, FLOORS, CEILINGS, ETC., AS REQUIRED BY NEW WORK & DEMOLITION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL MATERIALS BEING REMOVED. 9. THE WORK INCLUDES EXISTING SERVICES OR EQUIPMENT WHICH MAY REQUIRE RELOCATION OR REROUTING OF EXISTING AND/OR NEW WORK AS A RESULT OF THE CONSTRUCTION. THIS WORK SHALL BE PERFORMED BY CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AND OWNER WITH NO ADDITIONAL COMPENSATION, MECHANICAL LEGEND, 10. EXISITING HARD CEILING, TILE CEILING, LIGHT FIXTURES AND OTHER FIXTURES ARE TO BE REMOVED AND REPLACED SMIMATIONS AND AS NECESSARY TO PERFORM THE REQUIRED HVAC RENOVATION. N01W PROJ. NO. --- SHEET DRAWN M.J.P. M1O1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBraelychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 DUCTWORK SINGLE LINE OR IF DRAWN DOUBLE LINE SINGLE UNE OR IF DRAWN DOUBLE LINE ROUND RETURN OR ROUND SUPPLY DUCT UP EXHAUST DUCT UP ROUND SUPPLY DUCT DN RETURN DUCT UP RETURN SUPPLY DUCT UP DUCT DOWN EXHAUST SUPPLY DUCT DOWN DUCT UP EXHAUST DUCT DOWN STANDARD SQUARE ELBOW WITH TURNING VANES ROUND RETURN OR EXHAUST DUCT DN SUPPLY/RETURN EXHAUST HORIZONTAL OFFSET SUPPLY/RETURN STANDARD RADIUS ELBOW /EXHAUST EXHAUST R(D) SUPPLY/RETURN P kw d R(D) _„_ RISE OR DROP SUPPLY/RETURN/ tEEq e EXHAUST ROUND SPLIT TAKE -OFF W/ BRANCH DAMPERS SUPPLY DUCT -\\- 90' TAKE -OFF W/BRANCH TAKE -OFF VOLUME DAMPER (VD IN LOW PRESSURE BULLHEAD SPLIT SUPPLY SYSTEMS ONLY) BULLHEAD CONVERGE RETURN/EXHAUST W/BRANCH TAKE -OFF VOLUME DAMPER SIDEWALL DUCT MTD REGISTER/GRILLE p - CEILING DUCT MTD DIFF/GRILLE W/BRANCH TAKE -OFF W/BRANCH TAKE -OFF VOLUME DAMPER VOLUME DAMPER 4 SUPPLY SIDEWALL LINEAR DIFFUSER CEILING DUCT (W/ 1" INTERNALLY LINED SM PLENUM) Fpi MTD DIFF/GRILLE BRANCH CONN W VD VN W/BRANCH TAKE -OFF FOR EVERY 4' OF VOLUME DAMPER LINEAR SUPPLY CEILING ` ACOUSTICALLY LINEAR DIFFUSER (W/ 1" INTERNALLY LINED DUCT LINED SM PLENUM) BRANCH CONN W/VD FOR EVERY 4' OF BOOT BY 90' CONICAL TAKEOFF TO DIFF/GRILLE LINEAR LD MFR W/BRANCH TAKE -OFF MANUAL VOLUME DAMPER ^- OPEN END DUCT W VD & I "- 1/2"x1/2" WMS DUCT SIZE FIRST 20x10 ` " `' _I DEMO/EXISTING E , r p 20x1 �2 TO BE REMOVED FIGURE IS SIDE SHOWN -� MANUAL VOLUME DAMPER 751 UNDERCUT DOOR (75 CFM) OR SPACE PRESSURE RELATIONSHIP SD SMOKE DETECTOR (DUCT MOUNTED) W/ ACCESS DOOR RETURN OR EXHAUST AIR FLOW FD FIRE DAMPER W/ACCESS DOOR -� SUPPLY AIR FLOW F/SD COMBINATION FIRE/SMOKE DAMPER W/ACCESS DOOR OR ® RETURN GRILLE OR REGISTER POINT OF CONNECTION POINT OF DEMARCATION A OR A EXHAUST GRILLE OR REGISTER QQ TEMPERATURE SENSOR OR THERMOSTAT © PRESSURE SENSOR nP DIFFERENTIAL PRESSURE CONTRACTOR'S EQUIPMENT INSTALLATION RESPONSIBILITY CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CONNEC11ONS TO THE OWNER -FURNISHED MEDICAL HEADRAILS INCLUDED AS PART OF THIS PROJECT. CONTRACTOR SHALL COORDINATE WITH THE HEADRAIL MANUFACTURERS SHOP DRAWINGS ALL REQUIRED CONNECTIONS INCLUDING MEDICAL GAS (AIR, OXYGEN, AND VACUUM), RECEPTACLES, VOICE/DATA OUTLETS, NURSE CALL, CODE BLUE, PHYSIOLOGICAL MONITORING OUTLETS, LIGHT SWITCHES, ETC. TO VERIFY THAT ALL NECESSARY MATERIAL AND LABOR IS PROVIDED. THIS COORDINATION SHALL ALSO INCLUDE ALL CONDUITS, WIRING, RELAYS, ETC. NECESSARY TO EXTEND SERVICES FROM THE MAIN HEADRAIL COMPONENT TO EITHER A REMOTELY MOUNTED BED LOCATOR AND/OR WALL -MOUNTED PATIENT BED LIGHT PROVIDED AS PART OF THE HEADRAIL PACKAGE. CONTRACTOR SHALL ALSO COORDINATE ALL MECHANICAL AND ELECTRICAL CONNECTION REQUIREMENTS FOR ALL OWNER -FURNISHED EQUIPMENT WITH ITS LOCATION AS SHOWN ON THE ARCHITECTURAL DRAWINGS INCLUDED IN THESE CONTRACT DOCUMENTS. MECHANICAL DRAWING INDEX SHEET NUMBER SHEET DESCRIPTION SHEET SCALE: M101 MECHANICAL LEGEND, SPECIFICATIONS AND NOTES NONE M201 DEMOLITION PLAN FIRST FLOOR MECHANICAL DUCTWORK 1/4"=1'-0" M202 DEMOLITION PLAN FIRST FLOOR MECHANICAL PIPING 1/4"=1'-0" M301 RENOVATION PLAN FIRST FLOOR MECHANICAL DUCTWORK 1/4"=1'-0" M302 RENOVATION PLAN FIRST FLOOR MECHANICAL PIPING 1/4"=1'-0" M401 RENOVATION PLAN ROOF MECHANICAL 1/4"=1'-0" M501 MECHANICAL SCHEDULES AND DETAILS NONE MECHANICAL SPECIFICATIONS EXECUTION HEATING/VENTILATING/AIR CONDITIONING SPECIFICATIONS COORDINATE AND SCHEDULE THE WORK WITH THE OWNER TO MINIMIZE DISRUPTIONS TO SCOPE of WORK GENENERAL NOTES GENERAL MECHANICAL REQUIREMENTS THE NORMAL OPERATIONS AT THE BUILDING. FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE 1. PERFORM WORK STRICTLY AS REQUIRED BY RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES AND LAWS DIVISION 15 ALL LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC., INDICATED ON THE DRAWINGS DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL OF LOCAL, STATE AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LEGAL JURISDICTION OVER IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS THE SITE. SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. ALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE GENERAL SCHEDULED AIR CONDITIONING UNITS, EXHAUST FANS, VARIABLE VOLUME BOXES, AIR WORK SHALL BE INSTALLED TO ENSURE MAXIMUM HEADROOM, BALANCED OPERATION THE COMPLETE INSTALLATION SHALL COMPLY WITH THE OUTLINED IN SPECIFICATION SECTION 15000 / 16000 AS DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL AND PENINSULA AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD DISTRIBUTION AND DUCTWORK. WELL AS THE FOLLOWING: SUPPLEMENTAL CONDITIONS AND DIVISION 1 SPECIFICATIONS APPLY TO WORK SPECIFIED MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. EQUIPMENT: - FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH CARE FACILITIES 2010. ENGINEERING IN THIS SECTION. COORDINATE WITH OTHER TRADES AND FIELD -VERIFY EXISTING CONDITIONS FOR EXACT TERMINAL UNITS: - FLORIDA BUILDING CODE - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. SCOPE OF WORK LOCATION AND ROUTING OF SYSTEMS, PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS - FLORIDA BUILDING CODE, MECHANICAL - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. AS REQUIRED. CONSTANT VOLUME BOX (CAV) - FLORIDA BUILDING CODE, PLUMBING - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE GAS - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. 2016 ALDEN ROAD WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: ORLANDO, FLORIDA 32803 NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON TERMINAL UNITS SHALL BE OF SIZES AND TYPES SHOWN ON DRAWINGS. UNITS SHALL - FLORIDA BUILDING CODE, TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES - 2010. EB 3089 - FLORIDA BUILDING CODE, FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION. VOICE 407.246.1688 ; FAX 4x7.246.1664 PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND HAVE FACTORY CATALOG PERFORMANCE RATINGS THAT CONFORM TO CFM, STATIC http://www.pelfla.com FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION PRESSURE AND NOISE CRITERIA DESIGNED. E -Mail to: pelOpelfla.com INCLUDING HEATING, VENTILATING, AIR CONDITIONING AND MISCELLANEOUS SYSTEMS AS LOCATIONS, TYPES AND SIZES. 2. FIRE ALARM SEQUENCE OF OPERATION: JOB fl. 12202 INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. CASING SHALL BE CONSTRUCTED OF ZINC -COATED STEEL NOT LIGHTER THAN NO. 22 A. ALL AIR HANDLING UNITS, (AHU & RTU), SHALL BE INTERLOCKED WITH THE FIRE ALARM SYSTEM AND , Copyright -All ideas, designs, methods and PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION M.S. GAUGE, OR ALUMINUM NOT LIGHTER THAN 0.04 IN. THICK. APON ACTIVATION OF THE SMOKE ZONES FIRE ALARM SYSTEM THE AIR HANDLING UNIT SERVING THE pians indicated or represented by this drawing RELATED WORK SPECIFIED ELSEWHERE of Peninrulu EFFECTED ZONE SHALL SHUT DOWN. Engineering, , Inc.dande property were created, evolved OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING y v CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. B. GENERAL EXHAUST FANS AND FIRE/SMOKE DAMPERS TO BE INTERLOCKED WITH ASSOCIATED AHU/RTU. and developed for use on and in connection INSIDE SURFACES SHALL HAVE LINING MATERIAL SUITABLE TO PROVIDE REQUIRED with the specified project. None of the ideas, REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE DONE IN UPON AHU/RTU SHUT -DOWN (MAUNUAL OR FROM SIGNAL FROM FIRE ALARM SYSTEM), ALL designs, arrangements, methods or plans shall ACOUSTIC PERFORMANCE, THERMAL INSULATION, AND PREVENT SWEATING. LINING be used rr or disclosed th any r plan, hall CONJUNCTION WITH THE MECHANICAL WORK. THIS CONTRACTOR IS RESPONSIBLE FOR GENERAL EXHAUST FANS SHALL STOP AND FIRE/SMOKE DAMPERS CLOSE. ALL CONDUIT, WIRING, JUNCTION BOXES, ETC., REQUIRED FOR HVAC CONTROLS. PROVIDE ALL PENETRATIONS REQUIRED TO COMPLETE INSTALLATION AND REMOVAL OF THICKNESS SHALL BE NOT LESS THAN 1 IN. C. ISOLATION EXHAUST FANS SHALL RUN CONTINUOUSLY. THEY ARE NOT TO or WITH THE ACTIVATION OF or corporation for any purpose whatsoever WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PENETRATIONS SHALL BE without the written permission of Peninsula INSTALL DUCT SMOKE DETECTOR FURNISHED BY DIVISION 16 IN SUPPLY AIR DUCTS OF CASING SHALL HAVE REMOVABLE PANELS LARGE ENOUGH TO PROVIDE ACCESS TO ALL PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL THE FIRE ALARM SYSTEM OR THE SHUT -DOWN OF THE ASSOCIATED UNIT. THE ISOLATION FANS SHALL Engineering, Inc. (C� pyright AIR HANDLING UNITS EXCEEDING 2000CFM AND WHERE INDICATED ON DRAWINGS. PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. MOVING PARTS FOR INSPECTION, ADJUSTMENT, AND MAINTENANCE WITHOUT ONLY BE 'MANUALLY' SHUT -DOWN. `"' zoos DETECTOR TO SHUT UNIT DOWN WHEN ACTIVATED. DISCONNECTING DUCTS. D. THE AHU/RTU & ASSOC. EXHAUST FANS SHALL REMAIN 'OFF', AND THE ASSOC. DAMPER REMAIN CLOSED CLEANING, TESTING AND ADJUSTING: UNTIL THE FIRE ALARM SYSTEM HAS BEEN RESET. SUBSTITUTIONS TOTAL LEAKAGE FROM CASINGS SHALL NOT EXCEED 3% OF THE SPECIFIED CAPACITY 3, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MATERIALS AND LABOR TO PROVIDE A THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, WHEN SUBJECTED TO A PRESSURE OF 'A IN. W.G. IN LOW PRESSURE SECTION WITH ALL COMPLETE, OPERATIONAL SYSTEM. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED OUTLETS AND INLETS SEALED OFF. LEAKAGE RATE OF CLOSED DAMPERS SHALL NOT THESE SPECIFICATIONS SHALL BE CONSIDERED AS :SPECIFIED STANDARD OF QUALITY. WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH EXCEED 1% OF SPECIFIED CAPACITY WHEN CLOSE -OFF PRESSURE DIFFERENTIAL IS 6 IN. 4. PROVIDE TEMPORARY DUCT ENDCAPS DURING CONSTRUCTION TO KEEP DUCT INTERIOR CLEAN. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED FOR PERFORMANCE TESTS W.G. ENGINEER. REQUIRED BY THESE SPECIFICATIONS AND BY TETE GOVERNING AUTHORITIES. NO WORK 5. COORDINATE ALL DIFFUSER/GRILLE INSTALLATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECTS THE ELECTRICAL SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. CONTROLS REQUIREMENTS SHALL BE COORDINATED BY THE MECHANICAL CONTRACTOR AND 6. ALL NEW MANUAL VOLUME DAMPERS INSTALLED SHALL BE FLAGGED WITH FLUORESCENT ORANGE SURVEYORS TESTING EQUIPMENT VENDOR WITH THE ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. : FACTORY MOUNTED CONTROL SHALL BE PROVIDED TO ACCOMPLISH THE SEQUENCE OF TAPE FOR IDENTIFICATION. FAILURE OF MECHANICAL CONTRACTOR AND VENDOR TO DO SO WILL NOT BE CAUSE OPERATION. ALL INTERIOR CONTROLS SHALL BE FACTORY FURNISHED AND INSTALLED. 7, FIRE STOP ALL PENETRATIONS OF FIRE -RATED WALLS, FLOOR AND CEILINGS, ALL FIRE -RATED PENETRATIONS FOR CHANGE OF BID AT A LATER TIME. IT WILL NOT BE THE RESPONSIBILITY OF THE ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO ELECTRICIAN TO COORDINATE REVISED ELECTRICAL REQUIREMENTS DUE TO EQUIPMENT DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO AIR DISTRIBUTION EQUIPMENT: SHALL . FIRE STOPPED AT THE END OF EVERY WORK DAY AND PERMANENTLY AT THE COMPLETION OF THE PROJECT. CHANGES INITIATED BY THE MECHANICAL CONTRACTOR AND VENDOR. IN ADDITION, THE BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE MECHANICAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS AS SCHEDULED ON THE 8. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND CORRECT, AS REQUIRED, TO CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. DESIGN DRAWINGS. PRICE MAY BE SUBSTITUTED AS AN EQUAL. MEET ALL THE PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS CODES, REGULATIONS, AND DISCREPANCIES BETWEEN EXISTING WORK SHOWN ON DRAWINGS AND WHAT IS CODES AND STANDARDS REQUIRED. REFER TO SHOP DRAWINGS AND SUBMITTAL SECTION. TEST AND BALANCE REPORTS BY NON -APPROVED CONTRACTORS WILL BE REJECTED. GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON INSTALLED ON SITE: APPLICABLE CODES: THE DESIGN DRAWINGS AND SHALL BE ALL STEEL CONSTRUCTION. AIR DISTRIBUTION g CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES. THIS CONTRACTOR SHALL PROVIDE A MINIMUM OF THREE (3) COPIES OF A TEST AND SHALL NOT EXCEED NC -30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH DUCTWORK: CARE FACILITIES 2010. BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLE11ON INSPECTION. 10, CONTRACTOR SHALL MAKE THE REQUIRED PROVISIONS FOR BRINGING IN ALL MECHANICAL EQUIPMENT INTO THE - FLORIDA BUILDING CODE - 2010 EDITION WITH SUPPLEMENTS AND LOCAL THE TEST AND BALANCE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BUILDING AMENDMENTS. BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING AND TO ITS FINAL INSTALLATION LOCATION. - FLORIDA BUILDING CODE, MECHANICAL - 2010 EDITION WITH SUPPLEMENTS AND BUREAU MATERIALS: GALVANIZED STEEL (G-90) OF GAUGES CONFORMING TO LATEST EDITION LOCAL AMENDMENTS. OF SMACNA STANDARDS BASED ON THE FOLLOWING PRESSURE UNLESS SPECIFICALLY 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE, AND/OR SMOKE RATING OF ALL PENETRATIONS. - FLORIDA BUILDING CODE, PLUMBING - 2010 EDITION WITH SUPPLEMENTS AND THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING NOTED OTHERWISE ON THE DRAWINGS. LOCAL AMENDMENTS. DATA: 12, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING DIMENSIONS PRIOR TO ORDERING - FLORIDA BUILDING CODE, GAS - 2010 EDITION WITH SUPPLEMENTS AND LOCAL 1. SUPPLY AIR: 2 IN. W.G. POSITIVE PRESSURE MATERIALS AND INSTALLING EQUIPMENT. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF MECHANICAL AMENDMENTS. 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. RETURN AIR: 1 IN. W.G. NEGATIVE PRESSURE AND ELECTRICAL SYSTEMS AND OTHER WORK. MAKE REASONABLE MODIFICATIONS IN LAYOUT AND COMPONENTS - FLORIDA BUILDING CODE, TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING 3. CAV SUPPLY AIR (FROM FAN TO CAV BOX) 3 IN. W.G. POSITIVE PRESSURE TO PREVENT CONFLICT WITH WORK OF OTHER TRADES. SIGNIFICANT MODIFICATIONS IN LAYOUT AND COMPONENTS 2010.DB/WB) CSHALL OMPENSATION TO CONTRACTOR. REVIEW BY REVIEW BY SUCH MODIFICATIONS SHALL NOT BE GROUNDS FOR ADDITIONAL - FLORIDA BUILDING CODE, FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION. 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. ALL DIMENSIONS ARE INSIDE NET FREE AREA. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 13. CONTRACTOR SHALL GIVE 24 HOUR NOTICE IN WRITING TO, AND RECEIVE WRITTEN APPROVAL FROM THE 5. DRIVE TYPES, SIZES AND SPEED RANGE. ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BUILDING ADMINISTRATOR (OR APPOINTED REPRESENTATIVE) PRIOR TO SHUT DOWN OF ANY SYSTEM OR THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN DISRUPTION OF SERVICE TO ANY AREA. CONTRACTOR SHALL ALSO COORDINATE THE EXACT LOCATION AND FEES, ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. TIMING OF SYSTEM(S) SHUT DOWN POINTS WITH THE OWNER REPRESENTATIVE. CONTRACTOR SHALL MAKE EVERY PRODUCTS ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE EFFORT POSSIBLE TO MINIMIZE THE DOWNTIME OR DISRUPTION OF ANY SYSTEMS. EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL 14. ROUTE ALL DUCTWORK ABOVE CEILINGS UNLESS INDICATED OTHERWISE. REFER TO PLANS FOR NEW AND REUSED EXISTING EQUIPMENT. ALL NEW EQUIPMENT, TEST AND BALANCE REPORT. PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. ETC., SHALL BE AS SPECIFIED, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS, AND 15, PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING AS INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICALLY POWERED EQUIPMENT TRAINING SERVICES PROVIDE REMOTE CABLE DAMPER OPERATORS FOR DAMPERS INSTALLED IN HARD TYPES. SHALL BE U.L. OR E.T.L. LISTED. CEILINGS WHEN ACCESS TO DAMPERS IS NOT AVAILABLE. THE CABLE OPERATORS WORKMANSHIP THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL SHALL INCLUDE CABLE AND WIRE, SOCKET WRENCH OPERATOR WITH MOUNTING 16, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING EXISTING PIPE ROUTING AND EQUIPMENT LOCATIONS) EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. BRACKETS AND CABLE CLAMP AND ALL NECESSARY MOUNTING HARDWARE TO ATTACH TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE TO DAMPER SHAFTS AND DUCTWORK. THE OPERATOR SHALL BE INSTALL IN AN EQUIPMENT/MATERIALS, 0 PROVIDED ACCESS EL E REMOTE CABLE ACCESSIBLE LOCATION OR VI WITH AN PAN TH M A _ A E A MANNER .WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCES TRAIN BUILDING OWNERS PERSONNEL DURING NORMAL WORKING HOURS ON START-UP AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND DAMPER OPERATORS SHALL BE AS MANUFACTURED BY YOUNG REGULATOR COMPANY 17. