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HomeMy WebLinkAbout7050 Gall Blvd (133)C Ci Mi Q - <J �y 0 VICINITY MAP © OpenStreetMap contributors HOSPITAL ZEPHYRHILLS im Al ]:loci mu"llaL Ak 04.15.16 05.10.16 08.04.16 CONSTRUCTION DOCUMENTS ADDENDUM NO. 1 1 CCD NO. 1 2 ARCHITECT HUNTONBRADY ARCHITECTS, P.A. 800 North Magnolia Avenue, Suite 600 Orlando, Florida 32803 407.839.0886 License AAC001744 STUCTURAL ENGINEER BBM STRUCTURAL ENGINEERS 1912 Boothe Circle, Suite 100 Longwood, FL 32750 407.645.3423 MEP /FIRE PROTECTION ENGINEER TLC ENGINEERING FOR ARCHITECTURE 255 South Orange Avenue, Suite 1600 Orlando, Florida 32801 407.841.9050 CONSTRUCTION MANAGER BRASFIELD & GORRIE 941 West Morse Blvd., Suite 200 Winter Park, FL 32789 407.562.4500 H-15027.00 U- 0 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 ■ 3 ■ 4 ■ 5 m 6 m 7 m 8 m u 0 10 m I I m 12 m 13 0 14 m 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ b P ■ 0 ■ N ■ ■ L ■ K ■ ■ ■ ;V ■ ■ D ■ ■ B '3 N U A ,pqp 1 DRAWING INDEX Z O jZ UWW ZUpZ� O0QUO0 O z o d po o DRAWING INDEX Z O �Z � WZ U r z Z oZpZU Qo o Uo DRAWING INDEX Z O =Z WZ 00 O z = p �o Qa •- U Uoo GENERAL E703 ENLARGED CEP PLAN ■ G000 COVER SHEET ■ ■ ■ FIRE PROTECTION E800 PANEL SCHEDULE MAIN DISTRIBUTION ■ G011 SHEET INDEX ■ ■ ■ FP001 GENERAL FIRE PROTECTION INFORMATION ■ E801 PANEL SCHEDULE NORMAL BRANCH ■ ■ G101 PROJECT DATA ■ ■ FP111 FIRE PROTECTION DEMOLITION PLAN — LEVEL 1 - PHASE 1 ■ E802 PANEL SCHEDULE NORMAL BRANCH ■ ■ G110 LIFE SAFETY PLAN -1ST LEVEL ■ ■ FP112 FIRE PROTECTION DEMOLITION PLAN — LEVEL 1 - PHASE 2 ■ E803 PANEL SCHEDULES NORMAL BRANCH ■ G120 LIFE SAFETY PLAN — 2ND LEVEL ■ ■ FP121 FIRE PROTECTION DEMOLITION PLAN — LEVEL 2 — AREA 1 ■ E804 PANEL SCHEDULE CRITICAL BRANCH ■ ■ ■ G201 FGI GUIDELINES INFORMATION ■ ■ FP122 FIRE PROTECTION DEMOLITION PLAN — LEVEL 2 - AREA 2 ■ E805 PANEL SCHEDULE CRITICAL BRANCH ■ FP211 FIRE PROTECTION PLAN - LEVEL 1 - PHASE 1 ■ ■ ■ E806 PANEL SCHEDULE LIFE SAFETY BRANCH ■ ■ STRUCTURAL FP212 FIRE PROTECTION PLAN — LEVEL 1 — PHASE 2 ■ ■ ■ E807 PANEL SCHEDULE EQUIPMENT BRANCH ■ ■ S001 STRUCTURAL GENERAL NOTES ■ FP221 FIRE PROTECTION PLAN - LEVEL 2 - AREA 1 ■ ■ E808 PANEL SCHEDULE EQUIPMENT BRANCH ■ S002 STRUCTURAL GENERAL NOTES, SYMBOL LEGEND AND ABBREVIATIONS ■ FP222 FIRE PROTECTION PLAN - LEVEL 2 - AREA 2 ■ ■ FP301 FIRE PROTECTION RISER DIAGRAM ■ TECHNOLOGY S111 FOUNDATION PLAN -1ST LEVEL - PHASE 1 ■ ■ ■ T001 GENERAL INFO, LEGENDS & SHEET INDEX — TECHNOLOGY ■ S121 FLOOR FRAMING PLAN - 2ND LEVEL - AREA 1 — PHASE 1 ■ ■ PLUMBING T010 OVERALL PHASING PLAN 1ST LEVEL ■ S131 ROOF FRAMING PLAN - 3RD LEVEL — AREA 1 ■ ■ P001 GENERAL INFO, LEGENDS & SHEET INDEX — PLUMBING ■ ■ T020 OVERALL PHASING PLAN 2ND LEVEL ■ S201 STEEL SECTIONS AND DETAILS ■ ■ ■ P111 GRAVITY DEMOLITION PLAN — LEVEL 1 - PHASE 1 ■ ■ T111 TECHNOLOGY DEMOLITION PLAN — LEVEL 1 - PHASE 1 ■ P112 GRAVITY DEMOLITION PLAN — LEVEL 1 — PHASE 2 ■ ■ T112 TECHNOLOGY DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ ■ DEMOLITION P113 PRESSURE DEMOLITION PLAN - LEVEL 1 — PHASE 1 ■ T121 TECHNOLOGY DEMOLITION PLAN — LEVEL 2 - AREA 1 ■ D001 DEMOLITION NOTES AND TEMPORARY PARTITION DETAILS ■ ■ ■ P114 PRESSURE DEMOLITION PLAN - LEVEL 1 — PHASE 2 ■ T122 TECHNOLOGY DEMOLITION PLAN — LEVEL 2 - AREA 2 ■ D011 CONSTRUCTION PHASING PLAN —1ST LEVEL ■ ■ P115 MEDICAL GAS DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ T211 TECHNOLOGY PLAN — LEVEL 1 — PHASE 1 ■ ■ D111 DEMOLITION PLAN —1ST LEVEL — PHASE 1 ■ ■ ■ 1 P116 MEDICAL GAS DEMOLITION PLAN - LEVEL 1 — PHASE 2 ■ T212 TECHNOLOGY PLAN — LEVEL 1 - PHASE 2 ■ ■ ■ D111L INTERIM LIFE SAFETY PLAN —1ST LEVEL - PHASE 1 ■ ■ P121 PLUMBING DEMOLITION PLAN - LEVEL 2 - AREA 1 ■ T221 TECHNOLOGY PLAN — LEVEL 2 — AREA 1 ■ D112 DEMOLITION PLAN —1 ST LEVEL - PHASE 2 ■ ■ ■ P122 GRAVITY DEMOLITION PLAN — LEVEL 2 - AREA 2 ■ T222 TECHNOLOGY PLAN — LEVEL 2 — AREA 2 ■ D121 DEMOLITION PLAN — 2ND LEVEL — AREA 1 ■ ■ ■ P123 PRESSURE DEMOLITION PLAN — LEVEL 2 — AREA 2 ■ T301 TECHNOLOGY - ENLARGED PLANS ■ ■ D122 DEMOLITION PLAN — 2ND LEVEL - AREA 2 ■ ■ ■ P124 MEDICAL GAS DEMOLITION PLAN — LEVEL 2 - PHASE 2 ■ T401 TECHNOLOGY — DETAILS ■ D411 DEMOLITION CEILING PLAN -1ST LEVEL — PHASE 1 ■ ■ ■ P211 GRAVITY PLAN — LEVEL 1 — PHASE 1 ■ ■ ■ T402 TECHNOLOGY— DETAILS ■ D412 DEMOLITION CEILING PLAN -1ST LEVEL — PHASE 2 ■ ■ ■ P212 GRAVITY PLAN - LEVEL 1 - PHASE 2 ■ ■ ■ P221 GRAVITY PLAN - LEVEL 2 - AREA 2 ■ ■ ■ ARCHITECTURAL P311 PRESSURE PLAN — LEVEL 1 — PHASE 1 ■ ■ ■ A001 MASTER KEYNOTES — NOTES AND SYMBOL LEGEND ■ P312 PRESSURE PLAN — LEVEL 1 — PHASE 2 ■ ■ ■ A002 WEATHERPROOFING NOTES ■ ■ P321 PRESSURE PLAN — LEVEL 2 — AREA 2 ■ ■ ■ A011 DOOR AND FRAME LEGEND AND IGO ■ ■ P411 MEDICAL GAS PLAN - LEVEL 1 - PHASE 1 ■ ■ A012 DOOR SCHEDULES ■ ■ ■ P412 MEDICAL GAS PLAN - LEVEL 1 - PHASE 2 ■ ■ A021 DOOR AND GLAZING DETAILS ■ P421 MEDICAL GAS PLAN — LEVEL 2 - AREA 1 ■ A041 INTERIOR PARTITION TYPES ■ P422 MEDICAL GAS PLAN — LEVEL 2 — AREA 2 ■ A051 RATED PENETRATION DETAILS ■ P501 PLUMBING DETAILS ■ A052 UL RATED ASSEMBLIES - WALL AND PARTITION ■ ■ P502 PLUMBING DETAILS ■ A053 UL RATED ASSEMBLIES — WALL AND PARTITION ■ ■ P601 PLUMBING RISER DIAGRAMS — GRAVITY ■ ■ ■ A054 UL RATED ASSEMBLIES - WALL AND PARTITION ■ ■ P602 PLUMBING RISER DIAGRAMS — GRAVITY ■ ■ ■ A065 UL RATED ASSEMBLIES - CONCRETE AND STEEL JOISTS ■ ■ P603 PLUMBING RISER DIAGRAMS - GRAVITY ■ ■ ■ A061 TYPICAL MOUNTING HEIGHTS ■ P604 PLUMBING RISER DIAGRAMS - PRESSURE ■ ■ ■ A071 WALL PROTECTION AND CORNER GUARD DETAILS ■ P605 PLUMBING RISER DIAGRAMS — PRESSURE ■ ■ ■ A110 FLOOR PLAN -1ST LEVEL — OVERALL ■ ■ P606 PLUMBING RISER DIAGRAMS - PRESSURE ■ ■ ■ A111 FLOOR PLAN —1ST LEVEL -PHASE 1 ■ ■ ■ P607 PLUMBING RISER DIAGRAMS — MEDICAL GAS ■ A1111) DIMENSION PLAN -1ST LEVEL - PHASE 1 ■ ■ ■ P608 PLUMBING RISER DIAGRAMS - MEDICAL GAS ■ A112 FLOOR PLAN —1ST LEVEL —PHASE 2 ■ ■ ■ A112D DIMENSION PLAN -1ST LEVEL - PHASE 2 ■ ■ ■ MECHANICAL A120 FLOOR PLAN — 2ND LEVEL — OVERALL ■ ■ M001 GENERAL MECHANICAL INFORMATION ■ A121 FLOOR PLAN — 2ND LEVEL — AREA 1 ■ ■ M111 DEMOLITION PLAN — LEVEL 1 - PHASE 1 ■ ■ A121 D DIMENSION PLAN — 2ND LEVEL - AREA 1 ■ ■ M112 DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ ■ ■ A122 FLOOR PLAN - 2ND LEVEL - AREA 2 ■ ■ M121 DEMOLITION PLAN — LEVEL 2 — AREA 1 ■ A122D DIMENSION PLAN - 2ND LEVEL - AREA 2 ■ ■ M122 DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ ■ A130 FLOOR PLAN — 3RD LEVEL - OVERALL ■ ■ M131 DEMOLITION PLAN — LEVEL 3 — AREA 1 ■ A131 FLOOR PLAN - 3RD LEVEL — AREA 1 ■ ■ M132 DEMOLITION PLAN — LEVEL 3 — AREA 2 ■ ■ A201 EXTERIOR ELEVATION ■ ■ M211 DUCTWORK PLAN - LEVEL 1 - PHASE 1 ■ ■ ■ A231 EXTERIOR WALL SECTIONS ■ ■ ■ M212 DUCTWORK PLAN - LEVEL 1 - PHASE 2 ■ ■ ■ A241 EXTERIOR SECTION DETAILS ■ ■ M221 DUCTWORK PLAN - LEVEL 2 - AREA 1 ■ A242 EXTERIOR SECTION DETAILS ■ ■ M222 DUCTWORK PLAN — LEVEL 2 — AREA 2 ■ ■ ■ A243 EXTERIOR SECTION DETAILS ■ ■ M231 DUCTWORK PLAN — LEVEL 3 - AREA 1 ■ ■ ■ A244 EXTERIOR SECTION DETAILS ■ M232 DUCTWORK PLAN — LEVEL 3 — AREA 2 ■ ■ A251 EXTERIOR PLAN DETAILS AND EXTERIOR GLAZED OPENINGS ■ ■ ■ M311 PIPING PLAN — LEVEL 1 - PHASE 1 ■ ■ A311 ENLARGED ELEVATOR PLANS AND SECTIONS ■ ■ M312 PIPING PLAN — LEVEL 1 - PHASE 2 ■ ■ A411 REFLECTED CEILING PLAN —1ST LEVEL — PHASE 1 ■ ■ ■ M322 PIPING PLAN - LEVEL 2 -AREA 2 ■ ■ ■ SEAL � I�1�$����� �� a . F My . 5 N-A (6n .N°sa M � �'��• E � V �� A412 REFLECTED CEILING PLAN -1ST LEVEL - PHASE 2 ■ ■ ■ M501 MECHANICAL SCHEDULES ■ ■ ■ A421 REFLECTED CEILING PLAN - 2ND LEVEL — AREA 1 ■ ■ M601 MECHANICAL DETAILS ■ A422 REFLECTED CEILING PLAN — 2ND LEVEL -AREA 2 ■ ■ ■ M602 MECHANICAL DETAILS ■ A611 ENLARGED PLANS AND ELEVATIONS - WAITING AREA ■ ■ ■ M603 MECHANICAL DETAILS ■ A512 ENLARGED PLANS AND ELEVATIONS - EXAM ROOMS PHASE 1 ■ ■ M701 MECHANICAL CONTROLS ■ ■ A513 ENLARGED PLANS AND ELEVATIONS - TRIAGE, WORK AREA & REGISTRATION ■ ■ ELECTRICAL A514 ENLARGED PLANS AND ELEVATIONS - FAST TRACK & EXAM.a ROOM PHASE 2 ■ E001 GENERAL ELECTRICAL INFORMATION ■ ■ E002 ELECTRICAL ONE -LINE DIAGRAM ■ ■ ■ A515 ENLARGED PLANS AND ELEVATIONS —SECURE HOLD AND RESULTS WAITING ■ ■ ■ E003 ELECTRICAL ONE —LINE DIAGRAM ■ E010 OVERALL PHASING PLAN — LEVEL 1 ■ ■ RoRiDA HospiTAL fi y Z�e h chills C ED EXPANSION & ORTHO RENOVATION A516 ENLARGED PLANS AND ELEVATIONS - NURSE STATION ■ ■ ■ E020 OVERALL PHASING PLAN - LEVEL 2 ■ A517 ENLARGED PLANS AND ELEVATIONS —MAIN NURSE STATION — ADD ALTERNATE ■ ■ E110 OVERALL ELECTRICAL PLAN — LEVEL 1 ■ A521 ENLARGED PLANS AND ELEVATIONS — 2ND LEVEL RECEPTION AND NURSE STATION E111 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ E112 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 2 m A522 ENLARGED PLANS AND ELEVATIONS — PATIENT ROOMS ■ ■ E120 OVERALL ELECTRICAL PLAN — LEVEL 2 ■ ■ A523 ENLARGED PLANS AND ELEVATIONS - PATIENT ROOMS ■ ■ E121 ELECTRICAL DEMOLITION PLAN - LEVEL 2 -AREA 1 ■ A601 INTERIOR ELEVATIONS — TOILETS —1ST LEVEL ■ ■ E122 ELECTRICAL DEMOLITION PLAN - LEVEL 2 — AREA 2 ■ Hunton A R C H I T E C T S A602 ENLARGED PLANS & INTERIOR ELEVATIONS — TOILETS - 2ND LEVEL ■ ■ E211 POWER PLAN — LEVEL 1 - PHASE 1 ■ ■ ■ E212 POWER PLAN - LEVEL 1 - PHASE 2 ■ ■ ■ A651 INTERIOR SECTION DETAILS ■ ■ ■ E221 POWER PLAN - LEVEL 2 - AREA 1 ■ A661 INTERIOR PLAN DETAILS ■ E222 POWER PLAN — LEVEL 2 - AREA 2 ■ ■ A671 TYPICAL MILLWORK DETAILS ■ ■ E231 ELECTRICAL PLAN - LEVEL 3 — AREA 1 ■ ■ A672 TYPICAL MILLWORK DETAILS ■ ■ E232 ELECTRICAL PLAN - LEVEL 3 - AREA 2 ■ A711 EQUIPMENT PLAN —1ST LEVEL — PHASE 1 ■ ■ ■ E311 LIGHTING PLAN — LEVEL 1 - PHASE 1 ■ ■ ■ A712 EQUIPMENT PLAN —1ST LEVEL - PHASE 2 ■ ■ ■ E312 LIGHTING PLAN — LEVEL 1 - PHASE 2 ■ ■ ■ A721 EQUIPMENT PLAN - 2ND LEVEL — AREA 1 ■ ■ E321 LIGHTING PLAN - LEVEL 2 -AREA 1 ■ ■ A722 EQUIPMENT PLAN - 2ND LEVEL - AREA 2 ■ ■ ■ E322 LIGHTING PLAN — LEVEL 2 - AREA 2 ■ ■ A801 FINISH LEGEND ■ ■ E411 FIRE ALARM PLAN — LEVEL 1 - PHASE 1 ■ ■ ■ DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 08,04,16 CCD NO. 1 2 A811 FINISH PLAN —1ST LEVEL — PHASE 1 ■ ■ ■ E412 FIRE ALARM PLAN - LEVEL 1 - PHASE 2 ■ ■ ■ A812 FINISH PLAN -1 ST LEVEL - PHASE 2 ■ ■ ■ E421 FIRE ALARM PLAN - LEVEL 2 — AREA 1 ■ A813 ENLARGED FINISH PLANS —1ST LEVEL — PHASE 1 AND PHASE 2 ■ ■ 1 1 E422 FIRE ALARM PLAN - LEVEL 2 - AREA 2 ■ A821 FINISH PLAN - 2ND LEVEL — AREA 1 ■ ■ E511 NURSE CALL PLAN - LEVEL 1 — PHASE 1 ■ ■ A822 FINISH PLAN - 2ND LEVEL — AREA 2 ■ ■ E512 NURSE CALL PLAN — LEVEL 1 — PHASE 2 ■ ■ ■ A911 FLOOR PATTERN PLAN —1ST LEVEL — PHASE 1 ■ ■ ■ E522 NURSE CALL PLAN - LEVEL 2 — AREA 2 ■ A912 FLOOR PATTERN PLAN -1ST LEVEL - PHASE 2 ■ ■ ■ E601 ELECTRICAL DETAILS ■ ■ A921 FLOOR PATTERN PLAN - 2ND LEVEL — AREA 1 ■ ■ E602 ELECTRICAL RISERS ■ A922 FLOOR PATTERN PLAN — 2ND LEVEL — AREA 2 ■ ■ E701 ENLARGED TYPICAL ROOMS ■ ■ ■ E702 ENLARGED COMMUNICATION & ELECTRICAL ROOMS ■ ■ ■ SHEET INDEX PROJ. NO. H-15021.00 SHEET DRAWN Author GO 11 Copyright HuntonBrady Architects P.A. All Rights Reserved. 8( ■ 2 ■ 3 IN 4 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ R ■ P IN O N M ■ ■ ~' z OCCUPANT EXIT CAPACITY VERTICAL EXIT WIDTHS HORIZONTAL WIDTHS w - ry Q n VERTICAL TOTAL 0 HORIZONTAL (STAIR) EXIT 0 SQUARE CAPACITY CAPACITY CAPACITY STAIR DOOR STAIR HORIZONTAL HORIZONTAL V AREA FOOTAGE PROVIDED PROVIDED PROVIDED STAIR DOOR WIDTH WIDTH STAIR EXIT WIDTH EXIT WIDTH 0 (SQUARE PER OCCUPANT (NO. OF (NO. OF (NO. OF WIDTH REQ'D PROVIDED REQUIRED WIDTH REQUIRED PROVIDED U) COMPARTMENT OCCUPANCY FEET) OCCUPANT LOAD PEOPLE) PEOPLE) PEOPLE) (INCHES) (INCHES) (INCHES) PROVIDED (INCHES) (INCHES) 1A Institutional: Inpatient treatment 11,905 SF 240 SF 50 775 0 775 0 0 0 0 10 155 1 B Institutional: Outpatient 19,729 SF 200 SF 99 715 0 715 0 0 0 0 20 143 1C Institutional: Outpatient 15,813 SF 200 SF 80 1,310 0 1,310 0 0 0 0 16 262 1D Institutional- Outpatient 13,707 SF 200 SF 69 1,070 0 1,070 0 0 0 0 14 214 1 E Institutional: Inpatient treatment 12,736 SF 240 SF 54 0 293 293 32 75 44 88 0 0 1 F Institutional: Inpatient treatment 12,016 SF 240 SF 51 585 153 738 32 41 44 46 11 117 1 G Institutional: Sleeping 4,709 SF 120 SF 40 620 0 620 0 41 0 46 8 124 1 H Institutional: Outpatient 5,774 SF 200 SF 29 330 0 330 0 0 0 0 6 66 11 Institutional- Inpatient treatment 12,882 SF 240 SF 54 0 0 0 0 0 0 0 11 0 1J Institutional: Outpatient 13,122 SF 200 SF 66 720 0 720 0 0 0 0 14 144 122,393 SF 592 6,125 446 6,571 64 157 88 180 110 1,225 1 ST LEVEL 122,393 SF 592 6,125 446 6,571 64 157 88 180 110 1,225 Al 1" = 20'-011 T STAIR NO. C STAIR NO. G CAPACITY: 154 CAPACITY- 154 ENTRANCE DOOR: 41" / 0.2 = 205 ENTRANCE DOOR- 36" / 0.2 = 180 STAIR: 46" / 0.3 = 154 STAIR- 46" / 0.3 = 154 DISCHARGE DOOR: 41" / 0.2 = 205 DISCHARGE DOOR: 39" / 0.2 = 195 DISCHARGE LEVEL: 1ST DISCHARGE LEVEL: 1ST — v I H H II 17' 1 © .. ... ... ........ o A SC 1 G - — - - - - - - ' - i T 1 EXAM 1 EXAM 2 XAM 3 © - EXAM 6 BLOOD EXAM 6 TLT - - - �_ - 709 SF OFFICE ISOLATION ISOLATION L TIO EXAM 4 BARIATRIG GAS GYN 1121 i ON CALL 1 I 4 1125 /� 1128_ I OFFICE SC 1 H �J I : 1 - - , -I. � . 74 SF I - �C aE _---------- ._. S < r -_ 5 7 GORR 1 62 -----� - uGb -- 1 - _ I, \ — JAN i ' ----' - ' E 1 I EXAM 11 I EXAM l r _ - - I_ I - 7 OFFICE Illb SECLUSION 1 ; wasu u 1 EMT SOIL HOLD H s - DIR I� n ELEV ® 1 LOUNGE b I ❑ ❑ NURSE :::::::: � ^^ I I I 1151 ❑ M8 f = L 1 OFFICE STATION 1 F.EC GORR EL�EV i EXAM 12 E] I IIGl III' DecaNrarrNaroN M-TLT W_TLi-W-LGKR — II — L = - �45--,DEGON ELEV.I - II SC 1 80I I II II - Ir _ 45 SHWR I �I ` 12, 882 S _� I I I R _ EXAM 13 I-LCKRI - C R iCiC _ GLEAN �_ 42 1114 .� II 5 EXAM 9 ` - 4RR HOLDINCs I `� 1 LSTAFFOUNGEELEV. Jj LT 5LTe�! T v 33 33 II �� 1152 SiOR I EXAM I —. e :J 12 1214 — sf cuR �(�� 7 EXAM 14 r �- HOLD L�J L1 I I j -- - --._ 1113 I � ii 1148 � 1—A ELEV � TLT - , I _ T I i EQUIP AM 36 EXAM 3 AM 33 EXAM 32 i I na 711 �+ 12 S IVET TLT C0 43ULT IF STAIR NOBEXAM 15 T 114T 1::CAPACITY: 154+ L_ .oca ::. _ + ---- • _'�fl IIII,,II I,,I 1111) 111. _ ENTRANCE 1" / = T-ffET + + + + + + +— ( DOOR: 4 0.2 - 205 _ 1146 TD - 162' 0'' �� +? +— — — coRz + + + + + + STAIR: 46" / 0.3 = 154 - + + + + + + + �' DISCHARGE DOOR: 41" / 0.2 = 205 50 SC 1 F �! - 12GI EXAM Ib I. " IUI ++++ + + �\ URS o I I I_ I �p + + CAM 41 - II — IIID9 SOIL HOLD + + %" � / E nIDT t� I — EXAM, �Exa 13 F �M s r ATIo + + 12213 1 16 SF t F 1 •• I EXAM Il E'. 12 ,• 1219 :.J j ` XAM I ; ;; + + FQ - 108 Ilbl „ -; - +F C D " TLi iLi LT ■ _ F 1 I I STAIR N , �E AM IS ( ID4 206 8 222 + �+p 2 TL - CORR EXAM 30 CAPACI : 54 ` \ I I T TLT - T AK 12G2 1224 , ENTRANCE DOO : 36" / 0.2 = 180 N CO c2R 244 ,246 1248- ._: 56 \ STATION WASTING J + + 1, 5 2 1162 / \ NURSE EXA F 9 + = 180 1 + DISCHARGE DOOR: +++ r, O .I SUPPLY!!E:: :: xgrL2 F 22 �M 241 xA r sTATIo 1226 1 DISCHARGE LEVEL. GROUND AM I� PE S i DME GLEAA� Sc 1 1v_ V 11ID4-B -„ 241 243 245 24T 225 L , :..::::. ::J1 rT- II IIII 41 L HOLD 15,813 SF LET _ 0 Ww' ++++ + + + + + + + + + + + +T 122T �: r 1� IIGI _ LL ++.++(a++++++ ++++-++CORR + + + + + ...... 1 + + + + + • —.- n Inl rt ulfl D 12G3 h Il tl D`+ 1 saeu` - - +` + + + `- + + j TPEICK� TFA K '(TR GKGK REGIS EXAM 21 M 23 EXAF1I25 GLEAN + + + + r + :i - � l EXAMG� R 'G ST M 2i AM 28 SUPPLY + + + + + L TRAc J F F :: 5 R E +++ T+ + IID24 1025 i- I 1228 e - ¢ + - aRR:oR + + + r + + + t - - _ +T T +} - (� V 1 CIRCULATIONRGULATIOW$EREAV:: OFFICE + + " 1240 1238 236 I 0 1009 1014 015 1016 0 �:. 0 C ORR ... GE .:::. ..: ,� 1 LIBRARY TLT 1 WORK ELEV. IDCl PHIS DICT 305 S a T h 1GE ++++++ AREA K1 } iR ACs$ T IAG it B BV. M RE EPT GONF R SLEE ELEG FE ;� TLT- ROOM WoxRooM + +rl ca ID 1010 1 1 iy ' OFFICE 13 3 1304 1306 1301 PRINrERs A` ;anti BEER Put- E ,. C. sR00M + + + + I 101 ?� VEST IIDIT 1301 O O _ °m3 + ++++' ev- CLO ++++ .... I I - ._.... e ;1 LK1 L -��,. FE �... �.... .. I __ !. .1 -- + + ---- -- - + + + + +f�,'--u-- ' -- --- -- _ L:i_ \;✓ ..�_ %Ll +�I - + + + + + + + + + + + + + + + + ..... + + + + 'i----------1�- I•, 1" -----FE 10P�8 FE T . T T + � -� --� + T-`�`� -`+ -r . CORR .. + + CORRID4.T + + + + \ + + + + + + + + + + + + + - h - - - - - - - T T 1 L _- - - - - - - ?SY1 + + + + + + + - + + + + + + + + + + + + + + + + + 1++ + + + + 1 + + o [ + + _ _ ++ _ i_I' + + + + + + + + + r + + + + + . --' +F + + + + + + + + + +++++++ + + + + r �--� - I - - ii ; - - -- - -- . - .—... -- - ........ - + T + _ +-.I�' `_.-.---� _�. # �-�.. + + + + + + + + + + O C 'NEW t. + :. --^•- / „t • �` :: - : r;... - '.i 'e _ / 1i�� ,�..: + + + T + + + + + + + + + + + R121D a + _ ,+„ TELENONE + + + + + + + + + II .gym , L '1sy �S ERUIPMENT + + + + + + + + + + + - ECURITY OFFICE 1 r % + t FUTURE100T + 6` CONTROL + + + + a- + + + + + I L, _ CTSC I LEI. O-___________ T 1 CT SCAN: .L + + + + + + + + + + + rv31G + + + + + + + + + + + . + - VESi. WAITING COM - + -+ + st>mYR t1X t \ + AU + + + + + + + + + + + ; LLLL 68 100ID LL� 1002 1 9 + + + .T+T+T+ + T + +T + DER 7 - - F_ I; ++ - - u y T + �- ' +- - -y + + + + + + + + + + 1 1 1 - T '' - - T - + +L +' 1 z + + + +A + + + ) I I r + + T r _ l + -- + + + + + T + + + + Y + + + + + �`+�' + + T + + + + + + + + + + + + + + FOUND, + + + + + + i + L055Y+ + + ; +++++++++++++++'+++ - +++TT++++++++++++++ OF ++++++ +++SC+IDF.++++++ + + + +Oa' + + + +. +- + + + + + + + r I + 'T,. .E -- ++ + + T + + + + + + + + + + + + + + - + + + + + IN+FOAP;�N+ + r + + + + + + T 11 +. 1 +++++++++++++++++ ++++++ +'++++- +6 ++++++ ++� 07 +++++++ I k + --- + + + - + AY + + + TLW + + + + + + + + + '+ + + + + + + + + - 1 PEDS O ;. + + + SO �i S + + + + + + + + + + + + + + y + + + + + + RIbI ..- TOR i PLAY i, HL. EE1P. + + + DRE55 :;. + +OFFIi + + + + + + + + + + + + + + + + + + + + + + •• - 10. 'GONE RAD + +- - + + 5_kr'F + + + + + + + + + + + + + + + + + + + + + + + + + Ina) I� FVR. cs� Ro. RAD + + + O + + + + + + + + + + + + + + + + + + :F,;, Rt I + + CLEAN _ * -- + + + + + + + + + + + + + +ARK I _' •RED + + + SUPPLIES III ,,, + + + + + + + + + + + + + :i / , 5UPPLY �� RDOM + + ��-� �I _ KITCHEN + + �FICE + + + + + + + + j S 1 L - - DR-°5 + + + + + + + + ROOMS s + + + + + + SC ■ E - VI®li■I 2 f SUB -WAIL + + + 80AR^ + + + + + + + + s I L 12,736 SF y, - + + + .ORRROR + + + + + ,EAI?1NG H H + + + H H + ' ;"AMMO + + + + + + ANG O SOo _ _ EXAM �' + + + + ROOM + + + + + + + + A _ y + + + T $44 + STAIR NO A - +- j ( m F.E.S-AT +++++ ++.}�r 9G ..I + + ++++++0$R. +++}+}+ ; + + +}+�N: -+ _-. + + �' + '- -•w + F CAPACITY'160 s++++- ++-+ P.A. T i • „ EXAM '. + + + + + .. r_AD�.NG + + ROO�Efit ;- - + C*FIGE + F'/FIL H ENTRANCE DOOR: 45 / 0.2 = 225 EXAM + + + + + - �. + + + GFICE OF -ICE GEP 3 ; - + + + + + + T - . _ .-"`� + : `'- „ -,� L (? IL f �' + S10 •E SEC �.• �' -: - ?Itlltll STAIR: 48" / 0.3 - 160 _tA++ ++ �, ++ II - -- -- ++++32 DISCHARGE DOOR- 45 / 0.2 = 225 ----- EXA" T + + + + + � + � UOR<rSJR' PASSAGE � i ' -� . - 1ST EXAM +++ +'+ + +- SC 1 �� - ;+ :_.: rri + + + + + + - W ' -- EXIST. - + + + + + Hr. 19,7t9 SF-.-:_: H + 5EG j 5T4IR ' TOILET + + + + + + + t. pRE55 NO] C'-5' x + + + + + + + + + + + + - + + + + C + + + + - + LESS '�`0' / + + + + �- + + + + + + + .. + + + j0( +++ _+ + + 1+ ++ �aA9t SSAa FE 1 _ —y- 1 _ + + + + + + + + Ra + + m Cb4RJDR + ' CCNF. ++ ++ M9 + + + + + DAN. 0 R1 +45 + + + + + + . +_ j + ++ + ON + + + + ` + + + ++ + + +�°++ 7+++++E+++++ ++ ++ + + + ++ + +�++ H ++ ++ + + + + + + + + + + ++ + +++ + + + + + + +�+ ++ +�++ + + +++ + ++++++}+++ +++t t M� MEN ++ + + } + STAIR NO. E ++ +++ UTRASP +++,1go5SF++++ + + +++ + + + ' TY. + + + + + + + + + + + + + + + PICK-UP + + I CAPACI 154 „ + + + + + + + + + + +Wg1i1NG + T +. + +. + + + + + w.. �.. + + + + + U> - OF -ICE I j ENTRANCE 46„ _ 1 a + + + + +++ + + + + + + + NG + + + - 1 DOOR: 0.2 STAIR: 0.3 + + + + + + + + + + + T + + + +- F + + DISCHARGE DOOR: 36" / 0.2 = 1 F + Cd3 + + + + + + + + + } + T + + +T + + + + - + + + + + T r +- + + + — — — _1 .AFF + + DISCHARGE LEVEL: 1ST + + + r++ + + + +T + + + + + +yr + + } + + - ++ ++� + ++ +++++++++�; tTv _Ij- + + + + + + 76 ++++ — — fl LIFE SAFETY PLAN -1ST LEVEL - OVERALL T T T STAIR NO. M CAPACITY: 140 ENTRANCE DOOR: 39" / 0.2 = 195 STAIR: 42" / 0.3 = 140 DISCHARGE DOOR: 39" / 0.2 = 195 DISCHARGE LEVEL. GROUND STAIR NO. K CAPACITY: 154 ENTRANCE DOOR: 41" / 0.2 = 205 STAIR: 46" / 0.3 = 154 DISCHARGE DOOR: 41" / 0.2 = 205 DISCHARGE LEVEL- GROUND WIVIN LIFE SAFETY LEGEND FIE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET WITH EXTINGUISHER FB FIRE BLANKET ACCESS CONTROL ❑ MAGNETIC HOLD OPEN ® MAGNETIC LOCK SMOKE DETECTOR HO HEAT DETECTOR EXIT LIGHT F❑ MANUAL PULL STATION VOICE EVACUATION SPEAKER AUDIBLE/VISUAL ALARM VISUALALARM 44 EXIT ARROW / CLEAR WIDTH X i�,/ X* X y' �X LIMITS OF EXIT PASSAGEWAY LIMITS OF SUITES SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE - SMOKE PARTITION - PROTECT ALL OPENINGS 1-HOUR FIRE BARRIER - PROTECT ALL OPENINGS 1-HOUR SMOKE BARRIER- PROTECT ALL OPENINGS 61ila1W11661.WiiBllMll■ 2-HOUR FIRE BARRIER- PROTECT ALL OPENINGS mils Elio mill Milo mill 2-HOUR SMOKE BARRIER- PROTECT ALL OPENINGS IIII■III■III■III�III�III■ 3-HOURFIRE BARRIER - PROTECT ALL OPENINGS Ill■■Ills■illoollionlll 3-HOUR SMOKE BARRIER- PROTECT ALL OPENINGS ■IIII■IIII■IIIIMIIIINIIII■ 4-HOURFIRE BARRIER - PROTECT ALL OPENINGS ®IIII■■IIII■■IIII��IIII■ 4-HOURSMOKE BARRIER - PROTECT ALL OPENINGS DE LOCKED DOOR INDENTIFICATION RELATING TO THE PATH OF EGRESS K1 (NFPA 101) FE FREE EGRESS DOOR: NO EXISTING OR NEW LOCKING MECHANISMS TO PREVENT EGRESS AC ACCESS -CONTROLLED EGRESS DOOR (7.2.1.6.2 & 18.2.2.2.4) DE DELAYED EGRESS EGRESS DOOR (7.2.1.6.1 & 18.2.2.2.4) LK1 LOCKED DOOR: DOOR NOT CONSIDERED TO BE AN EXIT OR REQUIRED FOR EGRESS LK2 LOCKED DOOR: CLINICAL OR SPECIAL NEEDS (18.2.2.2.4(1) & 18.2.2.2.5) SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton : . • A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO. 1 2 LIFE SAFETY PLAN - 1ST LEVEL PROJ. NO. H-15027,00 SHEET DRAWN ,'author G110 ■ ■ ■ ■ ■ ■ ■ ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 IN IN ■ ■ ■ IN Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. I 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 ■ „- ■ 18 ■ 19 ■ 20 R AM P ■ O ■ N r M L ■ K ■ J ■ H G ■ F ■ E D C B r y ■ A z OCCUPANT EXIT CAPACITY VERTICAL EXIT WIDTHS HORIZONTAL WIDTHS VERTICAL TOTAL p HORIZONTAL (STAIR) EXIT STAIR STAIR U SQUARE CAPACITY CAPACITY CAPACITY DOOR DOOR STAIR HORIZONTAL HORIZONTAL V AREA FOOTAGE PROVIDED PROVIDED PROVIDED WIDTH WIDTH WIDTH STAIR EXIT WIDTH EXIT WIDTH 0 (SQUARE PER OCCUPANT (NO.OF (NO.OF (NO.OF REQ'D PROVIDED REQUIRED WIDTH REQUIRED PROVIDED U) COMPARTMENT OCCUPANCY FEET) OCCUPANT LOAD PEOPLE) PEOPLE) PEOPLE) (INCHES) (INCHES) (INCHES) PROVIDED (INCHES) (INCHES) 2A Institutional: Inpatient treatment 18,883 SF 240 SF 79 0 153 153 32 41 44 46 0 0 213 Institutional: Inpatient treatment 18,211 SF 240 SF 76 0 293 293 32 82 44 88 0 0 2C Institutional: Sleeping 10,347 SF 120 SF 87 605 0 605 0 0 0 0 18 121 2D Institutional: Inpatient treatment 17,780 SF 240 SF 75 0 130 130 32 41 44 39 0 0 2E Institutional: Inpatient treatment 8,434 SF 240 SF 36 0 153 153 32 41 44 46 0 0 2G Institutional: Inpatient treatment 7,350 SF 240 SF 31 0 153 153 32 41 44 46 0 0 2H Institutional: Inpatient treatment 18,528 SF 240 SF 78 0 0 0 32 0 44 0 16 0 21 Institutional: Inpatient treatment 17,114 SF 240 SF 72 0 0 0 32 0 44 0 0 88 116,647 SF 534 605 882 1,487 224 246 308 265 34 209 2ND LEVEL 116,647 SF 534 605 882 1,487 224 246 308 265 34 209 D i )bo z I G.cdtt 54 I 2 LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET WITH EXTINGUISHER FB FIRE BLANKET ACCESS CONTROL ❑ MAGNETIC HOLD OPEN MAGNETIC LOCK ^' SMOKE DETECTOR OH HEAT DETECTOR EXIT LIGHT ❑F MANUAL PULL STATION VOICE EVACUATION SPEAKER F AUDIBLE/VISUALALARM OF VISUAL ALARM 44 EXIT ARROW / CLEAR WIDTH Y�x X LIMITS OF EXIT PASSAGEWAY LIMITS OF SUITES + + + +- + + ++ + SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE I I I I I I 111111111111111111111 SMOKE PARTITION - PROTECT ALL OPENINGS I N 101I� 1I I N I f I N I I is I 1-HOUR FIRE BARRIER - PROTECT ALL OPENINGS 1+IOUR SMOKE BARRIER- PROTECT ALL OPENINGS ■11m11l11m11m11m11m11■ 2-HOUR FIRE BARRIER- PROTECT ALL OPENINGS ■II■�II�fII��II■III■ 2-HOUR SMOKE BARRIER- PROTECT ALL OPENINGS ■III�III�III�III�III�III■ 3-HOURFIRE BARRIER - PROTECT ALL OPENINGS III ■ ■III ■ ■III ■ ■Ill ■ •III 3-HOUR SMOKE BARRIER - PROTECT ALL OPENINGS ■IIIIS1111■1111S1111N1111■ 4-HOURFIRE BARRIER - PROTECT ALL OPENINGS ■1111mM1111gI1111O■IIII■ 4-HOURSMOKE BARRIER - PROTECT ALL OPENINGS DE LOCKED DOOR INDENTIFICATION RELATING TO THE PATH OF EGRESS K1 (NFPA 101) FE FREE EGRESS DOOR: NO EXISTING OR NEW LOCKING MECHANISMS TO PREVENT EGRESS AC ACCESS -CONTROLLED EGRESS DOOR 9.2.1.6.2 & 18.2.2.2.4) DE DELAYED EGRESS EGRESS DOOR 9.2.1.6.1 & 18.2.2.2.4) LKi LOCKED DOOR: DOOR NOT CONSIDERED TO BE AN EXIT OR REQUIRED FOR EGRESS LK2 LOCKED DOOR: CLINICAL OR SPECIAL NEEDS (18.2.2.2.4(1) & 18.2.2.2.5) SEAL Off` 1 A 1 6073Cj o lb 1� •. Cq� j7777,` ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T S 04,15.16 CONSTRUCTION DOCUMENTS _ 08.04.16 CCD NO. 1 2 LIFE SAFETY PLAN - 2ND LEVEL Al FLOOR PLAN - 2ND LEVEL - OVERALL 1" = 20'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 IN 13 ■ 14 PROD. NO. H-15021.00 SHEET DRAWN Author G120 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 F I I TI 1 1 - - ---------- 2■ 3 ■ 4 6 ■ 7 ■8 0 0 12 ■ 13 ■ 14 0 15 ■ 16 0 17 0 18 0 19 ■ 20 R J G 0 F E D N C 0 B A 2 T4T F E- 1 124 1 �\ 'r''' TLTE Z ''1...._. ._..... /_ � � j/ r/ ')'" f f., / i } .�t. ff�3 r/ '! �� t`i i/ � / ! & f <1 I ir I 1 7-7 r ; �' 1 �. r" � LJJ _ I .. ......... '�;f/`r , EE/ .>, t , ,� �I I I tt ' t � rr lr r I � '7Il IL > r FGI GUIDELINES 2010 22-3.13.6(10) FGI Guidelines 22-3.1.310(6) L ---------- yz' 3 — — -i REQUIRED: 100 SF MIN CLEAR FLOOR AREA REQUIRED: 250 SF MIN CLEAR FLOOR AREA PROVIDED: 128 SF CLEAR PROVIDED: 256 SF FAST TRACK ROOM REQUIREMENTS: (a) Space Requirements (a) Space requirements FGI Guidelines 22-11A.3 (1) Area. Each trauma/resuscitation room shall have a minimum FGI Guidelines 2.2-221.2 (1) Examination/treatment areas shall have a minimum clear floor clear floor area of 250 square feet. REQUIRED: 120 SF MIN CLEAR FLOOR AREA area of 100 square feet. REQUIRED: 120 SF MIN CLEAR FLOOR AREA (11) Clearances, A minimum clear dimension of 5 feet to any PROVIDED: 133 SF (11) A separate treatment/procedure room with a minimum clear permanently fixed object shall be provided around all sides PROVIDE[): 161B SF floor area of 120 square feet shall be provided. of the stretcher. (2) Space Requirements *(I) Area (b) Examination/treatment areas shall Include the following: (111) Additional space with cubicle curtains for privacy may be (a) A patient cubicle with a minimum clear floor area of 100 (1) Hand -washing stations provided to accommodate more than one patient at a time In (a) Patient rooms shall be constructed to meet the needs square Feet (S.29 square meters) shall be provided. (11) Vacuum, oxygen, and medical air outlets the trauma/resuscitation room; however, these cubicles shall of the functional program, (111) Examination lights meet the minimum clear-ances Identified in paragraph 22-3.1.3,6 (b) Patient rooms shall have a minimum clear floor area of (b) If a patient room Is used, It shall have a minimum clear floor (6XaXII) just above. 120 square feet (11.15 square meters) in single -bed rooms area of 120 square feet (11.15 square meters). (c) At least one examination/treatment room shall be and 100 square feet (13.2S square meters) per bed In designated for pelvic examinations. multiple -bed rooms. (c) Each patient bed area shall have space at bedside for visitors. (d) A fast -track area shall include space for a phy-sician/nurse (2) Clearances (See bed size, In the glossary,) work station. (3) Patient privacy, Each patient bed area shall have (a) The dimensions and arrangement of rooms shall be such provision for visual privacy from casual observation by other (e) Storage areas for supplies and medication shall be that there Is a minimum clear dimension of 3 feet (131.44 patients and visitors. included, centimeters) between the sides and foot of the bed and any wall or any other fixed obstruction. (4) A centralized nurse station shall be provided. (5) Nurse call and monitoring capability shall be avail -able as determined by the functional program. J4 FAST TRACK ROOM J8 TRAUMAIRESUSITATION ROOM J15 MEDICAL/SURGICAL ROOM (b) Hand -washing station 1/412 11-019 1/4" = V-0" 1/4" =11-01111 (a) A hand -washing station shall be provided for each four or fewer observation cubicles and for each major fraction thereof. (b) Hand -washing stations shall be convenient to nurse stations and patient bed areas, (1) Toilet room. One toilet room shall be provided for each eight observation cubicles or fewer and for each major fraction thereof, (8) Shower room. One shower room shall be provided for each sixteen treatment cubicles or major frac-tion thereof; the n —=_A= A k—JI I I shower room and toilet room may be combined into the same --- — ------- E 1�' X room, (S) Nourishment area. A nourishment area that ma S be shared shall be provided in accordance with Section 2.1-2/o.l. (10) Storage space for medical supplies shall be provided IN _P7/ X7. T rr :XAM IS rr M IT SEAL F under staff control. E 7 A� �11 Ow 1 J ! f =a f / ; .t ar E /f ./ fE 'sMf /} /` � qq 7 V4 I < rr• IT CR I YE /T/ M P4T -TOfL--E T- -�® /4 FLoRIDA HOSPITAL Zephyrhills El OBSERVATION ROOM FGI GUIDELINES 2010 22-3,131o(2Xa)-2.1-3.2111 FGI GUIDELINES 2010 2.2-3,1316M,a)-2.1-311.1 FGI GUIDELINES 2010 FGI GUIDELINES 2010 22-3.11AA (2) ED EXPANSION & ORTHO RENOVATION 1/411 1 1-011 REQUIRED: 100 SF MIN CLEAR FLOOR AREA IN REQUIRED: 100 SF MIN CLEAR FLOOR AREA IN RENOVATION REQUIRED: 120 SF MIN CLEAR FLOOR AREA RENOVATION AREA AREA PROVIDED: 131 SF CLEAR REQUIRED: 60 SF MIN CLEAR FLOOR AREA MIN WALL LENGTH 11.01 Hunton• PROVIDED: 116 SF CLEAR PROVIDED: 122 SF CLEAR MAX WALL LENGTH 111-01 TREAT/ EXAM ROOM REQUIREMENTS: TREAT/ EXAM ROOM REQUIREMENTS: TREAT/ EXAM ROOM REQUIREMENTS: NJ - 32.1.3, 2.2 - 3,1316(2X b) PROVIDED: 155 5F A R C H I T E C T S 22-3,1131o=b) (1) An examination light 2.2-3131o=b) (1) An examination light (1) An examination light (11) A hand -washing station ROOM REQUIREMENTS: 2.2-3.1.4A(3) (11) A hand -washing station (11) A hand -washing station (111) Storage facilities for supply (a) All finishes, light fixtures, vents and diffusers, and (111) Storage facilities for supply (111) Storage facilities for supply (Iv)A desk, counter, or shelf space for writing or sprinklers shall be tamper resistant DATE SUBMISSION NO. (Iv)A desk, counter, or shelf space for writing or (Iv)A desk, counter, or shelf space for writing or electronic documentation (b) There shall not be any electrical outlets, medical gas outlets, or similar devices. 04.15.16 CONSTRUCTION DOCUMENTS electronic documentation (v) A work counter(s) electronic documentation (v) A work counter(s) (v) A work counter(s) (vi) A cabinet(s) (c) There shall be no sharp corners, edges, or protrusions, 08.04.16 CCD NO, 1 2— (vi) A cabinet(s) (vi) A cabinet(s) (vil) Space for medical equipment and the walls shall be free of objects or accessories of any (vil) Space for medical equipment (vil) Space for medical equipment (vIII) A vision panel designed for patient visual kind, (vIII) A vision panel designed for patient visual (vill) A vision panel designed for patient visual privacy adjacent to and/ or in the door (d) Patients room doors shall owing out and shall have door privacy adjacent to and/ or in the door privacy adjacent to and/ or in the door hardware on the exterior side only. The min. width of the door shall be 44, NJ2 meters) (e) A small impact -resistant view panel or window shall be provided In the door for discreet staff observation of the patient. FGI GUIDELINES INFORMATION A4 ED TREAT/ROOM (RENOV) A8 ED TREAT/ROOM (RENOV) Al2 ED TREAT/ROOM (NEW) A15 SECURE HOLD ROOM PROJ. NO. H-15021.00 SHEET DMC DRAWN G 2 01 1/4" = 11-011 1/4" = 19-011 1/411 = 1 1-011 1/411=11-011 1 2 ■ 3 ■ 4 6 8 ■ 9 ■ 10 0 11 ■ 12 ■ 13 ■ 14 0 15 E 16 0 17 0 119 0 19 N 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 AAC001 744 1 ■ 2 ■ 3■ 4 ■ 8 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 I. I _ I _ _ 1 II 1 1 I___ I I I 1 11 I 1 d ul II r111 II'I I II' I11[111111111 II I111! 111'111&1 111 111 1r I I I 1' 1' ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 1 ■ 8 ■ 9 ■ 10 ■ 11 ■ 1.2 ■ 13 ■ 14 ■ 15 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ i P ■ 0 ■ N ■ _ m D ■ L ■ K ■ H ■ G ■ ■ E D ■ C ■ B r ■ 0 "s A 0 ., O O O O O O o o a a PLAN VIEW ( ROOF ) NOTES: I. A (Kd) OF 0.85 HAS BEEN USED IN THE DEVELOPMENT OF THESE VALUES. THE USE OF THESE VALUES SHALL ONLY BE APPLIED WHEN USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED IN SECTIONS 23 4 2.4 OF ASCE 1-10. 2. PRESSURES AND SUCTIONS ON SOFFITS SHALL BE THE SAME AS CORRESPONDING WALL ZONES 4 4 5. 3. IF THE STRUCTURE IS AN EHPA OR IS INSURED BY FACTORY MUTUAL (FM) THE GROSS UPLIFT DESIGN PRESSURES SHOWN HEREIN SHALL BE DOUBLED FOR ROOF COVERINGS. 4. THE 'ULTIMATE' WIND LOADS SHOWN IN THE COMPONENTS AND CLADDING SCHEDULE SHALL BE MULTIPLIED BY 0.6 TO REDUCE THEM DOWN TO 'SERVICE' LEVEL FOR ALL TESTED ASSEMBLIES, INCLUDING BUT NOT LIMITED TO DOORS, WINDOWS AND ROOF ASSEMBLIES. 5. PARAPET WIND LOADS ARE BASED ON A 'SOLID' PARAPET WITH NO INTERNAL PRESSURE. ACTUAL PARAPET CONSTRUCTION MAY DICTATE THAT INTERNAL PRESSURE BE ADDED TO THE EXTERNAL PRESSURE IN ACCORDANCE WITH ASCE 1-10 SECTION 30.S. 6. UPLIFT VALUES FOR ZONE 2 MAY BE USED IN LIEU OF ZONE 3 FOR CORNER ZONES IF PARAPET HEIGHT WITH RESPECT TO FINISHED ROOF IS GREATER THAN 3 ft. ' I've s." . '7 E',.A liter J " zone FLOOR FRAMING PLAN KEY NOTES: o3 1/2" CONCRETE SLAB REINF WITH 6x6-W2.1xW2.1 WWF OVER 1 1/2'-22ga TYPE "C" CONFORM DECK, Sq0 GAL\/. SEE NOTES ON SHEET 5002 FOR DECK REQUIREMENTS. 12 ROOFING ON 1 1/2'I-22ga TYPE "B" SALV S90 MTL DECK SECURED WITH #12 TEK 5CREW5 AT 5UPPORT5 4 #10 TEK 5CREWS AT 51DELAP5 ON LIGHT GAGE METAL MEMBERS. PRO\/IDE A 36/7 PATTERN AT SUPPORTS. (1) SCREW PER SPAN SHALL BE PROVIDED AT 51DELAP5. 13 LIGHT SAGE FRAMING $ THEIR CONNECTION5 SHALL BE PE516NED BY A 5PECIALTY ENGINEER, SEE NOTE 5E3 ON SHEET 5001. SEE SHEET 5131 FOR ROOF DE51ON LOADS. Al 1/8" = 1'-0" FLOOR DESIGN LOADS DEAD (PSF) LIVE (PSF) 100 50 FLOOR FRAMING PLAN - 2ND LEVEL - AREA 1 - PHASE 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 IN 13 ■ 14 B , B , �Y� 1►A P: 407 ° 645.3423 F: 407.645 -3790 1912 Boothe Circie Suite 100 Longwood, FL 32750 www.bbmstructural.com EB5343 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE STRUCTURAL ENGINEERS EXPRESSED WRrTTEN PERMISSION AND CONSENT Orlando Boca Raton OF "BBM STRUCTURAL ENGINEERS NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRFFTEN PERMISSION AND CONSENT. SEAL Rg 5 NA;LNG\ BO PRI81LEN, P.E. Florida Professional Engineer No. 55996 Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton NU A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTIONM DOCUMENTS 06.04.16 CCD NO. 1 2 FLOOR FRAMING PLAN - 2ND LEVEL - AREA 1 - PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN BE/RH/TC S1211 IN 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 t 1 ■ 2 ■ 3 1 I 1 II 11 I IT,I 1 1-11 "—I III I'll I'If'I' I III 1 II 1 1 _ 1 ' ■ 4 ■ • ■ 6 ■ ■ ■ ■ 10 ■ I ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ ;i ■ 18 ■ 19 20 R ■ 1 P III ■ N m K 1 H ■ ■ F ■ E ■ C ■ B k ■ D r �.n Al 1/8" = 19-0" ROOF FRAMING PLAN - 3RD LEVEL - AREA 1 �3.1) 11.0 I 1 I I FLOOR FRAMING PLAN KEY NOTES: 21 ROOFINS ON 1 1/2 -22ga TYPE B GALV G110 MTL DECK SECURED WITH #12 TEK 5CREW5 AT 5UPPORT5 4 #10 TEK 5CREW5 AT 51DELAP5 ON LIGHT SAGE METAL MEMBERS. PROVIDE A 36/7 PATTERN AT 5UPPORT5. (1) SCREW PER SPAN SHALL BE PROVIDED AT 51DELAP5. 22 LIGHT GAGE FRAMING 4 THEIR CONNECTIONS SHALL BE QD DE5I6NED BY A SPECIALTY ENGINEER, 5EE NOTE 5E3 ON SHEET 5001. 5EE SHEET 5151 FOR ROOF DE512N LOAD5. ROOF DESIGN LOADS DEAD LIVE LOAD LOAD ELEV GAP = 75 P5F ALL 07HER5 = 20 P5F 20 P5F 1 ■ 2 ■ 3 ■ 1 ■ 5 ■ 6 ■ P ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 B , D p , A �Y� /� P: 407 ° 645 ° 3423 F:407°645�3790 1912 Boothe Circle Suite 100 Longwood, FL 32750 www, bbmstructura I. com E65343 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHTAND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE STRUCTURAL ENGINEERS EXPRESSED WRITTEN PERMISSION AND CONSENT Orlando Boca Raton OF"BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT, SEAL i `tip �� PJ .• \CEN N .5 • — ` e s BORA ERBILEN, P.E. Florida Professional Engineer No. 55996 Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION i Hunton ► A R C H I T E C T DATE SUBMISSION NO. P4.15.16 CONSTRUCTIONM DOCUMENTS D8.04.16 CCD NO. 1 2 ROOF FRAMING PLAN - 3RD LEVEL - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN BE/RH/TC S131 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 K J H ■ G U 0 c U 0 0- o F I 0 ■ N ri O `L E E 41 a ■ 0 N V) D 3 o ■ N �I 0 i 3 C LI 0 nCD 0 VI B CC bi r O ■ i � r ~ O CO v C° A U � Q 0 N r n 0 c LL- U +s CL 0. 0 1-1 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 NOTES: 1. FINISH NEW SLAB TO MATCH EXISTING. 1 NOTES: REF - 1. EXTEND PERT CMU WALL REINF MIN 480 *3xl'-4" LONG a 24" CC. DRILL 4 DOWN INTO PIT WALLS. EXISTING SLAB -ON -GRADE. EPDXY 4" INTO EXISTING SLAB 41K 2. PROVIDE 24" SQUARE LEAVEOUT FOR REFER TO ORIGINAL (7 (COORD 3. WATERPROOF MEMBRANE, W/ ELEV MFR) REF. ARCH *S 12 II TYP FOR ADDfTIONAL INFORMATION NEW SLAB -ON -GRADE, SEE FDN PLAN NOTESpRAWINGS - - - - - - - aACTUATOR �,\ % " ° DWGS/SPECS , _ ;, . .