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT LEAD TIME TO AVOID DELAYING THE REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S OR EQUAL FROM VENTLOCK. COMPLETION OF THE PROJECT. DELAY IN DELIVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR TRADES, PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SUBMISSION OF SUBSTITUTE MATERIALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7 -DAYS PRIOR NOTICE TO FIRE SAFETY CONTROLS: 18. THE DESIGN IS BASED UPON THE EQUIPMENT OF THE MANUFACTURER SCHEDULED. ALTERNATE EQUIPMENT MECHANICAL CONTRACTOR SHALL DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING ARCHITECT/ENGINEER. MANUFACTURERS SPECIFIED WILL BE ACCEPTABLE SUBJECT TO MEETING THE SCHEDULED PERFORMANCE, FROM MECHANICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK. LEAVE AS A MINIMUM REQUIREMENT, INSTALL DUCT SMOKE DETECTOR FURNISHED AND WIRED MEETING THE SPECIFIED REQUIREMENTS AND COORDINATION WITH OTHER TRADES. IF CONTRACTOR CHOICES TO THE PREMISES BROOM CLEAN INSOFAR AS AFFECTED BY MECHANICAL WORK. SYSTEM IDENTIFICATION BY DIVISION 16 IN SUPPLY AIR DUCTS OF UNITS EXCEEDING 2000CFM AND IN THE UTILIZE AN ALTERNATE EQUIPMENT MANUFACTURER, THEN COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED SUPPLY AND RETURN AIR DUCTS OF UNITS EXCEEDING 15000CFM. DETECTOR TO SHUT TO, THE FOLLOWING: ALL DUCTWORK AND PIPING NOT OPERATIONAL DURING CONSTRUCTION SHALL BE EQUIPMENT TAGS ON DESIGN DRAWINGS DO NOT NECESSARILY REFLECT BUILDING UNIT OFF WHEN ACTIVATED. CAPPED UNTIL FINAL CONNECTIONS ARE MADE. EQUIPMENT TAGS. DRAWING TAGS ARE FOR THIS PROJECT ONLY AND ARE TO BE USED A. STRUCTURE SUPPORT FOR EQUIPMENT INCLUDING FOR ROOFTOP EQUIPMENT ALL RETURN GRILLES ON ALL HVAC SYSTEMS BEING OPERATED DURING CONSTRUCTION ONLY FOR REFERENCE. COORDINATE SPECIFIC EQUIPMENT TAG INDICATIONS WITH PROVIDE FIRE STAT IN RETURN AIR OF UNIT. FIRE STAT TO SHUT UNIT OFF WHEN COORDINATION OF STRUCTURAL ROOF FRAMING PLAN, SHALL HAVE FILTER MEDIA COVERING RETURN AIR OPENINGS TO PRE -FILTER AIR. BUILDING ENGINEER AND ANY BUILDING AUTOMATION SOFTWARE FOR CORRECT AND ACTIVATED. UNIT INTERLOCKED WITH FIRE ALARM SYSTEM TO SHUT UNIT OFF IF FILTER MEDIA TO BE REMOVED AT THE COMPLETION OF CONSTRUCTION. ACCURATE REFERENCE TAGS. ACTIVATED. B. MAINTAINING REQUIRED SERVICE CLEARANCE FOR EQUIPMENT. SHOP DRAWINGS AND SUBMITTALS PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND VIBRATION ISOLATION: C. DUCT AND PIPING CONNECTIONS FOR EQUIPMENT. EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED D. ELECTRICAL POWER REQUIREMENTS FOR EQUIPMENT. SUBMIT FOR ENGINEER'S APPROVAL, A MINIMUM OF 2 PRINTED COPIES OF SHOP OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND ACCESSORIES SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR MASON INDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH E. CONTROL REQUIREMENTS FOR. EQUIPMENT. PRIOR TO PURCHASE AND/OR FABRICATION. ELECTRONIC VERSIONS ARE NOT EQUIPMENT NAME AND %" FOR EQUIPMENT INFORMATION, EQUIPMENT WEIGHT AND DUTY. ACCEPTABLE AND WILL BE RETURNED REJECTED, UN -REVIEWED. F. ANY ADDITIONAL ENGINEERING DESIGN AND DESIGN FEE, HANGERS AND SUPPORTS PROVIDE FLEXIBLE CONNECTORS AT.ALL SUPPLY AND RETURN CONNECTIONS TO AIR SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH 19. THE CONTRACTOR PROVIDING THE EQUIPMENT SHALL BE RESPONSIBLE FOR ALL COST INCURRED BY THE CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS PROVIDE ALL NECESSARY DUCTWORK AND PIPE SUPPORTS, HANGERS, RODS, CLAMPS AIR -TIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT. CONTRACTOR AND SUBCONTRACTORS TO MODIFY THE BUILDING PROVISIONS TO ACCEPT THE FURNISHED SEAL AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK PIPING AND EQUIPMENT. SUBMITTAL PACKAGE FOR HVAC EQUIPMENT SHALL INCLUDE A COPY OF THE EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT INSULATION: �,��' les 1q//✓1 CERTIFICATION OF PROPOSED TEST AND BALANCE SUBCONTRACTOR. THE TEST AND AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. 20. CAP RETURN AIR DUCTS TO CONSTRUCTION ZONE TO PREVENT RETURN FROM THE CONSTRUCTION ZONE. -._;��,� BALANCE CONTRACTOR SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS-CORNING, JOHNS MANVILLE, MINIMIZE SYSTEM SUPPLY AIR PROVIDED TO CONSTRUCTION ZONE. (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). HVAC SUBMITTALS PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. PITTSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL. INSULA11ON SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER CHILDERS VIMASCO WILL NOT BE REVIEWED WITHOUT TEST AND BALANCE CERTIFICATION DOCUMENTATION. 21. EXISTING SYSTEMS TO REMAIN IN SERVICE WHILE NEW SYSTEMS ARE MADE OPERATIONAL, CONSTRUCTION ZONES QUALIFICATIONS OF MULTIPLE LEST AND BALANCE CONTRACTORS ARE ACCEPTABLE (TOTHE USE OF BALING WIRE, CLOTH WEBBING OR PERFORATED METAL STRAPPING IS NOT OR APPROVED EQUAL. ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION INA EXCLUDED. w,p ACCOMPLISH COMPETITIVE BIDDING OF WORK). CONTRACTOR SHALL SUBMIT FOR ACCEPTABLE FOR SUPPORTS. RETURN AIR PLENUM. 22. COORDINATE CONSTRUCTION PHASING AND CONSTRUCTION ZONE CONTAINMENT REQUIREMENTS WITH OWNER AND " ��0.' F APPROVAL THE PROPOSED TEST AND BALANCE CONTRACTOR AT THE TIME OF BID. Janie H.4 o s� PE FLr.f �-- - 0. 32018 WHEN PROVIDED, THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR THEIR ICRA REQUIREMENTS, ARCHITECTURAL, HVAC PLANS, SPECIFICATIONS AND/OR PRESSURE CONTAINMENT COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE DUCTWORK SHOP WARRANTY/GUARANTEE: INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH DETAIL �'LJ,"4u"r"o��°ro MANVILLE R SERIES MICROLITE TYPE 75 OR 100 INSULATION OR APPROVED EQUAL. , DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR INSULATION 0 E I FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF: ° ' !� BUILDINGS STRUCTURE. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF F ATION T HAVE TYPE I 23. PROVIDE TURNING VANES IN 90' SQUARE THROAT ELBOWS. C E N T R ' F LCA RI DA COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE FLAME SPREAD 2S, SMOKE DEVELOPED 50, FUEL CONTRIBUTED 50. INSTALL PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR INSULATION PER SMACNA, FLORIDA MODEL ENERGY EFFICIENCY CODE AND 24. READ THE SPECIFICATIONS REGIONAL HOSPITAL RECORD DRAWINGS MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION GLASS FABRIC AND MASTIC. 25. THIS CONTRACTOR SHALL ,BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE H.R. REN ®NATIO N CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE HVAC OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS MANUFACTURERS AND MODEL NUMBERS AS CALLED FOR IN THE SPECIFICATIONS AND SCHEDULED ON THE RECORD DRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION. RECORD DRAWINGS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING MINIMUM INSULATION THICKNESSES ARE AS FOLLOWS: DRAWINGS. IF MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF THE MANUFACTURERS SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND AUTOCADD DRAWING FILES RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. SUPPLY AND RETURN AIR IN UNCONDITIONED SPACE: 1.5" (R-6.5 MIN.) EQUIPMENT MAY BE USED IN THIS CONTRACTOR'S PROPOSAL SO LONG AS THEY MEET THE SCHEDULED [RELEASE 2008 OR NEWER]. RECORD DRAWINGS SHALL CONSIST OF AN ACCURATE SUPPLY AND RETURN AIR IN CONDITIONED INTERIOR SPACE: 1.0" (R-4.3 MIN.) PERFORMANCE. AS -BUILT RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL OUTSIDE AIR: 1.5" (R-6.5 MIN.) ACCURATE RECORD DRAWINGS ARE DELIVERED. • • SUPPLY AIR IN CEILING RETURN AIR PLENUM: 1.0" (R-4.3 MIN.) RENOVATION NOTES ACCESS DOORS RETURN AIR IN CEILING RETURN AIR PLENUM: NOT REQUIRED • DUCTWORK OUTSIDE OF BUILDING: 3" (R-8.3 MIN.) CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12 INA12 IN.) FOR 1. WHERE EXISTING SURFACES ARE DISRUPTED DUE TO THE REMOVAL OF EXISTING EQUIPMENT OR DUCTWORK, THIS DAMPERS, VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DISRUPTED SURFACES TO MATCH EXISTING ADJACENT TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE COORDINATED THROUGH PROPER INSULATION AND MOISTURE -SEAL IN A MANNER THAT WILL PERMANENTLY SURFACES. Hunton ARCHITECT TO MATCH SURROUNDING FINISHES. FIRE RATED ACCESS DOORS IN FIRE PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF RATED WALLS OR CEILINGS SHALL BEAR A U.L LABEL FOR FIRE RATING REQUIRED. AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS 2. EXISTING CONDITIONS AS SHOWN O THE DRAWINGS ARE TAKEN FROM ORIGINAL DRAWINGS OF THE BUILDING AND OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY IN PART ARE UNVERIFIED. FIELD CONDITIONS SHALL GOVERN. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO 1. WALL: ACORN N0. 8211-H3, DRYWALL TYPE, PRIME COATED STEEL, CONCEALED INITIATION OF WORK. CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO HINGE TYPE WITH ALLEN KEY LOCK ON REMOVABLE DOOR FOR PAINTED SURFACES. BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM ARCH !TEC T FOR TILE USE ACORN NO. 8212-H1, SATIN FINISH 18-8 STAINLESS STEEL. FOR THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. 3. PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED. EXISTING PIPING BROKEN DURING PLASTER WALLS, USE ACORN NO. 8212-H3 PRIME -COATED STEEL. CONSTRUCTION SHALL BE REPLACED WITH NEW PIPING OF THE SAME SIZE AND MATERIAL. 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 4. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS APPROVED BY THE AUTHORITIES HAVING JURISDICTION DAIL SUBMISSION NO. SURFACE. FOR ASPHALT CONCRETE OR EARTH SURFACE, USE ZURN NO. TO THE ARCHITECT/ENGINEER FOR ANY PIPING CONFIGURATIONS AND SIZES THAT DIFFER FROM THOSE SHOWN ON Z-1460-15 WITH Z1450-8. HVAC DRAWINGS AS A RESULT OF EXISTING SITE CONDITIONS AND/OR EXISTING PIPING LOCATIONS, 3. FLOORS: SMITH 4930, ZURN N0, Z-1460-10 NICKEL BRONZE SCORIATED SECURED TOP ACCESS COVER WITH LIFTING DEVICE AND PERFORATED CONCRETE FLANGE. 5. NEW WORK SHALL BE SUPPORTED BY THE MAIN BUILDING STRUCTURE. DO NOT ATTACH TO EXISTING DUCTWORK, SIZE AS INDICATED ON DRAWINGS. USE ZURN NO. ZANB-1460-12 OR SMITH 4940 PIPING, EQUIPMENT OR CONDUIT. FOR HINGED NON -REMOVABLE SECURED COVER. 6. REPAIR ALL DAMAGE CAUSED BY MOVING, RIGGING OR SETTING IN PLACE ANY SYSTEMS ASSOCIATED WITH THIS PROJECT AS REQUIRED. PATCH, REPAIR AND RETURN ALL FINISHES TO ORIGINAL CONDITION. 7. COORDINATE WITH GENERAL CONTRACTOR TO PATCH ALL EXISTING WALLS, FLOORS, CEILINGS, ETC., AS REQUIRED BY NEW WORK & DEMOLITION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL MATERIALS BEING REMOVED. 9. THE WORK INCLUDES EXISTING SERVICES OR EQUIPMENT WHICH MAY REQUIRE RELOCATION OR REROUTING OF EXISTING AND/OR NEW WORK AS A RESULT OF THE CONSTRUCTION. THIS WORK SHALL BE PERFORMED BY CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AND OWNER WITH NO ADDITIONAL COMPENSATION, MECHANICAL LEGEND, 10. EXISITING HARD CEILING, TILE CEILING, LIGHT FIXTURES AND OTHER FIXTURES ARE TO BE REMOVED AND REPLACED SMIMATIONS AND AS NECESSARY TO PERFORM THE REQUIRED HVAC RENOVATION. N01W PROJ. NO. --- SHEET DRAWN M.J.P. M1O1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBraelychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D ■ C ■ B ■ A ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 AREA OF WORK rr-7- . ........_............._...........,._...,.........._.....,...,.,..,.,.........._,..................._......_.__..�__ .-...___..._,,...__mmT_......,.,,.......m._...........7......._.._........._............_.._......„...,......._... ,..,..,.....,.,.........,........,..,..,._.,..,...,............,,............ .._ _._ _--------- . _.._. _._....._.. .,.....� . , _..---- - y...._._................... FF__ OFFIrE L S i "'FTI _ L J i i i I ,...., ..... I 340 I I I FF -_iTl 135 F -71 220 L -J I ,.. I LTJ CAV -HR -1 , 11 340 CFM E / I---- — ----- ---------� J 1 (EXISTING) CAV -HR -8 I ) I 10 355 CFM (EXISTING) — L — — — — — — —— - 6 I I, I LTJ I IwWIPL.R (.IUNS " 190 1.. - ......_-.._..rl.. 1 rl_ Fc 111 / iA 1 1.15 L. = J 1 ' 8 X I /\ J L - I r,.:..,... F _ _1 X COPY __............ -- 11 /'-H 1 S L—J I _ 225 'y I I 1 _ y 1 11 XI com'Ki L—A % I _118 7D CSV—HR-2 X 530 CFM _ 360j_ (EXISTING) / I FF — � 1 7 I I CAV—HR-7 II /Z -H -I 10 L_ — J 1,080 CFM s (EXISTING) L JIL 940 CFM (EXISTING) TI y I 4 X I 5 X ...._....-__---m1 ------- .._ _ __ .. ...... ........... ....... ...,:....., _--------------------- _ _. _....1 i .... _ ...... L.....__...._...__._�...____.._.._...__. I j .._.._.. 121 / 290 I ��- 360 F913 i IF - 9 4 7 X 3 .._.......1 `8 _..._._ I I � l y I I O 290 I I 9 ' I FD �' I FD I 2 JIM ._-'-'ffk:t}.-._. Sykk", Nr,r - _ J I 160 FF 7�1 470 _L 470 COMPUTER SP, 3 P.. �kp. .....� 1 ) E .............----....,.....-- IIS ---------- IS ---._._ -- ....,.....,....,.....,.,. IIS._,__ _.r ___.,_,._®_.,.®__-._._________- _---_--_-- _ _..______________.._.,_ _ ,.,.._,._ ,.,.,...,...,.,...,. lll® ® � IIIIIIIIIIIIII® llllllllllllll® � IIIIIIIIIIIIIII® ® ®r IIIIII� � ®I � ®r � ®s ® ® ® ® ® ® I! � o IIIIIIIIIIIIII� r 46x24 58x24 1 38x18 FD DEMOLITION PLAN FIRST FLOOR MECHANICAL DUCTWORK SCALE: 1/4" = 1' 0" DEMOU11ON KEY NOTES U1 CONTRACTOR TO REMOVE HATCHED EXISTING SUPPLY AIR DUCT TO POINT OF DEMARCATION. CAP AND SEAL EXISTING SUPPLY AIR DUCT WHERE REMOVAL OCCURS AIR TIGHT. FIELD VERIFY EXISTING DUCT SIZE. �2 CONTRACTOR TO REMOVE HATCHED EXISTING RETURN AIR DUCT TO POINT OF DEMARCATION. CAP AND SEAL EXISTING RETURN AIR DUCT WHERE REMOVAL OCCURS AIR TIGHT. FIELD VERIFY EXISTING DUCT SIZE. Q TEMPORARILY CAP EXISTING RETURN AIR DUCT. SEE DRAWING M301 FOR NEW RETURN AIR CONNECTION. ® CONTRACTOR TO REMOVE EXISTING HATCHED SUPPLY AIR DUCT BEFORE AND AFTER CAV -HR -3 TO POINT OF DEMARCATION. CAV -HR -3 TO BE RELOCATED IN RENOVATION WORK. SEE DRAWING M301 FOR NEW LOCATION AND CONNECTIONS. Q CONTRACTOR TO REMOVE EXISTING HATCHED SUPPLY AIR DUCT BEFORE AND AFTER CAV -HR -4 TO POINT OF DEMARCATION. CAV -HR -4 TO BE RELOCATED IN RENOVATION WORK. SEE DRAWING M301 FOR NEW LOCATION AND CONNECTIONS. © CONTRACTOR TO REMOVE EXISTING HATCHED SUPPLY AIR DUCT BEFORE AND AFTER CAV -HR -5 TO POINT OF DEMARCATION. CAV -HR -5 TO BE RELOCATED IN RENOVATION WORK. SEE DRAWING M301 FOR NEW LOCATION AND CONNECTIONS, �7 CONTRACTOR TO REMOVE EXISTING HATCHED SUPPLY AIR DUCT BEFORE AND AFTER CAV -HR -7 TO POINT OF DEMARCATION. CAV -HR -7 TO BE RELOCATED IN RENOVATION WORK. SEE DRAWING M301 FOR NEW LOCATION AND CONNECTIONS. ® REMOVE EXISTING RETURN AIR GRILLE AND DUCT CONNECTION, Q9 EXISTING SUPPLY AIR DIFFUSER TO BE RELOCATED. SEE RENOVATION DRAWING M301 FOR NEW LOCATION. 10 TEMPORARY SEAL EXISTING CAV BOX. SEE RENOVATION DRAWING M301 FOR NEW CONNECTION. 11 REMOVE EXISTING FIRE DAMPER IF ONE EXIST AND TURN OVER TO OWNER'S REPRESENTATIVE. CONTRACTOR TO PATCH AND SEAL EXISTING WALL OPENING LEFT FROM REMOVAL OF DAMPER TO MATCH ORIGINAL RATING OF WALL. FILED VERIFY LOCATION AND RATING OF WALL. 12 EXISTING RETURN AIR GRILLE TO BE RELOCATED, SEE RENOVATION DRAWING M301 FOR NEW LOCATION. 13 EXISTING HUMIDIFIER TO BE REMOVED. REMOVE ALL ASSOCIATED CONTROLS AND PIPING. TURN OVER TO OWNER'S REPRESENTATIVE. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 HIGH PRESSURE LINE TO BE OPEN TO ATMOSPHERE IN SPACE ADJACENT TO AREA OF WORK LOW PRESSURE LINE TO PENETRATEINTO AREA OF WORK MAGNEHELIC DIFFERENTIAL PRESSURE GAUGE MOUNTED ON TEMPORARY PARTITION OUTSIDE AREA OF WORK. n PRESSURE GAUGE DETAIL NTS DIFFERENTIAL PRESSURE GAUGE SPECIFICATION SERVICE: AIR NON—COMBUSTIBLE, COMPATIBLE GASES. (NATURAL GAS OPTION AVAILABLE,) HOUSING: DIE CAST ALUMINUM CASE AND BEZEL, WITH ACRYLIC COVER, EXTERIOR FINISH IS COATED GRAY TO WITHSTAND 168 HOUR SALT SPRAY CORROSION TEST. ACCURACY: ±2% OF FULL SCALE (t3% ON — 0 AND t4% ON — 00 RANGES), THROUGHOUTRANGE AT 70'F (21.1'C). PRESSURE LIMITS: —20,' HG. TO 15 PSIG. (0.677 BAR TO 1.034 BAR); MP OPTION; 35 PSIG (2.14 BAR), HP OPTION; 80 PSIG (5.52 BAR). OVERPRESSURE: RELIEF PLUG OPENS AT APPROXIMATELY 25 PSIG (1.72 KPA), STANDARD GAGES ONLY. TEMPERATURE LIMITS: 20 TO 140'F. (-6.67 TO 60'C). SIZE: 4" (101.6 MM) DIAMETER DIAL FACE. MOUNTING ORIENTATION: DIAPHRAGM IN VERTICAL POSITION. CONSULT MANUFACTURE FOR OTHER POSITION ORIENTATIONS. PROCESS CONNECTIONS: J" FEMALE NPT DUPLICATE HIGH AND LOW PRESSURE TAPS — ONE PAIR SIDE AND ONE PAIR BACK. ICRA KEY NOTES OPROVIDE TEMPORARY CONSTRUCTION BARRIER TO CONFINE WORK, REFER TO ARCHITECTURAL PLANS FOR DETAILS OF CONSTRUCTION BARRIER. PROVIDE TEMPORARY BLANK—OFF OF EXISTING BUILDING SUPPLY, RETURN AND EXHAUST. PROVIDE CONSTRUCTION EXHAUST. 0 ROUTE TEMPORARY FLEX DUCT TO CEILING TILE WITH DUCT COLLAR CUT INTO IT TO THE HEPA FILTERED NEGATIVE AIR MACHINE. ROUTE DISCHARGING AIR FROM NEGATIVE AIR MACHINE INTO EXISTING EXHAUST AIR DUCT. ONCE WORK IS COMPLETE REPLACE MODIFIED CEILING TILE WITH NEW CEILING TILE AND CAP AND SEAL EXISTING EXHAUST DUCT WHERE TEMPORARY CONNECTION OCCURRED AIR TIGHT. 33 PROVIDE TEMPORARY FIRE DAMPER IN FIRE RATED WALL. REMOVE TEMPORARY FIRE DAMPER UPON COMPLETION OF WORK, 4 HEPA FILTERED NEGATIVE AIR MACHINE. MACHINE SHALL BE 120V, SINGLE PHASE WITH ADJUSTABLE FAN CAPABLE OF PULLING A NEGATIVE MIN. OF 0.002" WC. 5 CONSTRUCTION OF CONSTRUCTION BARRIER/ENCLOSURE SO NOT TO OBSTRUCT ANY LIFE SAFETY DEVICES, IF THIS CAN NOT BE AVOIDED TEMPORARY RELOCATE DEVICE. 0 PROVIDE PRESSURE DIFFERENTIAL GAUGE. 7 PROVIDE TEMPORARY NEGATIVE AIR MACHINE WITH H.E.P.A. FILTRATION AND CONTROL CUBE ENCLOSED FOR ALL M.E.P. WORK. NOT ENCASED BY CONSTRUCTION BARRIERS. GENERAL NOTES 1. ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE RELATIVE PRESSURE WITH RESPECT TO NON—CONSTRUCTION AREAS. THIS MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS, EXISTING EXHAUST DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINES DUCTED TO UNOCCUPIED SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT NON—CONSTRUCTION AREAS, OPTION TO DISCHARGE HEPA FILTERED AIR FROM NEGATIVE AIR MACHINES INTO ADJACENT AREAS TO BE APPROVED BY AHCA AND BUILDING SAFETY OFFICER. 2. REFER TO ARCHITECTURAL DRAWING FOR DETAILS. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 Y01[E 407.248.1686 ; FAX 407,246,1664 http: //www.peiflaxom E—Mail to: peiOpeiflaxom JOB #: 12202 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, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. Qzght SEAL g H , ry �BCiy"�8#Aw4 0 1,5 Q 7'r Jarr1 sA i3ryE1 ��ea �Jo. 32018 �`��. CENTRAL 'OLORIDA REGIONAL HOSPITAL H.R. RENOVATIONS �11�'ii�•7'i1 Brad DEMOLITION PLAN FIRST FLOOR MECHANICAL DUCTWORK PROJ. NO-H-12101.00SHEET DRAWN M.J.P. M2o1 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Huntonl1radychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A N 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradgchitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A N 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradgchitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 R ■ P ■ 0 ■ N M L ■ K J ■ H ■ G ■ F E ■ D ■ C ■ B ■ A N :V T V n C a 1 'y�M. kSi5{ 0 ■ 12 ■ 3 ■ 4 ■ 5 ® 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 'rY,d� � � F I Ay� I'd zl AREA OF VI�K . 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Thr". t...� f ,,, zi1'=1I1.„.-.- , „1,„_-1__. ,_„„___.«._._._.,.___..............._-,__.-,_._.__,„„.„_....,.,.-„_____--_____,._.„_„„_1111 �l.._._.. ___ : 1 2 1 ! 9 iliilf._ .„_.. _., .. _____1111_____ ..............._______ ____.. ., __________ ___ -, ., ., ._,.________ _________ -1111,-, .____M_.1.1-,-,.,-1.___,._,.____ ___,.,-.-1111 __ ____«__11-11.,a..,.___«.__.____.,.,..,._._-__._.._-___.----,-,-,.,._______-__«---,-,-,-,-,__.,.--------- / . fm'10, 1;�__ .. �( ..... ...... 1 _ _ __ _ _ ....__^.,�.,...,. -,..____..._,.�.__,____._____-.,.----._____...,__.._ __,.____________,- .._,...,.____. _ �------------,----,-.,""""-"""",.",l---- 1 ,- `� _«. _ _.,._,- _„ __««1111...„ - __ __!, I f I _^ ' r_i ( ®®®TIS ------ ISM! l� 1 d.J ___« I , ` M e ,,_1. RENOVATION SCALE: 1/4” = 1' O” FIRST FLOOR MEC ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 RENOVATION KEY NOTES 0 CONTRACTOR TO PROVIDE AND INSTALL END CAP ONTO EXISTING RETURN AIR DUCT. FIELD VERIFY EXACT SIZE OF EXISTING RETURN AIR DUCT BEING CAPPED. 20 MAKE NEW CONNECTION TO EXISTING RETURN AIR DUCT. FIELD VERIFY EXACT SIZE OF RETURN AIR DUCT BEING RECONNECTED. 03 CONTRACTOR TO PROVIDE AND INSTALL END CAP ONTO EXISTING SUPPLY AIR DUCT. FIELD VERIFY EXACT SIZE OF EXISTING SUPPLY AIR DUCT BEING CAPPED. ® EXISTING RELOCATED SUPPLY AIR DIFFUSER NEW LOCATION. PRIOR TO RELOCATING, CONTRACTOR TO CLEAN AND OR REPAIR FOR PROPER OPERATION. IF EXISTING SUPPLY AIR DIFFUSER IS BEYOND REPAIR THEN REPLACE WITH NEW EQUAL TO EXISTING CEILING AIR DEVICE, O NEW LOCATION OF EXISTING CAV -HR -3 ALONG WITH ASSOCIATED ACCESSORIES. BALANCE RELOCATED CAV -HR -3 TO 1090 CFM. SEE DRAWING M302 FOR NEW PIPING CONNECTIONS. PRIOR TO RELOCATING EXISTING CAV -HR -3, CONTRACTOR TO FIX AND OR REPAIR EXISTING CAV -HR -3 FOR PROPER OPERATION. IF EXISTING CAV -HR -3 IS NO -REPARABLE THEN PREPARE AND SUBMIT A PRICE TO OWNER TO REPLACE WITH NEW. © NEW LOCATION OF EXISTING CAV -HR -4 ALONG WITH ASSOCIATED ACCESSORIES. BALANCE RELOCATED CAV -HR -4 TO 940 CFM. SEE DRAWING M302 FOR NEW PIPING CONNECTIONS. PRIOR TO RELOCATING EXISTING CAV -HR -4, CONTRACTOR TO FIX AND OR REPAIR EXISTING CAV -HR -4 FOR PROPER OPERATION. IF EXISTING CAV -HR -4 IS NO -REPARABLE THEN PREPARE AND SUBMIT A PRICE TO OWNER TO REPLACE WITH NEW. 07 NEW LOCATION OF EXISTING CAV -HR -5 ALONG WITH ASSOCIATED ACCESSORIES. BALANCE RELOCATED CAV -HR -5 TO 1440 CFM, SEE DRAWING M302 FOR NEW PIPING CONNECTIONS. PRIOR TO RELOCATING EXISTING CAV -HR -5, CONTRACTOR TO FIX AND OR REPAIR EXISTING CAV -HR -5 FOR PROPER OPERATION. IF EXISTING CAV -HR -5 IS NO -REPARABLE THEN PREPARE AND SUBMIT A PRICE TO OWNER TO REPLACE WITH NEW. ® NEW LOCATION OF EXISTING CAV -HR -7 ALONG WITH ASSOCIATED ACCESSORIES. BALANCE RELOCATED CAV -HR -7 TO 1100 CFM. SEE DRAWING M302 FOR NEW PIPING CONNECTIONS, PRIOR TO RELOCATING EXISTING CAV -HR -7, CONTRACTOR ,TO FIX AND OR REPAIR EXISTING CAV -HR -7 FOR PROPER OPERATION. IF EXISTING CAV -HR -7 IS NO -REPARABLE THEN PREPARE AND SUBMIT A PRICE TO OWNER TO REPLACE WITH NEW. O9 FIELD VERIFY EXACT INLET SIZE TO EXISTING CAV BOX AND MAKE NEW CONNECTION AS REQUIRED. 10 FIELD VERIFY EXACT SIZE OF EXISTING SUPPLY AIR DUCT AND MAKE NEW CONNECTION AS REQUIRED. 11 36x20 SUPPLY AIR DUCT UP TO NEW RTU -HR -1 ON ROOF, CONTRACTOR TO SUPPLY ALL THE NECESSARY TRANSITIONS AND OR OFFSETS REQUIRED FOR FINAL CONNECTION TO RTU. CONTRACTOR TO INTERNALLY LINE THE 1ST 15'-0” OF SUPPLY AIR DUCT FROM THE UNIT FOR SOUND PURPOSES. 12 40x20 RETURN AIR DUCT UP TO NEW RTU -HR -1 ON ROOF. CONTRACTOR TO SUPPLY ALL THE NECESSARY TRANSITIONS AND OR OFFSETS REQUIRED FOR FINAL CONNECTION TO RTU. CONTRACTOR TO INTERNALLY LINE THE 1ST 15'-0” OF RETURN AIR DUCT FROM THE UNIT FOR SOUND PURPOSES. 13 EXISTING SUPPLY DIFFUSER TO REMAIN. BALANCE TO CFM ON THE DIFFUSER TAG BESIDE THE EXISTING SUPPLY AIR DIFFUSER SHOWN ON THIS PLAN. 14 EXISTING RETURN AIR GRILLE TO REMAIN. 15 RELOCATE EXISTING RETURN AIR GRILL, MAKE NEW CONNECTION AS REQUIRED. FIELD VERIFY EXACT DUCT SIZE. 16 RELOCATE EXISTING THERMOSTAT TO THIS SPOT. ” ON ROOF. SEE DRAWING 0 EF -HR -1 17 12 � EXHAUST DUCT UP T SHEET M401 FOR LOCATION AND SHEET M501 FOR FAN SCHEDULE AND INFORMATION. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 246.1688 , • FAX 407.246.1664 WNL 407 http-://www.pelfia.com E—Mail to: pelOpeffla.com JOB : 12202 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, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. Ipyrlght �./"209 SEAL qw II I "O, y Jd d.d . �{71 µix ,ti I00, -•r A y4j�#.tiry3 _ - �3r rr , .k�dU 10 $ `r I s f I X/ ° = "" ,,��, / = dIt - Ja lie � Mosst;fp -,.{� 6q No. 32018 jagid S� .//,l1, 41 I 1 11.1 d\a2,,� ,�� o ^ CENT I►L FLORIDA REGIONAL HOSPITAL H.R. RENOVATIONS Hunton O A R C H I T E C T S RENOVATION PLAN FIRST FLOOR MECHANICAL, PROJ. NO. SHEET DRAWN M.J.P. M301 1 ® 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 . 14 ® 15 ■ 16 ® 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 / // R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G F ■ E ■ D ■ C ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ lid kT 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ .13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrad c,hitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 407 839-0886 407 839-1709/Fax www.huntonbrady.com License AAC001744 Y ' � 9 ( 1 l ) Y• 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ m ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A N 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 7 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Huntonl3radychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.hunfonbrady.com License AAC00, �/ R ■ P ■ 0 ■ N ■ M L ■ K ■ J H ■ G ■ F ■ E ■ D ■ C ■ B ■ A SEAL AIRTIGHT WITH HANGER (TYP.) WITH MASTIC (TYPICAL) /SUPPORT / STRAP SHEET METAL DUCT SEE PLANS FOR SIZE SEAL AIRTIGHT WITH (ROUND DUCT) �� I I �/ MASTIC (TYPICAL) CONICAL TYPE SPIN -IN FITTING WITH MANUAL VOLUME DAMPER WITH LOCKABLE QUADRANT T -BAR FRAME LEVER AND HANGER (RECTANGULAR DUCT) ANGLED TAKE OFF FITTING WITH MANUAL VOLUME DAMPER CEILING WITH LOCKABLE QUADRANT DIFFUSECEILING LEVER ALL DUCTWORK JOINTS AND SEAMS SHALL BE SEALED AIR TIGHT LAY -IN CEILING SUPPLY AIR DIFFUSER DETAIL FOR DUCTED RETURN APPLICATIONS NOT TO SCALE ROUND BRANCH DUCT VOLUME DAMPER -\ SPIN -IN BELLMOUTH FITTING - ROUND BRANCH DUCT - VOLUME DAMPER RECTANGULAR TO ROUND TAP - MAIN DUCT TRANSITION TO SIZE EQUAL TO DEPTH AND WIDTH OF BRANCH DUCTS RECTANGULAR BRANCH DUCT VOLUME DAMPER RECTANGULAR TAP REFER TO PLANS FOR BRANCH DUCT SIZES '®w \-VOLUME DAMPER (TYPICAL) NOTES: 1. USE TYPE "A" CONNEC11ON 3. OMIT DAMPERS ON EXHAUST DUCTS. ONLY FOR BRANCHES TO NO DAMPERS ARE REQ'D. ON SINGLE DIFFUSERS, TERMINAL BOXES VAV SYSTEMS BETWEEN AIR OR GRILLES FROM THE MAIN. HANDLING UNIT AND VAV ` TERMINAL BOXES. 2. USE TYPE "B" OR "C" BRANCH 4. USE TEE SPLIT WHERE BRANCH FLOW IS WHERE BRANCH FLOW IS 20% OR LESS OF MAIN. MORE THAN 207. OF MAIN. BRANCH DUCT DETAILS NOT TO SCALE INSULATION (VAPOR NOMINAL PIPE SIZE INCHES BARRIER TYPE IS HANGER ROD REQUIRED FOR LOW 3 TEMPERATURE PIPE) 3 1/2 1/2 4 5/8 PROVIDE HIGH COMPRESSIVE 5/8 6 3/4 STRENGTH INSULATION INSERT 7/8 UNDER INSULATION SHIELD 20 INSULATION SHIELD PIPE AT HANGER 7 7 9 10 11 12 14 16 17 19 22 23 25 27 28 30 32 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SEAL AIRTIGHT WITH HANGER (TYP.) WITH MASTIC (TYPICAL) /SUPPORT / STRAP SHEET METAL DUCT SEE PLANS FOR SIZE SEAL AIRTIGHT WITH (ROUND DUCT) �� I I �/ MASTIC (TYPICAL) CONICAL TYPE SPIN -IN FITTING WITH MANUAL VOLUME DAMPER WITH LOCKABLE QUADRANT T -BAR FRAME LEVER AND HANGER (RECTANGULAR DUCT) ANGLED TAKE OFF FITTING WITH MANUAL VOLUME DAMPER CEILING WITH LOCKABLE QUADRANT DIFFUSECEILING LEVER ALL DUCTWORK JOINTS AND SEAMS SHALL BE SEALED AIR TIGHT LAY -IN CEILING SUPPLY AIR DIFFUSER DETAIL FOR DUCTED RETURN APPLICATIONS NOT TO SCALE ROUND BRANCH DUCT VOLUME DAMPER -\ SPIN -IN BELLMOUTH FITTING - ROUND BRANCH DUCT - VOLUME DAMPER RECTANGULAR TO ROUND TAP - MAIN DUCT TRANSITION TO SIZE EQUAL TO DEPTH AND WIDTH OF BRANCH DUCTS RECTANGULAR BRANCH DUCT VOLUME DAMPER RECTANGULAR TAP REFER TO PLANS FOR BRANCH DUCT SIZES '®w \-VOLUME DAMPER (TYPICAL) NOTES: 1. USE TYPE "A" CONNEC11ON 3. OMIT DAMPERS ON EXHAUST DUCTS. ONLY FOR BRANCHES TO NO DAMPERS ARE REQ'D. ON SINGLE DIFFUSERS, TERMINAL BOXES VAV SYSTEMS BETWEEN AIR OR GRILLES FROM THE MAIN. HANDLING UNIT AND VAV ` TERMINAL BOXES. 2. USE TYPE "B" OR "C" BRANCH 4. USE TEE SPLIT WHERE BRANCH FLOW IS WHERE BRANCH FLOW IS 20% OR LESS OF MAIN. MORE THAN 207. OF MAIN. BRANCH DUCT DETAILS NOT TO SCALE INSULATION (VAPOR NOMINAL PIPE SIZE INCHES BARRIER TYPE IS HANGER ROD REQUIRED FOR LOW 3 TEMPERATURE PIPE) 3 1/2 1/2 4 5/8 PROVIDE HIGH COMPRESSIVE 5/8 6 3/4 STRENGTH INSULATION INSERT 7/8 UNDER INSULATION SHIELD 20 INSULATION SHIELD PIPE AT HANGER ADJUSTABLE CLEVIS HANGER INSULATION HANGER ROD Ifti'►'�'+/%I 1'�'i�l � ■ HANGER RODS NOMINAL PIPE SIZE INCHES MINIMUM ROD DIAMETER INCHES 2 3/8 3 1/2 3 1/2 1/2 4 5/8 5 5/8 6 3/4 8 7/8 BAND PROVIDE INSULATION L_W_j1 5/8" 12 GAGE SHIELD & INSERT FOR ALL PIPING CHANNEL OR " " " 2 x 2 x 1/4 ANGLE SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM LOAD MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 3/4" 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 20 24 PIPE 7 FT. 7 7 9 10 11 12 14 16 17 19 22 23 25 27 28 30 32 TUBING 5 FT. 67 29.5/195,30.1/225 8 8 9 10 12 13 14 16 - -- - -- -- -- -- NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. 1 ■ 2 TYPICAL PIPE HANGER DETAIL NOT TO SCALE ■ SEAL AIRTIGHT WITH GLASS FAB AND MASTIC (TYPICAL) HANGER (TYP.) SUPPORT STRAP t SHEET METAL DUCT SEE PLANS FOR SIZE L_ SEAL AIRTIGHT WITH (ROUND DUCT) MASTIC (TYPICAL) CONICAL TYPE SPIN -IN FITTING WITH MANUAL VOLUME DAMPER WITH LOCKABLE QUADRANT T -BAR FRAME LEVER AND HANGER (RECTANGULAR DUCT) ANGLED TAKE OFF FITTING WITH MANUAL VOLUME DAMPER CEILING WITH LOCKABLE QUADRANT FALL DUCTWORK JOINTS AND SEAMSLAY-IN CEILING LEVER LL BE SEALED AIR TIGHT RETURN AIR GRILLE LAY -IN CEILING RETURN AIR GRILLE DETAIL AIR FLOW NOT TO SCALE Duct Mounted Smoke detector Key Notes: �j CUT INLET AND EXHAUST TUBES TO LENGTH SPECIFIED BY MANUFACTURER. O2 INLET TUBE HOLES FACE UPSTREAM OF AIR FLOW. O SMOKE DETECTOR HOUSING MOUNTED TO SIDE OF DUCT. POWERED BY DIVISION 16. ® 12x12 MINIMUM SIZE DUCT ACCESS DOOR. IAICI 11 A Tlnkf Notes: 1. DETAIL SHOWS GENERAL INSTALLATION METHODS. REFER TO INDIVIDUAL MANUFACTURE FOR THEIR SPECIFIC INSTALLATION AND LOCATION INSTRUCTIONS. 2. STANDOFF BRACKET NOT REQUIRED ON NON INSULATED DUCT. DUCT MOUNTED SMOKE DETECTO DETAIL NOT TO SCALE 3 ■ 4 ■ 5 ■ 6 EQUIPMENT HOUSING WITH INTEGRAL COUNTERFLASHING 3/8" BOLT THRU EQUIP.� CURB, STEEL DECKING, AND STEEL SUPPORT FRAMING 12" CENTERS 2 PER SIDE MIN HARDWOOD OR STEEL SHIMS BETWEEN ROOF DECKING AND SUPPORT STRUCTURE BLOCKING AS REQUIRED MAINTAIN MINIMUM EQUIPMENT HEIGHT ABQVE ROOF EQUIPMENT FAN FASTEN DUCT TO CURB WITH # 10 SELF TAPPING SCREWS 4" LONG, #12 SELF -TAPPING SCREW, 2 PER CORNER (TOTAL OF 8) PLUS AT 12" O.C. ON PERIMETER OF UNIT BASE. ROP DUCT FULL IZE OF CURB FAN PENING GALV. NUT & WASHER 3/8" GALV. EYE BOLT 1/4" STAINLESS STEEL CC= LAG BOLTS 12" ON CENTER (MIN. 2 PER SIDE) 14" HIGH INSOLATED COUNTER FLASHING CURB HURRICANE ANCHOR 1/4" TURNBUCKLE (TYP. EACH CORNER) O O - ;I GALVANIZED LOCK NUT 3/8" GALV. It BACK I FLASHING 1/4" AIRCRAFT $r DRAFT lit CABLE PLASTIC EYE BOLT -1 GALV. FLAT DAMPER , ��'1 CANT(WHERE COATED WASHER" REQUIRED) ROOF 7�haGi'&-Au aZi4 wYr78U7 2ru&d'td' Aim w4FL''iJ1WLMWEWxlwwltiGuFVA /adNx xv R. GALV. NUT & LOCK WASHER `- #10 SHEETMETAL SCREW WITH GALVANIZED FLAT WASHER - DROP DUCT FULL I al 3 ON EACH SIDE OF CURB SIZE CURB OPENING ....,. UP BLAST EXHAUST FAN HURRICANE ANCHORING AND INSTALLATION DETAIL NOT TO SCALE I_2D-j 2D� -;� rrrr rr r SIZE BASED VOLUME ON AIR FLOW DAMPER QUANTITY TO EACH BRANCH TURNING VANES AIR FLOW MAIN BRANCH NOTES: 1. VOLUME DAMPER TO BE INSTALLED 2 DUCT DIAMETERS FROM TEE FITTING. DUCT TEE DETAIL NOT TO SCALE -PREFABRICATED INSULATED CURB -FIELD APPLIED CANT STRIP IF REQUIRED BY ^ROOFING DOCUMENTS V EXPANSION ANCHOR MINIMUM 2" EMBEDED IN CONCRETE, BOLT THRU EQUIPMENT CURB, 12" CENTERS, MINIMUM 2 PER SIDE. -ROOF O DECK INSULATION STEEL STRUCTURE/BEAM u CONCRETE STRUCTURE OFFSET STRUCT. MEMBERS ANCHORING THE STEEL SUPPORT FRAMING, CHANNEL OR STEEL SUPPORTS TO THE BEAM, REFER TO BEAMS SURROUNDING EQUIPMENT CURB, THE STRUCT. DRAWINGS FOR EXACT SIZE REFER TO STRUCTURAL DRAWINGS FOR EXACT SIZE NOTES: 1. REFER TO EQUIPMENT DETAIL FOR ATTACHMENT OF EQUIPMENT TO CURB. 2. CONTRACTOR MAY USE ALTERNATE METHOD TO ATTACH EQUIPMENT TO ROOF STRUCTURE IF SUCH METHOD IS DESIGNED BY A STRUCTURAL ENGINEER TO MEET WIND LOAD REQUIREMENTS, 3. SEISMIC REQUIRMENTS MAY REQUIRE ADDITIONAL ANCHORING. HURRICANE ROOF CURB ANCHORING TO STRUCTURE DETAIL NOT TO SCALE ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ SINGLE PACKAGED A/C UNIT SCHEDULE PLAN, MARK RTU -HR -1 SYSTEM TYPE PACKAGE DX NOMINAL TONS 15 AREA SERVED - SUPPLY AIR FLOW (CFM) 6000 OUTSIDE AIR FLOW (CFM) 350 COIL: ENT. AIR TEMP. (DB/WB) 78.2/66.4 LVG. AIR TEMP. (DB/WB) - TOTAL CAPACITY (MBH) 186.0 SENSIBLE CAPACITY (MBH) 133.0 FACE AREA 17.5 ROWS/FPI 2/17 EVAP. FAN: DRIVE TYPE BELT STATIC PRESS. (EXT./TOTAL) 1.0/ - MOTOR (HP/RPM) 3.7/1160 HEATER: STAGES - KW - COMPRESSOR: STAGES 2 COMPRESSORS (N0./RLA/LRA) 29.5/195,30.1/225 and developed for use on and in connection UNIT POWER REQUIREMENTS: VOLTS/0 460/3 MCA 46.5 MFS 50 SEER/EER/IPLV -/11.0/12.0 MANUFACTURER CARRIER MODEL NUMBER 50TCDO17 OPERATING .WEIGHT (LBS.) 2035 NOTES: 1, PROVIDE FLOAT SWITCH IN CONDENSATE DRAIN PAN FOR SHUT-OFF OF UNIT UPON DETECTION OF HIGH CONDENSATE LEVEL. RTU SHALL SHUT DOWN TO PREVENT OVERFLOW OF WATER, 2. PROVIDE DUCT SMOKE DETECTOR AS SHOWN ON PLAN. UNIT SHALL SHUT DOWN UPON ACTIVATION OF SMOKE DETECTOR. 