% ------ ----- -- Y INITIALRO,:.....:... .. ...... .._..._..::.:....:.:.:...::..::.....::.....:.:...:.:.:.:.:.::.;.::.:..::..:;:::::..::....::.:.::.:::..::.::::..,...... ,.:.:.:,:,:..:; '.:. :.::.;.:::.:,,:.,.,.::;,i,:a;:.::.:::.:::..:>:..:::.:;':;i:—: i.:.:::::::::::::::.:�:-:av::::.::�::::: :as::::;..-::::.:.:.:.::.....: :.....:::...::_;; ,;.»'�:^-:. MATCH EXISTING ° e �' \ •a'd �V/. /1 e4 w .' •4 T X/ A- FINAL RC d .. ';° a Q' "' ... 10 A A� LLJ INITIAL RC ° ` *S a 12", TYP < a d 4a'. FILL WITH PRECAST LINTEL '4 ° COMPACTED SOIL d' , a d d � A FINAL RO P 36" REF 1 24" REF 1 4 0�. Sz01 *4 16" DC RECESS, REF: ELEY MFR S20 a.< a,< A. PERIMETER °• ° ° a q4, ° N12 SECTION @ EXIST SLAB TO N15 SECTION @ EXISTING PIT REF ELEY MFR I G 4 e ___ d _ e4. '°. e° .a b iY .. I ° °Q' a 1F' aiF J'^ i! iL ^T u-6.°'• 'd 2' <° •< — — —e -- — ° n` asa ° ` d °— 3/4"=1'-0" NEW S LAB 3/4"=1'-0" \ CONT LSx5x8/1ro W/ 3/4"0 1ll CLR TYP d = EPDXY BOLTS a (VERIFY SIZE a 24" OC W/ ELEY MFR) NOTE i . } b a oil °. I ° -� ,/� (TYP) 4 NOTE 3 *4 12" OC EW (°' \ EPDXY BARS d < .. w ry / - I\ 5" DEEP, TYP . °4" EXISTING DECK ANGLE *4 x 2'-0" DBA WELDED NON -SWELLING PRE- TO EXISTING DECK ANGLE FORMED PLASTIC C2, 11 \,.dtl y Q. ° ADHESIVE WATERSTOP IN 2x4 KEY, (TYP) TYP ` o:. QaaQ < `' ° °' a < EXISTING SLAB MTL DECK, SEE FMG PLAN NOTES MTL DECK, SEE 3/16 2 �' 12 FMG PLAN NOTES °.° 1'-6"xl'-9, 1'-O" z a *5�12"OC SUMP PIT (TYP) d °. ° ° CONT L4x4xl/4 ` ° ---��� EW TSB Po i \ L/�—— — cn IY w e" �'. (Y�- ° ` ---- ------ *—a* T/ SLAB EL - a TING ° MATCH EXISTING --------- _ � � .».--------- _ e. G � 111 ________�_�I °° ° •� al d °( SEE FMCS e aa, °. Q ° I. e . . a a° ad a Q d i PLAN NOTES • °'d a ° I ° T °° d • EXISTING DECK 2 12 d °--°a . FIN FLR ° • JL JL J� .ems .. ° .. a°e ° !\—L4x4x3/OxO'-6" `�° ///IJ' EXISTING STL BEAM STL BEAM SEE FM AN G PL STL BEAM SEE / °. ° ° ° FINAL RO EXISTING STL BEAM FMG PLAN ° INITIAL RO #5-912"CCEW 3'_2 ENTRANCE ELEVATION A NTS J1 SECTION @ ELEVATOR PIT J12 SECTION @ BEAM CONNECTION J15 SECTION @ FLOOR INFILL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" NOTES: 1, FINISH NEW SLAB TO MATCH EXISTING. A fj' B ` P: 407. 645 3423 B ` M F:407.645.3790 8" CMU WALL " 'r`i'j= 2 5201 Boothe Circle - Suite 100 1912Longwo NEW SLAB d, FL 32750 bbmstruc[ural.com EB5343 Bora Erbilen P.E. #55996 �+ EXISTING E. LUJ , ` U ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO CHANGED OR C IBE E EP ODU DOR RANY I II J� SLAB ��� L.I —1 !1 REF 21 ELEVATOR SHAFT EXISTING SLAB REF E1 I S201 II — O -' N � � � � � � - 13�' — d II - STRUCTURAL Orlando FORM MANN R WHATSOEVERN EXPRESS OWITHOUT WR ITTENFIRST O PERMISSION SSION AINING SAND ENGINEERS ENGINEERS,ANORARESTHEYTTOAeE ASSIGNED TD ANY PARTY WITHOUT PIRST Baa Raton OBTAININ G AID WRITTEN PERMISSION II M I 3rd LEVEL • AND CONSENT -- - - - - - ------- - - - - - - - - - - - - - - - - -N ---- r------ -------� ELEVATOR SHAFT ---------------_ - ---------------� ---- ,. ------1 --------- -� �. X O X O X O X O X O X O _ B NOTES: WALL FRAMING SHALL CONSIST • SEAL I y REF r------ :'' fQ tQ m -� 1, OF 611 MEMBERS, AND MAXIMUM SPACING SHALL BOX HEADER OX HEADER BOX HEADER BE IV' ON CENTER, i11,1 i►t«�iJJJ °`a 2. BOX JAMBS, BOX HEADER AND SILLS . SHALL BE MADE FROM �" MEMBERS.EN ' _ _ _ _ - - ------------------------ m.e l *3 HAIRPINS � II 16 OC _ ------------_ - - - A—., .° aL � I :I. -J a I.° � EX18T G SAW -CUT 6 REPLACE SOG I EXIST G = 3. METAL FRAMING AND ITS OWN ; SLAB AS REQUIRED SLAB EXISTING 8"x24" CONIC TIE BE REINF WITH\—#(o= AM C2) m 9 MIN HAIRPINS EXISTING I C'i 6x�-W1.4xW1e4 WWF CONNECTIONS SHALL BE BY A SPECIALTY ENGINEER, SEE NOTE SE3 ON SHEET 8001 * ; •.8CONC SEAM 2 FOR REQUIREMENTS. •�..` *S TOP, MIDDLE 8 BOTTOM WITH *3 TIES SHORING BY 6l - PAN JOIST ------d �.--E-.—.� —.-,•—:—.—:--.—.�. ` - - - - - - - 4. CHITECTURAL DRAWINGS p I � 24" OC OTHERS _ —7R—Rr ° L a '° __ —rrl=-TrT— SILL SILL SILL _ FOR SHEATHING. ��oNG\������ NAL EXISTING PAN JOIST II 8 CMU WALL INTO EACH EXIST PAN _ I -) I —� = I --� w -I �4-1 *3 DWLxl'-4" os 24" OC BORA ERBILEN, P.E. #55996 JOIST (STAGGERED) EACH SID 2nd LEVEL COMPACTED FILL 12" CC. DRILL 4 EPDXY. � Florida Hospita'S 4" INTO EXIST'G SLAB. Zephyrhllls E1 SECTION @ EXISTING BEAM E4 SECTION %ar E8 SECTION a) E10 SLAB REPLACEMENT E12 ELEVATION OF METAL FRAME WALL ED EXPANSION & ORTHO 3/4"=1'-0" 3/4"=1'-0" ELEVATOR OPENING 3/4"=1'-0" ELEVATOR WALL 1 /4"=1'-0" ETAI L 1 /4"=1'-0" RENOVATION 8"x8" KNOCK -OUT WALL BEYOND 5LOCK W/ (1) 05 CONT EXISTING DECK SEE PLAN REF: ARCH'L EXISTING SOFFIT FRAMING a KEY NOTES FOR SHEATHING r Q ------------------------ � t _• 0 m all OC a MID -DEPTH -------- 1`�I -� _ 4" (MIN) 211 (MIN) CONIC SLAB ° + + + + — Hunton w 0 REF: ARCHT •` I I EXISTING WA �� REF: ARCH'L FOR SHEATHING O O ¢ a .,: = .' .d.' • '.. ;.� I I JL '+ MTL FRMG AND ITS OWN CONN'S BY MTL FRMG AND A C H I T E C T S J EXISTING DECK I I EXIST I I FLOOR <,+ + SPECIALTY ENG ITS CONN'S BY •' SEE PLAN EXISTING �+ SPECIALTY ENG cv e ° KEY NOTES EXISTING EXP ROOFD C REF: ARCH'L 1- °. ". - - - - - - - 'I ,I r- , r-, STL BEAM JOINT IN BLDG FOR SHEATHING DATE SUBMISSION N0. �_ E1 HOIST BEAM J--------- -�' MTL FRMG AND ITS GLAZING BY _ _ _ _ +++ 04.15.16 CONSTRUCTION C)OCUMENTS REF S201 L4x4xl/4 W/ (2) S/8" i OWN CONN'S BY ENG OTHERS t- i `� 05.10.16 ADDENDUM NO. I 1 A328N fi30LT8 INTO BEAM C2) S/8"� + + SEE KEY NOTE 0 08.04.16 CCD NO. 1 2 --------- -� - r - ---� ° EPDXY BOLTS INTO ° • r-------- - - - - -- '• EVERY TIE SEAM L---- - u u =JL JL ZREF: ARCH'L - - = FOR SHEATHING EXISTING COMPOSITE i �� �. i ROOF FRMG AND SLAB OR GRADE ON SHEET 5111 (REF CIVIL) _ <»_ ':"' I .°:..d.'. 0 NOTE: (T82) .e:.40, I SLAB EXISTING SOLID BLOCKING BY '\ / /// qd%i' /� °"' ° .:e* I 8"xlh" TIE SEAM ALL ' •a`4. EXISTING STL BEAM STRUCTURE SPECIALTY ENGR ^� z „ . C4) SIDES REINF WITH I `.' �� , `-- a'�' °(2) 05 TOP 4 BOTTOM IL_ --- -------------- ------ ------------- ------- - ;• ... L_ J .�..°..•a. W/ *3 TIES 6 24" OC 'a,a..•d. J ------------- — — — — — — — — — — — — — — — — — — — — — — — ------- — — — — — — — — — — — — — — — EXISTING �� 11 1'-4" (MIN) (2) *5 conk (TYP) SECTIONS AND DETAILS SII CMU WALL EXISTING STL BEAM 11 CME16) PAN JOISTT�L II c_JL= Al SECTION a ELEVATOR CAP A4 SECTION a� ROOF INFILL A8 SECTION ELEVATOR LOBBY Al2 SECTION PARAPET A15 SECTION @ WALL PROJ. NO. H-15021.00 SHEET DRAWN RE/RH/TC 3/4"=1'.0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'.0" 3/4"=1'.0" Sol )01 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AAC001744 1 .111111W 1.., 11 1 1 7 9 ■ 0 ■ 11 ■ 12 ■ 13 ■ 14 ■ Ill. I I 'I - 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 KEYNOTE LEGEND 06 10 00.A01 06 10 00.A01 wood blocking FIRE BARRIER RETARDANT 01 84 00.A01 firestopping assembly 01 92 0O A02 sealant 09 21 16.801 metal stud 09 21 16.001 metal stud U runner 3.822 09 21 16.1401 gypsum board 09 21 16.1-01 sound attenuation blanket CLOSE OPEN DUCTS W/ 6 MIL FIRE BARRIER RETARDANT POLYETHYLENE --- SEAL W! DUCT TAPE , CLOSE CEILING SPACE W/ 6 MIL FIRE BARRIER RETARDANT AREQUIRED BRACE HEADER AS POLYETHYLENE ---SEAL ALL ' JOINTS, PENETRATIONS 4 PERIMETER W! DUCT TAPE. 06 10 00.401 _______._._..._..___....._,..._......._m...._a m.......... .m.n._...___........a....... ... .................. .... ._. _.__......._____.___..........._._...._....... FIRE BARRIER RETARDANT 1., O SEAL AROUND ALL PIPE I :: 0.192 EXISTING AND DUCT PENETRATIONS IN 1 ; THE PARTITION AND FIRE I BARRIER RETARDANT ' 09 21 16.1-01 HEPA VACUUM PORT POLYETHYLENE BARRIER W/ 1 . W/DRAWSTRING AND SEAL DUCT TAPE = OS21 l(o 3 5/8' AT 16" O.C. O—OCCUPIED RENOVATIONS BASIS OF DESIGN (PROVIDE EQUALS MINTIE TECHNOLOGIES, INC. SIDE SIDE ECU CEILING CAVITY ENVELOPE GENERAL NOTES NOTES : -DURABLE CA STATE FIRE BARRIER MARSHAL FLAME -RATED PVC 0.192 existingceilin to remain g I :. PLASTER TAPE ALL JOINTS, SHEETING -HOSPITAL WHITE, EASY TO CLEAN W/STANDARD CLEANER SECURE ALL TAPE W! RAM -TACK 1 09 21 16.H01 5/8" -ONE 20.5" DOOR 3.822 underside of structure HIGH TACK SPRAY OR EQUAL. I ; -TWO CLEAR PANEL WINDOWS - 14.0' X 40.0' -TWO NEGATIVE AIR PORTS - 11.0" ROUND W/DRAWSTRING AND SEAL FINISH OCCUPIED SIDE W/ GLOSS I =' 09 21 16.001 3 5/8" PA INT, 1 A -r% L7 TEMPORARY PARTITION DETAIL L14 TEMPORARY DUST ENCLOSURE 1 1/2" = V-0" NON -RATED PARTITION 1/2" = 1'-0" 3.822 1 1018400.A01 I- I- - I� - CLOSE OPEN DUCTS W! 1 6 MIL FIRE BARRIER 1. HEAVY DASHED LINES INDICATE WALLS AND ITEMS TO BE REMOVED. SCREENED LINES INDICATE EXISTING WALLS AND ITEMS TO REMAIN. I RETARDANT 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION RELATED CONDITIONS POLYETHYLENE--- 1 =' PRIOR TO STARTING DEMOLITION. ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE SEAL W! DUCT TAPE I : IMMEDIATE ATTENTION OF THE ARCHITECT. 1 ' 3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION, 4. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORD- INATED WITH THE = OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION WITH NORMAL DAILY FUNCTIONING OF THE OWNER'S OCCUPIED AREAS. SEAL AROUND ALL PIPE I 5. NOISE DURING DEMOLITION SHALL BE KEPT TO A MINIMUM. ANY WORK REQUIRED AFTER AND DUCT PENETRATIONS IN NORMAL WORKING HOURS 1:00-5:00 SHALL BE COORDINATED WITH THE OWNER'S THE PARTITION AND FIRE _ REPRESENTATIVE. BARRIER RETARDANT 6. CONTRACTOR SHALL, AT ALL TIMES, INSURE UNINTERRUPTED HEATING, COOLING, PLUMBING, POLYETHYLENE BARRIER W/ I _ 09 21 161 ELECTRICAL AND COMMUNICATIONS SERVICES CONTAINED WITHIN THE PROJECT WHICH SERVE DUCT TAPE PARTS OF THE FACILITY REMAINING IN SERVICE. ANY REQUIRED INTERRUPTION OF SERVICE = 09 21 1(o 3 5/8' AT 16' O.C. SHALL BE COORDINATED WITH OWNER'S REPRESENTATIVE TO ALLOW MINIMUM INTERFERENCE PROVIDE 6 MIL PLASTIC WITH OWNER'S OPERATIONS. DUST BARRIER �—OCCUPIED RENOVATION> 1. THE OWNER SHALL RETAIN ALL SALVAGE RIGHTS OVER BUILDING MATERIALS THAT ARE OF SIDE _ SIDE VALUE A$ DESIGNATED BY THE OWNER'S REPRESENTATIVE. THE OWNER'S REPRESENTATIVE NOTES : I ' = SHALL DIRECT THE INDIVIDUAL CONTRACTORS TO THE LOCATIONS OF STORAGE AREAS FOR PLASTER TAPE ALL JOINTS, 1 09 21 16 H01 5/8' VARIOUS SALVAGE ITEMS. THE STORAGE AREAS MAY BY OFF -SITE BUT WILL BE LOCATED SECURE ALL TAPE W/ RAM -TACK 1 WITHIN THE GENERAL METROPOLITAN AREA, THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIGH TACK SPRAY OR EQUAL. ' 09 21 16.001 13 5/8" REMOVING FROM THE BUILDING AND THE CONSTRUCTION SITE ALL CONSTRUCTION DEBRIS SEAL 1 : AND ITEMS NOT RETAINED BY THE OWNER'S REPRESENTATIVE, NO STORAGE OR DUMPING OF§; 10 FINISH OCCUPIED SIDE W/ GLOSS 1 - 01 84 00.A01 PAINT. I .' DEBRIS WILL BE ALLOWED ON SITE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL F 0'-0" SALVAGE ITEMS WHICH WILL BE REUSED IN THIS PROJECT. .`• y M AF.F. S. FOR INTERIOR AREAS, PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED BY THE OWNER u AND CONSTRUCTION PHASING. O AR16073 F7 TEMPORARY PARTITION DETAIL 10, TEMPORARY BARRICADES SHALL BE INSTALLED TO PREVENT DUST POLLUTION OF SURROUNDING AREAS. PARTITIONS MUST BE INSTALLED IN ACCORDANCE WITH FIREa��lb a p s� PROTECTION AND EGRESS REQUIREMENTS. COORDINATE WITH OWNER'S REPRESENTATIVE. 1 1/2" = V-0" FIRE RATED PARTITION A MANOMETER IS RECOMMENDED TO BE PROVIDED TO MONITOR THE NEGATIVE PRESSURE. 11, TEMPORARY PARTITIONS ARE NOT TO BE REMOVED UNTIL ALL FINISH WORK IS COMPLETED t l OR APPROVAL IS GRANTED BY OWNER'S REPRESENTATIVE AND AHCA, 'I 3.822 12. UPON REMOVAL OF TEMPORARY PARTITIONS, CONTRACTOR SHALL BE RESPONSIBLE TO PATCH TO MATCH ADJACENT CONSTRUCTION. FLORIDA HOSPITAL ' 01 92 00.A02 EACH SIDE 13, ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CON- STRUCTION, EQUIPMENT, Zephyhills PIPING, ETC. SHALL BE PROPERLY PATCHED OR CLOSED OFF TO MAINTAIN FIRE RATING OF I " SURROUNDING WALL. 14, ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE PATCHED ED EXPANSION & ORTHO I - AND PAINTED, OR PREPARED FOR NEW WALL COVERING. IF PAINTING IS REQUIRED, THE RENOVATION CLOSE OPEN DUCTS W/ 1 6 MIL FIRE BARRIER I .; ENTIRE WALL SHALL RECEIVE PAINT TO AVOID MISMATCH OF COLOR. 15. ALL FINISHED AREAS WHICH ARE DAMAGED DURING DEMOLITION BY THE CONTRACTOR RETARDANT SHALL BE PATCHED TO MATCH EXISTING FINISHES. THE CONTRACTOR 18 RESPONSIBLE FOR POLYETHYLENE--- I =' PROVIDING NEW FINISHES, CEILING, FLOORING, ETC. TO DAMAGED AREAS. SEAL W/ DUCT TAPE 1 ' 16, EXISTING ITEMS, SUCH AS EQUIPMENT, PLUMBING FIXTURES, ETC. TO REMAIN IN PLACE SHALL BE PROTECTED FROM DIRT AND DAMAGE DURING DEMOLITION AND CONSTRUCTION. 11. WHERE REMOVAL OF A PORTION OF FLOOR COVERINGS IS REQUIRED, REMOVE ONLY THOSE Hunton MATERIALS TO THE EXTENT SHOWN WITHIN THE ROOMS OR CORRIDORS. DEMOLITION INCLUDES - REMOVAL OF ADHESIVES, GROUTING BEDS, ANCHORING DEVICES AND REQUIRES REMAINING SURFACES TO BE PREPARED FOR NEW CONSTRUCTION, SEAL AROUND ALL PIPE 1 18, ALL CEILING ITEMS TO REMAIN SHALL BE TEMPORARILY REMOVED AND RELOCATED AT THE A R C H I T E C T S AND DUCT PENETRATIONS IN 1 ' 0.192 SAME LOCATION IN THE NEW CEILING. THE PARTITION AND FIRE __ 19. ALL EXISTING EQUIPMENT ITEMS FASTENED TO EXISTING CONSTRUCTION SHALL BE REMOVED BARRIER RETARDANT I TO PREPARE SURFACES FOR NEW FINISHES, ALL ITEMS SHALL BE REATTACHED AS DIRECTED DATE SUBMISSION NO. POLYETHYLENE BARRIER W/ = 09 21 16.1-01 BY THE OWNER'S REP- RESENTATIVE. 04.15.16 CONSTRUCTION DOCUMENTS DUCT TAPE 09 21 16,801 3 5/8, AT 16 20, ALL NON-ATTACHED ITEMS, SUCH AS FURNISHINGS, MOBILE EQUIPMENT, CHAIRS, ETC., SHALL 05,10.16 ADDENDUM NO, 1 1 PROVIDE 6 MIL PLASTICBE REMOVED BY THE OWNER PRIOR TO NT OFITION 08.04.16 CCD NO, I 2 DUST BARRIER WITH OWNER'S REPRESENTATIVE FOR REMOVAL OR RELOCATION OF ANY REMAINING ITEMS. < OCCUPIED RENOVATION > 21. NEGATIVE PRESSURE SHALL BE PROVIDED FOR THE AREAS OF DEMOLITION AND SIDE SIDE CONSTRUCTION. THIS NEGATIVE PRESSURE SHALL BE RELATIVE TO THE SURROUNDING AREA. NOTES : I - = 22. IF, DURING RENOVATION OR NEW CONSTRUCTION THE EXISTING SMOKE DETECTORS, FIRE PLASTER TAPE ALL JOINTS. I 09 21 16.H01 5/8' ALARM PULLS, EXIT LIGHTS ETC. WILL BE HIDDEN OR PREVENTED FROM USE, THEN THESE SECURE ALL TAPE W/ RAM -TACK I , DEVICES SHALL BE TEMPORARILY RELOCATED TO MAINTAIN THE LIFE SAFETY REQUIREMENTS HIGH TACK SPRAY OR EQUAL, 1 09 21 16,C01 3 5/8' I 23. ALL TEMPORARY DOORS PROVIDED IN TEMPORARY PARTITIONS DURING DEMOLITION AND 2 FINISH OCCUPIED SIDE W/ GLOSS 01 92 00.A02 EACH SIDE CONSTRUCTION ACTIVITIES SHALL BE PROVIDED WITH A SELF CLOSING DEVICE PAINT. I -: = DEMOLITION NOTES AND I TEMPORARY PARTITION DETAILS A.FF A7 TEMPORARY PARTITION DETAIL A14 DEMOLITION NOTES PROJ. NO.H-15021,00 SHEET DRAWN DMC D001 1 1/2" = V-0" SMOKE PARTITION NO SCALE 1 ■ 2 ■ 3 ■ 4 ■ ■6 ■ ¢,_ ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 2 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. 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I I I I I � �� - I - _ - ,. __ _ . ..... ..... __ ._ ..... ..... _ _ ... .... _ . . . .. ..... � ... � .11.1 ­_ �1.1, _ _ _ _. k ' I L�� 1 64 � % � + ___ ------- _'__� - = � 6 ��������Imft� � � � I A Al CONSTRUCTION PHASING PLAN - 1ST LEVEL 1/8" = 19-011 I I __ 1 0 2 m 3 , 0 4 m 5 0 6 0 7 0 8 11 9 111 10 IN 11 m 12 0 13 0 14 - _____ - - PHASING LEGENT, \/\/ ' ' ' ",�X PHASE IA ") � �' O 0 O 0 D DE o - PHASE 15 - E - 7 V V -9 V 177 V V 17 V 17 V � 7 V 'Y `7 V 17 V V V 17 V V 17 1 PHASE IC 7 7 V 17 V 17, 1'1'111'_"z;��'1111'1`zz"'� ' ; i, � I'll v I/ , '� PHASE V I i� PHASE 1E . PHASE 2A " ) " i...... �_.; . . ; � f-.­_­.­­- - 11: .... . . _... �_ - r . _7_7 F __ L - PHASE 25 . __ _7_7 ;q -1 2 - 1) C) ") - � - U Q - D0000 " 0 C" (� �' PHASE 2C () ��i! ')00000 - " ) NOTES: 1. RENOVATION IN PHASE IE TO 5E DONE ONE ROOM AT A TIME 60 AS TO MAINTAIN ROOM FOR THE EMERGENCY DEPARTMENT 2. UJORK IN PHASE ID TO 5E DONE 2 ROOMS " AT A TIME TO MINIMIZE THE NUM5ER OF TREATMENT ROOMS THAT ARE DM FOR RENOVATION 3. UJORK IN PHASE 2C TO IBE SPLIT INTO SMALLER PHASES AND COORDINATED V FUNCTIONAL DURING RENOVATION SEAL N\,, 11 P. 11 , �, ,�oF , 4� 42V!5­�'ii .... : -, I A;" ��_ I I" - - Tj, ' � � � , , �- V ��.- 1(f.:;'(( " � ", - - I I, I, �4��� �% 11�1 lc� D _4 RofuDA HospiTAL . Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton � 1 Brady , 04.15.16 CONSTRUCTION DOCUMENTS 08.04,16 CCD NO, 1 2 - -_ CONSTRUCTION PHASING PLAN - 1ST LEVEL I PROJ. NO. H-1502190 SHEET DRAWN Author 0 15 0 16 0 17 0 18 m 19 m 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 LicenseAAC001744 R ■ 0 0 0 N ■ ■ m K ■ ■ ■ F E m D m C 13 ■ ■ m C D ■ 2 0 3 0 4 6 ■ 7 9 0 10 0 11 m 12 m 13 m 14 m 15 m 16 0 17 0 18 0 19 m 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 LicenseAAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 N ■ M ■ L ■ K Ak J ■ H ■ G F ■ E D C ■ B A z OCCUPANT EXIT CAPACITY VERTICAL EXIT WIDTHS HORIZONTAL WIDTHS w Q w VERTICAL TOTAL p HORIZONTAL (STAIR) EXIT U SQUARE CAPACITY CAPACITY CAPACITY STAIR DOOR STAIR HORIZONTAL HORIZONTAL V AREA FOOTAGE PROVIDED PROVIDED PROVIDED STAIR DOOR WIDTH WIDTH STAIR EXIT WIDTH EXIT WIDTH 0 (SQUARE PER OCCUPANT (NO. OF (NO. OF (NO. OF WIDTH REQ'D PROVIDED REQUIRED WIDTH REQUIRED PROVIDED U) COMPARTMENT OCCUPANCY FEET) OCCUPANT LOAD PEOPLE) PEOPLE) PEOPLE) (INCHES) (INCHES) (INCHES) PROVIDED (INCHES) (INCHES) 1A Institutional: Inpatient treatment 11,905 SF 240 SF 50 775 0 775 0 0 0 0 10 155 113 Institutional: Outpatient 19,729 SF 200 SF 99 715 0 715 0 0 0 0 20 143 ?C Institutional: Outpatient 15,813 SF 200 SF 80 1,310 0 1,310 0 0 0 0 16 262 1D Institutional: Outpatient 13,707 SF 200 SF 69 1,070 0 1,070 0 0 0 0 14 214 1 E Institutional: Inpatient treatment 12,736 SF 240 SF 54 0 293 293 32 75 44 88 0 0 1 F Institutional: Inpatient treatment 12,016 SF 240 SF 51 585 153 738 32 41 44 46 11 117 1 G Institutional: Sleeping 4,709 SF 120 SF 40 620 0 620 0 41 0 46 8 124 1 H Institutional: Outpatient 5,774 SF 200 SF 29 330 0 330 0 0 0 0 6 66 11 Institutional: Inpatient treatment 12,882 SF 240 SF 54 0 0 0 0 0 0 0 11 0 1 J Institutional: Outpatient 13,122 SF 200 SF 66 720 0 720 0 0 0 0 14 144 122,393 SF 592 6,125 446 6,571 64 157 88 180 110 1,225 1ST LEVEL 122,393 SF 592 6,125 446 6,571 64 157 88 180 110 13225 I I I I I Al INTERIM LIFE SAFETY PLAN -1ST LEVEL - PHASE 1 1" = 20'-011 LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET WITH EXTINGUISHER FB FIRE BLANKET ACCESS CONTROL MAGNETIC HOLD OPEN ML MAGNETIC LOCK O SMOKE DETECTOR OH HEAT DETECTOR EXIT LIGHT ❑F MANUAL PULL STATION ® VOICE EVACUATION SPEAKER F� AUDIBLE/VISUAL ALARM O VISUAL ALARM 44 EXIT ARROW / CLEAR WIDTH LIMITS OF EXIT PASSAGEWAY LIMITS OF SUITES + . + + T + + + + + + + + + + + + + + SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE I I111I I I111I11 I I I I I I I I I I I I SMOKE PARTITION - PROTECT ALL OPENINGS MIM!MIMIiIMiMlMli!il 1-HOUR FIRE BARRIER- PROTECT ALL OPENINGS 1-HOUR SMOKE BARRIER- PROTECT ALL OPENINGS ■II■IIMII■II■IIMIIMII■ 2-HOUR FIRE BARRIER- PROTECT ALL OPENINGS ■Iliill®■II■■II■Milo 2-HOUR SMOKE BARRIER- PROTECT ALL OPENINGS ■IIIMIIIMIIIMIIIMIIIMIII■ 3-HOURFIRE BARRIER - PROTECT ALL OPENINGS IIIii111iiIIIMMIIIMMIII 3-HOUR SMOKE BARRIER -PROTECT ALL OPENINGS ■1111011111111111111111110 4-HOUR FIRE BARRIER - PROTECT ALL OPENINGS ■Illliilllliilllliillll■ 4-HOUR SMOKE BARRIER- PROTECT ALL OPENINGS DE LOCKED DOOR INDENTIFICATION RELATING TO THE PATH OF EGRESS K1 (NFPA 101) FE FREE EGRESS DOOR: NO EXISTING OR NEW LOCKING MECHANISMS TO PREVENT EGRESS AC ACCESS -CONTROLLED EGRESS DOOR (7.2.1.6.2 & 18.2.2.2.4) DE DELAYED EGRESS EGRESS DOOR (7.2.1.6.1 & 18.2.2.2.4) LK1 LOCKED DOOR: DOOR NOT CONSIDERED TO BE AN EXIT OR REQUIRED FOR EGRESS LK2 LOCKED DOOR: CLINICAL OR SPECIAL NEEDS (18.2.2.2.4(1) & 18.2.2.2.5) NOTE 01 - DOOR INGRESS TO BE LOCKED AFTER HOURS SEAL ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T S IISSION NO. 04AI& CONSTRUCTION DOCUMENTS _ 08.04,16 CCD NO, 1 2 INTERIM LIFE SAFETY PLAN -1ST LEVEL - PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN DMC D111L F 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 27 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 R ■ ■ 0 ■ N ■ ■ ■ K ■ ■ ■ F ■ ■ D ■ ■ ■ m D z t. 2 ■ 3 5■6 8 ■ 9 ■ 10 12 1 4 ■ 0 ■ 7 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ is ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. 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I- ,Y . e,zQ ��_ _ i 3 E...,,,»«,,..,w_..,w:.,,,w..�vw,<,,,,«:,.»:.., £ E• £ b+a As E F i= I ) I i= ? "ham 3 i E I 4 € K. I 1 ! ; '' I 4.+�\, I § ':': w ._._... ,- I 1 £ \\ \ ? I 1 3 I:. m : ✓; "- i_„„„..._ I I¢ £ i;_I i R _.r•k 13 F E£ > 6 , 301,. S 6 s aF 4 '( t£ I i `� :' 3 f I ♦ a, ,._ ,.._,.,.__.,_,.,,_.,,__..�.._, I i "3 3 1 t 4 3 I' „ *,,.,_, .. 3 3 j i "I. .. f £ ^ t 1 £ : , i' i .:; ,.F, , j.t A ? a S a S ! :;. ..._„ E = E s 33 } E .>Fc H .: az 1 E .>t 6 A „. x, ,., G �n i 1 F Y: iy 1' E. \ 3 A£ , si. #} .++. .. .a cv<"est \Ya3ukss A I S. a , + d +w S 33 DEMOLITION PLAN - 2ND LEVEL - AREA 1 1 ■ 2 ■ 3 ■ ■ 4 ■ 0 ■ 7 ■ 8 ■ 9 ■ �0 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL NOTES 0.014 remove existing elevator cab and controls 0.061 remove existing cabinets/casework 0.011 remove existing roofing 0.014 remove existing fascia 0.081 remove existing door and frame 0.065 remove existing window 0.091 remove existing partitions 0,096 remove existing partition as required for new opening 0.302 remove existing concrete slab 0.981 temporary door and frame 0.99) tem orar artition p �p SEAL FLORIDA HOSPITAL Ze h chills �y ED EXPANSION & ORTHO RENOVATION f ii S rPx „« ,1 ,. , $ �. n vaVvtx� �', £ 1 g R. / , I a r �1 f ?,`� r l y i i�FLa'i ,.e I } E A Y E?, F , ^f",I I I � ARGH ITE CTS i }_ 0.981 ' ! 3 l _____ 1 1 M.I ;,,__ 0.991 I " DATE SUBMISSION NO. �a ' 04.15.16 CONSTRUCTION DOCUMENTS ._... _ ,. _ �} _ , ,_,__ 11 � .., . I " ,- sae ' , ' . � ' }�aE a_ fir. a,� I i 05.10.16 ADDENDUM N0. 1 1 � 1. ,..", I � 08.04.16 CCD N0. I 2 r .. + ICY;` 0.302 Iar _,_,. it : , ? "<:, ; I fi r £ ; . err 1 ,, ?, [ i� `� 3' � ,&'fie j 3 £t�i. ° ,Rw z^.: >: "�y , i € 3 { ,xitT,. 3 3 DEMOLITION PLAN - 2ND LEVEL - AREA 1 A15 FLOOR PLAN - 2ND LEVEL - AREA 3 PROJ. NO. H-1502�.00 SHEET DRAWN Author 1/8" =1'-0" E 1 E 1 ■ 15 ■ 16 ■ 1 � ■ 13 ■ 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 ■ ■ 6 ■ r ■ 8 ■ z ■ 13 33 11 12 ■ 13 ■ 14, ■ 15 ■ 16 ■ 17 18 19 ■ 20 Kemore LEGEND R ■ P ■ N ■ ■ K ■ 0 ■ I� ■ G ■ F ■ E D C ■ B ■ �w. „3 A 39 M� Al DEMOLITION PLAN - 2ND LEVEL - AREA 2 1/8" = V-0" 1 ■ 2 ■ 3 ■ 4 ■ a ■ 6 ■ 7 ■ 3 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 0 1rr GENERAL NOTES 0.011 remove existing toilet compartments 0.012 remove existing bumper guard 0.021 remove existing equipment 0.061 remove existing cabinets/casework 0.081 remove existing door and frame 0.091 remove existing partitions 0.092 remove existing ceiling 0.093 remove existing soffit 0.094 remove existing floor finish 0.101 existing to remain 0.181 existing door and frame to remain 0.131 temporary exit light fixture 0.981 temporary door and frame 0.991 temporary partition 0 NOTE: SEE SWEET PI22 FOR PLUMBING DEMOLITION WORK SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H ITUEE COTS 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM N0.1 08.04.16 CCD N0, 1 2 DEMOLITION PLAN - 2ND LEVEL - AREA 2 PROD. NO. H-15021.00 SHEET DRAWN Author D122 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 3 0 6 7 8 0 9 10 12 13 0 14 ■ 15 m 16 m 17 m 18 0 19 m 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 AAC001 744 T- m 0 0 0 0 m 0 m 12 0 m m m 0 17 m 0 0 20 0 2 ■ 3 ■ 4 ■5■ 6 ■ 7 ■ 8 ■ 9 13 ■ 14 ■15■ 16 18 ■ 19 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 R ■ p ■ 0 ■ I N L ■ K ■ H ■ G ■ F ■ ■ D ■ ■ B 15 T v ■ 2 I ■ 1. __---------- 3 ■4 --_ _ _ ■ ,f 1 I I _ ■ _ _I I 1 r° _L. ■ F I ■ I I _ .I ■ I I I v` _ _ I 11I ■ 1 I. I. l I I { I ■ i i ■ 12 ■ 13 ■ 14 ■ 13 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 REV OPENING HDW SET DOOR FIRE RATING FRAME REMARKS NUMBE R NAME WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB THRESH'D 02 10C1-A CORR 03 1'-6' 8'-10' BB WW PR-01 FT -- B 5F PA -MA NOTE 04 01 10CI-5 CORR 02 1'-6' 8'-10' BB WW PR-01 FT 20 B SF PA -MA J10/A011 NOTE 01, 02,03 12C1-A CORR 03 1'-6' 8'-10, BB WW PR-01 FT 20 B SF PA -MA NOTE 04 12C1-5 CORR 03 1140' 8'-10' BB WW PR-01 FT 20 B SF PA -MA NOTE 04 12C4 CORR 03 1'-6' 8'-10' BB WW PR-01 FT 20 B SF PA -MA NOTE 04 1000-A VEST, 01 14'-0' 1'-4' G UH PR-02 HC -- -- UH PR-02 F14/A241 FI/A251 A14/A241 NOTE 05 1000-B VEST. 01 14'-0' 1'-4' G US PR-02 TC -- -- US PR-02 J4/A011 E13/AO21 A14/A241 1003 M TLT 23 3'-0' 8'-0' A WW PR-01 -- -- A SF PA -MA 1004 W TLT 23 3'-0' 8'-0' A WW PR-01 -- -- A SF PA -MA 1006 SECURITY 13 3'-0' 8'-0' B WW PR-01 55 -- A SF PA -MA NOTE 01 1001 OFFICE 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1008-A VEST 21 4'-0' 8'-0' A WW PR-01 -- -- -- AF PR-02 1008-B VEST 05 6'.8' 8'-0' BB WW PR-01 TC -- A SF PA -MA NOTE 01, 04 100E CIRCULATION 12 4'-0' 1'-0' B ST PA -MA TC -- C SF PA -MA NOTE 01, 05 1011 TLT 18 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1012-A TRIAGE 28 4'-0' 8'-0' A WW PR-01 -- -- -- AF PR-02 02 1012-B TRIAGE 29.1 4'-0' 1'-0' A WW PR-01 TC -- A SF PA -MA 1013-A TRIAGE 28 41•0' 8'-0' A WW PR-01 -- -- -- AF PR-02 02 1013-B TRIAGE 29.1 4'-0' 1'-0' A WW PR-01 TC -- A SF PA -MA 1014-A CIRCULATION 09 4'-0' 8'-0' A WW PR-01 -- -- -- AF PR-02 1014-B CIRCULATION 04 5'-8' 1'-0' BB WW PR-01 TC -- A SF PA -MA NOTE 01, 02, 03 1014-C CIRCULATION 10 4'4' 1'-0' C WW PR-01 SB -- A SF PA-01 NOTE 01 1011 ELEV. MACH. ROOM 14 3'4' 1'-0' A WW PR-01 -- 90 A SF PA -MA 1100 VESTIBULE 01 12'-0' 1'-4' G XR PR-02 HC -- -- SH PR-02 F14/A241 F1/A251 A14/A241 NOTE 06 02 1108 EXAM 11 31 5'-8' 1'-0' D WW PR-01 515 -- A SF PA -MA 02 110S EXAM 16 31 5'-8' 1'4 D WW PR-01 515 -- A SF PA -MA 02 1111 EXAM 15 31 5'-8' 1'-0' D WW PR-01 SB -- A SF PA -MA 02 1113 EXAM 14 31 5'-8' 1'-0' D WW PR-01 SB -- A SF PA -MA 02 1114 EXAM 13 31 5'-8' 1'-0' D WW PR-01 55 -- A SF PA -MA 02 1115 EXAM 12 31 5'-8' 1'-0' D WW PR-01 SB -- A SF PA -MA 02 1116 EXAM 11 31 5'-8' 1'-0' D WW PR-01 55 -- A SF PA -MA 02 1125 EXAM 2 ISOLATION 32 5'-8' 1'-0' D WW PR-01 55 -- A SF PA -MA 02 1126 EXAM 3 ISOLATION 32 5'-8' 1'-0' D WW PR-01 SB -- A SF PA -MA 02 1121 EXAM 4 33 11'-1' 1'-4' E 15 PR-02 TC -- -- IF PR-02 J1/A011 A13/A02I 02 1128 EXAM 5 BARIATRIC 33 11'-1' 1'-4' E 15 PR-02 TC -- -- IF PR-02 JI/A011 A13/A021 1203 EXAM 38 29 4'-0' 1'-0' C WW PR-01 58 -- A SF PA-01 1204 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1205 EXAM 31 29 4'-0' 1'-0' C WW PR-01 SB -- A SF PA-01 1206 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1201 EXAM 35 29 4'-0' 1'-0' C WW PR-01 SB -- A SF PA-01 1208 TLT IS 3'-0' 11•0' A WW PR-01 •- -- A SF PA -MA 1212 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1214 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1221 EXAM 31 31 5'-8' 1'-0' D WW PR-01 5B -- A SF PA-01 1222 SHWR 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1223 BREAK 13 3'-0' 1'-0' B WW PR-01 TC -- A SF PA -MA NOTE 01 1224 EXAM 30 31 5'-8' 1'-0' D WW PR-01 55 -- A SF PA-01 1226 EXAM 2S 31 5'-8' 1'-0' D WW PR-01 58 -- A SF PA-01 1221 SOIL HOLD 10 3140' 1'-0' B WW PR-01 FT 45 A SF PA -MA NOTE 01 1228 CLEAN 10 4'-0' 1'-0' B WW PR-01 FT 45 A SF PA -MA NOTE 01 1232 TLT IS 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1234 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1236 TLT IS 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1238 TLT 19 31-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1240 TLT I9 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1243 EXAM 22 2S 4'-0' 1'-0' C WW PR-01 55 -- A SF PA-01 1244 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1245 EXAM 24 29 4'-0' 1'-0' C WW PR-01 58 -- A SF PA-01 1246 TLT I 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1241 EXAM 26 29 4'-0' 1'-0' C WW PR-01 55 -- A SF PA-01 1248 TLT 19 3'•0' 1'-0' A WW PR-01 -- -- A SF PA -MA 02 1301 OFFICE 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 02 1302-A PHYS DICT 24 3'-0' 1'-0' A WW PR-01 -- 20 A SF PA -MA 02 1302-B PHYS DICT 24 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1303 RECEPT 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1305 TLT 19 31•0' 11•0' A WW PR-01 -- -- A SF PA -MA 1306 DR SLEEP 13 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA NOTE 01 1301 ELEC 14 31•0' 1'-0' A WW PR-01 -- -- A SF PA -MA REV OPENING HDW SET DOOR FIRE RATING FRAME REMARKS NUMBER NAME WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB THRESH'D 22E1 WAITING 03 8'-0' 8'-10' BB WW PR-01 FT 20 B SF PA -MA NOTE 04 02 2101 ELEV LOBBY 08 6'.0' 11•10' 1 WW PR-01 TC -- A SF PA -MA NOTE 04 2201 STAFF REST 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2202 S-LOUNGE 13 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA NOTE 01 2203 STAFF TLT 18 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2204 MULTIPURPOSE RM 29 4'-0' 1'-0' B WW PR-01 TC -- A SF PA -MA 2205 JAN 14 3'4' 1'-0' A WW PR-01 -- -- A SF PA -MA 2206 PAT RM 29 4'-0' 1'-0' C WW PR-01 86 -- A SF PA -MA 2201 TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2208 PAT RM 29 4'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 220E TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2211 tl.t 20 3'-0' 1'-0' A WW PR-01 -- - A SF PA -MA 2212 PAT RM 29 4'-0' 1'-0' C WW PR-01 58 -- A SF PA -MA 2213 TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2214 PAT RM 29 4'-0' 1'-0' C WW PR-01 SB -- A SF PA -MA 2215 TLT 20 3'-0' T-0' A WW PR-01 -- -- A SF PA -MA 2216 PAT RM 29 4'-0' 1'-0' C WW PR-01 58 -- A SF PA -MA 2211 TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2216 PAT RM 2S 4'-0' 1'-0' C WW PR-01 58 -- A SF PA -MA 2220-A ELEC. 01 5'-0' 1'-0' AA WW PR-01 -- -- A SF PA -MA 2220-8 ELEC. 01 5'-0' 1'-0' AA WW PR-01 -- -- A SF PA -MA 2222-A CLEAN/ MEDS 13 3'-0' 1'-0' B WW PR-01 FT 45 A SF PA -MA NOTE 01 2222-8 CLEAN/ MEDS 10 3'-6' 1'-0' B WW PR-01 FT 45 A SF PA -MA NOTE 01 2224 OFFICE 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2225-A SOILED UTILITY 10 3140' 1'-0' B WW PR-01 FT 45 A SF PA -MA NOTE 01 2225-8 SOILED UTILITY 13 3'-0' 1'-0' B WW PR-01 FT 45 A SF PA -MA NOTE 01 2226 EQUIP 10 4'-0' 1'-0' B WW PR-01 TC 45 A SF PA -MA NOTE 01 01 2229 TOILET IS 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2231 ADA PAT RM 2S 4'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 2232 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 01 2233 ADA PAT RM 31 6'-0' 1'-0' D WW PR-01 55 -- A SF PA -MA 2234 TLT 21 4'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2235 ADA PAT RM 29 4'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2236 TO IS 3'-0' 1'-0' A WW PR-01 -- •• A SF PA -MA 2253 NOURISH 13 3'-0' 1'-0' B WW PR-01 TC -- A SF PA -MA NOTE 01 DOOR REMARKS NOTES NOTE 01 - PROVIDE CARD READER NOTE 02 - DOOR(5) TO BE EQUIPPED WITH AN AUTOMATIC DOOR OPERATOR NOTE 03 - INSTALL PUSH PAD ACTUATOR(S) NOTE 04 -PROVIDE DOOR HOLD OPEN DEVICE TO RELEASE ON FIRE ALARM NOTE 05 - EQUIP DOOR OPENING WITH DOOR POSITION SWITCH NOTE 06 -EXITING AUTOMATIC SLIDING ALUMINUM AND GLASS DOOR TO BE RELOCATED TEMPORARILY IN PHASE 1. 0 ■ ■ ■ /1\/2\ DOOR SCHEDULE REV 02 10C1-A - REVISED DOOR RATING 1012-8 - REVISED DOOR HARDWARE 1013-15 - REVISED DOOR HARDWARE 1108 - MOVED DOOR TO PHASE I IIOS - MOVED DOOR TO PHASE 1 1111 - MOVED DOOR TO PHASE 1 1113 - MOVED DOOR TO PHASE 1 1114 - MOVED DOOR TO PHASE 1 1115 - MOVED DOOR TO PHASE I ■ 1116 - MOVED DOOR TO PHASE 1 1125 - MOVED DOOR TO PHASE 1 1126 - MOVED DOOR TO PHASE 1 1121 - MOVED DOOR TO PHASE 1 1128 - MOVED DOOR TO PHASE 1 1301 - REVISED TO NON -RATED DOOR 1302 - RENAMED TO 1302-A 1302-B - NEW DOOR 2101 - REVISED DOOR HEIGHT ■ SEAL �IOF V-t M A � ■ F1 DOOR SCHEDULE -1ST LEVEL - PHASE 1 b gn16073 NO SCALE °J F REV OPENING HDW SET DOOR FIRE RATING FRAME REMARKS NUMBER NAME WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB THRESH'D 12C1 CORR 03 1'-6' 8'-10' BB WW PR-01 FT 20 B SF PA -MA NOTE 04 12C4 CORR 03 1'-6' 8'-10' BB WW PR-01 FT 20 B SF PA -MA NOTE 04 1015 BEREAV 26 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1016 OFFICE 15 3'-0' 1'-0' B WW PR-01 -- -- A SF PA -MA 1021 FAST TRACK/ PELVIC EXAM 30 41•0' 1'-0' C WW PR-01 SB -- A SF PA -MA 1022-A FAST TRACK 30 4'-0' 1'-0' C WW PR-01 88 20 A SF PA -MA 1022-8 FAST TRACK 30 4'-0' 11•0' C WW PR-01 85 -- A SF PA -MA 1023-A FAST TRACK 30 4'-0' 1'-0' C WW PR-01 55 20 A SF PA -MA 1023-8 FAST TRACK 30 41•0' 1'-0' C WW PR-01 88 -• A SF PA -MA 1024-A FAST TRACK 30 4'-0' 1'-0' C WW PR-01 55 20 A SF PA -MA 1024-8 FAST TRACK 30 4'-0' 11•0' C WW PR-01 SB -- A SF PA -MA 1025-A REGIST 16 3'-6' 1'-0' C WW PR-01 58 20 A SF PA -MA 1025-8 REGIST 11 3'-6' 1'-0' C WW PR-01 TC -- A SF PA -MA 1025-C REGIST 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1101 TOILET 18 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1102 EXAM IS PEDS 2S 4'-0' 1'-0' C WW PR-01 58 -- A SF PA -MA 1103 EXAM 18 PED$ 2S 4'-0' 1'-0' C WW PR-01 58 -- A SF PA -MA 1104-A DME SUPPLY 10 4'-0' 1'-0' B WW PR-01 FT 45 A SF PA -MA NOTE 01 1104-8 CLEAN 10 4'-0' T-0' B WW PR-01 FT 45 A SF PA -MA NOTE 01 1106 EXAM IS 31 5'-8' 1'-0' D WW PR-01 85 -- A SF PA -MA 1101 SOIL HOLD 10 3140' 1'-0' B WW PR-01 FT 45 A SF PA -MA 1143 CONSULT 25 3'-0' 1'-0' B WW PR-01 TC -- A SF PA -MA 1146 PAT TOILET 22 3'-8' 1'-0' A WW PR-01 -- -- A SF PA -MA 1148-A EXAM 10 SECURE HOLD 11 3'-8' 1'-0' A WW PR-01 -- -- A SF PA -MA NOTE 01 1148-8 EXAM 10 SECURE HOLD 33 10'-0' 8'-0' H 01 PR-01 -- -- -- MO -- 1161 TLT I9 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1162 RESULTS WAITING 06 6'-0' 1'-0' BB WW PR-01 TC -- A SF PA -MA 1201 EXAM 3S 29 4'-0' 1'-0' C WW PR-01 58 -- A SF PA -MA 1202 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1241 EXAM 20 2S 4'-0' 1'-0' C WW PR-01 SB -- A SF PA -MA 1242 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 10 ■ FLoRiDA HOSPITAL zephyrhills ED EXPANSION & ORTHO RENOVATION ■ D Hunton ■ A R C H I T E C T S DATE SUBMISSION NO. C 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 08.04.16 CCD NO. 1 2 ■ DOOR SCHEDULES Al DOOR SCHEDULE 1ST LEVEL PHASE 2 A10 DOOR SCHEDULE 2ND LEVEL A - - - PROJ. NO. H-15021.00 SHEET DRAWN DMC NO SCALE NO SCALE A012 ■ 2 ■ 3 ■ 4 ■ 6 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 2 3 0 4 7 0 8 0 9 0 10 I m 2 a 3 m 4 0 6 m 6 0 7 m 8 0 9 0 10 0 11 12 ■ 13 ■ 14 0 15 IN 16 ■ 17 ■ 18 m 19 0 20 ■ 12 ■13 0 14 0 15 0 16 0 17 0 18 m 19 0 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 2 0 3 ■ 4 6 ■ 7 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 m 16 m 17 m 18 m 19 m 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 AAC001 744 I L I, ymu� w'qj w 10 -m ": -` 11 ■ 12 ■ 13 ■ 14 16 17 2 ■ 3 ■ 4 6 0 7 ■ 8 ■ 9 0 10 0 11 0 12 0 13 ■ 14 ■ 15 0 16 0 17 m 18 0 19 0 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 2 ■ 3 0 4 0 5 0 6 ■ 7 0 8 0 9 0 10 ■ 11■ 12 ■ 13 ■ 14 0 15 a 16 m 17 0 18 m 19 m 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 ■ 2 ■ 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 ■ 11 0 12 0 13 ■ 14 ■ 15 0 16 0 17 m 18 0 19 0 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 ■ 8 ■ 4 ■ a ■ 8 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ m ■ L ■ K ■ �1 H ■ G ■ F ■ ■ D ■ C ■ EA 1 ■ N vi <w A i.3 �a Al FLOOR PLAN - 2ND LEVEL - OVERALL 1" = 20'-0" 1 ■ 2 ■ 8 ■ 4 ■ 8 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 SEAL FLoRiDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton 6 A R C H! T E4CT 04.15.16 CONSTRUCTION DOCUMENTS _ 08.04.16 CCD NO. 1 2 FLOOR PLAN - 2ND LEVEL - OVERALL PROJ. NO. H-15021.00 SHEET DRAWN DMC A 12o ■ 15 ■ 18 ■ 17 ■ 18 ■ 19 ■ 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 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 18 ■ 17 ■ 18 ■ 19 ■ 0 KEYNOTE LEGEND R ■ C ■ N ■ jsj!'O M t� ■ ■ K ■ i-� ■ G ■ F ■ �- ■ D ■ ■ B ■ r� A,pp M r 0 r� . \N>� ix i£i i }7 t 3 3` l i _ 5 q 1 3 £ 3 it i f if Iy \ _ gl..`}+i "as £ i £ a % - "� 5• i S s µ� µµ�� F �i, f f{ Ct T R N ROOM Al Al FLOOR PLAN - 2ND LEVEL - AREA 1 1/8" = 11-019 ,. . . .. _ " . _ . _ ...............__.__......_.._ ._._.._.._... 3 3£ E £ $ 4j i x , R&.'4­1 i �fY Y TT I, t I L t a jj Z\ jj{ r t E t � E I 7 1 ""'N / 5iv" £3 I i•?l3 w">;}� {-.�$� a �'" ice' �. 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I i FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION 4 E E ur„'tr nt ! �E j �;;¢��q W£°t �d E ��qq f ssI I E t 1}[E 3 £ 7(}$ Hunton t AT ARCH I T E C T S Yd '1 - i DATE SUBMISSION NO. L?: £ 1 I' 04,15.16 CONSTRUCTION DOCUMENTS -£. - 0804J(o CCD NO, 1 2 tf ��} I Y x: FLOOR PLAN - 2ND LEVEL - AREA 1 A15 FLOOR PLAN - 2ND LEVEL - AREA 3 PROJ. NO.H-15021.00 SHEET DRAWN DMC 1,811=11�11 Al 21 ■ 15 ■ 16 ■ 1= ■ 18 ■ 19 ■ 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 0 2 0 3 0 4 m 5 0 6 0 7 m 8 m 9 0 10 0 11 0 12 m 13 0 14 0 15 0 16 m 17 0 18 0 19 0 20 R 0 0 P m 0 m N m .. _ m �k _11 0 L 0 K .� 0 - i ( - ) 0 -1 H 0 G a I F m - , �Ij . E a D m C m B (0 m � .- �0 0 N ^ 1�6 — t 0 Z=1 , A , < >1 'a IT I 1- m C C .2-1 D 21 - Ja 2" I ." >_1 a 0 1� I , � . . : q . q . : I I . . . : � I . : I � I I ; � � . � I � q . I ; i . 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I : � - a � � � � ------- -- 111---] i __ � - 11 i :; � " � It- ,. � , '­­'\� I -1 'r, � I � ,6 1 1 I .: , , , '� lull P, i-1) o 1 i ) !I i'N, ,,,, , "Ir F " 11 � I.. � 'I - , _-, -a 1 1-1 . I 1 , P I � I � I 1 /\, I /\ I 11 ,c _Ii C IRV 5,"'I., — I � i I I � � I 1 � I I I . - -1 � I , I 4 I - � � e , , I m 2 m 3 m 4 0 5 m 6 m 7 0 8 m 9 m 10 0 11 0 12 0 13 m 14 \N U R HE � 16 T A T� I 0 11111, SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION li., ." \ , I I � � =--i , __- - _7 "I'�ll,�1-11���,��l��-�����.--,� --- � — 11---, 5 C CI R 'I' n I' -,- I - - � I � � ; a ARCH I T � - .