3. PROVIDE 5 -MINUTE ANTI -SHORT CYCLE TIMER. 4. PROVIDE SINGLE POINT POWER CONNECTION. 5. PROVIDE WITH FACTORY FILTERS. 6. PROVIDE ROOF CURB AND OUTSIDE AIR INTAKE HOOD WITH MOTORIZED DAMPER. 7, PROVIDE WITH A STARTER. 8. COORDINATE WITH DIVISION 16 FOR DISCONNECT. 9. CONTRACTOR SHALL INSTALL EQUIPMENT TO COMPLY WITH REQUIRED ELECTRICAL CLEARANCES FOR THIS OR SURROUNDING EQUIPMENT, FIELD COORDINATE PRIOR TO INSTALLATION. DIFFUSERS, REGISTERS AND GRILLES R MARK TYPE ■ �I MAX. PD (IN. WG.) low P FINISH 2016 ALDEN ROAD REMARKS NOTES ORLANDO, FLORIDA 32803 14 0.05 EB 89 ■ WHITE M407.146.158830 FAX 407.246.1664 - © http://www.pelflo.com 15 0.04 E -Mail to: pei®peifla.com ALUMINUM WHITE JOB: 12202 f © Copyright - All ideas, designs, methods and 25 0.073 t plans indicated or represented by this drawing 0 I WHITE are owned by and the property of Peninsula - NOTES: Engineering, Inc. and were created, evolved ACOUSTICAL TILE CEILING, 2. ALL SUPPLY AIR DIFFUSERS ARE TO BE FOUR WAY THROW UNLESS OTHERWISE INDICATED ON THE FLOOR PLAN. and 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 corporation for any purpose whatsoever without the written permission of Peninsula Engineering. Inc. ■ Opyrfght 2009 N ■ f M, I L ■ DIFFUSERS, REGISTERS AND GRILLES SCHEDULE MARK TYPE MAX. NC LEVEL MAX. PD (IN. WG.) SIZE INCHES (Face/Neck) MATERIAL FINISH MANUFACTURER MODEL NUMBER REMARKS NOTES LOUVERED FACE SUPPLY DIFFUSER 14 0.05 24"x24" 8"O ALUMINUM WHITE TITUS TMS - © LOUVERED FACE SUPPLY DIFFUSER 15 0.04 24"X24"/1 0"0 ALUMINUM WHITE TITUS TMS - © RETURN/EXHAUST/TRANSFER GRILLE 25 0.073 t 24"x24"/22"x22" [ALUMINUM I WHITE I TITUS 50F - NOTES: 1. ALL HVAC DUCTWORK, AND EXHAUST FANS SHALL BE SECURELY SUPPORTED FROM THE STRUCTURAL MEMBERS AND NOT FROM THE ACOUSTICAL TILE CEILING, 2. ALL SUPPLY AIR DIFFUSERS ARE TO BE FOUR WAY THROW UNLESS OTHERWISE INDICATED ON THE FLOOR PLAN. EXHAUST FAN SCHEDULE TAG TYPE AREA SERVED DRIVE CFM ESP. RPM MANUFACTURER / MODEL WEIGHT MAX SONES NOTES HP/WATTSOOORV/PH EF -HR -1 ROOF BREAK/CONF. DIRECT 350 .5 885 .167/- 115/1 COOK 150RH 10D 87 3.7 1,2 NOTES: 1. PROVIDE BACKDRAFT DAMPER, DISCONNECT SWITCH, INSULATED ROOF CURB AND SCR SPEED CONTROL. 2. INTERLOCK WITH ASSOCIATED AHU. H ■ SLIP FIT CLEAN-OUT PLUG WITH 1/4"0 VENT HOLE G AHU 2" MIN. SEAL ■ DRAIN LINE SEE PLANS TRAP EQUAL TO AHU FOR SIZE. EXTERNAL STATIC PRESSURE`:' ,' Y,- F ZZ .Ar CONDENSATE DRAIN DETAIL.��,{••/ "-e ~• 32018 ■ NOT TO SCALEr� CENTRJ6%'L FLOR1DA REGIONAL HOSPITAL E ROOFTOP UNIT AS SPECIFIED H.R. REN®VATION FILL VOID WITH BATT INSULATION. PROVIDE 2 LAYERS 5/8" GYP. OUTSIDE AIR HOOD WITH DAMPER BOARD AS VERTICAL SOUND WALL ROOF CURB WITH P.T. WOOD NAILER BETWEEN ROOF DECK AND RT . COMPRESSOR WELDED 18 Ga. GALVANIZED SHELL ■ ( SECTIONI fll� 11/2" THK. 3 LB. RIGID INSULATION 2X6 P.T. WOOD CURB FRAMINGALL AROUND BASE OF CURBREFER TO TYPICAL CURB FLASHING BOLTED THROUGH ROOF DECK ( 14 '� MIN. DETAIL FOR ADDITIONAL REQUIREMENTS p AND STRUCTURE BELOW INSULATION AND METAL DECKING AS SPECIFIED BY ARCH. DO NOT REMOVE ROOF DECK ROOF SURFACE AS SPECIFIED BY ARCH. IN ANY AREAS OTHER THAN WHERE Hunton DUCTS PENETRATE ROOF. ROOF DECK MUST REMAIN UNDER --- -- BAR JOISTS COMPRESSOR SECTION. A FT C: R I T E C; T S TRANSITION RETURN DUCT. SIZE AS SHOWN ON PLANS C SUBMISSION NO. SUPPLY DUCT. SIZE_ SD _ _ _ JJJ L - -- - - CEILING SPECIFIED AS SHOWN ON PLANS - BY ARCH. INSTALL ALL TRUNK DUCTS TIGHT INTERNALLY LINE THE FIRST ■ TO BASE OF BAR JOISTS WELL CLEAR 15'-0" FOR SOUND PURPOSES OF ALL LIGHTS. PLUMBING AND ELEC. CONFLICTS. SUPPORT ALL DUCTS FROM BAR JOISTS OR STRUCTURAL BEAMS ABOVE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. B NOTE: CURBS TO BE CONSTRUCTED TO MATCH SLOPE OF ROOF AND PROVIDE LEVEL TOP SURFACE, MINIMUM HEIGHT (MEASURED FROM SHORTEST DIMENSION) SHALL BE 14" ABOVE ROOF INSULATION. CURBS TO BE INSTALLED I.A.W. MANUFACTURERS INSTRUCTIONS. CURB SIZES TO BE COORDINATED BY CURB MANUFACTURER, GENERAL CONTRACTOR AND MECHANICAL CONTRACTOR. CURB LOCATIONS ARE TO BE AS SHOWN ON PLANS. COORDINATE ROOF OPENINGS WITH DUCTWORK AND ROOFTOP UNIT ORIENTATION. MECHANICAL CONTRACTOR TO PROVIDE ROOFTOP UNIT, ROOF CURB, AND ALL DUCTING. ROOFING CONTRACTOR TO INSTALL FLASHING MECHANICAL SCHEDULES AND COUNTERFLASHING FOR ROOFING. AND DETAILS ROOFTOP UNIT AND CURB DETAIL PROJ. NO. SHEET A NOT TO SCALE DRAWN MAP. M501 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychftects P.A. All Rights Reserved, 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 R ■ P 0 N ■ M ■ L ■ K J ■ H ■ G ■ F - _�, F RATING HR \.., .\ _- 1 . 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 \ 11 1 ® 2 ■ 3 0 4 F RATING HR ® 5 ■ 6 ■ 7 ■ 1 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 4 1 or 2 0 6 3or4 0 12 m_- ___1 or 20 ___._.__- SMOKE DETECTOR, SMOKE DUCT DETECTOR OTHERWISE NOTED. M. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MANUFACTURERS, BASE BID. CRITICAL POWER = ORANGE FIELD WITH WHITE LETTERS 21. FOR ALL MEDICAL GAS, FIRE ALARM, POWER PANELS. DISCONNECTS GENERAL NOTES FOR RENOVATION: POLICY FOR PLANNED OUTAGES Y. CLEAN ALL LIGHT FIXTURES, LAMPS AND LENSES AND PANELBOARD INTERIORS PRIOR TO FINAL ACCEPTANCE. Q VOLUME CONTROL AND EQUIPMENT, PROVIDE AN ENGRAVED TAG WITH PANEL ABOVE DRAWING REPRESENTS A 3M PRODUCT AND IT'S INSTALLATION. MATERIAL IS TYPICAL OF _ ELECTRICAL SYMBOL LEGEND: 1. EXISTING OUTLET BOXES AND CONDUIT WHICH ARE LOCATED AND DISRUPTIONS: N. GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE FREE FROM Z. SERVICE LATERALS THAT ARE NOT ENCASED IN CONCRETE AND THAT ARE BURIED 18 IN. D. DISCONNECT SWITCHES: HEAVY DUTY, FUSED OR NON-FUSED AS CALLED FOR ON NOTE: NOT ALL SYMBOLS USED IN THIS PROJECT PROPERLY FOR NEW WORK MAY BE REUSED FOR NEW DEVICES AND WIRE.2 PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE SYSTEM NO. W -"L-1001 AS NECESSARY EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. MIN ANNULAR NOTE: THE CONDUITS, FITTINGS & J -BOXES MUST BE SPOT PLAN DRAWINGS. PROVIDE SOLID NEUTRAL CONNECTION WHERE REQUIRED. USE SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER AT LEAST 10 SYSTEM MUST DEACTIVATE OR OPEN ANY DOOR LOCKING MECHANISM AND REMAIN IN ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN (FORMERLY SYSTEM NO. 147) ELECTRICAL SPECIFICATIONS - DIVISION 16: DAYS PRIOR TO BID DATE. NEMA - INDOORS AND NEMA -3R OUTDOORS. ALL DISCONNECT SWITCHES SHALL BE 1 120/240 VOLT 10: PHASE A - BLACK: PHASE B - RED 2x4 AND 2x2 RECESSED FLUORESCENT LIGHT . SOURCE OF SUPPLY. WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3) SECTION INTERRUPTION TO EXISTING SERVICES. OBTAIN WRITTEN APPROVAL FOR TIME & DURATION E. PROVIDED WITH GROUND KIT. PROVIDE PANELBOARDS OF THE DEAD FRONT TYPE, NO LESS THAN 20 INCHES WIDE CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. FIXTURE TO NORMAL CIRCUIT 3. INSTALL A BLANK COVER PLATE WHERE REQUIRED. TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK, 16000- GENERAL PROVISIONS T RATINGS - 0, 1, 2, 3 AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY . CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURERS MATERIALS AND 5 3 4 INCHES DEEP WITH QUANTITY OF BRANCH CIRCUITS/CIRCUIT BREAKERS / lr '' �'��r�z° FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT 4. VISIT THE JOB SITE PRIOR TO BIDDING TO VERIFY ALL ACTUAL CONDITIONS. SHALL BE REPLACED BY THE ELECTRICAL CONTRACTOR WITH NO ADDITIONAL COST TO THE CLIENT, IN ADDITION, ELECTRICAL CONTRACTOR SHALL PROVIDE THE ENGINEERING WITH L RATING AT 400 F - LESS THAN 1 CFM/SQ FT W OPERATING ELECTRICAL SYSTEM. INCLUDE NECESSARY FEES AND PERMITS WITHIN DRAWINGS FOR LOCATION OF RATED WALLS) SHALL BE PROPERLY AS INDICATED ON THE PANELBOARD SCHEDULE WITH THE VOLTAGE. PHASE AND PHOTOMETRIC FLOOR PLANS FOR ANY LIGHTING FIXTURES CHANGES FOR APPROVAL AT LEAST DD. ELECTRICAL CONTRACTOR SHALL FILL UTILITY SERVICE INFORMATION FORMS AND BUILDING 5. REMOVE EXISTING POWER, LIGHTING, SYSTEMS, MATERIAL AND CONTROL RISK ASSESSMENT TO AHCA FOR REVIEW. . ^ (FORMERLY SYSTEM N0. 202) BASE BID. DEPARTMENT ELECTRICAL PERMIT FORMS. AMPERE RATING AS REQUIRED. ALL PANELBOARDS SHALL HAVE PHASE SEQUENCE CIRCUITS AND BOLT -ON CIRCUIT BREAKERS. MAIN BREAKERS SHALL BE MOLDED ® ® FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH EXISTING SUBSCRIPT LEGEND: �` IVORY (COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDER) AND ALL EXISTING TO REMAIN FIXTURES, SPEAKERS, CONDUITS, J -BOXES, to B. CODES AND STANDARDS NUI VOICE EVAC SPEAKER AND STROBE LIGHT, FLUSH MOUNTED 24. CABLES (TELE/DATA, NURSE CALL, COMPUTER, ACCESS CONTROLS �^ 3 THE CONSTRUCTION OF THE PROJECT. EQUIPMENT SHOWN. ON MECHANICAL PLANS THAT HAVE AT LEAST 2 HOT CONDUCTORS. SEE DIAGRAMS, THIS SHEET. a ( ,�T, h,LJr' '' 1. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL GOVERNING AUTHORITIES CASE. CIRCUIT BREAKERS FEEDING HVAC LOADS SHALL BE HACR TYPE. TYPEWRITTEN PANEL DIRECTORIES SHALL BE PROVIDED AT COMPLETION OF THE PROJECT. r'f,, , v ` kl h FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT A. REINSTALL ANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALS J' RIGID STEEL OR INTERMEDIATE METAL CONDUIT WITH LOCKNUTS AND BUSHINGS, WITH HOSPITAL SPECIAL REQUIREMENTS : ; s �O FEDER®-I LOCAL ODES AND REVISIONS. PROVIDE LABOR AND MATERAALAAD REQUIRED. LAWS ORDINANCES, CODES, RULES AND REGULATIONS WHICH GOVERN THE WORK. DIAGRAM IN .r; r ,, AND EQUIPMENT WHICH ARE REQUIRED TO REMAIN ACTIVE FOR ETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING % a 2. THE APPLJCABLE GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND REGULATIONS SHALL CONSIST BASICALLY OF, BUT NOT LIMITED TO, THE FOLLOWING F. ELECTRICAL CONTRACTOR SHALL REVIEW ONE LINE POWER RISER CONJUNCTION WI1H SWITCHGEAR MANUFACTURER REPRESENTATIVE TO CROSS N N FLUORESCENT FIXTURE CONNECTED TO UNSWITCHED CIRCUIT THE FACILITY TO BE FULLY FUNC110NAL. TO REMAIN. PROVIDE ALL NECESSARY EXTENSION OF PROVIDE PROPOSED PROJECT SCHEDULE. REFERENCE POWER RISER WITH PANEL SCHEDULES AND VERIFY VOLTAGES AMPS j 6. WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, CONDUIT AND WIRING AS REQUIRED IN ORDER TO (LATEST EDITIONS): LUGS SIZES/ NUMBER AND CABINETS DIMENSIONS PRIOR TO SUBMITTING A BID. ALL BRANCH CONDUITS, WHICH NO LONGER ARE IN SERVICE, SHALL BE MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT z 3. NFPA-70-2008, NATIONAL ELECTRICAL CODE. G. EXERCISE CARE IN CONNECTING THE VARIOUS ELECTRICAL LOADS TO THE PANELS IN I--o-�� STRIP FLUORESCENT LIGHT FIXTURE -CEILING, WALL MOUNTED REMOVED. PENETRATIONS SHALL BE SEALED TO MEET WALL RATING. IF, TO REMAIN. 0 4. NFPA-99-2005, STANDARD FOR HEALTH CARE FACILITIES IN THE COURSE OF THE WORK, OUTLETS ARE COVERED UP TO OTHERWISE � 1l!! : is 5. NFPA-101 (2009), LIFE SAFETY CODE W/FLORIDA AMENDMENTS: ORDER TO ARRIVE AT A REASONABLE BALANCE BETWEEN LOADS IN EACH PHASE AT EACH PANEL RESULT IN Q Q INCANDESCENT, HID OR COMPACT FLUORESCENT FIXTURE - REMOVED TO RENDERED INACCESSIBLE, ALL WRING 0 SAME SHALLSERVICE ERL EXISTING DEVICE/LIGHT TO BE RELOCATED. JUNCTION ^ 6. NFPA-110 (2005 , STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS. EACH PANEL. MAKE TESTS AND ADJUST LOADS AT TO REASONABLY BALANCED LOAD CONDITION, SATISFACTORY TO THE UTILITY COMPANY. CEILING MOUNTED, WALL MOUNTED THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN RVI I AND EXTEND EXISTING CONDUIT AND WIRING TO NEW 7. NFPA 241 (2004, STANDARD FOR SAFEGUARDING BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS. ENGINEER, OWNER AND INSPECTION AGENCIES DOCUMENT ALL SAID LOAD � � EXIT SIGN FIXTURE, SHADED QUADRANT INDICATES FACE, WITH INTERRUPTED THEREBY, IT SHALL BE RECONNECTED BY THE MOST INCONSPICUOUS MEANS SO AS TO REMAIN IN OPERATION, WITH SAME LOCATION AS REQUIRED. SECTION A -A 8. NFPA-1 UNIFORM FIRE CODE, 2009 ADJUSTMENTS. BASE OF DESIGN IS SQUARE D. ARROWS AS SHOWN ON PLAN -CEILING MOUNTED, WALL CAPACITY AS BEFORE. ALL BUILDING SURFACES DAMAGED, AND NL NEW LOCATION OF EXISTING DEVICE/LIGHT. PROVIDE I WALT, ASSEA48LY - THE 1, 2, 3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL 9. CHAPTER 59A-3, 2010 FLORIDA ADMINISTRATIVE CODE H. I. MANUFACTURERS: MATERIALS SHALL BE NEW AND UNUSED AND THE CATALOGUED PRODUCTS OF MOUNTED OPENINGS LEFT BY REMOVAL OF BOXES, PIPING OR OTHER EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR. ALL HOLES LEFT IN JUNCTION EXTENSION OF EXISTING CONDUIT AND WIRING AS ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED 10. CHAPTER 395, FLORIDA STATUTES MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH MATERIALS. $ $2 $3 $4 - _ _ 1 POLE, 2 POLE, 3 WAY, 4 --WAY SWITCH BOXES, SWITCHES, PANELS, ETC. SHALL BE CLOSED. REQUIRED. PROVIDE NEW SWITCHING AS INDICATED ( ) IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE 11. CHAPTER 780, LIGHTNING PROTECTION CODE (2004). THE MATERIALS SHALL BE OF THE MANUFACTURER'S LATEST STANDARD DESIGN $K KEYSWITCH 7. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BECOME RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: 12. 69A-53, F.A.C., STATE FIRE PREVENTION CODE (2010). THAT COMPLIES WITH THE SPECIFICATION REQUIREMENTS. THE PROPERTY OF THE OWNER. ALL OTHER SALVAGE AND DEBRIS R EXISTING DEVICE/LIGHT TO BE REMOVED. WHERE A STU08 - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 H FIRE 13. NFPA-72-2007, NATIONAL FIRE ALARM CODE. J. LIGHTING FIXTURES SHALL BE AS SHOWN ON THE DRAWING AND SHALL BE SHALL BE REMOVED FROM THE PREMISES DAILY. EXISTING EQUIPMENT TO REMAIN IS FED VIA EXISTING RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF 14. 2010 FLORIDA FIRE PREVENTION CODE AND THE CURRENT ADOPTED CODES AND FURNISHED WITH LAMPS INSTALLED. CLEAN, RELAMP AND REFURBISH AS REQUIRED $ $3 ltl4 INCANDESCENT DIMMER SWITCH, 8. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND EQUIPMENT TO BE REMOVED, PROVIDE ALL NECESSARY NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END STANDARDS BY THE STATE OF FLORIDA. FOR LIGHT FIXTURES THAT ARE ETR OR NL 1 -POLE, 3 -WAY, 4 -WAY SWITCH SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS EXTENSION OF CONDUIT AND WIRING AS REQUIRED IN PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN WIDE BY 1-3/8 IN 15. 2010 GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES. K. ALL GROUNDING SHALL CONFORM TO ARTICLE 250 OF THE NEC REQUIREMENTS. IN $M $Mp $Wp MANUAL MOTOR STARTER TOGGLE SWITCH AS NOTED; "P" TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING DEEP CHANNELS SPACED MAX 24 IN. OC. 16. FLORIDA BUILDING CODE 2010 CHAPTER 419. ADDITION THERETO AS IMPOSED BY THE DRAWINGS AND THE LOCAL CODE INDICATES PILOT LIGHT; "WP" INDICATES WEATHERPROOF WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL EQUIPMENT. B. GYP" BOARD + - NOM 1/2 OR 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR 17, FLORIDA AMERICANS WITH DISABILITIES, 2007 AS DESCRIBED IN ACCESSIBILITY ENFORCEMENT AUTHORITIES HAVING JURISDICTION. 