__= rj I � ,- I i b I � I/ , "' : et"! �_ ..... � ................... /I I --j" , - , � , , , iilkl_�I,im� DATE - SUBMISSION NO. 11�1 I / H, /I I // , � '. '! . , I � , i �� . I I 04.15.16 CONSTRUCTION DOCUMENTS . ,-- � __ , 't ep, - X/ // I � � � - �.1 i �. , j � ; ­11--­ �­­_____ z ,i 11, 08,04.16 — CCD NO. 1 2 i I ..... .. Y .� � / I I 'j" ' - I I . i ILI ' .3# // I I ; � I . � . � ; f I I , � ; I 1� I , , � , , 11� - �1_ 1' , 1­4� 6 11) I i. I �, � , U, , N � , � 4 � �-I I � X� . , "I'll --- Z,_=1__=_­11____ r ; I ---- - __ ___ -1- ------ tUll I ! 4", ...... * , S F 0 # / I �I . . I I I I . . i I . I � . . . � . : i . . I : I i A 11 ____- — — — ! : : I ; i ; . . I i I DIMENSION PLAN - 2ND LEVEL - AREA I - A15 FLOOR PLAN - 2ND LEVEL - AREA 3 PROJ. NO. H-15021.00 . SHEET DRAWN PMC A121 D1111111111111111111 1/8" = 1 I -Off I 0 15 0 16 a 17 m 18 m 19 m 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 N 2 E 3 E 4 N 5 0 6 N 7 M 8 E 9 E 10 E 11 0 12 E 13 N 14 N i5 0 16 0 17 0 18 E 19 N 20 R ■ ■ 0 N M ■ E K H 0 G ■ ■ D N C 0 B ■ ZD C Z 4 -`J GENERAL NOTES Al FLOOR PLAN - 2ND LEVEL - AREA 2 118'1 = 11-011 1 1 0 2 0 3 0 4 N 5 N 6 0 7 0 8 0 9 0 10 0 1.1 N 12 a 13 N 14 0,185 existing window to remain NOTE 5: 1. CONTRACTOR TO VERIFY EXISTING PATIENT ROOM WALLS TO REMAIN MEET OR EXCEED AN STC RATING AS NOTED 5Y WALL TYPE, 2. ALL WALL TYPES ARE 15, UNLESS OTHERWISE NOTED. IA 1". 0 0 N- 1. M AFJI 6 73 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Huntu-n WK*3 A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO, 1 2 FLOOR PLAN - 2ND LEVEL - AREA 2 PROD. NO. H-15021.00 SHEET DRAWN DMC A122� 0 15 0 16 0 17 0 18 0 19 0 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 AAC001 744 1 ■ 2 ■ 3 ■ 4 ■ 6 ■ 6 ■ 7 ■ 8 ■ 0 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 16 ■ 16 ■ 17 ■ 13 ■ 19 ■ 20 R ■ P ■ O ■ N ■ ■ L ■ K ■ 1 ■ ■ G ■ 'j, E ■ D ■ C ■ ■ N 2 m Al 1/8" = 19-0" DIMENSION PLAN - 2ND LEVEL - AREA 2 I SEAL 000 R16073s ng Vs. ED EXPANSION & ORTHO RENOVATION Brady DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD N0, 1 2 DIMENSION PLAN - 2ND LEVEL - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DMC A122D E ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ c ■ 10 ■ 11 ■ 1 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 ■ 2 ■ 3 ■ 4 ■ 9 ■ 8 ■ 7 ■ 8 ■ 9 ■ 10 ■ 1'1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ ■ L ■ K ■ J H ■ G ■ ■ C ■ ■ A is CL t 0 .1 Al 1" = 20'-0" FLOOR PLAN - 3RD LEVEL OVERALL 1 ■ 2 ■ 3 ■ 4 ■ 8 ■ 8 ■ r ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 SEAL F e xm n,as' f 'w may<6013 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION ' Brady DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD N0, 1 2 FLOOR PLAN - 3RD LEVEL - OVERALL PROD. NO. H-15021.00 SHEET DRAWN Author ■ 15 ■ 18 ■ 17 ■ 18 ■ 19, ■ 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 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 110 ■ I ■ 12 ■ 13 ■ 14 ■ 15 ■ is ■ 17 ■ 18 ■ 19 ■ .cif KEYNOTE LEGEND R Iwo ■ ■ N M ,ems, ■ L ■ K ■ ■ G ■ F: ■ E ■ D B A �m D .2, 23 f� 0152 00.A01 modified bituminous roofing 0162 00.A01 metal coping 0162 00.M01 metal downspout 01 62 00.1*01 metal gutter 0162 00,002 precast concrete splash pads GENERAL NOTES 0.111 existing roofing to remain 0.361 existing steel structure to remain 0.453 existing roof drain to remain SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION • Brad Y ■ 2 ■ 3■ ■ ■ ■ ■ ■ ■ 10 12 ■ 13 14 ■ 5 ■ 16 ■ 17 ■ 18 ■ 19 ■ 2 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709IFax www.huntonbrady.com License AAC001744 1 0 2 N 3 0 4 0 5 N 6 IN 7 N 8 N 9 N 10 N 11 N 12 n 13 0 14 N 15 E 16 0 17 0 18 N 19 a 20 R P 0 0 N N ■ ■ 0 K wa ■ ■ N G ■ ■ ■ D ■ ■ B as 0 KEYNOTE LEGEND 03 05 05AOI underslab vapor barrier 0121 00.00I thermal batt insulation 0124 00A01 exterior insulation and finish system 015200,401 modified bituminous roofing 0162 0OA01 metal coping 06 44 13A02 hurricane resistant glazed aluminum curtain wall system OS 2116.501 metal stud OS 21 16.H01 gypsum board OIB 24 00,A02 stucco on metal lath OS SO 00A01 paint GENERAL NOTES rA 11 0 0 01 (02 0OA01 0.111 existing roofing to remain 0.185 existing window to remain OPP L14 0152 OOAOI 10152 00,401 A 0 H13 O.I95 existing stucco to remain 24 000---- 0.111 rA 24 . ....................... ... ........ 0,350 Structural Existing To Remain 1.013 ceiling 3,101 concrete slab on grade 3.501 cold formed metal studs 4-J 1/4 1 LU G111=ZIM —MM11 10nay. iF X < LU Z -5-0 -1) Z 0 74�� 0 U— Od 131 .41 L L-S 1311-41 X 0- 1311-41 3RD LEVEL q 3RD LEVEL 3RD LEVEL 141 Ll HI 242 24 242 =9 08 44 U Al El 24 24 Al 24 E2: �q A13 43 0.111 124 124 - 124-81 2ND L E VE L 2ND L E VE L EVEL Ak� 1 12-0 All! 112 \l 16T LEVEL 1ST LEVEL SLAB LEVEL SEAL G1 WALL SECTION G7 WALL SECTION G13 WALL SECTION 01 1/4" 1--0-- 1/411 11-010 1/4" 11-091 MAC tM 'z A -A. 16 0 7 3 4-k 64 ? 3RD LEVEL oCANNNDEZephyrhills RofuDA TQSPITAL F G Ag OS 21 Ill 0.185 ED EXPANSION & ORTHO RENOVATION 2 1/2, 1 013 21 I&JI501 Sim \I �41 0.111 rL ;*l 0.111 0.35 rA 5 241 SIM/ OPP rL ;NI \E41J 1/4, 1 012100, 1 12 4 2ND LEVEL A 124 2ND LEVEL L 124 'I 2ND LEVEL 124 LEVEL -n . ........ ...... L Sim unt 241 41 ARCHH ITECTS 1II 01240 T4 i PELVIC F14 241 DATE SUBMISSION NO. 0121 OO.COI EXAM 04.15.16 CONSTRUCTION DOCUMENTS F 1021 -t:J 05,10,16 ADDENDUM NO, I 08.04.16 CCD NO, 1 2 All 241 AIF,\ 112 Aj�\ 112 112 1-IT I IT 1ST LEVEL AllIWI 241 ................ ........... 7=---77! r=-- 77i 77� --771 7=- 77! c . ......... 77� 7=.— ............. IST LEVEL 1ST LEVEL 03 05 05.AOI 03 05 05AOI EXTERIOR WALL SECTIONS Al WALL SECTION A7 WALL SECTION A13 WALL SECTION A16 WALL SECTION PROD. NO. H-15021.00 SHEET DRAWN 5C 1/4" = 11-091 I = 11-0 1/1'-0" I I I 1/4" = 1111-011111 I 1/411 = 11 0" N'- 11 1 A31 3 IN 4 0 6 0 6 0 7 0 8 0 9 12 0 13 0 14 IN 15 17 IN 18 IN 19 ■ 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 I L II _.. 1� _.._I_1_ I'.I i III:II. I'I I.1 I I:J I li III 1 I I I. I... wl 1 ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ s 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R P ■ 0 ■ N M L ■ K ■ H ■ G ■ F ■ _ E ■ D ■ ■ �3a = %3 A. <„F M KEYNOTE LEGEND 06 10 00,A01 wood blocking 0121 00,C01 thermal bait insulation 01 25 00.501 fluid -applied membrane vapor retarder 0125 00,G01 self -adhering flexible flashing 01 62 00.501 metal flashing 01 62 00$03 metal sill flashing 01 92 @0,A01 sealant and backer rod 01 92 0O A02 sealant 08 44 13.AOI glazed aluminum curtain wall system 08 44 13,A02 hurricane resistant glazed aluminum curtain wall system 06 44 13,C06 extruded aluminum interior stool trim 09 21111 metal stud 09 21 16.H01 gypsum board 09 21111 exterior gypsum wall sheathing 09 24 00.AO2 stucco on metal lath 09 24 OOD02 casing bead 09 24 OO J01 spacer 09 21 i6,K01 0121 @O,c01 0.195 0125 00.501 3 1 F 0,101 RIGiD INSULATION 09 21 16.I-I01 f I k 0.101 15 LB FELT TO LAP OVER - 24 00,A02 5/8' I NEW FLUID APPLIED AIR BARRIER MEMBRANE 0.101 I 0125 00,C01 0,101 1 I 1301 0.801 09 21 16,H01 STRUCUTRAL STUDS 1 s' ° 0121 00.001 ' �, 06 10 @0.A01 _ , I 31 I 0125 @0,5 PI 09 24 00.J01 =1 01 92 00.A01 ? I 01 25 �G N 01 62 @0.501 Ix 0132400 .D02 m -; A 01 92 00,,401 --4-► 092116K01 GENERAL NOTES 4 Mi 0,101 existing to remain 09 24 00,A02 0.141 existing masonry to remain ,, ----- ---. ..------ry-_.•=� _ .d- w 1x F10 I � o I @6 I@ @@.A@1 @ 195 existing stucco t ai o remain 0,801 match existing FRT 1,301 align 1,302 shim as required 01 6200.501 1302 I I @1 62 00,501 3.311 concrete masonry unit 1302 I I 3316 grout fill 01 92 0@.A01 I I ; 01 92 @0,A@1 3.501 cold formed metal studs 3.506 cold formed metal hat channel furring i 08 44 13.A@2 SEAL 08 44 13A02 F, r 6 s F10 HEAD DETAIL F14 SECTION DETAIL a� �y mr ` s UAN -011 09 24 00.D02 All 77111 09 24 @0,A02 01 92 00.401 1 01250 @.5@1 01 62 00.501 01 92 00,A@1 @9 24 00,A02 @8 4413.C@6 1 I 1 08 44 13.A@2 u FLORIDA HOSPITAL 09 24 00,D02 01 92 00,A01 01 62 00,501 01 25 00,C01 01 92 @0.a01 A1@ 01 92 00,A01 LAYERS zephyrhill5 09 24 00.J01 2 LAYERS- BEHIND 244 08 44 3.A01 01 92 00.A01 -w PRESUERE CAP D I 40162 00.501 2 LAYERS 01 25 00,501 NOT BLOCK UJEEPS 1 �" 1 ED EXPANSION & ORTHO - - - -- 1064413, C06`\ ;4 RENOVATION - - - - 1302 n-,,. 0162 00.503 08 44 13,A 01 SETONABED ����:....► ,.� - 0� SEALANT 09 21111 ro ---- 01 92 @@.A0) 09 2116 .E �. - I - --- 3.506 Hunton i P T 09 21 16.H01 F , I 09 24 @@.D@2 01 21 00,C01 ;. ;, ,a. 01 25 00501 TO LAP OVER ARCHITECTS 31MIN. EXISTING 15 L5 i i• I 09 24 00.A02 3.501 , r FELT DATE SUBMISSION NO. F 1 @ 101 `xSTRUCTURAL PT ; ;a 04.15.16 CONSTRUCTION DOCUMENTS z 'x STUDS _ 08.04.16 CCD NO, 1 2 10125 00.501 nn F 1302 } 'I @1 25 @@.C@I ST UCUT A STU rJ R R L DI l 01 92 @0.A02 `z �, l 13@1 = " 3311 0,141 STRUCTURAL ST .. L 243 I 01 92 00,�401 ; , '" `, 0 1 21 @@ C@1 I @9 21 16K@) , i 0.801 . 5 L5 FELT 09 21 16,801 3 5/8' 01 21 @@,C01 , 01 25 @0.801 01 21 0@.001 01 92 @0.A02 ; I . .' ��� �.1�IRIGID INSULATION 1 EXTERIOR SECTION DETAILS ool 09 Z1 16,H01 09 21 16.H01 ' l 0,195 Al EXTERIOR PLAN DETAIL A5 SECTION DETAIL A10 HEAD DETAIL A14 SECTION DETAIL PROJ. NO. H-15021.00 SHEET 2 DRAWN 5C 6" = 1'-0" 6" = 1'-0" 6" = 1'-0" 3" = 1'-0" A2 ■ 2 ■ 3 ■ _' 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ i 1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 f -I 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 k :: r. , 1� v :Ifril ., _ 1 4 ill. 1. 1 I �. I I I I _1L1 1 I 1 II I ■ ■ 3 ■ 4 ■ ■ �s ■ ■ 8 ■ 1 g3 ■ 1 ■ 12 ■ ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Ll KEYNOTE LEGEND H1 I , 24 2 243 F14 05 50 OO E 05 brake metal 09 21 I(oK � 4,_0� 24 ., a 06 10 00,A0 wood blocking :. 5 -0 i 5'-9 3 3.501 0121 00.001 thermal bait insulation /4 ID1 24 00.J02 2 2 01 24 0O A01 exterior insulation and finish 1 1 1 1 1 1 I 08 60 @0,JID1 1 1 1 1 1 1 1 I @1 24 IDIDF01 system I I 2 Al 0 0124 00.501 finish coat 09 21 16.H01 - I 01 92 00. , 02 I I I I I 0 I I I I I - a • _ _ - -_ - _- - _ - _ .........: I H1 24 I I 0124 00.CO1 base coat „- - I I I I I I I I I I A5 10124 OOD02 ,n - mesh I ' 01 24 00,D01 reinforcing .•,...-. 01 24 00NO3 I I I 24 _ 0124 00F01 r, ," __ 0.D02 IIII I I I I I I I 2 -- - - 01 24 @ 0124 00.D02 detail mesh _ r ' @1 24 00,A01 Al4 01 24 00F01 � 0 01 24 ID0F01 water -resistive barr coat I I Al 2 F1 24 a - 01 24 00.J02 _ , cavity drainage plane with 3.5ID1 vertical adhesive notched M 243 ; trowel configuration ■ -------- ----- -- --- -----� 0162 00B@1 0124 00NO3 drainage J track _ _ _ _ - B C 1.1ID6 �;ry I 01 25 00,A01 self -adhering sheet membrane 11/ g r" 01 92 @0,A02 2 _ vapor retarder 1302 01 25 00.BOl fluid -applied membrane vapor I ," pp p 0 08 11 00.R0i 01 92 0O A02 retarder :r - 0 6' • 0' I , 01 25 00,C01 self -adhering flexible flashing - - - - - - - - - ' ' 01 62 00.801 metal flashing 1.102 F14 F14 1,101 !: , 9 / E 24 24 ,: _� 01 91 00 A01 recom ressed foam ex ansio ■ 1,106 -- _-------_ joint seal J � . , ...�.... _._ ......._ _ < � - � _ 0 92 00.401 sealant and backer rod ........._>_..._:. ................:...... A5 0 A5 i - - - 01 92 00,A02 sealant 24 I I N I 24 , _ ._:......._ ._...._ ........._;. L_...._......_...._.._...__. 01 95 13.A01 floor to floor expansion joint N 1 HEAD DETAIL ------------------------ cover A14 A14 0195 13.801 wall to wall expansion joint 6" =cover 1'-0" DOOR 1009 a 24 0 24 01 92 00.A02 1/2, 09 21 16.K01 08 42 29,A02 automatic slidin ■ �r =r F9 241 ID1 62 00.801 hurricane -resistant entrance door assembly 09 21 16K01 0124 00,401 08 44 13,A02 hurricane resistant glazed EXISTING pO E aluminum curtain wall system �� 0124 00,401 08 11 00.R01 drip guard 08 60 00,J01 insulating hurricane resistant EXISTING laminated low E clear glass 0162 00801 I L7 EXTERIOR GLAZED OPENINGS L14 JAMB DETAIL @9 21 16,A01 gypsum board / metal stud interior partition - see 01 24 @@,BOI - - - - 09 21 16 H01 sum board 61'DOOR 1009 partition types gyp 01 24 00.p02 _ __... _... 09 21 16.HO2 fire -rated psum board 21 00.C@1 y x 09 21 I&J<01 exterior psum wall sheathing ID1 gy Y I . bead 0124 00.001 MATCH A ALIGN N01 corner " o ner 00 A01 stucco N 01 24 00.D01 AND G 09 24 WITH EXISTING 09 24 00.AO2 stucco on metal lath ■ 0124 00,E01 2.,...............09 24 00,8@1 metal lath 09 21 16.K01 09 24 OO D02 casing bead C14_....__.__. MATCH AND ALIGN 09 24 0@.J01 spacer - . WITH EXISTING 0124 00F01 TIN = F13 10124 00.D01 �,. ,. .m .,... �,.w . , Y z 1 '� G I ,.. ... I ..; _ ��� �� XiST N -, i 01 62 00,801 �r �'' _ E GENERAL NOTES v , e membrane flashing t ;• existing sonr o remain . .. ,�`f�' � 0113 existing r ne ng EXISTING STRUCTURAL STUD ., 3.501 : _-:i t v remain FRAMING REINFORCE TO MEET ::;, - ;: 0.190 ti g To Architectural Exis n STRUCTURAL REQUIREMENTS - r 09 21 16,A01 ry a @9 21 16,K01 - A� '2 Remain Finishes PRE -BACK -WRAP 01 24 00,401 p' g r; EXISTING o remain TYPICAL .._%:::........{_._...__. _ ';:; ID2 shimasrequired t , 09 21 16,H02.M �, - - - see Door Schedule for door , . i l I 01 92 OID,A 01 1101 INK ' type I/4' DRAINAGE GAP - -- _ _-_ _ -- - - 1.102 09 24 @0.p 02 09 21 16N01 -__ U SIGN NUMBER U425 __................_.-..... L DESIGN _..................;. r_ - u.° � see Door Schedule Frame 1 .. -: a lazed eni es ___;......I-._...... __» for glass 0124 0@D01 01 92 00.A02 3,501 1,106 groutframe solid with mortar , - -- - 4. ID5 50 0@.E 05 I '- a 0,190 3,501 cold formed metal studs TO MATCH ALUMINUM f 0 01 25 00,5011= ■ SLIDING DOOR FiNISH E 1.302 I : ° 01 25 ID0.A01 2� 4' 01 92 00.A01 E I 09 24 00,A02 -EXISTING E IFS 2 LAYERS I ® I TO REMAIN ' OPP I I 09 24 00,D02 01 24 ID0,A01 G Al MATCH EXISTING 01 24 00A01 G 01 24 @0F@1 251 NOTE: SEAL 01 92 00,A01 a ALL EXTERIOR WALL PROFILES 08 42 29,A02 ID1 92 00,A02 - - - - AND TRIMS TO MATCH 4 ALIGN O 2 LAYERS 0124 00,801 WITH EXISTING' ■ ■ I IDS 44 13,A02 �•" " d` EXTERIOR PLAN DETAIL 7 PLAN DETAIL F 13 PLAN DETAIL a 16 � 73 R F1 F a'°a5 C C� ry N s �= 6" = 1'-0" HURRICANE RESISTANT SLIDER JAMB DETAIL 3" = 1'-0" 6" = 1'-0" EXISTING TO NEW EIFS TIE IN A ■ N RoRiDA HOSPITAL 3.501 Zephyrhills E OS 21 16,K01 09 24 00.D@2 08 44 13,A02 08 44 13,AO2 ED EXPANSION & ORTHO 01 91 00.401 SEALANT AT BOTH ENDS 01 92 00.A02 RENOVATION 01 92 00.AID1 - - 09 24 OO.A@2 ■ F.R.T. 06 10 00.A01 Al �..........»....... a } 01 92 0O A02 251 I 01 25 00-BOI 01 92 @@.A01 01 92 0O A02 09 21 16,A01 I I 09 21 16,K01 ffi BEHIND PRESURE CAP ID9 24 00.D02 8 3/4' 09 21 16.H01 01 62 00.801 3,501 = I Hunton . r► a _ _ 01 25 00,801 @1 21 00,C01 - 01 21 00,C01 - 09 24 00.D02 d ■ - �ICHiTETS cA _ r _ _ _ _ , , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r, 01 92 00,A01 d7777777777 I; C C I. I.SUBMISSION N } q d 09 24 @0,p02 _ DATE O. a ° � e ° 0162 IDIDQ}01 .V 04.15,16 CONST UCTION OCUMENTS R D -w a e ° \ _ _ M W 'I a d d - - - - - - - - - - . ' ....F a <_ _ � �� , ... . 05.10.16 ADDENDUM NO. I __ i , I- I 2 09 4 O0,AID1 . - - -- a 111110 111110 INN) 08 416 CCDO 1 2 ,ID D Al......:... . i a i i 09 24 00,801 I I 251 09 24 ID 01 -. 1-14 243 p E J . , , v " I 0.113 ' 0125 00,C01 J f BELOW EXTERIOR PLAN DETAILS AND ID1 62 00.801 012500.501 01 95 13.A01 � 09 24 0@,A02 BELOW ALIGN EXTERIOR GLAZED OPENINGS Al PLAN DETAIL A7 PLAN DETAIL A13 PLAN DETAIL AT EXPANSION JOINT PROJ. NO. H-15021.00 SHEET DRAWN DMC 6" = 1'-0" 6" - 1'-0" 1 1/2" - 1'-019 1 ■ 2 ■ 8 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 16 ■ 13 ■ 17 ■ 18 ■ 19 ■ 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 R P 0 0 E N M L K J H G F 0 E C E B A M I -;Al T-111IT'n I Fllllll!,� PI!, III prpl I 11mi"fir" Imil 11141 wilill, I,' 1 11 IVI Q11IjIjlJj1 022.1l IJjj;f 11 11j,l: I 1 1, Z 3 4 6 7 0 6 0 9 12 0 13 0 14 0 15 16 17 18 i9 20 13 3/41 KEYNOTE LEGEND 101 �2 00,401 Ill _.- __ I I L5 0152 00A01 P14 242 24 'NA 3 11 I-S 03 05 05AO1 underslab vapor barrier X// 5 01 (02 00A01 0305051501 seam tape IM FE, 01 (02 00pol 05 50 00A01 steel angle 3.311) 1 05 50 OO.COI steel ladder 01 (02 00.Mol \624:V _r-T-77 05 50 OO.CO2 steel flat bar side rail with holes to receive rungs SEE CEILING 4242,J 11-41 PLAN ..... ..... .. .. 05 50 OO.CO3 steel round bar rung 05 50 00.004 steel flat bar wall bracket V 3RD LEVEL DLEVEL A EXISTING 0 �0 �16 M2�00 M �01 016 X\ >�/ . / 3.104 05 50 OO.CO5 steel angle floor bracket 3.431 05 50 OOFOI metal plank grating EXISTING 3.104 . . ....... ELEVATOR HOIST P LU 142010.502 05 50 00.G0I expansion anchor I I T4 . . ............ 5EAM ILI 11 0111 13AOI bentonite Panel JA 20 10001 3,311 TYPE 1K CORRIDOR 111/4 ELEVATOR AR Airl 7 i"i I;Q, I waterproofing U 10 1 01 11 13F03 sealant tape 311 41311 0111 13,G02 water soluble tubing filled 0162 OOMOI with active granular material CD 0111 13.HO1 waterstop 0111 13�01 mechanical fastener 4� 01620 015200,401 modified bituminous roofing 0162 OO.AOI metal coping 0 OjL 124 Ak� 12 4 0162 OO.MOI metal downspout �W LtYtL --r dNL) Lt:Yt:L 01 62 OO.PO1 metal gutter 1/4, 1,-Ill 01 (02 00,1001 0 01 62 00.Q02 precast concrete splash L5 pads EXISTING 3,102 142010.502 h�clraullc service elevator EXISTING H1 ELEVATOR HEAD DETAIL 0152 OOAOI Hl 14 20 I0.00l elevator door N 14 20 10.001 A -011 311 elevator cab I q ELEVATOR TYPE 1K 3,101 50 00,C01 3.311 CAB SIDE EXISTING EXISTING 77 1.01 112 112 IST LEVEL Ll IST LE VE L J, 01 1113 01 :1 Ll - ------ . . ....... SLA5 LEVEL L (P SLA5 LEVEL rA 5"1 GENERAL NOTES — — — — -- — — — — — — — 7 W %%-00 1 1.301 align L L5 ELEVATOR SECTION L10 ELEVATOR SECTION L14 ELEVATOR PLAN 3RD LEVEL 3,051 concrete foundation 3,101 concrete slab on grade 7L:f —== -011 -019 3,102 concrete floor slab 1/411 -011 1/411 1/4" N 3,104 concrete roof slab LOBBY SIDE 3,161 c.lp. concrete elevator pit L10 3.1(0(0 c1p. concrete sump pit concrete masonr� unit K 3.431 steel beam 3,818 g rout 11-13/4' K1 ELEVATOR DOOR JAMB 03 05 05.AOI 5, - (o 1/2, 1 11:10 I/A.1 TOP SHEET 3,101 *UGH OPENINGI 311 11-011 14 20 1O.001 . ........ _10 ON sm gii, WR, 0, oil, 14 20 IO.DOI IN r 1"" N % 11- N8 3.311 M ON RE M Bit ELEV, ,s .......... .................... ..... . N RK R �,-P'11, in,lffi BR _0 "M (01 MIN. MM M, I "M ------------ 0111 13.HOI H 1�301 0`1 "W" !"IE 1,1111-111- N.,ma�o� z 1,1111, 11,101 P-111, lm���gIgigg 0919 - ---- -- TI PIZ OMNI "S Ing ng" I N] all FINISHED Bull ? FLOOR ELEVATION F03 05 5,401 SEE FINISH SCHEDULE mg "Pr"I llt 4" z RE 5ASE SHEET ppv,.