0*0 BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE RPL EXISTING DEVICE/LIGHT TO BE REPLACED. EXISTING EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS. WHEN THE WATER MAIN METAL PIPE IS USED AS A SUPPLEMENTAL ELECTRODE, " DUPLEX RECEPTACLE AT 18 /AS NOTED, ABOVE COUNTER AT AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED LAYERSTAPERED IED IN THE SHALL BE AS IFDIRECT SHEET ATHE TYPE DERIES 18. LATEST EDITION OF ALL OTHER NFPA ARTICLES NOT LISTED, AS ADOPTED BY THE CONNECTION SHALL BE MADE WITHIN 5 FT. OF POINT OF ENTRANCE OF PIPE INTO C 42 -/AS CEILING TYPE, ISOLATED GROUND BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. CIRCUIT WIRING TO REMAIN. REFER TO RENOVATION PLAN UL FRE RESISTANCETION NDIVIDU�AL U 00 OR U400 SFASTENER DESIIGN INRY. STATE FIRE MARSHALL. THE BUILDING. CONNECTIONS OF CONDUCTORS TO GROUND RODS SHALL BE MADE 0 0 0 TYPE,WEATH R ROOF TYPE, SIMPLEX (AS NOTED) UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND FOR MORE INFORMATION. MAX DIAM OF OPENING IS 26 IN. 19. REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010. BY MEANS OF EXOTHERMIC WELD. IG WP NEW SURVEYS AND FIELD INVESTIGATION. IT IS TO BE UNDERSTOOD THAT 20, AMERICANS WITH DISABILITY ACT JANUARY 26 1992. L. FIREPROOF ALL OPENINGS ON FIRE RATED WALLS BY AN UL APPROVED SYSTEM. UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE N NEW DEVICE/LIGHT.TO MATCH EXISTING BUILDING 2. THROUGH PENETRANT - ONE METALLIC PIPE,CONDUIT OR FIRE TUBING INSTALLED SYSTEM. THE F 21, ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL ANSI STANDARDS M. PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT STUB -UP TO ACCESSIBLE CEILING ,* (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION STANDARDS EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE ERY OF OPENING ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY ADOPTED BY THE GOVERNING AUTHORITY. THIS INCLUDES BUT IS NOT LIMITED TO FOR TELEPHONE, TV AND DATA OUTLETS, PROVIDE INSULATING BUSHINGS AT SINGLE COVER PLATE AT 18"/AS NOTED, ABOVE COUNTER AT WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS, AS SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 2 IN. PIPE, CONDUIT OR SPECIAL REQUIREMENTS FOR FIRE ALARM, ELEVATORS AND HANDICAP PERSONS. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL N. BOTH ENDS AND PULL STRING. FURNISH FOR REVIEW AND APPROVAL FIVE (5) COPIES OF OR NUMBER REQUIRED BY 42"/AS NOTED DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER, MAY BE NECESSARY AND IT IS INTENDED THAT RI SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE TUBING TO BE R 22, APPLICABLE GOVERNING AUTHORITIES, LAWS, ORDINANCES, CODES, RULES, LOCAL JURISDICTION. CUT SHEETS AND SCHEDULES FOR ALL PANELBOARDS, LIGHT X ) 3 1 -POLE, 3 -WAY, 4 -WAY SWITCH, DIMMER CONNECTED TO SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE REGULATIONS AND STANDARDS. WHERE DISCREPANCIES OCCUR, NOTIFY THE FIXTURES, TRANSFORMERS AND ELECTRICAL EQUIPMENT IN A 3 -RING BINDER WITH A CRITICAL CIRCUIT (RED DEVICE) IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. USED. ARCHITECT/ENGINEER, IN WRITING, AND ASK FOR INTERPRETATION A MINIMUM OF FRONT PAGE FOR EACH CATEGORY WITH SPACE FOR ENGINEER'S STAMP AND DUPLEX RECEPTACLE (RED DEVICE) AT 18"/AS NOTED, ABOVE THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, A STEEL PIPE -NOM 24 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. TEN DAYS PRIOR TO THE BID OF THE CONTRACT DOCUMENTS. SUBMISSION OF A COMMENTS. COUNTER AT 42/A5 NOTED CONNECTED TO CRITICAL CIRCUIT ETC., PRIOR TO BID, AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. B. ROW PPE -NOM 24 IN. DIAM (OR SMALLER SERVICE WEIGHT (OR HEAVIER) CAST PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR SHALL MEET 0. CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED 9. WHERE NEW OPENINGS ARE CUT AND CONCEALED CONDUITS, ETC., IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) OR CLASS 50 (OR THIS INTENT. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR WORK USING APPROVED FIRE SAFEING COMPOUND. REFER TO LIFE SAFETY FLOOR PLAN (2) DUPLEX RECEPTACLE (RED DEVICES) IN SINGLE OUTLET BOX WITH ARE ENCOUNTERED, THEY SHALL BE REMOVED OR RELOCATED AS HEAVIER) DUCTILE IRON PRESSURE PIPE. REQUIRED FROM INTERPRETATIONS OF DISCREPANCIES AFTER THE BID. FOR LOCATION OF FIRE RATED PARTITIONS. SINGLE COVER PLATE AT 18"/AS NOTED, ABOVE COUNTER AT 42"/AS REQUIRED. WHERE CONDUIT TO BE REMOVED STUBS THROUGH C. CCNDW - NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN, DIAM 23, REQUIREMENT OF THE CITY OF ORLANDO P. CABLES NOT ENCLOSED IN CONDUITS WITHIN CEILING SPACES SHALL BE AIR NOTED CONNECTED TO CRITICAL CIRCUIT FLOORS, WALLS, AND CEILINGS SUCH CONDUIT SHALL BE REMOVED (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING. C, PERMITS AND INSPECTIONS: OBTAIN AND MAKE ALL PAYMENTS FOR PERMITS AND PLENUM RETURN FIRE RATED AND MEET THE REQUIREMENTS OF SECTION 602 OF TO THE POINT WHERE THE FINISH SURFACES CAN BE PATCHED D. COPP� TUEIIVCi -NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. INSPECTIONS REQUIRED. AT THE COMPLETION OF THE PROJECT AND BEFORE FINAL F.M.C. "AS ®� LA SPECIAL MOUNTED RECEPTACLE AS NOTED, PUSHBUTTON AS ADEQUATELY SO THAT NO EVIDENCE OF THE FORMER INSTALLATION REMAINS. ELECTRICAL CONTRACTOR SHALL FIRE PROOF ANY WALL E COPPER PPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. ACCEPTANCE OF THE ELECTRICAL WORK, PROVIDE EVIDENCE OF FINAL INSPECTION AND APPROVAL BY THE AUTHORITIES HAVING JURISDICTION. Q. PROVIDE DISK FILE ON CAD 2000 RELEASE WITH BUILT" ELECTRICAL DRAWINGS AT THE COMPLETION OF THE PROJECT. NOTED, TELE -POWER POLE OPENINGS ON FIRE RATED WALLS. REFER TO BUILDING STANDARDS F. THROUGH PE EfRATINO PRODUCT+ - THE FOLLOWING TYPES OF STEEL FLEXIBLE D. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES R. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURER'S e-\ © FINAL CONNECTION TO EQUIPMENT FOR METHOD TO BE USED. 10. THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION METAL GAS PIPING MAY BE USED: WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. REQUIRED TO ACCOMMODATE THIS PROJECT WHETHER INDICATED ON I NOM 2 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING EXISTING CONDITIONS. S. ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS FOR J J ❑O�a JUNCTION BOXES MOTOR TRANSFORMER DRAWINGS, OR DIRECTED IN THE FIELD. ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL E. F. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DEVICES EXACT LOCATIONS, MOUNTING HEIGHTS AND QUANTITIES PRIOR TO BID AND PRIOR TO ROUGH -IN. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES 11. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER ASSEMBLY. OMEGA FUD( INC DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), ARE FOUND. AND EMERGENCY LIGHTS TO BE DETERMINED BY FIRE 0.10-1® �® FUSED DISCONNECT SWITCH, NON FUSED DISCONNECT, MOTOR STARTER OR CONTACTOR, COMBINATION STARTER/DISCONNECT, ENCLOSED AND LIGHTING. 12. ELECTRICAL CONTRACTOR SHALL TRACE BRANCH CIRCUITS OF VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST T. FINAL QUANTITY OF EXIT CIRCUIT BREAKER ER EXISTING PANELS TO IDENTIFY CIRCUIT BREAKERS SERVING 2 NOM 1 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION IS NOT MARSHALL. INCLUDE CONTINGENCY FOR 2 ADDITIONAL EXIT LIGHTS AND 2 REMODELED AREA. CIRCUIT BREAKERS BEING USED SERVE ON PIPING MAY OR MAY NOT .BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ACCEPTABLE. ADDI110NAL EMERGENCY. 0 120/208 OR 120/240V PANELBOARD EXISTING SPACES SHALL REMAIN UNTOUCHED. ASSEMBLY. G. ELECTRICAL CONTRACTOR SHALL EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING AND FIRE U. PROVIDE SWITCHBOARDS WITH THE VOLTAGE AND AMPERE RATINGS FOR THE MAIN ® 277/480V PANELBOARD 13. PROVIDE TYPED, UPDATED PANEL DIRECTORIES FOR EXISTING AND NEW TnER.EX CORP. PROTECTION DRAWINGS FOR ESTIMATING AND CONSTRUCTION OF THIS PROJECT. SUBMISSION OF BREAKER, THE MAIN BUS AND THE FEEDER BREAKERS AS INDICATED ON THE ONE -LINE PANELS USED IN THIS PROJECT. A BUDDY CO. A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE POWER RISER DIAGRAM. ® SYSTEMS CABINET- FLUSH MOUNTED, SURFACE MOUNTED (AS NOTED) PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, 3. NOM 1 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR CONNECTING AND 1. BUS BARS OF SILVER-PLATED COPPER OR TIN-PLATED ALUMINUM. DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ENERGIZING EQUIPMENT SHOWN ON THOSE DRAWINGS WILL NOT BE RECOGNIZED. 2. MOLDED CASE BREAKERS FOR THE MAIN AND FEEDERS. TELEPHONE TERMINAL BOARD, TELEPHONE SYSTEM NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE ASSEMBLY. ELECTRICAL CONTRACTOR SHALL COMMUNICATE DISCREPANCIES TO ENGINEER PRIOR 3. BUS BARS OF SILVER-PLATED COPPER OR TIN-PLATED ALUMINUM. RACEWAY NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND WARD MFa W SUBMITTING A BID. 4. PROVISIONS FOR PAD LOCKING THE CIRCUIT BREAKER HANDLES ON THE "ON" "OFF" CONNEC110N TO GROUND ADHESIVE INSTALLATION IS NOT ACCEPTABLE, 3. FAL VOD OR CAVITY MAT�gAL+ -CAULK OR SEALANT -MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 H. PROVIDE TEMPORARY POWER AND LIGHTING. INCLUDE PERMITS AND UTILITY COMPANY AND POSITION. 5. PROVIDE RUBBER INSULATION FLOOR MAT IN FRONT OF SWITCHBOARD FOR ENTIRE _ 14. EXISTING OUTLETS, CONDUIT, WIRE AND EQUIPMENT WHICH DOES NOT INTERFERE WITH THE CONSTRUCTION OF THE PROJECT SHALL IN, THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED FEES FOR TEMPORARY SERVICES WITHIN BASE BID. LENGTH OF CENTER AND 4 FEET WIDE, W P TELEPHONE OUTLET AT 18", WALL TELEPHONE OUTLET AT 54", REMAIN UNTOUCHED, 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 I. CONTRACTOR SHALL SCHEDULE ALL DOWN-TIME WITH THE OWNER PRIOR TOABOVE V. SWITCHBOARDS, MOTOR CONTROL CENTERS AND TRANSFORMERS SHALL BE MOUNTED �'f COUNTER, PAY TELEPHONE OUTLET. PROVIDE 4" SQ. 15. AREAS AFFECTED BY CONSTRUCTION SHALL BE CONTACTED FOR SIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE BEGINNING THE WORK. PREMIUM/OVERTIME RATES MAY BE REQUIRED AND MUST BE INCLUDED IN BASE BID. ON 4" THICK CONCRETE HOUSEKEEPING PADS. HOUSEKEEPING PADS SHALL EXTEND MASONRY (DEEP) BOX AND 1" CONDUIT (WITH INSULATING COORDINATION OF WORK PRIOR TO RENOVATION. HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE J. CONTRACTOR SHALL THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS. WHEN AT LEAST BEYOND ALL SIDES, FRONT AND BACK OF THE EQUIPMENT EXCEPT BUSHING TO ACCESSIBLE CEILING ) 16. JUNCTION BOXES, CONDUIT, SWITCHES, CIRCUIT BREAKERS, ETC., ARE TO BE SUPPLIED AND INSTALLED BY ELECTRICAL FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE CONFLICTS ARISE WITHIN CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL NOTIFY WHERE EQUIP. EXTENDS TO WALLS. EXTENSIONS BEYOND SIDES OF THE EQUIPMENT I V 3q V COMPUTER OUTLET, COMPUTER OUTLET 48", PHONE/DATA PROVIDE CONTRACTOR, TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY ENGINEER PRIOR TO SUBMITTING A BID. SUBMISSION OF A BID SHALL INDICATE SHALL BE BEVELED. 4" SQUARE MASONRY BOX AND 1" CONDUIT (WITH INSULATING 17. CONDUIT RUNS SHALL HAVE SWEEP RADIUS BENDS. IN WHICH IT IS INSTALLED, AS TABULATED BELOW: THAT CONTRACTOR THOROUGHLY REVIEWED CONSTRUCTION DOCUMENTS. W. ELECTRICAL CONTRACTOR MAY COMBINE CIRCUITS IN A COMMON RACEWAY AS LONG BUSHING) TO ACCESSIBLE CEILING 18. CONDUIT SHALL NOT BE RUN IN STAIRWELLS. AS CONDUCTORS ARE DERATED AS PER NEC SHARED NEUTRAL SHALL NOT BE MAX WE OR COrDUff' DIAM N. F RATING HR T RATNG FSI 1 1 or 2 0+, 1 or 2 1 3or4 3or4 4 1 or 2 0 6 3or4 0 12 m_- ___1 or 20 ___._.__- K. WHEN ENGINEER IS NOT AVAILABLE, OR TIME DOES NOT PERMIT, CONTRACTOR SHALL ALLOWED UNLESS OTHERWISE INDICATED. ® TELEVISION OUTLET AT 18" (UNLESS NOTED OTHERWISE) 19. MAINTAIN SEGREGATION OF ALL POWER TYPES, DO NOT OF POWER (NORMAL, CRITICAL, EQUIPMENT OR LIFE SAFETY). COLORS INCLUDE THE MOST STRINGENT (COSTLY) REQUIREMENTS WITHIN BASE BID. X. ELECTRICAL CONTRACTOR SHALL INCLUDE TRENCHING AND BACKFILLING, CORE RIBBON THAT IS PLACED IN THE TRENCH AT LEAST 12 IN. (305 MM) ABOVE THE COMBINE BRANCHES. L. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND TELECOMMUNICATION DRILLING, CUTTING AND PATCHING FOR THE INSTALLATION OF HIS/HER WORK WITHIN THE OWNER'S REPRESENTATIVE WITHOUT ADDITIONAL COMPENSATION. 20. USE A MINIMUM 2#12, 1#12 GND-3/4"C. UNLESS 1Q COMPANY FOR LOCATIONS AND REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. NORMAL POWER = BLACK FIELD WITH WHITE LETTERS SMOKE DETECTOR, SMOKE DUCT DETECTOR OTHERWISE NOTED. M. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MANUFACTURERS, BASE BID. CRITICAL POWER = ORANGE FIELD WITH WHITE LETTERS 21. FOR ALL MEDICAL GAS, FIRE ALARM, POWER PANELS. DISCONNECTS PRIOR TO ACCEPTANCE OF THIS WORK, LEAVE THE PREMISES "BROOM CLEAN" INSOFAR AS SUB CONTRACTORS, VENDORS, AND SUPPLIERS, WITH A COPY OF THESE Y. CLEAN ALL LIGHT FIXTURES, LAMPS AND LENSES AND PANELBOARD INTERIORS PRIOR TO FINAL ACCEPTANCE. Q VOLUME CONTROL AND EQUIPMENT, PROVIDE AN ENGRAVED TAG WITH PANEL ABOVE DRAWING REPRESENTS A 3M PRODUCT AND IT'S INSTALLATION. MATERIAL IS TYPICAL OF SPECIFICATIONS. BB. PROVIDE BACK BOXES AND RACEWAY FOR DOOR ACCESS CARD READERS AND ELECTRIC FORMS FOR ADDITION, DELETION, RELOCATION OR PROVISION OF NEW ELECTRIC DESIGNATION. FOR POWER PANELS, DISCONNECTS AND EQUIPMENT, N. GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE FREE FROM Z. SERVICE LATERALS THAT ARE NOT ENCASED IN CONCRETE AND THAT ARE BURIED 18 IN. STRIKES AS PER SECURITY CONTRACTOR DIRECTIONS. PROVIDE 120VAC TO EACH ELECTRIC PROVIDE PROPER VOLTAGE, PHASE, WHERE FED FROM AND THE TYPE + WHEN COPPER PIPE IS USED, T RATING IS O HR. DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND (457 MM) OR MORE BELOW GRADE SHALL HAVE THEIR LOCATION IDENTIFIED BY A WARNING QS SPEAKER OF POWER (NORMAL, CRITICAL, EQUIPMENT OR LIFE SAFETY). COLORS p SECTION -A A PROPERLY CORRECT LATENT DEFECTS ARISING WITHIN THIS PERIOD UPON NOTIFICATION BY RIBBON THAT IS PLACED IN THE TRENCH AT LEAST 12 IN. (305 MM) ABOVE THE Zi� IN WALL, SLASH MARKS INDICATE NUMBER OF 3 OF EACH POWER TYPE ARE AS FOLLOWS: 3M COMPANY - CP 25 WB+ CAULK OR FB -3000 WT SEALANT. THE OWNER'S REPRESENTATIVE WITHOUT ADDITIONAL COMPENSATION. UNDERGROUND INSTALLATION. 1Q HEAT DETECTOR NORMAL POWER = BLACK FIELD WITH WHITE LETTERS *BEARING THE UL CLASSIFICATION MARKING 0. DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING FROM ELECTRICAL CONSTRUCTION AND AA. REVIEW AND COORDINATE WITH DIV. 15 DRAWINGS FOR EQUIPMENT, CONDUIT, DEVICES, ETC., 150 PCF) CONCRETE, WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE OTHERWISE NOTED) THWN COPPER. NO ALUMINUM SHALL BE PERMITTED UNLESS CRITICAL POWER = ORANGE FIELD WITH WHITE LETTERS NOTES CONTRACTOR SHALL PROVIDE A UL LISTED 3M FIRE SEALANT OR APPROVED EQUAL. PRIOR TO ACCEPTANCE OF THIS WORK, LEAVE THE PREMISES "BROOM CLEAN" INSOFAR AS REQUIRED FOR A COMPLETE AND OPERATING HVAC SYSTEM. SPECIFICALLY NOTED OTHERWISE. INSTALL ALL WIRING IN CONDUIT OR APPROVED DUCT/SMOKE DETECTOR REMOTE INDICATOR LIGHT EQUIPMENT POWER = GREEN FIELD WITH WHITE LETTERS ABOVE DRAWING REPRESENTS A 3M PRODUCT AND IT'S INSTALLATION. MATERIAL IS TYPICAL OF AFFECTED BY ELECTRICAL WORK. BB. PROVIDE BACK BOXES AND RACEWAY FOR DOOR ACCESS CARD READERS AND ELECTRIC FORMS FOR ADDITION, DELETION, RELOCATION OR PROVISION OF NEW ELECTRIC W/KEYED TEST SWITCH, WALL MOUNTED ® 72" LIFE SAFETY POWER = YELLOW FIELD WITH WHITE LETTERS ONE METHOD OF FIRE PROTECTION AND IT'S INSTALLATION. CONTRACTOR SHALL CONFIRM WITH P. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE STRIKES AS PER SECURITY CONTRACTOR DIRECTIONS. PROVIDE 120VAC TO EACH ELECTRIC ® SHUTDOWN RELAY, 24V DC FIRE ALARM = RED FIELD WITH WHITE LETTERS 3M (MINNESOTA MINING & MFG. CO.) OR APPROVED EQUAL FOR THE EXACT MATERIAL, SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY. NO STRIKE DOOR LOCATION AND TO ACCESS CONTROL SYSTEM PANEL. ACCESS CONTROL AS NECESSARY EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. MIN ANNULAR NOTE: THE CONDUITS, FITTINGS & J -BOXES MUST BE SPOT REQUIREMENTS, AND INSTALLATION INSTRUCTIONS FOR THE SPECIFIC TYPE OF INSTALLATION. THE SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER AT LEAST 10 SYSTEM MUST DEACTIVATE OR OPEN ANY DOOR LOCKING MECHANISM AND REMAIN IN SPACE BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF OPENING IS 0 IN. (POINT FOR A PHASE THROUGHOUT. COLOR -CODE SHALL BE AS FOLLOWS: PAINTED TO INDICATE THE POWER TYPE. SEE THE COLOR CONTRACTOR SHALL PROVIDE A COPY OF THESE DOCUMENTS UPON REQUEST, DAYS PRIOR TO BID DATE. FAIL SAFE POSITION WHENEVER FIRE ALARM SYSTEM IS ACTIVATED OR BUILDING POWER[E] 120/240 VOLT 10: PHASE A - BLACK: PHASE B - RED MANUAL PULL STATION, FLUSH SCHEDULE ABOVE OR PER HOSPITAL STANDARDS. SIZE AS WELL AS THE F RATING OF THE SYSTEM, AS SHOWN IN THE TABLE BELOW, PIPE, FAILS. PROVIDE "PUSH -TO -EXIT" PUSHBUTTON AND MOTION DETECTOR AT EACH ACCESS INTERRUPTION TO EXISTING SERVICES. OBTAIN WRITTEN APPROVAL FOR TIME & DURATION ELECTRICAL SYMBOL LEGEND NOTES= 22. ABANDONED LOW VOLTAGE CABLES WITHIN CEILING SPACES SHALL BE CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECT THE INSTALLATION, OPERATION, DOOR LOCATION, INTERLOCK WITH FIRE ALARM SYSTEM. E4 HORN AND STROBE LIGHT, FLUSH MOUNTED REMOVED AS PER ARTICLE 725.61 (A) OF THE NFPA-70, NEUTRAL - WHITE; GROUND - GREEN. PERFORMANCE, QUALITY OR LONGEVITY OF THE ELECTRICAL SYSTEMS AS DEFINED HEREIN,CC . CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURERS MATERIALS B. CONDUIT - NOM 6 IN. DIAM OR SMALLER RIGID STEEL CONDUIT. 23. DEVICES LOCATED IN RATED WALLS REFER TO ARCHITECTURAL ( SYSTEM NO. CAJ1027 SHALL BE REPLACED BY THE ELECTRICAL CONTRACTOR WITH NO ADDITIONAL COST TO THE CLIENT, IN ADDITION, ELECTRICAL CONTRACTOR SHALL PROVIDE THE ENGINEERING WITH AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. W WALL/CEILING MOUNT STROBE DRAWINGS FOR LOCATION OF RATED WALLS) SHALL BE PROPERLY 2. SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE 20A MINIMUM. PHOTOMETRIC FLOOR PLANS FOR ANY LIGHTING FIXTURES CHANGES FOR APPROVAL AT LEAST DD. ELECTRICAL CONTRACTOR SHALL FILL UTILITY SERVICE INFORMATION FORMS AND BUILDING GREEN. CONTROL RISK ASSESSMENT TO AHCA FOR REVIEW. . PROTECTED AS REQUIRED BY LOCAL CODES. PROVIDE 5 SIDED OF (FORMERLY SYSTEM N0. 202) 10 DAYS PRIOR TO BID DATE. DEPARTMENT ELECTRICAL PERMIT FORMS. V©. VOICE EVAC SPEAKER J -BOXES OR PUDDY PACKS AS NECESSARY. F RATINGS - 3 HR OR NOT. NO SHARING OF THE NEUTRAL SHALL BE PERMITTED. COVERED DURING HOURS OF CONSTRUCTION BUT THE COVERS SHALL BE REMOVED AT THE IVORY (COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDER) AND ALL EXISTING TO REMAIN FIXTURES, SPEAKERS, CONDUITS, J -BOXES, T RATING - 0 HR END DAY. IF THIS IS IMPOSSIBLE, THEN INSTALL A FIRE WATCH TILL THESE SYSTEMS ARE EE. PROVIDE AND INSTALL PHASE LOSS PROTECTORS WITH AUTO RESET FOR ALL 10 AND 30 NUI VOICE EVAC SPEAKER AND STROBE LIGHT, FLUSH MOUNTED 24. CABLES (TELE/DATA, NURSE CALL, COMPUTER, ACCESS CONTROLS �^ 3 SECTION 16050 -BASIC MATERIALS AND METHODS EQUIPMENT SHOWN. ON MECHANICAL PLANS THAT HAVE AT LEAST 2 HOT CONDUCTORS. SEE DIAGRAMS, THIS SHEET. ETC.) LOCATED IN WALLS OR ABOVE THE CEILINGS IN THE WORK AREA '' t A. RACEWAYS AND FITTINGS: ALL RACEWAYS AND FITTINGS SHALL BE GALVANIZED A. DOOR HOLDER SHALL BE PROPERLY SUPPORTED PER NEC, NFPA, AND ALL STATE, I% - RIGID STEEL OR INTERMEDIATE METAL CONDUIT WITH LOCKNUTS AND BUSHINGS, WITH HOSPITAL SPECIAL REQUIREMENTS TS TAMPER SWITCH FEDER®-I LOCAL ODES AND REVISIONS. PROVIDE LABOR AND MATERAALAAD REQUIRED. 'ii, I�' :.• THE EXCEPTION THAT WHERE SPECIFICALLY ALLOWED BY THE NATIONAL ELECTRICAL a CODE AND APPLICABLE LOCAL CODES. ELECTRICAL METALLIC TUBING (E.M,T) MAY BE 1. NOTIFY HOSPITAL PROJECT COORDINATOR WHEN PROJECT IS TO COMMENCE & FS FLOW SWITCH �-� ^ 2 TOEPHY�CAL DAMAGEALL °OR CORROSIONEXPOSED D FIOTTINGSESHALL BID WORK WSTEELIERE SET SI°REW TYPET PROVIDE PROPOSED PROJECT SCHEDULE. E MAX NOM PPE CONDJ17 OR TUBM DIAM, N NO PVC, BX OR MC CABLE ALLOWED. INSTALL EXPANSION FITTINGS IN RACEWAYS 2. MEET WITH AND REVIEW PROGRESS OF CONSTRUCTION & AS -BUILT RECORD DRAWINGS BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR 10 p SECTION -A A EVERY 200' LINEAR RUN OR WHEREVER STRUCTURAL EXPANSION JOINTS ARE WITH (& AT A FREQUENCY SET BY) HOSPITAL PROJECT COORDINATOR. Zi� IN WALL, SLASH MARKS INDICATE NUMBER OF 3 3/4 CROSSED. 3. PROVIDE WRITTEN NOTIFICATION TO HOSPITAL PROJECT COORDINATOR OF TIMES & DATES CONDUCTORS, LONGER SLASH IS NEUTRAL, (GROUND WIRE 1-1/2 t FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. THICK LIGHT WEIGHT OR NORMAL WEIGHT (100- B. CONDUCTORS: FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE (#12 UNLESS FOR BUILDING INSPECTIONS OR REVIEW OF CONSTRUCTION BY AUTHORITIES HAVING NOT SHOWN). 2 #12, 1 #12 GROUND IN A 3/4" CONDUIT D AND E 150 PCF) CONCRETE, WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE OTHERWISE NOTED) THWN COPPER. NO ALUMINUM SHALL BE PERMITTED UNLESS JURISDICTION. MINIMUM (UNLESS OTHERWISE NOTED OR MARKED). E BLOCKS*. MAX DIAM OF THROUGH OPENING IS 12-1/4 IN. SPECIFICALLY NOTED OTHERWISE. INSTALL ALL WIRING IN CONDUIT OR APPROVED 4. PROVIDE COMPLETED HOSPITAL ENGINEERING DEPARTMENT EQUIPMENT REGISTRATION QUANTITY OF ARROWS INDICATE QUANTITY OF HOMERUNS DISCONNECT SWITCHES SEE CONCRETE BLOCKS (CAZT) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR RACEWAYS UNLESS OTHERWISE INDICATED. PROVIDE #10AWG FOR BRANCH CIRCUITS FORMS FOR ADDITION, DELETION, RELOCATION OR PROVISION OF NEW ELECTRIC TO PANELBOARD. PROVIDE EQUIPMENT GROUNDING *BEARING THE UL CLASSIFICATION MARKING NAMES OF MANUFACTURERS. OVER 100 FEET IN LENGTH TO ACCOUNT FOR VOLTAGE DROP. PROVIDE #10 GROUND CIRCUITS, ELECTRICAL PANELS, VALVES OR OTHER EQUIPMENT. BLANK FORMS ARE CONDUCTOR IN ALL BRANCH CIRCUITS. 2 THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED TO CORRESPOND. ALL BRANCH CIRCUITS SHALL CARRY A GROUNDING EQUIPMENT AVAILABLE FROM HOSPITAL ENGINEERING DEPARTMENT. EXIT SIGNS AS NECESSARY EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. MIN ANNULAR CONDUCTOR, AND BE WIRED WITH COLOR- CODED WIRE WITH THE SAME COLOR USED 5. COMPLY WITH HOSPITAL ENGINEERING DEPARTMENT STANDARDS FOR EQUIPMENT /POWER ; ' H�"`�'� BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR ® SPACE BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF OPENING IS 0 IN. (POINT FOR A PHASE THROUGHOUT. COLOR -CODE SHALL BE AS FOLLOWS: PANEL / SYSTEM PANEL / DISCONNECT NAMEPLATING, PIPE LABELING, & VALVE TAGGING. UNDERGROUND. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK CONTACT). MAX ANNULAR SPACE IS DEPENDENT ON PIPE, CONDUIT OR TUBING TYPE AND 120/240 VOLT 10: PHASE A - BLACK: PHASE B - RED 6. MAKE CONNECTIONS TO EXISTING SYSTEMS AT APPROVED TIMES MINIMIZING DURATION OF SIZE AS WELL AS THE F RATING OF THE SYSTEM, AS SHOWN IN THE TABLE BELOW, PIPE, NEUTRAL - WHITE; GROUND - GREEN, INTERRUPTION TO EXISTING SERVICES. OBTAIN WRITTEN APPROVAL FOR TIME & DURATION ELECTRICAL SYMBOL LEGEND NOTES= CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. 120/208 VOLT 30: PHASE A - BLACK: PHASE B - RED; PHASE C - BLUE; OF A SCHEDULED SHUTDOWN FROM HOSPITAL ENGINEERING DEPARTMENT. WHERE WALLS AND PARTITIONS ARE REQUIRED TO HAVE A MINIMUM OF D 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. NEUTRAL - WHITE; GROUND - GREEN. 7. COMPLY WITH HOSPITAL POLICIES AND PROTOCOLS FOR CONSTRUCTION AND INFECTIOUS 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDED B. CONDUIT - NOM 6 IN. DIAM OR SMALLER RIGID STEEL CONDUIT. 277/480 VOLT 30: PHASE A - BROWN; PHASE B - ORANGE; PHASE C - CONTROL. COORDINATE WITH HOSPITAL. FOR ALL DEVICES, LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. C. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL YELLOW; NEUTRAL - LIGHT GREY; GROUND - 8. HOSPITAL SHALL SUBMIT COPIES OF THEIR CONSTRUCTION STANDARDS AND INFECTIOUS 2. SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE 20A MINIMUM. CONDUIT. GREEN. CONTROL RISK ASSESSMENT TO AHCA FOR REVIEW. . ALL RECEPTACLES IN PATIENT CARE AREAS SHALL BE HOSPITAL GRADE LISTED PUTTY PADS. D. COPPER TUBING -NOM 3 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. A DEDICATED NEUTRAL CONDUCTOR SHALL BE INSTALLED FOR ALL CIRCUITS DEDICATED 9. FIRE ALARM AND SMOKE DETECTION SYSTEMS SHALL ALWAYS BE ACTIVE. HEADS MAY BE 20A MINIMUM UNLESS OTHERWISE NOTED. ALL NORMAL DEVICES TO BE MEETING ALL REQUIREMENTS ENFORCED BY NEC, AHCA AND OTHER JURISDICTIONS. E COPPER PIPE - NOM 3 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. OR NOT. NO SHARING OF THE NEUTRAL SHALL BE PERMITTED. COVERED DURING HOURS OF CONSTRUCTION BUT THE COVERS SHALL BE REMOVED AT THE IVORY (COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDER) AND ALL F. IRON PIPE - NOM 10 IN. DIAM (OR SMALLER) CAST OR DUCTILE PIPE. CONTACT THE ENGINEER IF PROPOSED EQUIPMENT IS DIFFERENT THAN THAT END DAY. IF THIS IS IMPOSSIBLE, THEN INSTALL A FIRE WATCH TILL THESE SYSTEMS ARE CRITICAL DEVICES TO BE RED. ACTIVE SPECIFIED AS THIS COULD WARRANT AN ADDITIONAL COST TO THE CONTRACTOR C ■ 0 ■ A N O N T ro rA - c 2 C: Z3 WE CONDUIT OR TUBNG TYPE MAX NOM PPE CONDJ17 OR TUBM DIAM, N F RATING FIR MAX ANaL4R SPACE IN. A or F 10 3 3/4 B 6 3 3/4 C 4 3 1-1/2 D AND E 3 3 1 3/4 D AND E 3 2 7/8 C. FINAL CONNECTIONS TO MOTORS OR EQUIPMENT SUBJECT TO VIBRATION SHALL BE 3. COORDINATE ALL LOCATIONS, HEIGHTS AND COLORS WITH ARCHITECTURAL MADE UP WITH GREENFIELD IN DRY LOCATIONS AND WITH JACKETED, LIQUID- TIGHT, 10. IF THE FIRE ALARM OR SPRINKLER SYSTEMS IS OUT OF SERVICE FOR ANY EXTENDED DRAWINGS/DIAGRAMS PRIOR TO ROUGH IN. FLEXIBLE, GALVANIZED STEEL CONDUIT IN WET OR DAMP LOCATIONS. LOCATE ALL PERIOD OF TIME (I.E. GREATER THAN FOUR HOURS) THEN A FIRE WATCH SHALL BE 4. ALL NEW AND EXISTING COVER PLATES IN THE PROJECT AREA SHALL BE DEVICES AND EQUIPMENT WHERE SHOWN ON DRAWINGS. ALL DIMENSIONS SHOWN ON INSTALLED. SEE NFPA 101 ITEM 9.6.1.8 AND 9.7.6. ENGRAVED WITH PANEL AND CIRCUIT INFORMATION. METAL PLATES SHALL BE THE DRAWINGS ARE FROM FINISHED FLOOR TO THE CENTER OF THE DEVICE UNLESS .11. DOCUMENT THE TYPE OF FIREPROOFING METHOD BEING UTILIZED ON THE STRUCTURAL RED LETERING FOR CRITICAL CIRCUITS AND BLACK LETTERING FOR NORMAL OTHERWISE INDICATED. STANDARD MOUNTING HEIGHTS ARE AS FOLLOWS: FRAME FOR THESE AREAS UNDER RENOVATION, (I.E. SELF PROTECTING, SPRAY -ON FIRE CIRCUITS. PHENOLIC PLATES SHALL BE A RED PLATE WITH WHITE LETTERING DEVICES HEIGHT AFF AT DEVICE CENTER PROOFING, OR MEMBRANE). FOR CRITICAL CIRCUITS AND IVORY/WHITE/MATCH EXISTING PLATES WITH 1. ELECTRICAL OUTLETS 18" A. SELECT THE FIRE RATING FOR THE SPRAY -ON FIREPROOFING FOR BLACK LETTERING FOR NORMAL CIRCUITS. 2. ELECTRICAL OUTLETS ABOVE COUNTER 42" TYPICAL UL ASSEMBLY (I.E. COLUMNS AND BEAMS) IN CASE PATCHING 5. PROVIDE A PULL STRING IN ALL EMPTY CONDUITS. 3. FILL, VOID, OR CAVITY MATERIALS* -PUTTY -MOLDABLE PUTTY MATERIAL KNEADED BY 3. 4. TELEPHONE WALL 'TELEPHONE 18" 54 IS REQUIRED. B. IF A FIRE RATED MEMBRANE IS BEING EMPLOYED, DOCUMENT ITS 6. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL, CIRCUIT TO FILL ANNULAR SPACE TO A MIN DEPTH OF 1 IN. FLUSH WITH TOP HAND AND APPLIEDA 46" UL LISTED ASSEMBLY. NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. SURFACE OF FLOOR. IN WALL ASSEMBLIES, REQUIRED PUTTY THICKNESS TO BE 5. 6. LIGHT SWITCHES THERMOSTATS SEE MECH SPECS 12. NO ITEMS OR MATERIALS SHALL BE STORED IN THE EXIT DISCHARGE OR PATH TO THE 7. JUNCTION BOXES SHALL NOT BE MOUNTED TO THE PARTITION TOP PLATE. INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL. 7. FIRE ALARM DEVICES - 80" TO BOTTOM OF GLASS /& PER LATEST ADA REGULATIONS / PUBLIC WAY. $ PROVIDE ACOUSTICAL FOAM AND SEALANT AT ALL DEVICES ON DEMISING MINNESOTA MINING & MFG. CO. - MPS -2+. 8. DISCONNECT SWITCHES 60 " TOP 13. THE EXIT ACCESS CORRIDOR SHALL REMAIN OPEN AND ACCESSIBLE AT ALL TIMES. PARTITIONS. IF PARTITION IS FIRE RATED, PROVIDE FIREPROOF COMPOUND *BEARING THE UL CLASSIFICATION MARKING 9. PANELBOARDS "TO 72 TO TOP 14. ANY DAMAGE FOUND TO EXISTING WALLS, SHALL BE REPAIRED TO THEIR ORIGINAL FIRE ON BACK AND SIDES OF THE BOX OR 5 SIDED WITH APPROVED MATERIAL AS NOTE CONTRACTOR SHALL PROVIDE A UL LISTED 3M FIRE SEALANT OR APPROVED EQUAL. 10. EXIT SIGNS AS NECESSARY RESISTANT CONDITION. REQUIRED. ABOVE DRAWING REPRESENTS A 3M PRODUCT AND ITS INSTALLATION. MATERIAL IS TYPICAL OF 11. SPECIAL DEVICES AS NECESSARY EQUIPMENT NOTE: 9. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK ONE METHOD OF FIRE PROTECTION AND IT'S INSTALLATION. CONTRACTOR SHALL CONFIRM WITH TO BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. 3M (MINNESOTA MINING & MFG. CO.) OR APPROVED EQUAL FOR THE EXACT MATERIAL, PANELS, BREAKERS, FUSES, DISCONNECTS AND ALL ELECTRICAL DEVICES AND WHERE WALLS AND PARTITIONS ARE REQUIRED TO HAVE A MINIMUM OF REQUIREMENTS, AND INSTALLATION INSTRUCTIONS FOR THE SPECIFIC TYPE OF INSTALLATION. THE EQUIPMENT SPECIFIED IN THESE PLANS ARE DESIGNED TO MEET THE FAULT 1 -HOUR FIRE -RESISTANCE RATING, BOXES SHALL BE SEPARATED BY A CONTRACTOR SHALL PROVIDE A COPY OF THESE DOCUMENTS UPON REQUEST. CURRENT AND COORDINATION STUDIES COMPLETED BY PEI. ANY CHANGES FROM MINIMUM HORIZONTAL DISTANCE OF 24" INCHES OR PROTECTED WITH UL . THE SPECIFIED EQUIPMENT COULD RESULT IN AN ELECTRICAL SYSTEM NOT LISTED PUTTY PADS. - MEETING ALL REQUIREMENTS ENFORCED BY NEC, AHCA AND OTHER JURISDICTIONS. 10. THE ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT MOUNTING AND CONTACT THE ENGINEER IF PROPOSED EQUIPMENT IS DIFFERENT THAN THAT INSTALLATION REQUIREMENTS FOR PAY TELEPHONE OUTLET. SPECIFIED AS THIS COULD WARRANT AN ADDITIONAL COST TO THE CONTRACTOR 19 ■ 20 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 ; FAX 407,246.1664 http://www.peiflo.com E -Mail to: pelmpeifla.com ,toe �: t 2202 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, deslgns, arrangements, methods or plans shall be used try or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. C-pyright 2009 SEAL • �"%,�,01%11111111142 .- y,J' tivsda.us � ®a,, 11 00 Z v .ICS. r � :. . _ - * Y * 9 * w ' a STAT F, g egaar"Ta�.�, �Brydh,(4,� igle%,,,(�g. No, 64601 v, -I y r1% I,, - ,- jfyj CENT RAC FLORIDA ■ MI= ■ ID P 11111111111 0 N ■D M i ■ v>• 1 L ■D K ■ID J 0 H --><M REGIONAL HOSPITAL E H.R. RENOVATIONS '� Brac M D IIIIIIIIIIII C ■� ■D ■ SYMBOL. Dr GENERAL NOTES SPECIFICATIONS AND DETAILS PROJ. NO.H-12101.00SHEET A FOR NEW FAULT CURRENT AND/OR COORDINATION STUDIES. 11. THE ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT MOUNTING OF DRAWN J.E.A. RECEPTACLES SERVING ELECTRIC WATER COOLERS TO ENSURE THAT THE lEO01 POWER CORD IS FULLY CONCEALED. 1 0 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 0 11 0 12 ■ 13 0 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychitects P.A, All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Foix www.huntonbrady.com License AAC001744 __ — - - -_ I - . 1 E 2 E 3 0 4 R a P 0 0 - N N 0 M 0 L 0 K - a i N H 1111111 G 0 F 0 E 0 D E C 0 . B a A _q � - I , ZD IN >1 0 Pi 11 C: 2 C Z) 1 a 2 0 3 0 - — � a 5 . _____ - -_ - - I - I __ -_ ____ --- - ____ - - - --- - a 6 a 7 0 8 0 9 a 10 11111 11 8 12 IN 13 0 14 N 15 N 16 0 17 N . - - - ___ - . . .. .... 1.11.1 ..... I-- = _=, .. __ .jr111�111 ..... . ....... J-111"I'll' 11-11-1--E-6 -_ - L, --- ::g-: ., - ____ U .- jp� -==--- __1 0 __E�E= �.__J ---- I *1 . ........... . ........ --- �' , r. - IF tlli!15�1 - Fq""� . ....... I- !I- f, . - _Y�� ..... . ,�� -1 d Ff I I .... 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None of the ideas, 1. designs, arrangements, methods or plons shall � be used by or disclosed to any person, firm ! -, � ci� corporation for any purpose whutuooar i I without the written permission of Peninsula Engineering, Inc. a F Opyright 1 2009 i � � � �! N � I . 11 � . P I , M , � I i E ) � � ! I � �, I L 1 - i � � I � . I 0 1 i I I I I : I � I K � � : � I � � � ! a : �' i I , I i - 0 i - - . � H . , 1111111 � I �, . a- I . � I . i I 0 ! SEAL "%.0 I �%%J11111111 . ,., I I'V, - G, Z;1I`-A/V -'e ��4 _... �� .%,__ ,Z" 0?'. ...", -.%rlAl�,- -, '1� - . ' F_ N I. ` No n, , '. -P .r, .1 fc . .1 - �, �) ,,. 'V .. 1- 4 -, z F " �rz-" .� ".. . �40 54 11 , . . "k I 0 '� ,* - ,�__* , = ., . *. X = " �D " . � I -0 v 1�1 ,6 I Lhv z i ' . 1. �Z � .0 ,- . Bir T) is ?V7,. Q .., 10Q� No. 64601 f" f -k.,)"/0N4 'r-' %V 1111111110 0 CENTR it U I LORIDA REGIONAL HOSPITAL E H.R. RENOVATIONS .1 a . I. I D . W Hunton * o . N -1 , . . — A R C H I _F E C T S I � . : SUBMZS1ON NO. C — a " . B . . %_j LU TZ ) �- — 0 ct� �� 0 W () 0 :7 LOCATION PLAN FIRS I FLOOR ELECTRICAL I A PROJ. NO.H-12101.00SHEET 11 DRAWN J.E.A. I � � - . .1 E101 =1111111111011111111111111111 . i 0 15 a 16 IN 1 -1 N 18 0 19 0 20 1 . Copyright Huntonl1radychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001 744 __ ___�' 11 . / _,__,� - j �, R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A N a ro c 0 C: Z3 Y ._. lt._._...._._. L 1 is . _................... )r ..::.:.:::::.: OFFICE S RVLOUNGE ._ _ . _..