=, F 011113 1110N G gg NOD SEAL _j R MIN N1 WRIOWAJ PP. iN 011 IN 113 A c*; U�R, M R R 0, VR 16 0, 7 3 F1 SECTION DETAIL F5 SECTION DETAIL F10 SECTION DETAIL F14 ELEVATOR PLAN - 2ND LEVEL 3" 11-011 1 311 11-011 3" 11-011 1/411 11-011 FLoRiDA HosPITAL ELEVATOR SUMP PIT Zephyrhills E 3/4, 5 3/4, 3,- 5 3/4, ED EXPANSION & ORTHO LIO 410 RENOVATION —AV A311 3.311 > 05 50 OO.CO4] )D 01 FT� ISBN! 3/8, x 2 1/2, < MIRMR& D r�N I SE SUMP PUMP MANUFACT. RE T < a t ns-, s 3.311 gl, -N OaN 0111 13,H01 D5 > . . .. .. z MILILLLM Huntun ;h .502 7 7 MIN', SEE SECTION I �L 1111-70 1 K `5 _1 1/2, x 2 1/2, I'm Q ELEV, L5 (P I -ON 05 50 00A01 IOEI 2 100 DATE SUBMISSION N ELEV. 01111 MACH, Fir, ROOM g ng, 0550 105 50 210 7r,01 F mg - 04.15.16 CONSTRUCTION DOCUMENTS z RIN 08,04,16 CCD NO, 1 2 ii�'moap 0, ""M Col 1420 IL_'N VNI q', wo pgi; r 18T LEVEL 1/6 11 In"111 1 011113,401 ng�,,F 5R, g"a F LU IN' r 3.1(01 LU IA Ilk ..... R_gi �1 -M-Mg- 10, g LU 'mg B k, LLI gol o oo.6651 N 3/8, x 31 x 31 110 el 3/8, X 31 x 31 0,01 01003 r 20R ` X S 1.01 NOTE (o ENLARGED ELEVATOR PLANS AND COORDINATE ELEVATOR SHAFT, ROUGH OPENING 4 PIT DIMENSIONS WITH PIT LEVEL ELEVATOR MANUFACTURER. SECTIONS A PROJ. NO. H-15021.00 SHEET Al SECTION DETAIL A3 SECTION DETAIL A5 SECTION DETAIL A10 SECTION DETAIL A14 ELEVATOR PLAN 1ST LEVEL DRAWN DMC 112" = 11-091 111 = 11-011 3%1 = V-0" 1 1/2" = V-0111 1/491=11-011 :A31 1 1 IM �IIIIIIIII�`�IIIIIIIIIIIIIIII���\�� 1 0 2 0 3 0 4 0 5 0 6 E 7 0 8 N 9 0 10 11 12 0 13 0 14 N 15 16 17 19 0 20 Copyright HuntonBrady rchitects 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 AAC001 744 R p ■ ■ ■ ■ ■ K ■ ■ 0 G F ■ AZI E ■ IN c m B ■ i. c 0 uopyrignt Huntont3rady ArCniteCtS F.A. All Kignts Reservea. bUU N. magnolia Ave., Suite buu, uriancio, F-ioricia 32bw (4U I) WU-Ubbb (4Ut) Wbl-1 IUU/1-aX www.nuntoniDraay.COM LlcenseAAt;uui t44 uopyrigni muniontsmay Arcnitecis r.A. /-mi rugnis reservea. ouu 1,4. imagnoiia Ave., .-)uae ow, unanao, rionaa ozow k4ut) o,5!j-u000 tow) tsars- i tuwrax www.nurltunL)r'auy.UO1TI License AMl.UUH1414 1 m 2 m 3 0 4 m 5 m I I III I III I I 1I I III I I I! 1 11 1 1 11 1111 1'1 6■ 7 0 8■9 0 40 1 ■ 11 ■ 12 0 13 ■ 14 0 15 0 16 ■ 17 ■ 18 0 19 0 20 Al 1/8's = 19-019 w� REFLECTED CEILING PLAN - 2ND LEVEL - AREA 1 CEILING LEGEND ------ 09 21 16POI gypsum board ceiling suspension system 09 51 ooAol suspended acoustical panel ceiling system 5.051 fire sprinkler head 6.011 suppl� air diffuser 71T J IJIlk �J qP ......... . ... ................. return a . ....... ... .......... ..... . . . ....... ..... T 051 fir grille ..... .. ........... -------- -- Fps, XA - — ----- - ------------ --- - = I ---- ...... ..... .......... ------ — --- - n', � . . . . . . . ......... --- 1IT --- ----------- -- - . ...... . .. ............ ... . ...... -------------- -------- -- - ----- r �41, R"; " r, g,�,A, �,I i I exhaust air grille k 0 Q ...... o"M I itA) E Z I �,N -RE r R fluorescent light . .. . ....... ------------ .. . .... ------ ------- -------- ---- fixture -- `Rq AJ L, (, R,` 'I AN, o� 1.102 downlfQht fixture 0 rt 71- ... .... .. . .... 4N T" GENERAL NOTES RE m PRE "'I"T 5-1[ ...... ... . .. q I C' �f A -N"." ..... ... . .. .. A -,-,,aim 1EIT -f Rlr s. ag, I ALL CEILINGS TO IBE 9I-01 UNO J, . ....... .... .. . ................... .. tman�>-,! T, 2. ALL SOFFITS OVER CASEWORK TO T-- -21 UNO E 11 3. COORDINATE ALL CEILING MOUNTED .... ....... ................ . . ...... ------ ------- - ------- .. ...... . ...... .w. . . . . ........ ........ . ..... . ............. I JI f"l-s ............. . I ]� I .... ... ... ... ..... ------ 7 .. ............. ....... . .. . ..... . . .......... . ..... -2-z" EQUIPMENT WITH VENDOR DRAWINGS IL-J L l I I I 1 7 1 0 2 3 4 0 5 0 6 0 m 8 0 9 0 10 0 12 13 14 .......... ... .............. .............. SEAL h Ak 16' 7 3 ih- UN- N D ED EXPANSION & ORTHO RENOVATION m-rom Rigs :ARC H ITE CTS I IISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 06.04,116 CCD NO, I REFLECTED CEILING PLAN - 2ND LEVEL - AREA I PROJ. NO. H-1502190 SHEET DRAWN DMC A421 ■ 15 IN 16 m 17 0 is 0 19 0 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 AAC001 744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 19 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R P ■ O ■ N ■ m ■ L ■ K ■ ■ Ia ■ G ■ F ■ ■ O ■ C ■ B ■ �i A to w� m C D M 0 .1 CEILING LEGEND OS 21 16F01 gypsum board ceiling suspension system OS 51 00.A01 suspended acoustical panel ceiling system 5.051 fire sprinkler head 6.011 supply air diffuser 6.051 return air grille 6.101 exhaust air grille 1.101 fluorescent light fixture 1.102 downlight fixture 0 1. ALL CEILINGS TO BE 91-0' UNO 2. ALL SOFFITS OVER CASEWORK TO BE 1' - 2' UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION E 3 Hunton A R C H I T E C T S DATE SUBMISSION NO. Al REFLECTED CEILING PLAN - 2ND LEVEL - AREA 2 1/8" = 1'-0" _. ■ 10 ■ 1 `l ■ 12 ■ 13 ■ 14 ■ <W ■ ■ ■ ■ ■ ■� ■ 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 08.04.16 CCD NO, 1 2 REFLECTED CEILING PLAN - 2ND LEVEL - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DMC � I A422 ......j ■ 15 ■ 18 ■ 17 ■ 18 ■ 19 ■ 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 12 ■ 13 0 17 2 ■ 3 ■ 4 0 5 0 6 0 7 0 8 10 0 11 ■ 12 0 13 ■ 14 ■ 15 m 16 m 17 m 18 0 19 0 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 AAC001 744 1 ■ 2 ■ t. e :.. I I I 1 ..I II ! r II J __ _� I I I 1 II 1 I 1 1 _ __ I I 1 :I •3JI! 111. I'1 I I� 1 11RI�1 ft_411 4171 .�4�a9"p_ 11 11 II ID°,1111"11013T A 9d I d l I II N �. �IU ul l I _ I IIII I i I R ■ P ■ 0 ■ N ■ IV1 ■ ■ I ■ 0 G ■ ' P ■ E E ■ D ■ B ,w. IN M� T i� ; Jl 1/4" = 1'-0" ENLARGED CEILING PLAN 2 r, EI�1�■i ' K�rr,EE RIM :- O - �� . -MEN a o r, E1 INTERIOR ELEVATION 1/4" = 1'-0" 1223 BREAK E4 INTERIOR ELEVATION 1/4" = 1'-0" 1219 NURSE STATION (NOURISHMENT) I a � it NOTE: LAST TWO EXAM ROOMS AND TOILETS TO 5E BUILT OUT IN PHASE 2 J 10 ENLARGED FLOOR PLAN E8 INTERIOR ELEVATION 1/4" = 1'-0" 1219 NURSE STATION CORR 11C3 E12 INTERIOR ELEVATION 1/4" = 1'-0" 1203 EXAM CORR IYGI KEYNOTE LEGEND EQUIPMENT LEGEND 06 41 00.001 plastic laminate faced base 2xxxx-001 light, exam/procedure, single, cabinet ceiling 06 41 00.CO2 plastic laminate faced wall 25868-028 dispenser, soap, wall mtd cabinet 26084-014 dispenser, paper towel, surf 06 41 00.006 plastic laminate faced file mtd drawer 43108-110 dispenser, medication, host 06 410001 plastic laminate faced panel (main) 06 61 00.A01 solid surfacing 43111-000 dispenser, medication, single 09 21 16FO1 gypsum board ceiling column (4 doors) suspension system 44361-015 stand, iV, chrome 09 51 00,A01 suspended acoustical panel 45134-002 coffee maker, single cup ceiling system 46260.025 stand, ma9o, foot -operated 09 65 00.001 vinyl integral base 46622-000 printer, laser, multifunction 09 12 0OA04 tackable wall covering 54103-043 oven, microwave, countertop 10 26 O1.A01 rigid sheet wall protection 54414-018 stool, exam, cushion -seat 10 26 01.501 wall guard 54436-060 stretcher, procedure/recovery 10 51 0OA03 plastic -laminate -clad locker 54S42-046 refrigerator, domestic, it 52 23.AOI flat panel wall mount w/freezer 12 36 00.EO1 solid surfacing countertop 55002-000 stool, step, stackable 12 36 00.EO2 solid surfacing countertop with 56050-020 refrigerator, commercial, integral sink undercounter I �I 56621-001 cart, supp19, drawers GENERAL NOTES z 1.014 soffit 1.402 furniture allowance 1,101 see Door Schedule for door type 4.203 sink I 5.051 fire sprinkler head -- r. 6,011 suppl9 air diffuser CEILING LEGEND I ' ' �.v 6,051 return air grille _ I I 6,101 exhaust air grille ;1 I 1,101 fluorescent light fixture 09 21 16F01 gypsum board ceiling 1.102 downlight fixture suspension system -�" II I II II �I IO NURSE L g;�; 09 51 00.A01 suspended acoustical T STATION'S panel ceiling system _�l J 1225 5.051 fire sprinkler head A4 A512 j • 6,011 supply air diffuser — KC-01 6.051 return air grille 6.101 exhaust air grille E 1.101 fluorescent light 2 � fixture 1,102 downlight fixture 0 5'-5 1/2, GENERAL NOTES 1. ALL CEILINGS TO 5E 9'-0" UNO 2. ALL SOFFITS OVER CASEWORK TO 5BE 1'-2" UNO 4436-060 -s" 3. COORDINATE ALL CEILING MOUNTED INPRO METAL EQUIPMENT WiTH VENDOR DRAWINGS CAP TRIM L 10 26 01.A01 SEAL 0 0 0 o 0 00 KW-01�gi OF FPa CAREGIVER M X. as - oa SIDE �$tt s ZZ 1'-1011'-10° 09 65 00.001ryR�( x s Cell W " 10 26 01.501 X E15 INTERIOR ELEVATION 1/4" = 1'-0" 1203 EXAM Al INTERIOR ELEVATION A4 INTERIOR ELEVATION A8 INTERIOR ELEVATION Al2 INTERIOR ELEVATION A15 INTERIOR ELEVATION 1/4" =1'-0" 114" =1'-0" 1225 NURSE STATION (MEDS) 1/4" =1'-0" 1/4" = 1'-0" 1203 EXAM 1/4" =1'-0" 1203 EXAM FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E T 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO, 1 2 ENLARGED PLANS AND ELEVATIONS - EXAM ROOMS PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN OMC ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ ■ a ■ 1 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 3? ■ 18 ■ 19 ■ 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 I * II II y qI I, IIIIpNV 1 11 I •'.71: AI 7' I 'I ■ 2 ■ 3 ■ a ■ 5 ■ 6 ■ 7 10 ■ 11 ■ 12 ■ 13 ■ 14 15 ■ 16 ■ 17 ■ 8 ■ 19 ■ 2 ~' KEYNOTE LEGEND 06 41 OOBOI wood veneer faced base EQ '-3" CEILING LEGEND u � ui Cabinet 06 41 00 C01 aminate faced base � pas c q ,£ �= u ension to ,.< 1 � � : , s� _ I ». � 'A 1 � 06 41 ID@.C@2 lastic laminate faced wall a o a wr x I s O i cabinet ■ w , a 4 � F I d IN / ■ £ -' O O O _ 06 41 00•C06 aminate faced file i - _ w I IDS 51 00 A01 l 1 I y, ��<� � plastic �1 R � I N I F'� � t2 9 01 It �1 � a 7 1i, ' � � drawer suspended acoustics y s u I panel ceiling system AFFL �I _ L r 06 41 00,CIl plastic laminate faced panel E8 KC-@1 109 21 16F01 gypsum board ceiling I �� �I sus ension s stem P REGiST = �,�, p y o } J1 A513 J13 09 51 @0.A@I suspended acoustical panel 5.ID51 fire sprinkler head �� 1025 1 ceiling 1 -• ^•.� 21 6 M ;,, _ O O O O -7 g sy stem _�� 12 36 ID0EID1 solid surfacing countertop ■ _ ,,, O ' 3 � I 1 om Integral sink 12 36 OO.E@2 solid surfacing countertop with 6 .011 supply air diffuser is '..., , E E i9 aE 9' E IN GENERAL NOTES K y RL E .. : +,pro ,e - • R wuax,..rrx ay.. nexexaxa..c�w cunne•.sev .a:a.. x. . xaucw:a+ w:wuesse�settuasva.:a. .am.. u,�x 1.�ii.E a:a,,.,.a. .wawvae, ex.aa•..www .awa..ueau��wv,vxw.mmsx. x+ ,r„a..m.T a,a.v.uuencnwac�x�v.Y.axexue�. wuamva:., a a Zie 3 j E:, ommo. k 4.1 i E @ ....E •.. - ..,..rc .a»wmwuw aw.aw•nm: +awu ..,.<e.ronvww xiww. w . ?' .,..,. r<,.,..,..o....,..,... .. ,.. -. ..,.. ,. .. ws .,... .a :. ...... ".. C§aAYH?k... :` ,r:�e,a:,: :,8 _.m.^+..._.__....:a:.?n _. s+rwan. a: __. __, _.. ......, r.; __ w, ? �,��..����,,,�,,���,.�..�� �.r , ��. �,..� ..� _. 1.ID14 soffit __,_,,,, . ,. , . . , ���,,, , ,a .�� � �.a... ,..._� ,�� ,,r ,� s ,�-. r.� �..,. ��,,. �. .�--� �a .� :,:._. �.�... eturn air ilia 1 A _ :oor Schedule for door 6 31401 SLa .. � ��:. ,.,...,,_..,. n D E Ell", IRZEAW 02 1.� I °` see Door Schedule /Frame a I�tin R. fiti. „, Types / Glazed Opening Types 3 exhaust air grille t for glass 6.101 i f 5,051 fire sprinkler head 6.011 supply air diffuser N1 ENLARGED CEILING PLAN N6 ENLARGED CEILING PLAN N11 ENLARGED FLOOR PLAN 6051 return air grille 1,101 fluorescent light 6 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-011 1.101 fluorescent light fixture 1•102 downlight fixture ■ 7,102 downlight fixture 0 4'-4 112' 6'-3 1/2' A513 E15 EQUIPMENT LEGEND x KC-01 61 2xxxx-001 light, exam/procedure, single, GENERAL NOTES WRAP WALL WITH 1.014 2'-4, 2'-4" ceiling E6 CIRCULATION WF-01 1. ALL CEILINGS TO BE 9'-0' UNO 24811-032 ice machine, dispenser, nugget, 2 ALL SOFFITS OVER CASEWORK TO ■ 1IDID9 06 41 @0,CID2 countertop ■ j - �— \ 25868-028 dispenser, soap, wall mtd 3• BE ALL CEILING MOUNTED 26064-014 dis enser, a er towel, surf t' KC-ID1 - 12 36 @@EID1 p p p EQUIPMENT WiTH VENDOR DRAWINGS OPEN OPEN �, _ mtd m WORK U��� J6 A513 ®� a � �12 36 @ID.E@1 12 36 09)E@1 _ 43108-110 dispenser, medication, host AREA _ l _ _ I l (main) u u u ii N 53836-008 hamper, linen 101ID E1 1 - _ -- �, r 54266-042 scale, clinical, adult, digital, m OPEN OPEN L171" floor,TLT54436-060 stretcher, procedure/recovery - - I I ' 6' ' 6" 21-4' 21-4, '-1 1/2, 54681-002 waste can, bio-hazardous, 12gal _—__=- 2 -I 3 -5 1/2 -I -9 ID6 41 @0.C@1 _ 06 41 0@.006 5'-6' S'-6" 55421-012 scale, clinical, infant/pediatric, c digital K L--L c� l Ell AS A15 < ,I.IIIIII-I-6� E4 E4 6-i 67 56050-020 refrigerator, commercial, __._� E 61 6"i undercounter L14 N1 �; __ _ __ _ ®® ■ 251 A251 251 ■ 2 gg J1 ENLARGED FLOOR PLAN J6 INTERIOR ELEVATION J10 INTERIOR ELEVATION J13 INTERIOR ELEVATION 1/4" = 1'-0" 1010 WORK AREA 1/4" = 1'-0" 1/4" =1'-0" 1025 REGISTRATION 1/4" =1'-0" 1025 REGISTRATION 4 x ee�®o®■7 - 1.014 I TRIAGE, ° TRI I I _ 26084-014 i� = i .. 3 - ■ _ ■ 25868-028 - 2481�-@32 _ � ,, 2xxxx-001 Confirm ice Machin 1 I 442 , 5542�-ID12 F1 X 54266-042 I I - - - - - - - - 1.�ID1 ems' _ 43106-11ID r - n I _ 54436-@6@ G SEAL ■ '� E77" 2xxxx-0ID15383A 1A I A I A KG-IDi _ J ��< 1- `�„' Mu 1-0 2 26 26 L22 _ 7 56ID5ID -ID20 1.'101 E 11 sryh ,r�(0 E - �`. All A8 A15 1 10 8 a ® e®®®®® ®e®®®®®®® 5, i 1 FLORIDA HOSPITAL a Zephyhills E1 INTERIOR ELEVATION E6 INTERIOR ELEVATION E12 ENLARGED CEILING PLAN E16 ENLARGED FLOOR PLAN ED EXPANSION & ORTHO 1/4" = 1'-0" 1010 WORK AREA 1/4" = 1'-019 1 " =1' " 1/4" = 1'-0" RENOVATION D 2 2xxxx-0-0—l—) H u Ito n II II II II 2xxxx-ID01 54436-060 ARCH I T E C T S 26084-014 53836-@@S 55421-012 - P 25868-028 1M DATE SUBMISSION NO. 04,15.16 CONSTRUCTION DOCUMENTS o „- "' 08.04,16 CCD NO. 1 2 54681-002 ' ■ ,� Al 0 12 36 @0.E ID 2 _ ✓• II II II II ■ I I II 12 36 IDID.E01 11 AS All B A15 1 •�@2 106410 ID.001 61 67 B 6� 21-6' 21-6' ■ ENLARGED PLANS AND ELEVATIONS -TRIAGE, WORK AREA & REGISTRATION `' INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION PRAJ. NO. H-15ID21.00 SHEET AS Al2 A16 DRAWN DMC M 1/4" - 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" A513 >' ■2 ■ 4 ■ 4 ■ ■6 ■ 7 ■ 8 ■ ■ 10 ■ i,� ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 2,^ 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 LicYense AAC001744 0 1 ■ 2 ■ 3 I: ,, I i 1 i i I ,_ i I I I 1=11;!�NI•I1i111A11L�111HlWR111NV91R4m19�w1rminrceun11m�11r1wu1wi '��141 Nw �- r, ,19':; ,,. ;,.,:: rl, 1 _ I w i � m I ■ 4 ■ ■ 8 ■ ■ ■ ■ 1e ■ 11 ■12■ 13 4 ■15■a 17 ■ 1819 20 R ■ P ■ 0 ■ N ■ j M ■ L ■ K ■ ■ C ■ F ■ E IN D ■ �.J 9 3 w M 'D 5 0 .I ------, - --- -- - - - -- 1 II � 1 II II � it II n II II t ` it II � o 1 II - II � it II II II I I I I I , I I `tYPICAL WALL SHALL BE WRAPPED IN WF- 01, WITH SOLID SURFACE AS THE TOP CAP. DECORATIVE GLASS ABOVE - CsD-01. N1 INTERIOR ELEVATION 1/411= 1'-0" RESULTS WAITING -----, II I II 'B II �R II 1 II ,� II I L A ------------- II II II II II II II II II II II II II II I I I I ------- ------ II 11 0 II II II II II II II II II II II I I I I J1 INTERIOR ELEVATION 1/41'= 1'-019 RESULTS WAITING L A II „ II 11 ,1 I II 1j1 Ir I II 11 "1 II II II � I I I I ,,II I III, u 11 ,II ii n I V 4 ,--- T �I E1 INTERIOR ELEVATION 1/411= 1'-019 RESULTS WAITING (`) „ 1l 11 II " II II II fl II II II ,, 11 n ,III II II II II p II II , rl E4 INTERIOR ELEVATION 1/411= 11 -011 RESULTS WAITING A4 INTERIOR ELEVATION 1/411= 1'-011 OBSERVE CARE A J8 ENLARGED CEILING PLAN 1/4" = 1'-011 21-2' 12 36 00,EO2 4.203 SQ•05 E N 21.61 21401 06 41 00.001 06 41 00.C11 CP-01 CP-01 All AS 61 61 E8 INTERIOR ELEVATION 1/41'=1'-011 OBSERVE CARE TYR. 1.402 - - ; _r TYP. 1.402 KC-01-\ - - -- -- -- -- -- -- -- -EWIM YQ--E E E .W 1 I II 1 - ----- onl =1 •® Illy r`T N I � - - - - - � i I I I ! I N r---- -----.= 1 �I L J t I IIn �I-�-------� � , 4--s-,� ------ 2 L J4 -- --J �//X1711 I RESULTS WAITING r------ I I I 4515 r�------�-�� I I I I I 1162 `-- -es- 5 FF MI I KC-01- 4515 ,A4' `�,� I .�.. I 6 Ljj J, I I I _ E I N,1 _ �I �y i NI A515 J1 --E--- 11 III - - - - - - - III 7 E4 I I I I I I c I I I I YC --- 4_ p � 1 01 � � a -a I'I -� 10I 8 LLJ I � i, I I I i I I yea "� � 9LU sc LL aC"F:-- lull N N ® mll a E12 ENLARGED CEILING PLAN 11411= 1'-019 SECURE HOLD KEYNOTE LEGEND CEILING LEGEND 06 41 00.001 plastic laminate faced base cabinet 06 41 00.C@2 plastic laminate faced wall cabinet 06 4100.01 plastic laminate faced panel 0g 21 16F01 gypsum board ceiling suspension system 08 33 23.AO3 interior overhead coiling door 09 21 16F01 gypsum board ceiling suspension system 09 51 00A01 suspended acoustical panel 09 51 @@.A01 suspended acoustical panel ceiling system ceiling system 10 21 23.A@1 cubicle track 102601,401 rigid sheet wall protection 5.051 fire sprinkler head 12 36 00,E01 solid surfacing countertop 12 36 00.E02 solid surfacing countertop with Integral sink 6.011 supply air diffuser T GENERAL NOTES 6.051 return air grille 1.014 soffit 1.402 furniture allowance 1.101 see Door Schedule for door type T 6.101 exhaust air grille 1.102 see Door Schedule / Frame Types / Glazed opening Types for glass 1.101 fluorescent light 4202 lavatory (counter mounted) fixture 4.203 sink 5.051 fire sprinkler head 6.011 supply air diffuser 1.102 downlight fixture 6.051 return air grille a 6.101 exhaust air grille 1.101 fluorescent light fixture 1.102 downlight fixture GENERAL NOTES 1. ALL CEILINGS TO BE SI-01 UNO 2. ALL SOFFITS OVER CASEWORK TO BE 11-21 UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS EQUIPMENT LEGEND 22446-006 bracket, monitor, physiologic, wall mtd 25868-028 dispenser, soap, wall mtd 26064-014 dispenser, paper towel, surf mid 26364-053 dispenser, glove, triple box 44016-000 monitor, physiologic, bedside 44361-015 stand, iV, chrome 46260-025 stand, mayo, foot -operated 53836-006 hamper, linen 54414-018 stool, exam, cushion -seat 54436-060 stretcher, procedure/recovery 54681-002 waste can, bio-hazardous, l2gal 54688-015 waste can, open top, 23gal 1-S v21 jl i y{ - - yl -4626 c'' 44361-015 -06@ R, XAM 10 - - - �515 Al2IT ' '' 53836-008 ECURE rr = 54688-015 HOLD iA16 ����- 1 1148 54681-002 1 54414-018 SEAL I£ L IE r� sF F 'S ® } . .. 17, C _ 08 33 23.403 F cgs r VEa61 � ` i PAT 01LE n � 1 i 11�41 XX 1146 °� E16 ENLARGED FLOOR PLAN 1/41'= 1'-011 SECURE HOLD Co FLoRiDA Hose Zephyrhills ED EXPANSION & ORTHO RENOVATION E15 26364-053 61 22446 - 0@S I 1 A 1 1 I 1 Hunt n - 08 33 23.A@3 4 -6 1 2 - 2 -0 1.102 44016 - 000 1.@14 1@ 26 @1.401 1-6" 1 06 41 00.0O2 08 33 23.A03 A R C H I T E C T s KW-01 SEAMS SHALL BE Ea o CP-01 INSTALLED W/ VANDAL - RESISTANT CAULK - 26084-014 AV DATE SUBMISSION N0. �\� _A F= �`� � `v 25868-@28 � 04.15.16 CONSTRUCTION DOCUMENTS u u '� 05.10.16 ADDENDUM N0.1 1 5443-00 �_ @ sL 6 (- SQ-05 N 08.04.16 CCD N0.1 2 _ u 1 A ON v 06 41 @0.001 NOTE: CP-01 COILING DOOR NOT SHOWN A11 FOR CLARITY 61 A8 INTERIOR ELEVATION 1/411=1'-01' SECURE HOLD Al2 INTERIOR ELEVATION 1/4" =1'-011 SECURE HOLD 1 ■ 2 ■ 3 ■ 4 IN .a ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 A16 INTERIOR ELEVATION 1/411= 1'-011 SECURE HOLD ENLARGED PLANS AND ELEVATIONS - SECURE HOLD AND RESULTS WAITING PROJ. NO. H-15021.00 SHEET DRAWN DMC A515 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 R P 0 0 0 N M K ■ ■ F E N D N C ■ �51 A N 3 0 C 2 r 2 ■3■ 4 0 5 0 6 ■ 7 0 8 0 9 ■ 10 ■ 11 0 12 0 13 0 14 ■ 15 0 16 0 17 0 18 0 19 ■ 20 KEYNOTE LEGEND 06 41 00.0O2 plastic laminate faced wall CEILING LEGEND cabinet 06 41011 plastic laminate faced panel R O9 21 16F01 gypsumboard ceiling 09 21 16POI gypsum board ceiling suspension system suspension system KC-0 KC-01 OS 30 0OA03 porcelain tile I R A 1, Is 0 9 01, ilk RM F WE I i i m 7 R i e,, v. UE, REHM 5 MOM, 5T— — >1 \4 OS 51 00A01 suspended acoustical panel IT suspended acoustical 51 00Ai ceiling system fling qatem panel ceiling 10 28 TON01 10 26 01A01 rigid sheet wall protection 0 6 `-1 L ITI toilet tissue dispenser - 10 26 011 Jos 30 0g, V3 EXAM/11B Ise I OIL HOLE) surface mounted 25868-026 fire sprinkler head FLY\ 5.051 10 28 011 seat cover dispenser - surface 10 26 00.M01 ITI - Ile mounted 260 11 1 10 26 00.MO1 grab bar - wall mounted IC K K N K 1 1510 9 9 N, $11, VIM 9 1,101t,"s A 1WEV rl WON N '0101 30 )0,40." (0,011 sii air diffuser df ..... ...... .. . ... .. .. . ... . ............... . .. ......... 00, 10111, ff M IN R 4,201 10 28 OONOI framed mirror 10 28 00r-01 In .. .. ...... ... 12 36 OO.EO1 solid surfacing countertop TP-025 M- 12 36 00.EO2 solid surfacing countertop with 4208 Integral Sink OS30 J. 0 4 N4 TP-0213 7' IT TLT return air grille IF' 01 IF IF. ITI GENERAL NOTES Law I . . ... ...... ---- 0 1 0 1 9 d 1.014 $of fit exhaust air grille -h - 77 1,101 see Door Schedule for door type T7 TT 4201 lavator(wall hung) 4.203 sink N 4208 water closet (floor mounted) 1,101 fluorescent light 5,051 fire sprinkler head 0 fixture > 6,011 aii air diffuser ri (0051 return air grille ■ clownlieht fixture NURSE E 14 111 exhaust air grille 1,102 STATION Al 1,101 fluorescent light fixture 0 111@54516 1,102 downllght fixture M F A14 KC-02 GENERAL NOTES J� KC-02 1,10S pendant light fixture MEDS NOURISH 1 ALL CEILINGS TO BE 9'-01 11NO 2. ALL SOFFITS OVER CASEWORK TO T ir JT Y-, y -21 UNO 2 EQUIPMENT LEGEND BE 11 ■ W -,,I R MIN 0110 1 Am-, 9 an 9 BRA i MR, B R-110 MEN I W 6 ow I RM 1 4 OR r Iffiffil I R, 0 M57, R ME, - 41111,,1101 0 MOE R sm", E, E, VEN, 2 3. COORDINATE ALL CEILING MOUNTED I K — — K — — K — -028 dispenser, soap, wall mtd ---- -- 25868 EQUIPMENT WITH VENDOR DRAWINGS 26064-014 dispenser, paper towel, surf 2 mtd IDS 30 0OA03 JOS 30 00:,40�3 1028 DME FE HER. A 111 1 0=2 8 43108-110 SUPPLY dispenser, medication, host TP-05 TP-05 11411,p. M .......... j (main) ............ ... . ...... . ........ .. .... 102 43111-000 dispenser, medication single --------- - ----- KC-01 column (4 doors) ■ ... . ........... ....._ . .......... 45134-002 coffee maker, single cup V ---- - - - - - ------ 54103-043 oven, microwave, countertop . ........ . IT K K ri I N 541B42-04(o refrigerator, domestic, @9 1" MOEN 4 ONE' R Lk IM, .4 ='A'R I EM"MI R, I I awt, A -Two -7 URR"a F ,F'Rum, I'M �,"i WE �d WIN I ff,= M-A", K OWN i N Im I A N R MIRP I w/freezer K TP-025 TP-025 K 01 KC-01 56050-020 refrigerator, commercial, 2 undercounter INTERIOR ELEVATION J4 INTERIOR ELEVATION J8 ENLARGED CEILING PLAN J14 ENLARGED FLOOR PLAN 1141' V-i 1/4" = 11-011 1/411 = 11-01111 1/4" Viiiiii ■ 211-014 1.109 I J7�� V- ■ 12 36 00,E01 SEAL 'An F A k A 10 26 01 -1 N0) CA - .1 1 1 11 rz\-A U & [I 311-31L Ell 1.101 I -ON -01 (01 -11/2, 21 1111/2, 2 (01 .6 .21 - 01 -a rA 1-3'� \�tyi ■ FLORIDA HosPITAL Zephyrhills E El INTERIOR ELEVATION E8 INTERIOR ELEVATION E14 INTERIOR ELEVATION ED EXPANSION & ORTHO 1/411 = 11-011 114" = 11-0IN 1/41' = 11-011 RENOVATION ■ Ell rE D 1.014 1.014 3 1B H u ntO n �ilr .....541@3-043 ..... .. 06 41 00.0O2■ (45134-002 12 36 00.E ID2 -043 A R C H ITECT S X 26084-014 -0�6084�414� L_-7 ........... 2 5 8 & �8- 0 �28 = DATE SUBMISSION NO. F C,: 04,15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. I I C14 L CCD NO, F,- J 7 7/111 CA N 1 211. 2 F- 19 - --31 .31 06 41 00,Cll B 43108-110 -046 43111-000 E11 All AS AS All ENLARGED PLANS AND ELEVATIONS - NURSE STATION A Al INTERIOR ELEVATION A14 INTERIOR ELEVATION PROD. NO. H-15021.00 SHEET DRAWN DMC 11411 = 11-019 1105 NURSE STATION 1/411 = 19-019 1105 NURSE STATION (MEDS/NOUR) A516 1 0 2 E 3 N 4 0 5 N 6 0 7 N 8 0 9 E 10 12 ■ 13 M 14 0 15 0 16 0 17 E 18 N 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 LicenseAAC001744 NA G 0 0 0, -vr,xr�ON el-61 AFF. Al 1/411 = 11-011 E11 E15 61 61 3'-0' 2' -8' 11f 4' - 0' INTERIOR ELEVATION G7 I1 = 1'-011 ■ 8 ■ u.. ■ 10 ■ 1.1 ■ 12 Iowa wa 13'-10' A15 2 65 O -0ff s p p E 5' - S 1 4' 1 1/' ' 4'- S 11 3': 6' A15 65 r cd 140 777-77 7 lw� JQ _tt 3 E p t 3 � a I I t[6� - O 3i 3¥ _ r li E ..,.. 0-311 €$ E h...- C 'Ni 9111 13'-10' ENLARGED CEILING PLAN INTERIOR ELEVATION E15 r E11 61 61 4'-0' .3'-51/2, . 3'-0' 1. 1 m dN 1 M aN / A511 1 ■ 14 ■ >5 A511 D13 ... z E 2'-6' 6'-9' S'-1' -5114' i G12 ENLARGED FLOOR PLAN 1/411 = 11-0" A10 INTERIOR ELEVATION 1/411 = 1'-011 D13 INTERIOR ELEVATION 11411 = 1'-011 ■ 16 ■ 17 ■ 18 ■ 19 ■ ep 0 KEYNOTE LEGEND M 21 16F01 gypsum board ceiling CEILING LEGEND suspension system O9 21 16.P01 reveal molding 09 21 16F01 gypsum board ceiling O9 51 00.A01 suspended acoustical panel suspension system ceiling system 09 51 00.A01 suspended acoustical panel ceiling system GENERAL NOTES 5.051 fire sprinkler head 0.161 existing door and frame to remain 0.805 relocated from existing 1.301 align 5.051 fire sprinkler head 6.011 supply air diffuser 6.011 supply air diffuser 6.051 return air grille 6.101 exhaust air grille 1.101 fluorescent light fixture 6.051 return air grille 1.102 downlight fixture 6,101 exhaust air grille E EQUIPMENT LEGEND 1.101 fixturescent light 43106-110 dispenser, medication, host (main) 43111-000 dispenser, medication, single 1.102 downlight fixture column (4 doors) o 43111-028 dispenser, medication, auxillary (1drwr) GENERAL NOTES 1. ALL CEILINGS TO BE 9'-0' UNO 2. ALL SOFFITS OVER CASEWORK TO BE 1'-2' UNO 3• COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS SEAL .iuun.nv � <wwmw<aavo s � ' DNS VR 1 `�� m� A tk FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton 0 A R {TEN S 05,10.16 ADDENDUM NO.1 1 08.04.16 CCD N0, 1 2 ENLARGED PLANS AND ELEVATIONS - MAIN NURSE STATION - ADD ALTERNATE PROJ. NO. H-15021.00 SHEET DRAWN DMC A A51 E MEMOMMOM E ■ 2 ■ 3 ■ 4 ■ 6 ■ r' 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 -- i I I I I I I I 1 - -1 - I I I I - - -- __ _ I I 1 11 _ I I __ L I 1 11, 1 1 1 u 11 11 1, , 1 1 '1 111 11 i i ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 7 �8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 0 R P ■ C ■ N ■ L ■ i ■ ■ G ■ it ■ ti D C ■ B �i 2 v 0 N1 INTERIOR ELEVATION 1/4" = 1'-0" 2103 RECEPTION H1 INTERIOR ELEVATION 1/4" = 1'-0" 2103 RECEPTION I Q 1M1 D1 INTERIOR ELEVATION 1/4" = 1'-0" 2253 NOURISHMENT Al INTERIOR ELEVATION 1/4" = 19 -0" 2225 SOIL RM D4 INTERIOR ELEVATION 1/4" = 1'-0" 2223 NURSE STATION A4 INTERIOR ELEVATION 1/4" =1'-0" 2227 NURSE CHARTING CHART ALCM Al2 65 4' - 1/4' s 1 € wF �� NO' t F*}€+sea 33q xa�. ., , t c r i ,r �C A paz, a�,:�„ mp x a f :�.. .„.......__ ....Gi.s.. .,. � i �3 t aa o a ; „- NIN _ 1 i J'Al F `h _ 4 8 - A — +IG CV g Al2 H7 ENLARGED CEILING PLAN 1/4" = 1'-0" 2223 NURSE STATION 2 KEYNOTE LEGEND 06 41 00.001 plastic laminate faced base CEILING LEGEND cabinet 06 41 00.CO2 plastic laminate faced wall 09 21 16F01 gypsum board ceiling cabinet suspension system J 06 41 00.CO3 plastic laminate faced tall cabinet 06 41 00,Cll plastic laminate faced panel HIM_h09 51 00,A01 suspended acoustical 09 21 i6F01 gypsum board ceiling panel ceiling system II IN suspension system 09 51 0O A01 suspended acoustical panel ceiling system 10 26 011103 corner guard 5.051 fire sprinkler head ----- 12 36 00,E01 solid surfacing countertop A4 A521 12 36 00.E02 solid surfacing countertop with Integral sink 12 36 00.EO5 solid surfacing 6.011 supply air diffuser ®� g panel gR trm II III K' GENERAL NOTES II III - P 6.051 return air grille 0.191 existing partition to remain 104 soffit 1.101 see Door Schedule for door type 6,101 exhaust air grille 4.201 lavatory (wall hung) 4,203 sink 4.212 clinical sink (floor mounted) 5,051 fire sprinkler head 1.101 fluorescent light 6,011 supply air diffuser fixture 6.051 return air grille 6.101 exhaust air grille 1.101 fluorescent light fixture 1,102 downlight fixture 1.102 downlight fixture o CsENERAL NOTES EQUIPMENT LEGEND 1. ALL CEILINGS TO BE 9'-0' UNO 24811-032 ice machine, dispenser, nugget, 2. ALL SOFFITS OVER CASEWORK TO countertop BE 1'-2' UNO 25868-028 dispenser, soap, wall mtd 3. COORDINATE ALL CEILING MOUNTED 26084-014 dispenser, paper towel, surf EQUIPMENT WiTH VENDOR DRAWINGS 43108-110 dispenser, medication, host (main) __. 43111-000 dispenser, medication, single column (4 doors) i i 46822-000 printer, laser, multifunction 54103-043 oven, microwave, countertop 54942-046 refrigerator, domestic, w/freezer le 55831-015 cart, utility, wire 56050-020 refrigerator, commercial, E undercounter SEAL >: ID c 11 61 61 Q 4'-6' 6'-6' 2'-6' 2'-6' a'-8' FLORIDA HOSPITAL 6' 2 Zephyrhills ED EXPANSION & ORTHO D8 INTERIOR ELEVATION D12 INTERIOR ELEVATION D15 INTERIOR ELEVATION RENOVATION Hunton i ' 1/4" = V-0" 2223 NURSE STATION 1/4" = 1'-0" 2223 NURSE STATION/DICTATION AREA 1/4" = V-0" 2223 NURSE STATION E15 61 1,014 '-6" 2'-6' 2'-6' 1' 1,014 A R C H I T E C T S 06 41 00.CO2 I 26084-014 25868-028 `" rI +' - �. _ �� - - �� / 43108-110 IL _ _ _ JI� II 43111-000 DATE SUBMISSION NO. - - - - - FF__'___`_'___39 fF__'_____'___� I' 43111- 000 1 1 12 36 00.E 02 III -, iII 04.15.16 CONSTRUCTION DOCUMENTS 12 36 0 II II II _______- ___=_=_=_1=_=_IIIIIIII 5583 IIIIII IIIII 1 � ,- I 05,10,16 ADDENDUM N0,1 10E02 {i _ t — —o— 1 Iu74-T-W I L 08,04,16 CCD NO. 1 2 u u - II I I ru'rin I4203 2'- ' '-2' 2'-1 " 06 41 00.001 7. 1.101 A11 A8 A8 INTERIOR ELEVATION 1/4" = 1'-0" 2222 CLEAN/MEDS Al2 INTERIOR ELEVATION 1/4" =1'-0" 2222 CLEAN/MEDS A15 INTERIOR ELEVATION 1/4" =1'-0" 2222 CLEAN/MEDS ENLARGED PLANS AND ELEVATIONS - 2ND LEVEL RECEPTION AND NURSE STATION PROJ. NO. H-15021.00 SHEET DRAWN DMC ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 115 ■ 16 ■ 17 ■ 18 ■ 19 ■ 0 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AAC001744 ■ ■ 3 ■ 4 ■ 5 ■ 6 ■ ■ ■ 9 ■ 10 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 20 R ■ P ■ 0 ■ N 1 ■ L ■ K ■ ■ G ■ F ■ F. ■ O ■ C ■ 4f� A r M M Z rF N1 INTERIOR ELEVATION 1/4" = 1'-0" 2233 PAT RM 1.132 N4 INTERIOR ELEVATION 1/4" = 11 -0" 2233 PAT RM 4'-0' 8.010 4xxxx-000 09 91 23,401 PA-01 JL__JL II ` S E D 0 � � 2' J1 INTERIOR ELEVATION 1/4" = 1'-0" 2233 PAT RM METAL TRIM, TYP, 1.124 AT ALL EXPOSED EDGES 12 36 00,E 01 06 41 00,402 CP-01 1,402 10 26 01,401 M KW-01 FAMILY SIDE 21111-& I, Al_'11 ( BED J4 INTERIOR ELEVATION 1/4" = 1'-0" 2233 PAT RM PARENT WALL CARE GIVER SiDE J9 ENLARGED CEILING PLAN 1/4" = 1'-0" 2233 PATIENT ROOM J13 ENLARGED FLOOR PLAN 1/4" = 1'-0" 2233 PATIENT ROOM KEYNOTE LEGEND CEILING LEGEND 06 41 0O.A02 plastic laminate 06 41 00.001 plastic laminate faced base cabinet 06 41 00.CO3 plastic laminate faced tall cabinet 09 21 16F01 gypsum board ceiling suspension system 06 41 00.C11 plastic laminate faced panel 09 21 16F01 gypsum board ceiling suspension system 09 51 00.A01 suspended acoustical panel 09 51 0O A01 suspended acoustical panel ceiling system ceiling system 09 91 23.AOI interior paint 10 21 23.AO2 cubicle curtain fabric 5.051 fire sprinkler head 10 26 01.A01 rigid sheet wall protection 10 26 01.501 wall guard 6,011 supply air diffuser 10 28 00.N01 framed mirror 12 36 00.EO1 solid surfacing countertop 12 36 00.E02 solid surfacing countertop with integral sink 6.051 return air grille GENERAL NOTES 0.185 existing window to remain 1.124 markerboard (n.i.c.) 1,132 television (n.i.c.) 6.101 exhaust air grille 1.402 furniture allowance 1,101 fluorescent light 1.101 see Door Schedule for door type fixture 1,102 see Door Schedule / Frame Types / Glazed Opening Types for glass 4.201 lavatory (wall hung) 4.203 sink ° 1.102 downlight fixture 5.051 fire sprinkler head GENERAL NOTES 6,011 supply air diffuser 6.051 return air grille 6.101 exhaust air grille 1.101 fluorescent light fixture 1.102 downlight fixture 8.010 see technology drawings for type and size 1. ALL CEILINGS TO BE 9'-0' UNO 2, ALL SOFFITS OVER CASEWORK TO BE 1'-2' UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WiTH VENDOR DRAWINGS EQUIPMENT LEGEND 4xxxx-000 lift, patient, ceiling, 1 bed 25868-028 dispenser, soap, wall mtd 25813-024 board, white, dry erase 26418-029 bracket, TV, wall, flat panel 43422-001 bed, electric 44361-015 stand, IV, chrome 51954-000 television, 46-411n, flat panel S 3 i ' O O, ,. 06 41 00.C11 41_01 2 3 06 41 00.C11 ____ _.._.____. _- -------- 5'- 4,201 9" ' E ®a 10 28 00N01 �` i 1,101 N �� am o o DEVICES VI CE S 'f 25868-028 12 36 00E01 € SEAL 1€I E$ OF Ern 0 0 0 - b 06 41 00.0 a ... - 3 ^ b. Epp 4 201JA g 4' 01 CARE GIVER SIDE10 26 43422-001 a �r A 73 a r'- FLORIDA HOSPITAL zephyrhills E8 INTERIOR ELEVATION E12 INTERIOR ELEVATION E15 ENLARGED CEILING PLAN ED EXPANSION & ORTHO 1/4" = 1'-0" 2247 PATIENT RM 1/4" = 1'-0" 2247 PATIENT RM 114" = V-0" 2247 PATIENT RM RENOVATION 44361- 015 1.402 25813-024 . m 24'Wx48'H 5'-8' 3'-9 1/4' 1.402 � �, L-I --JI � �' ' I � Hunton � • 10 21 23.A02 I 1 I� FAM I Y II ZONE 26418-029 43422-001 JS ARCH 1TECTS ra �� 1.10Z 1.402 Al2 51954-000 _ , u I 12 36 00.E 01 i 12 36 00.E01 11 '� - _ _ III i iiLu....... DATE SUBMISSION NO. WALL ART E D III _w ___ N� e 0 0 , I I � I � I i E12 04.15.16 CONSTRUCTION DOCUMENTS CARE 08.04.16 CCD NO, 1 2 - ' �����YER f LL ? _ M ZOON NE" n1 10'-10 1/2' 31.0' 1.402 TLT 2246 i'AT RM U` ENLARGED PLANS AND 7\ Al2 ELEVATIONS - PATIENT ROOMS A8 INTERIOR ELEVATION Al2 INTERIOR ELEVATION A15 ENLARGED FLOOR PLAN PROJ. NO. H-15021.00 SHEET DRAWN DMC 1/4" = 11-0" 2247 PATIENT RM 1/4" =1--0" 2247 PATIENT RM 1/4" = 11-0" 2247 PATIENT RM A522 1 ■ 2 ■ 3 IN 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 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 0 2 0 3 0 4 0 5 N 6 0 7 N 8 N 9 N 10 N I'l, n 12 N 13 0 14 0 15 0 16 0 17 0 18 N 19 N 20 KEYNOTE LEGEND 06 41 0OA02 plastic laminate 06 41 00.001 plastic laminate faced bass cabinet 06 41 00,CO2 plastic laminate faced wall cabinet 06 41 00.0O3 plastic laminate faced tall cabinet OS 91 23A0Interior paint -TO L E T 10 21 23.A01 cubicle track 2 _4 M'ULL-T PUOPOSE 10 26 OIA01 rigid sheet wall protection 10 26 01.501 wall guard p, 10 28 00N0I framed mirror 2&_ so surfacing countertop 12 36 0OB02 solid surfacing countertop with Integral sink 4" .............. A ,412 T Y P SI-01 AFF. GENERAL NOTES 1,014 soffit 1.301 align L 1.402 furniture allowance I I I all = IN ® I111 1,101 see Door Schedule for door type PAT RMV 1.102 see poor Schedule Frame Types Glazed Opening types for glass Nl ENLARGED FLOOR PLAN N4 ENLARGED CEILING PLAN 22 TLT 4.201 lavator� (wall hung) 2211 (P ohm 9 z N N" P 406, - EQUIPMENT LEGEND 1/4" -011 2229 PATIENT RM TOILET 1/411 11-011 2229 PATIENT RM TOILET 22446-008 bracket, monitor, physiologic, E 15 III II Ell _'IFT 10 21 23,AOI V f:A CIA ao A wall mtcl 25813-024 board, white, dry erase 26415-02ci bracket, TV, wall, flat panel LIN TI 43422-001 bed, electric ZONE !Al 44016-000 monitor, physiologic, bedside n Tn 11' x JIN 44361-015 stand, IV, chrome 45134-002 coffee maker, single cup IL- 61-01 APF 54103-043 oven, microwave, countertop - - - - - - - - - - 54942-046 refrigerator, domestic, FAMILY\ ------ 'I w/f reezer .. ..... .. ....... 3' ZONE T 51954-000 television, 46-411n, flat panel 43422-001 P>7 7K... O 0 ........ .... .......... 1.402 ja 52 WALL DEVICE LEGEND: J8 CASEWORK PLAN ill ENLARGED FLOOR PLAN J15 ENLARGED CEILING PLAN E a DUPLEX or QUAD STANDARD POWER Em z- DUPLEX or QUAD EMERGENCY POWER D = DATA 3/411 11-011 1/411 = 11-011 2212 TYPICAL PATIENT ROOM 1/4'1 = 11-019 2212 PATIENT ROOM 5 = WALL LIGHT SWITCH 0 = OXYGEN A AIR V = VACUUM SL = SLIDE (SUCTION CANISTER) WP = WALL PHONE NC NURSE CALL (26416-02S C5x CODE SLUE 51954 _ 000 3 5C.- IBED CONNECTION (31 PIN) WALL ART Fl 0-2 6-0-0 N-0-1 ABBREVIATIONS ED 1,101 MGO MEDICAL GAS OUTLETS A jj� JL_ Ir- - --Fft 41 00,C031 SEAL 12 36 PLE01 J-- -�iI III 24, Wx48'H ED iv F_ z� H /e \w. IF N' A j .21 21 M zzzz:j "311-31"L-i 1/2t 3 J4 FLORIDA611 HOSPITAL Zephyrhills Ell INTERIOR ELEVATION E15 INTERIOR ELEVATION ED EXPANSION & ORTHO 1/411 = 1'-0-- TYPICAL PATIENT ROOM 1/41' 17-0-7 TYPICAL PATIENT ROOM RENOVATION 4 09 PA-01 (22446-00844016 �1 2 -000 (01 Aoft� u n tUl 1 21. 1 1.01 106 41 00,CO3 -113/81 31-21 MGO 1,102 1.014 METAL TRIM, TYP. 06 41 AT ALL EXPOSED 11511P'1516% 4�4' EDGES A R C H I T E C T S 54103-0�4:�3 _00,CO2 D 4100,4021 1 III 5 4 S 4 2 - 0_4_&_)--­ I U'Z 45134-002 CF-01 PS E ........... 12 36 00E01 DATE SUBMISSION NO. 12 36 00.E02 12 36 00.E 02 �-A SL DEVICES 10 26 OI.AO1 . . . .......... 04.15.16 CONSTRUCTION DOCUMENTS ® CCD NO. I 08.04.16 KW-01 E Iiiirn HE] H BC E111 - 1 ;4 C q 1 -1 Cq --- V7 r j j 06 4100 C01\�All A 8 ±i61 01 41 OO.CO1 OR 3 06 41 OIa.c01 10 26 2i''50Li 01 21401 21.61 CARE GIVER SIDE q- 5ED 43422-001 \A ENLARGED PLANS AND ELEVATIONS - PATIENT ROOMS A4 INTERIOR ELEVATION A8 INTERIOR ELEVATION Al 1 INTERIOR ELEVATION A15 INTERIOR ELEVATION PROJ. NO. H-1502120 SHEET DRAWN DMC AT23 1/411=1'-O" 2204 MULTIPURPOSE ROOM 1/41' = 11-011 2202 STAFF LOUNGE 1/4" = V-0" TYPICAL PATIENT ROOM 1/4" = V-0" TYPICAL PATIENT ROOM 160110 11 12 14 15 17 20 \-0000"- 8 9 13 2 4 N 16 18 19 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 LicenseAAC001744 - - - - - - - - - - - - - - L_1 11 _11"11 ALL_EI f` I I q 1 1, 1 1 I 1 I. ! 1 11 1 -A _I I I 1 11 111P !; !"I'1111111111 1 1-11' !, jljll!,J. I i 1 -1 : i I : , IT 11 1 1 . I I I - - - - - __ i I 2 0 3 4 6 7 0 8 0 9 10 12 0 13 0 1A 15 17 0 18 N 19 N 20 R E P 0 0 0 N ■ (j ■ 0 K H G F E ■ C 0 N V� I 15 A rr KEYNOTE LEGEND n 30 0OA03 porcelain the OlIB 30 00.AO5 glass mosaic the OS 30 00J503 porcelain tile base 10 28 00p01 toilet tissue dispenser - surface mounted 10 28 100.Gol seat cover dispenser 2 surface mounted ILL 10 28 00.L01 soap dispenser - surface —TOS 30 00A03] mounted N4 I TF-05 10 28 00,M01 grab bar -wall mounted 10 26 001101 10 28 0ON01 framed mirror A(001 ® 1 10 28 00101 diaper changing station - surface mounted 1101 TF.025 a W W__ 7_772k7lil L N1 ENLARGED FLOOR PLAN N4 INTERIOR ELEVATION 1011, 1/411 = 1'-0" 1/41' 11-011 GENERAL NOTES 1.101 see Door Schedule for door type 4,201 lavatory (wall hung) 4208 water closet (floor mounted) SEAL oF A C� A 2 09300 2 09 30 0OA031R Lis TF-05 JOS3000 A03 TF-05 TP-05 RIF 1 73 :4- 01B 30 0OA03 O_sv 00,A051 10 28 00,G01 TF-05 26084-014 TG-03 TG-01 1101 10 26 00,L01 1028 10 28 00.M01 0 _ - ao ® FL RIDA HOSPITAL 013 30 00,A03 Zephyrhills 4.201 .201 ED EXPANSION & ORTHO 4.208 OS 30 0OA03 JOS 30 0OA03 .08 RENOVATION TF-025 TP-025 OS 30 0OA03 10 28 00F01 TF-025 D4 INTERIOR ELEVATION D8 INTERIOR ELEVATION D12 INTERIOR ELEVATION D15 INTERIOR ELEVATION 1/4" = 1'-0" 1204 - TOILET 1141% = 1'-0" 1204 - TOILET 1/4" = 1'-0" 1204 - TOILET 1/411 = V-0" 1204 -TOILET H u nt n A0930 OOAL3] A ARCH I T E C T S 2 P-05 A I In 30 00.A05 TG-02DATE ZQ' —�OS 30 OOA SUBMISSION NO. - TP-05 n 30 0OA03 04.15.16 CONSTRUCTION DOCUMENTS 01B 30 0OA03 -014 T -05 08,04.16 CCD NO, 1 2 1.101 TP-05 -028 1026 01 10 28 00201 102800201 F10 28 0ON01 10 28 0O.M01 1 10 28 0 201 \\\j 10 28 00F /L 4.201 TfD-025 61.01 4,208 420 09 30 0OA03 UJA .201 E Q Q[ 51-01 03 30 0OA03 TP-025 INTERIOR ELEVATIONS TOILETS - TF-025 1ST LEVEL A4 INTERIOR ELEVATION A8 INTERIOR ELEVATION Al2 INTERIOR ELEVATION A15 INTERIOR ELEVATION PROJ. NO. H-7502100 SHEET DRAWN DMC A601 1/4" = 11-011 1003 TOILET 1/4" = 11-011 1003 TOILET 1/411 = 11-011 1003 - TOILET 114" 19-011 1003 - TOILET - - nd ENNEENNI ■ 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 ■ 10 ■ 11 0 12 0 13 0 14 ■ 15 0 16 E 17 0 Is 0 19 0 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 LicenseAAC001744 3 ■ 2 ■ 3 ■ 4 6 ■ 7 ■8 ■ .