__ - . _... r: ,--1.111-::-..,_.., 1]PI I?ATJ INS d MIS 11P } o o ERL ERL �...EI I; E E' (P S ! N G ERL ERL �...._..: 1111. .".,q" MMQ ETR ETR .w , ,µ 7.. W- M QERLd _: r j % I ETRE 1�I�I ..,....., pip Lc a _1111..-1111.-...1111. _— ............._.. ERL (.,ODIII..aG k, COMPLIANCE 11� IMITI. i �:. 4111-1011"r, .�5 k° k.;k f Sis c-E� ° ETR ETR ETR ETR,.: p IE fs .. .�...........".............« f 4.3; i.. 1~i€ ISI Pa(�L ETR ¢� ry E r RD, t, I ETR ! i RE i E P, ERL €1.... E t ERL.... € M�.-.-.-y Q ,E3 ETR �.... ......... ..__. S ® I ETR QERL� - 1111 s ... 1..47,E i I ERL: ETRE ERL ___- ,... .. ,_.......,,.,-_. 1111.. .,.,...__...,.,,.....,. FLEX TO UP MODULAR ETR ETR ETR MIS FURNITURE E Villi V.........."_... _.._...,.-...... fi,aETR "___mm_T._ . t NA -31 ERL iI ..... - 1.1.11.._. ®_.A ._I ERL ETR a�L�rst� NA -24 AR... ; S ERL ,_. +[ 1 CUM,] d.a I 1 MIS ��xSE I SIwl E'I ERo ERL #"It 1. F,y......_, ET,qR, DEMOLffION PLAN FIRST FLOOR POWER AND SCALE: 1/8" = 1' 0" GENERAL DEMOLITION NOTES: 1. ALL DEVICES SHOWN ARE TO BE REMOVED UNLESS NOTED OTHERWISE. 2. JUNCTION BOXES ABOVE A HARD CEILING SHALL BE RE—LOCATED TO ABOVE AN ACCESSIBLE CEILING OR ACCESS PANELS SHALL BE PROVIDED. ALL NEW AND EXISTING JUNCTION BOXES SHALL BE READILY ACCESSIBLE FROM CEILING ACCESS DOOR. (REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE). ACCESS PANELS SHALL BE UL LISTED FOR TYPE OF AREA WHERE INSTALLED. COORDINATE TYPE, LOCATION AND INSTALLATION WITH ARCHITECT. 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/MODTIFIED. 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 RECEPTACLES IN THE PROJECT AREA ARE SPEC GRADE. PROVIDE NEW AS REQUIRED. NORMAL CIRCUIT RECEPTACLES TO BE IVORY (VERIFY WITH ARCHITECT) AND CRITICAL CIRCUIT RECEPTACLES TO BE RED. KEYED DEMOLITION NOTES: O EXISTING HUMIDIFIER SHALL BE REMOVED COMPLETELY BACK TO SOURCE. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY CIRCUIT(S) AND KEEP A WRITTEN RECORD. x m 1 2 10 a 1 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 IJP t........... .. ...........................t'.""""^"'"'"'"'"'"""'"'"m.._.____._....._._.,...........___..._.._...._.._....v.t..E_g........t...._____...............t..........,..._._..,:.........,.....a .,fit. I.. :.. Ep __ s 1_ ....._._ it F If_� �" I �� i 11, 1^...... f C ' .^.. _ ._I�..... _ S ! E I [IPERA I f j NL NAA -1 NAA -3 O I-.. II i .IP. 1 l E �f d{ O it ,ft 3 fi° fr i ? r_._...._..._.__. «.............._....... 1111. ..._..... i rr,:-�>^,�� E r _111.1___"."."__,__._____._�. � •as 0J C a FIILF Fr I INCOMPLETE _ r J CHART _ E 3 mmm 5r,....:. -- ----- � ��(� Fti 1'1( €... i -3 PF e .«.. ........ i i 1 j ....................._._, r-1111... . 1111 .. ....r r $. m_ NL r r 1 .. .... 111.. .._.....,^ ...................... I C �3°k f i .......,. � Mme,./• � � �I � IJ��. � yI Y��I s C111J(I`1€I i A-5 C E E f i 011 FI� f 6 } �qp, '' (P I d SJ',.�"'A � .,.,..wY� .. } } } try f j[ AA '- a �...m...n.,....1 ("...,...._...I 3 ii�IP,,, - NAA -7 ,.......... j� �)., (J ,11,11. I ; // {� * ki4Z^�� k v� di..�i4f13��i -�i,E} I �i��4.-, £ ^i'A'di..x.�� ? �� ✓4..1f•,i �'zd'.cth..�...�c3£�§ri d'$' ; AJg$p�-Y ;1Y�fi�.�dd�'+ NAA -6 NL 0 C IIJ1NG �lJfi .1.._1.11 ............... jj�- ., NAA -2 ,. 7/ ONS NAA -15 ''I NAA- IN AA S;r`3 g9A-13 �;,al NAA 0...,1......E jE f g NAA-11NL I( �.... 9' f `1111 ��Y�}.i-•iliE d Y��. NAA —9.. NL ' J` E E I >z f I QS NL 'NAA' I $ ....... _._. I f 1 € <2 "AN ,a,a E d tl.... . NL IL s Y' 1 NAA -2 i t:OMP ER ,...13 3 ark 1 1 {iia NL NAA -14 NAA -16 TT 3 1 E T If i NAA -20 NAA -18 NL RENOVATION PLAN FIRST FLOOR POWER AND SYSTEMS SCALE: 1/8" = 1' 0" GENERAL RENOVATION NOTES: 1. PER 2008 NEC A DEDICATED NEUTRAL SHALL BE PROVIDED FOR ALL CIRCUITS, SHARED NEUTRALS SH ALL NOT BE ALLOWED. 2. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 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, 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. KEYED RENOVATION NOTES: O PROVIDE A NEW POWER/TELE/DATA POLE. COORDINATE EXACT LOCATION WITH FURNITURE SUPPLIER, LIGHTING FIXTURES; ARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TO ROUGH IN. O2 COORDINATE WITH MICRO WAVE SUPPLIER FOR EXACT CONNECTION REQUIREMENTS. COORDINATE EXACT LOCATION WITH ARCHITECTURAL AND MILL WORK DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Huntonl3radychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 Z 1 ■ 2 ■ 3 IN 4 ■ 5 ■ 6 IN 7 ■ 8 ■ 9 ■ 10 IN 11 ■ 12 IN 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Y ._. lt._._...._._. L 1 is . _................... )r ..::.:.:::::.: OFFICE S RVLOUNGE ._ _ . _..__ - . _... r: ,--1.111-::-..,_.., 1]PI I?ATJ INS d MIS 11P } o o ERL ERL �...EI I; E E' (P S ! N G ERL ERL �...._..: 1111. .".,q" MMQ ETR ETR .w , ,µ 7.. W- M QERLd _: r j % I ETRE 1�I�I ..,....., pip Lc a _1111..-1111.-...1111. _— ............._.. ERL (.,ODIII..aG k, COMPLIANCE 11� IMITI. i �:. 4111-1011"r, .�5 k° k.;k f Sis c-E� ° ETR ETR ETR ETR,.: p IE fs .. .�...........".............« f 4.3; i.. 1~i€ ISI Pa(�L ETR ¢� ry E r RD, t, I ETR ! i RE i E P, ERL €1.... E t ERL.... € M�.-.-.-y Q ,E3 ETR �.... ......... ..__. S ® I ETR QERL� - 1111 s ... 1..47,E i I ERL: ETRE ERL ___- ,... .. ,_.......,,.,-_. 1111.. .,.,...__...,.,,.....,. FLEX TO UP MODULAR ETR ETR ETR MIS FURNITURE E Villi V.........."_... _.._...,.-...... fi,aETR "___mm_T._ . t NA -31 ERL iI ..... - 1.1.11.._. ®_.A ._I ERL ETR a�L�rst� NA -24 AR... ; S ERL ,_. +[ 1 CUM,] d.a I 1 MIS ��xSE I SIwl E'I ERo ERL #"It 1. F,y......_, ET,qR, DEMOLffION PLAN FIRST FLOOR POWER AND SCALE: 1/8" = 1' 0" GENERAL DEMOLITION NOTES: 1. ALL DEVICES SHOWN ARE TO BE REMOVED UNLESS NOTED OTHERWISE. 2. JUNCTION BOXES ABOVE A HARD CEILING SHALL BE RE—LOCATED TO ABOVE AN ACCESSIBLE CEILING OR ACCESS PANELS SHALL BE PROVIDED. ALL NEW AND EXISTING JUNCTION BOXES SHALL BE READILY ACCESSIBLE FROM CEILING ACCESS DOOR. (REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE). ACCESS PANELS SHALL BE UL LISTED FOR TYPE OF AREA WHERE INSTALLED. COORDINATE TYPE, LOCATION AND INSTALLATION WITH ARCHITECT. 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/MODTIFIED. 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 RECEPTACLES IN THE PROJECT AREA ARE SPEC GRADE. PROVIDE NEW AS REQUIRED. NORMAL CIRCUIT RECEPTACLES TO BE IVORY (VERIFY WITH ARCHITECT) AND CRITICAL CIRCUIT RECEPTACLES TO BE RED. KEYED DEMOLITION NOTES: O EXISTING HUMIDIFIER SHALL BE REMOVED COMPLETELY BACK TO SOURCE. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY CIRCUIT(S) AND KEEP A WRITTEN RECORD. x m 1 2 10 a 1 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 IJP t........... .. ...........................t'.""""^"'"'"'"'"'"""'"'"m.._.____._....._._.,...........___..._.._...._.._....v.t..E_g........t...._____...............t..........,..._._..,:.........,.....a .,fit. I.. :.. Ep __ s 1_ ....._._ it F If_� �" I �� i 11, 1^...... f C ' .^.. _ ._I�..... _ S ! E I [IPERA I f j NL NAA -1 NAA -3 O I-.. II i .IP. 1 l E �f d{ O it ,ft 3 fi° fr i ? r_._...._..._.__. «.............._....... 1111. ..._..... i rr,:-�>^,�� E r _111.1___"."."__,__._____._�. � •as 0J C a FIILF Fr I INCOMPLETE _ r J CHART _ E 3 mmm 5r,....:. -- ----- � ��(� Fti 1'1( €... i -3 PF e .«.. ........ i i 1 j ....................._._, r-1111... . 1111 .. ....r r $. m_ NL r r 1 .. .... 111.. .._.....,^ ...................... I C �3°k f i .......,. � Mme,./• � � �I � IJ��. � yI Y��I s C111J(I`1€I i A-5 C E E f i 011 FI� f 6 } �qp, '' (P I d SJ',.�"'A � .,.,..wY� .. } } } try f j[ AA '- a �...m...n.,....1 ("...,...._...I 3 ii�IP,,, - NAA -7 ,.......... j� �)., (J ,11,11. I ; // {� * ki4Z^�� k v� di..�i4f13��i -�i,E} I �i��4.-, £ ^i'A'di..x.�� ? �� ✓4..1f•,i �'zd'.cth..�...�c3£�§ri d'$' ; AJg$p�-Y ;1Y�fi�.�dd�'+ NAA -6 NL 0 C IIJ1NG �lJfi .1.._1.11 ............... jj�- ., NAA -2 ,. 7/ ONS NAA -15 ''I NAA- IN AA S;r`3 g9A-13 �;,al NAA 0...,1......E jE f g NAA-11NL I( �.... 9' f `1111 ��Y�}.i-•iliE d Y��. NAA —9.. NL ' J` E E I >z f I QS NL 'NAA' I $ ....... _._. I f 1 € <2 "AN ,a,a E d tl.... . NL IL s Y' 1 NAA -2 i t:OMP ER ,...13 3 ark 1 1 {iia NL NAA -14 NAA -16 TT 3 1 E T If i NAA -20 NAA -18 NL RENOVATION PLAN FIRST FLOOR POWER AND SYSTEMS SCALE: 1/8" = 1' 0" GENERAL RENOVATION NOTES: 1. PER 2008 NEC A DEDICATED NEUTRAL SHALL BE PROVIDED FOR ALL CIRCUITS, SHARED NEUTRALS SH ALL NOT BE ALLOWED. 2. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 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, 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. KEYED RENOVATION NOTES: O PROVIDE A NEW POWER/TELE/DATA POLE. COORDINATE EXACT LOCATION WITH FURNITURE SUPPLIER, LIGHTING FIXTURES; ARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TO ROUGH IN. O2 COORDINATE WITH MICRO WAVE SUPPLIER FOR EXACT CONNECTION REQUIREMENTS. COORDINATE EXACT LOCATION WITH ARCHITECTURAL AND MILL WORK DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Huntonl3radychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 Z 1 ■ 2 ■ 3 ■ 4 ■ 5 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A w 1 2 C1 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.hvntonbrady.com License AAC001744 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 a 2 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A w 1 2 C1 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.hvntonbrady.com License AAC001744 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C B ■ A N € 4 .................. !E.I)i iE-............ _ _ r C OFTICE LOUNGE- - - -.- .------- --- -------- _.........__...........__....".".". _.. y DRS, OPERATIONS LOUNGE CLST 1G, SII"111{'M..�Ir _ ERL H C001N("i SUI-i.E... .:,M1 A 1 ImI" t:1::'. COMPUTER TER RMS _ IN(.,I.IMPI_tw..E 1 FSM, EJ rr. 1 "dr F -r art l 1I9. )1.1., t: t I1k1 1 3zF =1 f1 t. ¢ L"'1 .1:. t1..f ' .1. r- 11 I, t I4 E D I C P"iL h... r ( SSL C I..tRI'ISiI ERL „n I H iT d 2 K FIGIE.11 1!.........,� ,I II ERL H DEMOLITION PLAN FIRST FLOOR FIRE ALARM SCALE: 1/8" = 1' 0" GENERAL DEMOLfTION NOTES: 1• ALL DEVICES SHOWN ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. JUNCTION BOXES ABOVE A HARD CEILING SHALL BE RE -LOCATED TO ABOVE AN ACCESSIBLE CEILING OR ACCESS PANELS SHALL BE PROVIDED. ALL NEW AND EXISTING JUNCTION BOXES SHALL BE READILY ACCESSIBLE FROM CEILING ACCESS DOOR. (REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE). ACCESS PANELS SHALL BE UL LISTED FOR TYPE OF AREA WHERE INSTALLED. COORDINATE TYPE, LOCATION AND INSTALLATION WITH ARCHITECT. NR IOI) RK �. 1 1. 1A t. P11 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 RENOVATION PLAN FIRST FLOOR FIRE ALARM SCALE: 1/8" = 1' 0" 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 ; FAX 107.246.1664 —t.ppifla.comp://wwwC;eiflaco m JOB //: 12202 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 pro)ect. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. C 009nt FIRE ALARM: A. PROVIDE MODIFICATIONS/ADDITIONS TO THE EXISTING SIMPLEX FIRE ALARM SYSTEM TO Q. 69A-3 FLORIDA ADMINISTRATIVE CODE COMPLIANCE: COMPLY WITH NFPA 101, NFPA 72, FLORIDA ACCESSIBILITY CODE FOR BUILDING 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), CONSTRUCTION, AND THE CITY OF SANFORD REQUIREMENTS. THE SECONDARY POWER SUPPLY SHALL HAVE SUFFICIENT CAPACITY TO OPERATE THE FIRE B. CHIME/HORN/STROBE/SPEAKER TO MEET db AND CANDELA AS PER ADA AND NFPA-72 ALARM SYSTEM UNDER QUIESCENT LOAD (SYSTEM OPERATING IN A NONALARM CONDITION) FOR REQUIREMENTS, ACCEPT NO LESS THAN 75 CANDELA AND 82 DECIBEL, REFER TO NFPA 72 A MINIMUM OF 24 HOURS AND, AT THE END OF THAT PERIOD, SHALL BE CAPABLE OF TABLES 4.4.4.1.1., 4-4.4.1.1(a) AND 4-4.4.2.1. OPERATING ALL ALARM NOTIFICATION APPLIANCES USED FOR EVACUATION OR TO DIRECT AID TO C. PROVIDE PROPER ANNUNCIATION AND COMPARTMENT IDENTIFICATION FOR THE ALARM DEVICES THE LOCATION OF AN EMERGENCY FOR 5 MINUTES. LOCATED IN EACH SMOKE COMPARTMENT. COORDINATE PROGRAMMING AND IDENTIFICATION (a) THE SECONDARY POWER SUPPLY FOR EMERGENCY VOICE/ALARM COMMUNICATIONS SERVICE WITH HOSPITAL ELECTRONICS DEPARTMENT. SHALL BE CAPABLE OF OPERATING THE SYSTEM UNDER QUIESCENT LOAD FOR A MINIMUM OF D. VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING FIRE ALARM SYSTEM, PROVIDE 24 HOURS AND THEN SHALL BE CAPABLE OF OPERATING THE SYSTEM DURING A FIRE OR NECESSARY UPGRADES, ZONES, POWER EXPANDERS, AMPLIFIERS, ETC, OTHER EMERGENCY CONDITION FOR A PERIOD OF 15 MINUTES AT MAXIMUM CONNECTED LOAD. E. FIRE ALARM CONTRACTOR SHALL REVIEW MECHANICAL DRAWINGS FOR DUCT SMOKE (b) THE SECONDARY POWER SUPPLY CAPACITY FOR SUPERVISING STATION FACILITIES AND DETECTORS AND SMOKE DAMPER REQUIREMENTS. INCLUDE CONNECTION COST WITHIN BASE EQUIPMENT SHALL BE CAPABLE OF SUPPORTING OPERATIONS FOR A MINIMUM OF 24 HOURS. BID. 4,4.1.5.3.2 THE SECONDARY POWER SUPPLY CAPACITY REQUIRED SHALL INCLUDE ALL POWER SEAL F. ELECTRICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF A FACILITY APPROVED FIRE SUPPLY LOADS THAT ARE NOT AUTOMATICALLY DISCONNECTED UPON THE TRANSFER TO ,gig, G_SPA/V ALARM CONTRACTOR FOR DESIGN, INSTALLATION AND PERMITTING OF THE FIRE SECONDARY POWER SUPPLY. °'�°.. .... ALARM WORK. INCLUDE COST WITHIN BASE BID. CONSULT FACILITY "APPROVED VENDOR LIST") PRIOR TO BID, B SHOW REQUIRED INTER—TIES TO ALL EXISTING FIRE ALARM SYSTEM COMPONENTS REQUIRED TO MAKE SYSTEMS OPERATE AS ONE PER NFPA. .�• �� ° �• Q� °e � =_ G. PROVIDE SIGNED AND SEALED FIRE ALARM SHOP DRAWINGS PREPARED BY A LICENSED C) PROVIDE AUDIBLE NOTIFICATION 15 DECIBEL ABOVE AMBIENT NOISE LEVELS. SEE` - PROFESSIONAL ENGINEER IN THE EMPLOYMENT OF THIS CONTRACTOR FOR BUILDING NFPA 72. PROVIDE VISUAL NOTIFICATION PER NFPA 72 AND FLORIDA BUILDING CODE. p STAT OF DEPARTMENT REVIEW AND PERMIT. FIRE ALARM CONTRACTOR SHALL PROVIDE THIS COST IN yd BID. D) CONDUCTORS SHALL BE U.L. LISTED FPL MANUFACTURED AND INSTALLED PER H. SMOKE DETECTORS SHALL NOT BE LOCATED LESS THAN 3 —0 FROM HVAC NFPA 70. PROVIDE POWER LIMITED SYSTEM. EXPOSED CABLES IN Bryan G. "t0 ° eJo. 64601 GRILLES. (DRAW SHOW GENERAL LOCATION ONLY.) PLENUMS SHALL BE RATED FOR THE USE. aw I. FIRE ALARM SYSTEM CABLES SHALL BE #14 COPPER MINIMUM ENCLOSED IN 3/4" OR R. FIRE ALARM CONTRACTOR SHALL TEST/VERIFY EXISTING SYSTEM OPERATES PROPERLY PER E N T RAL FLORIDA LARGER EMT CONDUIT. BOXES FOR DEVICES SHALL BE 2 1/8" DEEP. NFPA 72 & 101. J. CONNECT NEW FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM. WIRE PER S. NFPA-72.1-5.1.4 SYSTEM INSTALLATION - INSTALLATION PERSONNEL SHALL BE SUPERVISED REGIONAL HOSPITAL MANUFACTURER RECOMMENDATIONS. PROVIDE NEW MODULES AND UPGRADES AS BY PERSONS WHO ARE QUALIFIED AND EXPERIENCED IN THE INSTALLATION, INSPECTION AND REQUIRED. TESTING OF FIRE ALARM SYSTEMS. EXAMPLES OF QUALIFIED PERSONNEL SHALL INCLUDE, BUT K. FINAL QUANTITY OF CHIME/STROBE/HORNS TO BE DETERMINED BY FIRE MARSHAL, INCLUDE NOT LIMITED TO, THE FOLLOWING: H.R. RENOVATION S CONTINGENCY FOR 2 ADDITIONAL CHIME/STROBE/HORNS AND 2 SMOKE DETECTORS INSTALLED (1) FACTORY TRAINED AND CERTIFIED PERSONNEL COMPLETELY IN BASE BID. (2) NATIONAL INSTITUTE OF CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET) FIRE ALARM L. FIRE ALARM STROBES SHALL BE SYNCHRONIZED. LEVEL II CERTIFIED PERSONNEL M. FIRE ALARM CONTRACTOR SHALL FIELD VERIFY EXISTING AUDIBLE AND VISUAL DEVICES AND (3) PERSONNEL LICENSED OR CERTIFIED BY STATE OR LOCAL AUTHORITY MATCH EXISTING AND MUST COMPLY WITH ADA AND NFPA-72 REQUIREMENTS. N. DUCT SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY DIV, 16, INSTALLED BY DIV. 15. PROVIDE WITH RELAY TO SHUT DOWN HVAC UNIT AIR FAN. 24V DC FED FROM FACE WITH BATTERY BACKUP. DIV. 15 SHALL COORDINATE TYPE OF DUCT SMOKE DETECTOR WITH DIV, 16 PRIOR TO ORDERING. ALL DUCT SMOKE DETECTORS SHALL BE PROVIDED WITH A REMOTE INDICATOR LOCATED IN A PUBLIC AREA. FINAL COUNT OF DUCT DETECTORS SHALL BE DETERMINED BY THE FIRE MARSHAL. PROVIDE AS REQUIRED. Hunton 0. PROVIDE AHU HARDWIRE INTERCONNECT/INTERFACE FOR FIRE ALARM AND MAINTENANCE SHUT DOWN FOR ALL EXHAUST FANS, SUPPLY FANS, AND/OR MAKE-UP AIR ASSOCIATED WITH THAT AHU. COORDINATE SHUT DOWN VIA MOTOR STARTERS, VSD'S, OR OTHER EQUIPMENT WITH DIV. 15. A R C 1-1 I T E C T S P. FIRE ALARM CONTRACTOR SHALL PERFORM AND PROVIDE IN WRITING ALL REQUIRED BATTERY CALCULATIONS AS REQUIRED BY ALL INSPECTING AGENCIES. DATE ---SUBMISSION NO. KEYED RENOVATION NOTES: O REFER TO FIRE ALARM,; NOTE V. H U= O� a ° DEMO/RENO PLAN FIRST FLOOR FIRE ALARM PROJ. NO.H-12101.00SHEET DRAWN J.E.A. E303 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huritonbrady.com License AAC001744 "i 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 € 4 .................. !E.I)i iE-............ _ _ r C OFTICE LOUNGE- - - -.- .------- --- -------- _.........__...........__....".".". _.. y DRS, OPERATIONS LOUNGE CLST 1G, SII"111{'M..�Ir _ ERL H C001N("i SUI-i.E... .:,M1 A 1 ImI" t:1::'. COMPUTER TER RMS _ IN(.,I.IMPI_tw..E 1 FSM, EJ rr. 1 "dr F -r art l 1I9. )1.1., t: t I1k1 1 3zF =1 f1 t. ¢ L"'1 .1:. t1..f ' .1. r- 11 I, t I4 E D I C P"iL h... r ( SSL C I..tRI'ISiI ERL „n I H iT d 2 K FIGIE.11 1!.........,� ,I II ERL H DEMOLITION PLAN FIRST FLOOR FIRE ALARM SCALE: 1/8" = 1' 0" GENERAL DEMOLfTION NOTES: 1• ALL DEVICES SHOWN ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. JUNCTION BOXES ABOVE A HARD CEILING SHALL BE RE -LOCATED TO ABOVE AN ACCESSIBLE CEILING OR ACCESS PANELS SHALL BE PROVIDED. ALL NEW AND EXISTING JUNCTION BOXES SHALL BE READILY ACCESSIBLE FROM CEILING ACCESS DOOR. (REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE). ACCESS PANELS SHALL BE UL LISTED FOR TYPE OF AREA WHERE INSTALLED. COORDINATE TYPE, LOCATION AND INSTALLATION WITH ARCHITECT. NR IOI) RK �. 1 1. 1A t. P11 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 RENOVATION PLAN FIRST FLOOR FIRE ALARM SCALE: 1/8" = 1' 0" 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 ; FAX 107.246.1664 —t.ppifla.comp://wwwC;eiflaco m JOB //: 12202 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 pro)ect. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. C 009nt FIRE ALARM: A. PROVIDE MODIFICATIONS/ADDITIONS TO THE EXISTING SIMPLEX FIRE ALARM SYSTEM TO Q. 69A-3 FLORIDA ADMINISTRATIVE CODE COMPLIANCE: COMPLY WITH NFPA 101, NFPA 72, FLORIDA ACCESSIBILITY CODE FOR BUILDING 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), CONSTRUCTION, AND THE CITY OF SANFORD REQUIREMENTS. THE SECONDARY POWER SUPPLY SHALL HAVE SUFFICIENT CAPACITY TO OPERATE THE FIRE B. CHIME/HORN/STROBE/SPEAKER TO MEET db AND CANDELA AS PER ADA AND NFPA-72 ALARM SYSTEM UNDER QUIESCENT LOAD (SYSTEM OPERATING IN A NONALARM CONDITION) FOR REQUIREMENTS, ACCEPT NO LESS THAN 75 CANDELA AND 82 DECIBEL, REFER TO NFPA 72 A MINIMUM OF 24 HOURS AND, AT THE END OF THAT PERIOD, SHALL BE CAPABLE OF TABLES 4.4.4.1.1., 4-4.4.1.1(a) AND 4-4.4.2.1. OPERATING ALL ALARM NOTIFICATION APPLIANCES USED FOR EVACUATION OR TO DIRECT AID TO C. PROVIDE PROPER ANNUNCIATION AND COMPARTMENT IDENTIFICATION FOR THE ALARM DEVICES THE LOCATION OF AN EMERGENCY FOR 5 MINUTES. LOCATED IN EACH SMOKE COMPARTMENT. COORDINATE PROGRAMMING AND IDENTIFICATION (a) THE SECONDARY POWER SUPPLY FOR EMERGENCY VOICE/ALARM COMMUNICATIONS SERVICE WITH HOSPITAL ELECTRONICS DEPARTMENT. SHALL BE CAPABLE OF OPERATING THE SYSTEM UNDER QUIESCENT LOAD FOR A MINIMUM OF D. VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING FIRE ALARM SYSTEM, PROVIDE 24 HOURS AND THEN SHALL BE CAPABLE OF OPERATING THE SYSTEM DURING A FIRE OR NECESSARY UPGRADES, ZONES, POWER EXPANDERS, AMPLIFIERS, ETC, OTHER EMERGENCY CONDITION FOR A PERIOD OF 15 MINUTES AT MAXIMUM CONNECTED LOAD. E. FIRE ALARM CONTRACTOR SHALL REVIEW MECHANICAL DRAWINGS FOR DUCT SMOKE (b) THE SECONDARY POWER SUPPLY CAPACITY FOR SUPERVISING STATION FACILITIES AND DETECTORS AND SMOKE DAMPER REQUIREMENTS. INCLUDE CONNECTION COST WITHIN BASE EQUIPMENT SHALL BE CAPABLE OF SUPPORTING OPERATIONS FOR A MINIMUM OF 24 HOURS. BID. 4,4.1.5.3.2 THE SECONDARY POWER SUPPLY CAPACITY REQUIRED SHALL INCLUDE ALL POWER SEAL F. ELECTRICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF A FACILITY APPROVED FIRE SUPPLY LOADS THAT ARE NOT AUTOMATICALLY DISCONNECTED UPON THE TRANSFER TO ,gig, G_SPA/V ALARM CONTRACTOR FOR DESIGN, INSTALLATION AND PERMITTING OF THE FIRE SECONDARY POWER SUPPLY. °'�°.. .... ALARM WORK. INCLUDE COST WITHIN BASE BID. CONSULT FACILITY "APPROVED VENDOR LIST") PRIOR TO BID, B SHOW REQUIRED INTER—TIES TO ALL EXISTING FIRE ALARM SYSTEM COMPONENTS REQUIRED TO MAKE SYSTEMS OPERATE AS ONE PER NFPA. .�• �� ° �• Q� °e � =_ G. PROVIDE SIGNED AND SEALED FIRE ALARM SHOP DRAWINGS PREPARED BY A LICENSED C) PROVIDE AUDIBLE NOTIFICATION 15 DECIBEL ABOVE AMBIENT NOISE LEVELS. SEE` - PROFESSIONAL ENGINEER IN THE EMPLOYMENT OF THIS CONTRACTOR FOR BUILDING NFPA 72. PROVIDE VISUAL NOTIFICATION PER NFPA 72 AND FLORIDA BUILDING CODE. p STAT OF DEPARTMENT REVIEW AND PERMIT. FIRE ALARM CONTRACTOR SHALL PROVIDE THIS COST IN yd BID. D) CONDUCTORS SHALL BE U.L. LISTED FPL MANUFACTURED AND INSTALLED PER H. SMOKE DETECTORS SHALL NOT BE LOCATED LESS THAN 3 —0 FROM HVAC NFPA 70. PROVIDE POWER LIMITED SYSTEM. EXPOSED CABLES IN Bryan G. "t0 ° eJo. 64601 GRILLES. (DRAW SHOW GENERAL LOCATION ONLY.) PLENUMS SHALL BE RATED FOR THE USE. aw I. FIRE ALARM SYSTEM CABLES SHALL BE #14 COPPER MINIMUM ENCLOSED IN 3/4" OR R. FIRE ALARM CONTRACTOR SHALL TEST/VERIFY EXISTING SYSTEM OPERATES PROPERLY PER E N T RAL FLORIDA LARGER EMT CONDUIT. BOXES FOR DEVICES SHALL BE 2 1/8" DEEP. NFPA 72 & 101. J. CONNECT NEW FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM. WIRE PER S. NFPA-72.1-5.1.4 SYSTEM INSTALLATION - INSTALLATION PERSONNEL SHALL BE SUPERVISED REGIONAL HOSPITAL MANUFACTURER RECOMMENDATIONS. PROVIDE NEW MODULES AND UPGRADES AS BY PERSONS WHO ARE QUALIFIED AND EXPERIENCED IN THE INSTALLATION, INSPECTION AND REQUIRED. TESTING OF FIRE ALARM SYSTEMS. EXAMPLES OF QUALIFIED PERSONNEL SHALL INCLUDE, BUT K. FINAL QUANTITY OF CHIME/STROBE/HORNS TO BE DETERMINED BY FIRE MARSHAL, INCLUDE NOT LIMITED TO, THE FOLLOWING: H.R. RENOVATION S CONTINGENCY FOR 2 ADDITIONAL CHIME/STROBE/HORNS AND 2 SMOKE DETECTORS INSTALLED (1) FACTORY TRAINED AND CERTIFIED PERSONNEL COMPLETELY IN BASE BID. (2) NATIONAL INSTITUTE OF CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET) FIRE ALARM L. FIRE ALARM STROBES SHALL BE SYNCHRONIZED. LEVEL II CERTIFIED PERSONNEL M. FIRE ALARM CONTRACTOR SHALL FIELD VERIFY EXISTING AUDIBLE AND VISUAL DEVICES AND (3) PERSONNEL LICENSED OR CERTIFIED BY STATE OR LOCAL AUTHORITY MATCH EXISTING AND MUST COMPLY WITH ADA AND NFPA-72 REQUIREMENTS. N. DUCT SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY DIV, 16, INSTALLED BY DIV. 15. PROVIDE WITH RELAY TO SHUT DOWN HVAC UNIT AIR FAN. 24V DC FED FROM FACE WITH BATTERY BACKUP. DIV. 15 SHALL COORDINATE TYPE OF DUCT SMOKE DETECTOR WITH DIV, 16 PRIOR TO ORDERING. ALL DUCT SMOKE DETECTORS SHALL BE PROVIDED WITH A REMOTE INDICATOR LOCATED IN A PUBLIC AREA. FINAL COUNT OF DUCT DETECTORS SHALL BE DETERMINED BY THE FIRE MARSHAL. PROVIDE AS REQUIRED. Hunton 0. PROVIDE AHU HARDWIRE INTERCONNECT/INTERFACE FOR FIRE ALARM AND MAINTENANCE SHUT DOWN FOR ALL EXHAUST FANS, SUPPLY FANS, AND/OR MAKE-UP AIR ASSOCIATED WITH THAT AHU. COORDINATE SHUT DOWN VIA MOTOR STARTERS, VSD'S, OR OTHER EQUIPMENT WITH DIV. 15. A R C 1-1 I T E C T S P. FIRE ALARM CONTRACTOR SHALL PERFORM AND PROVIDE IN WRITING ALL REQUIRED BATTERY CALCULATIONS AS REQUIRED BY ALL INSPECTING AGENCIES. DATE ---SUBMISSION NO. KEYED RENOVATION NOTES: O REFER TO FIRE ALARM,; NOTE V. H U= O� a ° DEMO/RENO PLAN FIRST FLOOR FIRE ALARM PROJ. NO.H-12101.00SHEET DRAWN J.E.A. E303 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huritonbrady.com License AAC001744 R ■ P ■ O ■ N ■ m ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 2u Copyright HuntonBra¢tychitects P.A. All Rights Reserved. 800 N, Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 1R 1a m On R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A e 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 R P ■ O Ai ■ N i I I M ■ x� L i. ■ K i ■ i J ■ H ■ G I e I f F } I ■ E ■ D I I el�h i C� G. ■ a �r ■ A I i ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrad chitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 407 839-0886 407 839-1709/Fax www.huntonbrad com License AAC0U1744 Y' g 9 I ) � ) Y• R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A 2 ■ 3 EMERGENCY GENERATOR #1 565KW/706.3KVA 1000A F(* J IL �_ ES 4 9 2 JA 2 0 0 5 0 0 0 0 A A A A 1� PUMP F- L_- I L-- -----I �-----------------NMSB - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ------I ------------ 1 �-----------------� NMSB r--------------------------� I �-� I Lj I I I F1CONTINUATION iATS-EC I F1 - TF1ATS-EA iATS-EQE - TATS -EQ N 1 E 400A I N\ E 1100A i N\ E 400A N E 400A FROM SHEET L iJ I LJ E601 I CRITICAL I LIFE I I EQUIP EQUIP (BRANCH I ISAFETY I (BRANCH (BRANCH II BRANCH1 1 L --------------------------------------------------------I �------------------- t'NMSB t'---------------------------�---J i 1 L------------------------------------------------- i-----------------NMSB c' ---------------------------------------J 1 ------ 1 L---------- ------ I 1 I - - - - ( EQE 1 EQ EC (-----( (----- (- ^__ _ 1 (EQUIP. BRANCH) OL I _ I _EA I F- F -T- -I I /- �I f �l I- - - -I I r ,BRKR30 I I _ -} _EA1 _ 2EA _ 3EA I I I - - - - 1 2 2 1 I I I I I L J I I I I- I -1 I- -1 I- -1 1 2 1 7 2 9 6 6 9 9 3 7 L. J 125A} I I I I I I I I 1 5 2 0 5 0 5 0 o 0 0 0 5 0 I 11 ( A A A A A A A A 1 I I I 1 1 J I I I I I 1 I I I I I A A A A A I I I 1 I I 1�OA T 1 I I 1 I I I I I I I I L -I --I -� -�--1--1--� -I- -J __L___J L_ �500n J I I I I I I I ( I L�--� ------------J I I I I 1 -- L ---J L ---J L___J `--� -------�--- -I ,1 ,l LI J �- - - - - - - - -I tYA�15KJ 200ArNF1-I , )OA rNFIJ XEL I 1 \ A 05KVA 1- Ij I ��Y =r�r =, LIJ LIJ I o p .L f--� I, -Y --Y-, LJ 1 ►------I LL--- E E I B 0 S ----JL-, - I- -I -I V V I E M rN�� 0 L ----I i 0 I I I I /- -� I 1 3 4 M E 2 F-- Z� I A I I 1 LIJ100A �- ----I - I/ -ffl1 _ 11E B _ 1 _IEC i i I C I I I I I I 50A } 11 45AL J I 175KVA 145KVA _____ J C 100A LNFJ 1 100ArN-J L 15KVA I L- I- J I 30KVA 1 125A) l i l 100A) I I 50A) 1 ,-Y- —Y-�\ ^r� T `r^, 1 A 45KVA \ A A —A_/ I I 1 A A J LIJ \ A --A / I I =____= i III I I I 1 1150A 30 I E ------ I \ AY145KVA /�Y�Y�Y�I I I y—Y�I�Y-' I 1 1 1 1 1 I I I I f -IBRKR. I R !`Y�Y�Y�t 1 �w IL- I L I _J 1 L_ _J L__ I _J �-I LJ I p 1 ! Y r Y t 45KVA F I -- L------ \ A A / 100A I I 1 _ _ _ _ I EQ1 U _ _KEQ I !YY -- Y -\ L J rNFIJ I IECC r - - -� 2ECD I (ECD r - - ��I P I- 1 2EC _ 2ECA ^ ^�^ ^ -I CEC L J L _ I � 1 40A) 50A) 40A) 1 1 125A ) I- j - - - I I- r _ -I I F -1 II � - -1 I- - -1 1- - - -1 1 1125A I I I I I I I t_A-A 45KVA 1 200A' I I I I I I I r r ) 1 { NET RIGHT I I I I OOn�IJ-]-u-��r50A"--j 1 1 1 F - ---T-----1 I I I r-----� I jiOA �I 1 1 11 1 L ---J i 2 __ L -,--J I L ----J LL--- . 1 I 150 rA1 � 1 soA`-I----� I-� � I-�--� I------------ �A----------- I T I 1 �I_ I I 50A) I I 90A) I l-TTl1TT-1 I LI150A 3� �30KVA 115KVA I� I 1 I K6OA I t_A_--_A_J j-- 1 I i i i { i ,1., It ,L ,L ,L ,L ,L � � 2EC L1 JBRKR. r-Y^�-IF I r`Y"�_Y`\ 100ALN J rlj L JJ I L__ _ J 1 1 1 I I 1 1 2 3 4 5 6 X I 1 I15KVA 1 EQ2 I EQL 100AI�NFIJ L_J I L___J L___J I I I \ A A —A_) �.__I F_ I o 145KVA \ A 130KVA ,LIJ _ NEC1 I ECOB I I I !^Y^I^Y^\ Z"'=.= 130KVA r. J' -1 r- - - - -1 1 1 ( - I ML 1 90A) I I 50A) I t o A l I I r 1 = �Y�, I I I soAty T I- 3EC f 1 3ECA I- 3EC6 r• -- 1 3ECC I I I I I 1 I L- I _, J I I- _ 90AL� I -I -I J I I ( I I I 1 1 1 1 I 1III I J 1 I 1 I125A) I I I I I90A } I I I I I L___J L___ -J I 1 I 1 1 1 I I _2ECB = 2ECC L--- J 1 �50A�1-� I I I �50A�IJ I I I- _1 1 I- _ L' -_J L --_J L-' ---J L___J I90A) III 111 1 5OA"-� I 1 EXISTING PARTIAL RISER DIAGRAM SERVICE #1 EMERGENCY POWER SCALE: NONE SHOWN FOR REFERENCE ONLY 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.240.1688; FAX 407,246.1664 http://www.peiflo.com E—Mail to: pei®peifla.com JOB #: 12202 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, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. Qpyri-ght SEAL 9��11 I I I11111j'? aa o" .� o -aSr TA ti,lF o° X z J% W Bryan G�®',gt?f,o , No. 64601 1,7,111111131''1) a CENTRAL FLORIDA REGIONAL HOSPITAL H.R. RENOVATIONS untonl': F4.r* PROJ. NOA-1 Z101.00SHEET DRAWN J.E.A. E602 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 + ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 EMERGENCY GENERATOR #1 565KW/706.3KVA 1000A F(* J IL �_ ES 4 9 2 JA 2 0 0 5 0 0 0 0 A A A A 1� PUMP F- L_- I L-- -----I �-----------------NMSB - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ------I ------------ 1 �-----------------� NMSB r--------------------------� I �-� I Lj I I I F1CONTINUATION iATS-EC I F1 - TF1ATS-EA iATS-EQE - TATS -EQ N 1 E 400A I N\ E 1100A i N\ E 400A N E 400A FROM SHEET L iJ I LJ E601 I CRITICAL I LIFE I I EQUIP EQUIP (BRANCH I ISAFETY I (BRANCH (BRANCH II BRANCH1 1 L --------------------------------------------------------I �------------------- t'NMSB t'---------------------------�---J i 1 L------------------------------------------------- i-----------------NMSB c' ---------------------------------------J 1 ------ 1 L---------- ------ I 1 I - - - - ( EQE 1 EQ EC (-----( (----- (- ^__ _ 1 (EQUIP. BRANCH) OL I _ I _EA I F- F -T- -I I /- �I f �l I- - - -I I r ,BRKR30 I I _ -} _EA1 _ 2EA _ 3EA I I I - - - - 1 2 2 1 I I I I I L J I I I I- I -1 I- -1 I- -1 1 2 1 7 2 9 6 6 9 9 3 7 L. J 125A} I I I I I I I I 1 5 2 0 5 0 5 0 o 0 0 0 5 0 I 11 ( A A A A A A A A 1 I I I 1 1 J I I I I I 1 I I I I I A A A A A I I I 1 I I 1�OA T 1 I I 1 I I I I I I I I L -I --I -� -�--1--1--� -I- -J __L___J L_ �500n J I I I I I I I ( I L�--� ------------J I I I I 1 -- L ---J L ---J L___J `--� -------�--- -I ,1 ,l LI J �- - - - - - - - -I tYA�15KJ 200ArNF1-I , )OA rNFIJ XEL I 1 \ A 05KVA 1- Ij I ��Y =r�r =, LIJ LIJ I o p .L f--� I, -Y --Y-, LJ 1 ►------I LL--- E E I B 0 S ----JL-, - I- -I -I V V I E M rN�� 0 L ----I i 0 I I I I /- -� I 1 3 4 M E 2 F-- Z� I A I I 1 LIJ100A �- ----I - I/ -ffl1 _ 11E B _ 1 _IEC i i I C I I I I I I 50A } 11 45AL J I 175KVA 145KVA _____ J C 100A LNFJ 1 100ArN-J L 15KVA I L- I- J I 30KVA 1 125A) l i l 100A) I I 50A) 1 ,-Y- —Y-�\ ^r� T `r^, 1 A 45KVA \ A A —A_/ I I 1 A A J LIJ \ A --A / I I =____= i III I I I 1 1150A 30 I E ------ I \ AY145KVA /�Y�Y�Y�I I I y—Y�I�Y-' I 1 1 1 1 1 I I I I f -IBRKR. I R !`Y�Y�Y�t 1 �w IL- I L I _J 1 L_ _J L__ I _J �-I LJ I p 1 ! Y r Y t 45KVA F I -- L------ \ A A / 100A I I 1 _ _ _ _ I EQ1 U _ _KEQ I !YY -- Y -\ L J rNFIJ I IECC r - - -� 2ECD I (ECD r - - ��I P I- 1 2EC _ 2ECA ^ ^�^ ^ -I CEC L J L _ I � 1 40A) 50A) 40A) 1 1 125A ) I- j - - - I I- r _ -I I F -1 II � - -1 I- - -1 1- - - -1 1 1125A I I I I I I I t_A-A 45KVA 1 200A' I I I I I I I r r ) 1 { NET RIGHT I I I I OOn�IJ-]-u-��r50A"--j 1 1 1 F - ---T-----1 I I I r-----� I jiOA �I 1 1 11 1 L ---J i 2 __ L -,--J I L ----J LL--- . 1 I 150 rA1 � 1 soA`-I----� I-� � I-�--� I------------ �A----------- I T I 1 �I_ I I 50A) I I 90A) I l-TTl1TT-1 I LI150A 3� �30KVA 115KVA I� I 1 I K6OA I t_A_--_A_J j-- 1 I i i i { i ,1., It ,L ,L ,L ,L ,L � � 2EC L1 JBRKR. r-Y^�-IF I r`Y"�_Y`\ 100ALN J rlj L JJ I L__ _ J 1 1 1 I I 1 1 2 3 4 5 6 X I 1 I15KVA 1 EQ2 I EQL 100AI�NFIJ L_J I L___J L___J I I I \ A A —A_) �.__I F_ I o 145KVA \ A 130KVA ,LIJ _ NEC1 I ECOB I I I !^Y^I^Y^\ Z"'=.= 130KVA r. J' -1 r- - - - -1 1 1 ( - I ML 1 90A) I I 50A) I t o A l I I r 1 = �Y�, I I I soAty T I- 3EC f 1 3ECA I- 3EC6 r• -- 1 3ECC I I I I I 1 I L- I _, J I I- _ 90AL� I -I -I J I I ( I I I 1 1 1 1 I 1III I J 1 I 1 I125A) I I I I I90A } I I I I I L___J L___ -J I 1 I 1 1 1 I I _2ECB = 2ECC L--- J 1 �50A�1-� I I I �50A�IJ I I I- _1 1 I- _ L' -_J L --_J L-' ---J L___J I90A) III 111 1 5OA"-� I 1 EXISTING PARTIAL RISER DIAGRAM SERVICE #1 EMERGENCY POWER SCALE: NONE SHOWN FOR REFERENCE ONLY 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.240.1688; FAX 407,246.1664 http://www.peiflo.com E—Mail to: pei®peifla.com JOB #: 12202 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, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. Qpyri-ght SEAL 9��11 I I I11111j'? aa o" .� o -aSr TA ti,lF o° X z J% W Bryan G�®',gt?f,o , No. 64601 1,7,111111131''1) a CENTRAL FLORIDA REGIONAL HOSPITAL H.R. RENOVATIONS untonl': F4.r* PROJ. NOA-1 Z101.00SHEET DRAWN J.E.A. E602 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBradychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 I 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 Q R ■ P ■ O ■ N ■ M ■ L ■ K J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A L 20 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 2U Copyright HuntonBradychitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744