* ■ i0 ■ 11 ■ 12 ■ 13 ■ 14 15 ■ 16 ■ 17 ■ 18 19 ■ 20 KEYNOTE LEGEND R P ■ C ■ N ■ M ■ K ■ wl 0 H ■ G ■ F E D ■ C ■ B w�. m ow: I I r, r N1 INTERIOR ELEVATION 1/4" =1'-0" RM 2234 - TOILET En % r, r, - o N4 INTERIOR ELEVATION 1/4" =1'-0" RM 2234 - TOILET 09 30 OC A03 TP-05 6= =d 4.208 WALL ART ri- y r,& . r, ■T■EMM- r/ . a- o ro ' rr NONE N8 INTERIOR ELEVATION 114" = 1'-0" RM 2234 - TOILET ,e s� LO N11 INTERIOR ELEVATION 114" = 1'-0" RM 2234 - TOILET TP-05 o : oo r/ r� :rip o 4.208 N15 INTERIOR ELEVATION 1/4" =1'-0" RM 2203 - STAFF TOILET MIN ' K1 INTERIOR ELEVATION K4 INTERIOR ELEVATION K8 INTERIOR ELEVATION K11 INTERIOR ELEVATION K15 INTERIOR ELEVATION 1/4" = 1'-0" RM 2211 - TOILET 1/4" = 1'-0" RM 2211 - TOILET 1/4" = 1'-0" RM 2203 - STAFF TOILET 1/4" = 1'-0" RM 2203 - STAFF TOILET 1/4" = 1'-0" RM 2203 - STAFF TOILET TP-05 09 30 00.A03 09 30 00.A03 V z TP-05 tP-05 09 30 00.A03771 �..... TP-05 Ell i ................. .. ........ ......... CA ® - ? z• r ,d D1 INTERIOR ELEVATION D4 INTERIOR ELEVATION D8 INTERIOR ELEVATION D11 INTERIOR ELEVATION D15 ENLARGED CEILING PLAN 1/4" = 1'-0" RM 2232 - TOILET 1/4" = 1'-0" RM 2232 - TOILET 1/4" = 1'-0" RM 2236 - TOILET 114" = 1'-0" RM 2236 - TOILET 1/4" = 1'-0" 2203 STAFF TOILET 9' - 0' AF.F. A4 ENLARGED CEILING PLAN 1/4" = 1'-0" 2236 PATIENT ROOM TOILET ILI--- 4 � A,602 G11 A8 ENLARGED FLOOR PLAN 114" = 1'-0" 2236 PATIENT ROOM TOILET �:. Q T— E£ t 1 1'-6'_ 5'-1 1/2, 1'-6' Al ENLARGED CEILING PLAN 1/4" = 1'-0" 2232 PATIENT ROOM TOILET A15 ENLARGED FLOOR PLAN 1/4" = 1'-0" 2232 PATIENT ROOM TOILET 06 41 00,C01 plastic laminate faced base cabinet 09 30 0OA03 porcelain the 09 30 0O A05 glass mosaic the 10 28 00F01 toilet tissue dispenser - surface mounted 10 28 00Gol seat cover dispenser - surface mounted 10 28 00.M01 grab bar - wall mounted 10 28 00.MO2 grab bar - toilet - corner mounted 10 28 00.MO3 grab bar - shower - corner mounted 10 28 0ON01 framed mirror 12 36 00.E02 solid surfacing countertop with integral sink GENERAL NOTES 1,101 see Door Schedule for door type 4.206 water closet (floor mounted) SEAL ED EXPANSION & ORTHO RENOVATION Brady DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO, I 2 ENLARGED PLANS & INTERIOR ELEVATIONS — TOILETS - 2ND LEVEL PROJ. NO. H-15021.00 SHEET DRAWN DMC A602 1 ■ 2 ■ 3 ■ 4 ■ ye ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ ill ■ 12 ■ l ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 N 6 1 A 0 I I jq I Iry ;T'q' -1 rvnI 1 11 11 1 ..4. I I - - - - I - - -- -- - . 10 0 11 N 12 ■ 13 ■ 14■ E 20 KEYNOTE LEGEND 12 36 0OA04 015 2116 05 so OOOI steel angle A05 50 0OA02 steel tee 35/6, 051500,501 metal column cover 09 21 16.H01 01 1212 OOAOI sealant and backer rod 5/8, 5/6, 09 2116,1501 metal stud �OS 2 1 �16, H 0 �l 1/4, MIN /4' MIN OS 21 l&.H01 g�psum board 09 21 I6.H06 gypsum the backing board F 1 1 . . . 'II'I''' �01B 21 Tl&B�01 F09 51 00,C01 013 21 I&NOI corner bead .... CiD 09 21 16.P01 reveal molding t PATIENT LIFT TRACK 1 015 30 0OA03 porcelain the . .................... SYSTEM BRACING. 05 50 '159)A02 ) =AO 2 01B 30 00f01 crack Isolation membrane VAR VARIES OS 30 00.F02 waterproof membrane 1 SEE PLAN OS 30 00,H01 grout VARIES 4 z 09 51 00A01 suspended acoustical ",43/8 SEE PLAN panel ceiling system 1/4 01 S2 00A01 01B 51 00A01 O'S 51 00.c01 ceiling suspension system 1/4, 10 2123,401 cubicle track . . . . . . .................. 4- 12 36 0OA04 solid surfacing ----FOS 21 16,P071 P r- r- L T 7 12 36 0OA041 MFG,. GENERAL NOTES N1 SECTION DETAIL N4 SECTION DETAIL N8 CEILING DETAIL N12 SECTION DETAIL N15 CEILING DETAIL 11/2" 1'-0" 1 1/2" l'-O-' 1 1/21' 1--0-- 11/2" 1'-0-' 1 1/2" V-011 0.352 existing concrete slab to remain 0,354 existing concrete column to remain 1.306 extend etude to structure above 4.053 floor drain 101B 30 00,40'1 1.101 fluorescent light fixture OS 21 I&.H0(o 1.113 LED light fixture I J, r B 21 ll�ii 09 30 00F02 WIRE SUPPORT 01B 2116.11-101 Tj TO STRUCTURE OS 310 01DAID11 01B 30 00F0 31-41 81 00 31-41 0, ABOVE AT 21-01 OS E71 0OA01 112 '7 'M NINE "'M TIN \-FIST LEVEL VARIES Ir A&N VARIES SLOPE SLOPE---1-1-------'-'----- — - ---- OS 51 00A01 =AO 1 '-iw -SEE PLAN SEE PLAN L L 4 A 4 4 7-4�' OS21 16 4 4c. 4 4. - 04 4 4� NOTE: SECURE CURTAIN TRACK � AS PER MANUFACTURERS 4.053 0,352 INSTALLATION INSTRUCTION. 013 30 OO.HOI IN FLOOR STRETCHER SCALE SECTION DETAIL J4 SECTION DETAIL J12 CEILING DETAIL J15 CEILING DETAIL 11/2"' 11-011 1 1/211 11-011 1 11/2" 11-011 1 1 1/2" 111-011 . ............... �01B 21 �16,5�01 01321 (0 3 5/61 01B 2116.501 S 21 �1&,H�01 F �0 Q 09 21 16.H01 5/8' 2 5/81 OS 21 l(o.HOI A �Ocjil �00A�01 00 013 51 0OA01 SEAL Z110.354 Or F OS-21 l(—oJB-071 VARIES VARIES SEE PLAN SEE PLAN Alk, VARIES -\-rBEE VARIES PLAN SEE PLAN 77 - ------ ---------------- V-w o I-J VARIES 77- A, 160,73 7 V, \-)FSEE PLAN 01B 21 16NOI OS 21 I&NOI 11 1 - 21 SEE PLAN CLG HT OS 21 16IN01 T�-09 21 1�&HOI� FLOWDAHOSPITAL Zepbyrbills E8 CEILING DETAIL E12 CEILING DETAIL E15 CEILING DETAIL ED EXPANSION & ORTHO RENOVATION Cfl A- 1 1/2" V-0" 1 1/2" 1'-0" 1 1/2" 1'-0" 7-7--T CLG HT — — — — — OS2116,15 01 ---FOc3 21B@I3 u n n 09 51 A01 F OS 2116.501 OS 2116.501 21/21 OS 21 l(:o7H0::l A R C H I T E C T S VARIES 05 15 SEE PLAN . ..... 09 51 4701] DATE SUBMISSION NO. 8 1/2, 3/41 BI 8 1/21 OS 21 16,1-11li!)Il 04.15.16 CONSTRUCTION DOCUMENTS- 5/8'T- 05,10.16 ADDENDUM NO, 1 1 1,-81/4, 2..01 1'-8 1/4, VARIES 08,04,16 CCD NO, 1 2 (01-2 1/2, .............. ... ....................... .. SEE PLAN 7-A —A VARIES -'47 7777=2 9: 77777=7 VARIES SEE PLAN SEE PLAN OS 21 I&NOI 09 2116.1501 OS211(o 21/21 INTERIOR SECTION DETAILS [ OS 2116.1501 Al CEILING DETAIL Al2 CEILING DETAIL A15 CEILING DETAIL PROJ N7=150271.00 SHEET DRAWN DMC A651 11/211 = 1111-101III LIGHT COVE @ COLUMN 11/2" = 1'-0" 1 1/2" = 1'-0" ■2■ 3 ■4■5 ■ 6 ■.7■ 8 10 0 11 ■12■ 13 0 14 ■ 15 ■ 16 0 17 0 is 0 19 0 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 2 0 1 E 12 0 13 14 0 15 16 18 E E R ■ 0 0 0 N ■ ■ K ■ H 111 G ■ ■ 111 D 0 C E B N A 011 0 KEYNOTE LEGEND F 09 21 l(oAOI 05 50 00A01 steel angle .... .. .. ....09 21 16.A01 05 50 00,A05 steel tube 05 50 00.A06 steel plate 2 1236 @0E04 05 50 00WI expansion anchor 12 36 @0.004 06 10 00A01 wood blocking ............ ........ ...... -FOS �211&�BV Z21-11 12 36 OO.ROI 06 41 00,C04 plastic laminate faced cabinet door 09 51 00A01 UNO OL 12 36 OO.EOI 05 50 0OA01 06 41 00LO6 plastic laminate Faced file z rL 21 X 21 X 1/4, drawer S11 .0 06 41 00.CO9 plastic laminate faced �CLG HT support pane --------- 06 41 00.CII plastic laminate faced panel 06 41 00.C13 plastic laminate faced 1/2, x 1/2, - I I , 06 41 00.Q15 I 05 50 00J301 J301 shelving r ------------------------ n 06 41 00.C1I 1/2, D I A X 2 1/2, 06 41 00.H0I wood framing 01B 2116 05 50 0OA01 05 50 OOAOI G�D TYP 06 4100103 adjustable shelf support clip 1.818 21 X 21 X 1/4, 21 X 21 X 1/4, 06 41 OO.QO1 pull 06 41 00.CI3 5TWN SUPPORTS 5TWN SUPPORTS 105 05 50 00,405 A 3 5/61 MIN 06 41 00.Q12 wardrobe rail and supports FIXED 06 10 00,4011 J rN15 06 10 OOAOI 21 X 21 AT 32, OC 06 41 O0.QI3 hanging file system 1/41 21-01 6-1 06 41 00.QI5 concealed countertop bracket 06 41 00.G04 r-L yl`support -j 09 21 I6A01 gypsum board / metal stud Interior partition - see 06 41 @0.C13 partition types FIXED OS 21 16BOI metal stud 09 21 l(oHOI gypsum board N8 CASEWORK DETAIL Nll CASEWORK DETAIL N15 CASEWORK DETAIL 015 21 I&POI reveal molding 015 51 OOAOI suspended acoustical panel 1 '-0" SOLID SURFACE 111 1'-0" PLASTIC LAMINATE 31' ceiling system 12 36 OO.COI plastic laminate faced countertop 06 41 00.Q12 12 36 00.CO4 plastic laminate faced 12 36 00.E0I AZ&J 41-01 MAX backsplash --FOS 2116,401 J 12 36 00.E01 solid surfacing countertop -F� 12 36 �00,E�04 05 50 00�� 1-31 "-11 12 36 OO.E 02 solid surfacing countertop 06 41 2 1/2, x 2 1/2, 1/P� 1.014 with Integral sink AFF. /12 36 12 36 00.EO4 solid surfacing backsplash Varies fee 05 50 00,A06 55 12 36 00.P0I edge banding j�2 z 1/41, 0 z N 06 41004:041 01,41 12 36 00=1 countertop support bracket 12 36 OO.EOI 11 EQ EQ 11 I �11 1 1-1 1 L 12 36 00,R01 plywood CA 7 - 17, -6 41 OO.HOI 1 GENERAL NOTES 0 -0 0 06 41 OO.QOI 1,014 soffit -FOS 21 I6.P0I Ck O-Z 1/2, x 1/2, /Y 1.151 see Finish Plan for material and/or finish END SUPPORTQ11 INTERMEDIATE SUPPORT 1.818 knee space 1,7151 05 50 OOAOI 3 5/8, MIN 4.203 sink 1.151 21 X 21 X 1/4, 1,013 receptacle 5TUJN SUPPORTS 05 50 00WI 06 4100.16401 0(0 10 0OA01 NOTE: 1/210 x 317YP TYP L3L 1j4 (0 1 FULL HEIGHT END AND INTERMEDIATE L SUPPORTS SPACED AT 32, O.C. CASEWORK SECTION J4 CASEWORK SECTION J8 CASEWORK DETAIL ill MILLWORK DETAIL J15 CASEWORK SECTION 1" 1 I -Off 111 11-011 PATIENT WARDROBE 1" 11-011 311 11-011 1" 1 9-011 12 36 1.014 4,203 _AJ 21-11 1.014 z U.N.O. 12 3(o 00-C701 1 12 3(0 00iF CLG HT . .......... . ........12 36 064 01b 21 1(�o,501 7T 06 41 00.G13 C�! -A,- S! X 06 41 OO.QOI �06 �4100�.QOI 01 o 0 ADJ., TYP. SEAL OS 21 l(o.HO1 C; 06 41 00.CII 41 ----------- r 06 41 00.004] co06 06410 ­F N, LU NOTE: EXPOSED 06 41 00,QO1Z fil R z Z. PIPES MUST 5E INSULATED (4, �2O 3 ------- -F06 41 00,Q01] 11,101 C14 =3 06 41 00,Q13 06 41 OO.Cll A 416 73-1 �-06 41 OO.HOI 0641 06 4100.1-101 X �SD ---FO(o 41 00,C061 flilT 06 41 00.G04 1.751 FLoRiDA HOSPITAL Ze hyrhills E4 CASEWORK SECTION E8 CASEWORK SECTION Ell CASEWORK SECTION E15 CASEWORK SECTION ED EXPANSION & ORTHO RENOVATION V-0" V-10" V-01" 06 41 OO.QO1 0 0 31-81 AFF, 12 36 00 .......................................... .... 41 @0.C13 12 36 00.E04.ROI 12 36 0006 2'.1. H nto� n IP ADJ. 21-1 I 12 36 OO.E 01 f- UNO, 12 36 OO.EO2 21-11 0 12 36 00,E701 -a U.N.O. U.N.O. 21-11 / 1. A R C H I T E C T S U.N.O. DATE SUBMISSION NO. 04,15.16 CONSTRUCTION DOCUMENTS D(O 41 O�OQOI 12 36 OO.ROI 08,04,16 CCD NO, 1 2 LU LU Ci06 41 00103 F 12 36 OO.QOI . ................................................. . . . . ;4 C,4 =3 < z ON =3 C14 =3 ................................... 06 41 00.Q13 . .............06 41 00.004 06 41 . . . .................... ADJ, 06 41 00.G@6 06 4100 MAX. V11 TYPICAL MILLWORK DETAILS 31 Al CASEWORK SECTION A4 CASEWORK SECTION A8 CASEWORK SECTION Al 1 CASEWORK SECTION A15 CASEWORK SECTION PROD. NO. H-15021.00 SHEET DRAWN DMC A671MMMMMM00i Ill = 11-011 Ill = 11-011 1,1 = 11-011 1„ = 11-091 1,1 = 11-011 1 ■ 2 ■ 3 ■ 4 6 0 7 n 9 ■ 10 0 11 0 12 0 13 ■ 14 ■ 15 0 16 0 17 N 18 0 1 () N 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 LicenseAAC001744 I tL —1 1 1 11 1 1 1 11 JI, 111� 1 1111 11141111 V 1 111111 1 111 U, IN I I I It 11 1 1111 9 1 1 11 1 I'l 11 1 11 1 11 2 3 4 6 7 8 10 11 12 13 14 15 16 17 0 18 0 19 0 26 R P m 0 0 N m L 0 K G F E 0 D 0 C A m ....................... ............. 7:, --- - ----------------- - - --- ----- - - - ------------------------- .... ............ _'!J -- ---------- ------KC'V ..... . .. . . . - --- -------- .. . ....... . K --------------- .. . ..... .. z �i, '-w l-, is, 5 --- ------- ..... ...... ... ... . . .... . .. ....... ........... . ... ..... .. .. .... 71 T ..... ..... .. . . . . is, X F , 11 , �tl --N ", I (" I I- l ! 1 A 6 Ek,�'s;IIM 4� , - I t�,, is 0) 0 r S —V .... ..... .. ON CALI .. ...... ... . .. .. .. OFFIL L I, ij 77 T _7 "nizs A j" _41 7.q=77 tit, i t FIR, 111.125", . ..... .... 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A R C H I T E C T S s-........ is—7% Q, a4r!i__K= �­ Q 6 —T ,,,CAN W r ORAGE, "A L U'l Im I's . ... .. is DATE SUBMISSION NO. le, .5T ill ___ , ti > 0 4.1 �.l & CONSTRUCTION DOCUMENTS 0y, J i W, j rri MMMI 05,10.16 ADDENDUM NO, I si is - — --------- is - ----- — ------ . ......... is ------ -- m—A L L .......... 77., 06.04,16 CCD NO. 1 2 F, E C. slfl 4_1 2 1.s PEDS PLAY -1 4", A' I Z . . ... . ............ .... — ---- --- ---- "",­ ........ . . . .... .... . ...... .......... . . . . . . ........ ...... Kslv=��`5­11' ­­­ ..... ... . . .... ------- J1 ss -------- ....... TL I JA',N 71 'i T T H Al.,lwYt &-w is is rV 0- W_ v AMMO 1 .... ..... . r _777, _;1 s EQUIPMENT PLAN 1ST LEVEL jt . . ...... ...... ...... ............ . ........... ........... ....... ....... -- __-_-- .... L % .................... ... .......... q q E C, PHASE 1 XL a A Al EQUIPMENT PLAN 1ST LEVEL PHRAWSE 1 PROJ. NO. H-15021.00 SHEET s'— DRAWN DMC 1 A7 1 1/8" = 1 .-0.- -i 1 0 2 0 3 0 4 0 5 6 m 7 9 12 0 13 4 0 15 16 17 0 18 0 19 20 Copyright Huntonl3rady 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 LicenseAAC001744 1 m 2 0 3 a 4 0 5 0 6 m 7 0 8 m 9 ■ 10 ■ 11 0 12 0 13 ■ 14 0 15 0 16 0 17 0 18 m 19 0 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 ■2 E 3 ■ 4 7 10 N -� 1 1 0 12 0 13 0 14 0 15 ■ 16 0 17 ■ 18 0 i9 ■ 20 KEYNOTE LEGEND R P 0 N Ni L K ■ ■ ■ D B ■ TO TO M GENERAL NOTES 0,805 relocated from existing 1,136 computer equipment (n.lc) 1.403 patient scale SEAL 16 3 il— CJ, FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION ARCH ITE CTS1 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO, 1 2 EQUIPMENT PLAN - 2ND LEVEL - AREA I Al EQUIPMENT PLAN - 2ND LEVEL - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN DMC 1/8" = 19-011 A / 21 H G 0 C I E 2 0 3 0 4 N 6 N 6 E 7 0 8 0 9 0 10 0 11 N 12 E 13 N 14 0 15 0 16 N 17 N 18 0 19 0 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 AAC001 744 , 1 2 1 0 M 3 N 4 M 5 M 6 M 7 M 8 M 9 M 10 M 1 1 M 11 2 M 13 M 114 M 15 M 16 M 17 M 18 M 19 1 ,*,*;,4� 0 20 R . I 0 /�� - - _ P 0 0 0 N E . . 14-11 (-71) N , . I , I I t_ N L E K . 0 - i ( 0 H 0 G E � 'r." . E �� ,-, , , �� E E D 0 C 0 B -7) _/ 0 . 'O 1, - :D N " 01 . 0 2� ­� El A 2 < >1 I - 0 I'DI - ip 8 1C = z '� 31 �i' IC all C >1 Q 0 11 - _r KEYNOTE LEGEND GENERAL NOTES OW5 relocated from existing 1.402 furniture allowance ��,,_ ­,�,� 1, �� � , - �� . I _-,­,� � � � I �_ - � , � 1, ­ � � � 11 ,�, I - I � � i i �1'1_1­ 11­11, ";, ,--,-,--, I �11 -_ � %­_ " .� . � 11 I , _­ - - , 1, _�, I I,-, �, " I . . 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I � � �� I ­­­ z I'li! I i :!I I ,� , i . . I � I I I I I I . I . I I � I I � I � I l III I � ; � i . � �', I � �, . � I I � I I �f` I I l il � : I 11 i ; l I 1"I" I � ! , I I � I I I FLoRiDA HospiTAL -,,, l li,---� i!,­`11 ,�4, ii ,,-/ j� , I l, 11 " 'ri �­\, \, " - ' 4 " 1 . __-, I I 11­11_111� -1 I F11 .... ^ )", i , " , 1,,, ,,Il� /I 1--1 I '-,," 11 i � I I � ,: � � I 11 � � " 1-1 I � I I z i . I I I I ; i I � i :1 I � z, k I I � C I i I I ; ,: j: I � � I j I I . 11 � !: . . . � :� ., . .� . I Zep hyrhills " I / H I , . L :: "I . -1 " � Nk I � I T , I,J , —, I /I, 11 L I , . I I! � . I . I � ,: I - ! ;z I I " � � z " I " I I � ;� I i� ,�, _� — . 11111-� I ,,, ----,--,; � ;, I ,,,',,, � 1" �,ij -_�� I i I �-,�-_-=:- , , � � 2 '� � I "' � : . . � � � � � I . I ... , � I , i 11 z ". � "' . I I I I ; - , � �___,_�_ "� II i , - : r,,--- � ......... � U_, 1 I ...... 1,,J_1 11 I : . I � I L p�__ - . I 1! i �� H � I � 11, I � � - � I 4 ; . . . ED EXPANSION & ORTHO 1, I � 1\ , " , \ '� . ... ..! 1-1-11 -1-11-11- j_1_'­'­'­'_'_­­­ I1___1_­­­­_ R � i r____ .... ",-, ------,--�---,-"�-,�---,'L,,,,,, ill ...... .. I I , , , I . - I - I : -1-111-1111 I I Ill ,�, -, � . ll I ..... . . _,", ) �\� I I ,\ I', 1- "I ­% 11 I - . I I I 1 i . . I � I � I �i I I i i I � I � l: � , � I/ � ` I il I l � � I i, I I I I i I I I I 4 ; RENOVATION 7 =="'�::,�"I"�,-",,:,-,,---,j - - --- _I 40.� , . I 1 F-1 . I . � . . I � l I � I z? � I � I � I . . � / � 1 "Il" l i . I I I . ! , � i . I il� 1 4. ill . . � . 7"t"',""", 1 7,��I�,,� . � , :� I 1, I 1i ,�e" . ; . \ � Bi : _'�_= q I E__ I \"! . 3 I I I I I �_11, I i , 4 ,I � I " I " I � i t : : <11/" , "" ; . � __­ 11 : , - . , I � I 11-- . . I I , , I I z I I I . . I . . . I I � I . I i I I I � I i i � H t � I : � (j 0 Hunt n 0 A R C H I T E C T S DATE SUBMISSION NO. ' 04.15.16 CONSTRUCTION DOCUMENTS I I — 05,10.16 ADL )UM NO, I ')EW I 0694.16 CCD NO. 1 2 — EQUIPMENT PLAN - 2ND LEVEL - . AREA 2 Al EQUIPMENT PLAN - 2ND LEVEL - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DMC I I IA722 1/8" =1--O-' 11111111111111111111111111111111 I I 0 2 N 3 0 4 N 6 0 6 - 0 7 N 8 N 9 N 10 E 11 N 12 E 13 0 14 0 15 0 16 0 1 -,? N 18 0 19 0 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 ■ 2 ■ 3 ■ 4 ■ 5 ■ Lei ■ r' ■ 3 ■ €u ■ 10 ■ ' ? ■ 12 ■13 ■ 14 15 ■16 ■ 17 ■ 18 ■ 19 ■ 20 TYPE SPEC. NO. FINISH MANUFACTURER SERIES / PATTERN / TYPE COLOR NOTES FLOOR -0 0 II r er CT-01 9 68 13 car et til Int rface Walk the ank 12 44@ K00 816 C r s Ashlar instal ation ET-01 12 4813 entrance carpet tale interface Flor 603054 Grey Typ, entrance vestibule flooring, U.N.O, TP-01 09 30 00 porcelain the Ceramic Technics Napoli Limestone,12x24' Grigio Natural Lobby field tile, Contact Elaine Antley with Ceramic Technics, (401) 913-9102. TP-02 09 30 00 porcelain the Stonepeak Sky Collection, matte finish, 12x12' Greensky Typ, toilet room flooring, U.N.O. Contact Laura Mastri with Specialty Tile, (401) 520-1451, ■ D ,. TP 04 9 30,1 or elain ile D Rile Ke tones 2x2' Des rt Gr D01 T .sower loori , U.N. orc 1n t Cer c T is a o ime one, 24' ear tur L6 b cen le - att T.B 2 VO-01 09 65 00 solid vin I tile Earthwerks Stonebrid e, 5'X48' ST5-5515 Field - refer to floor pattern plan t- f 0-0 09 5 00 n I t solid vihe arthwerks Le ac dank, 'X48' LC 5488 Accent - refer to floor attern plan VO-04 09 65 00 solid vinyl the Earthwerks Hathaway, 6'X48' 9624 King Ranch Shall be used to repair flooring on the 2nd Level. Refer to sheet A921. Existing color shall be verified to match existing. V6-01 09 65 00 vinyl sheet f looring Mannin ton Paradigm Collection, Streamline Model, PAR206 Field - refer to floor pattern plan V5-02 @9 65 00 vin I sheet f looring Mannin ton Paradigm Collection, Streamline Caliber, PAR208 Accent - refer to floor pattern plan C 0 VS-03 09 65 00 vinyl sheet f looring Mannin ton Realities, 5oardwalk Sparrow Accent - refer to floor pattern plan RB-01 09 65 00 rubber straight base Johnsonite Profiles 80 Fawn Refer to finish plan for locations, ■ RC-01 09 65 00 rubber cove base Johnsonite Traditional Wall 5ase 80 Fawn Typ, base, U.N.O. Refer to finish plans. TP-015 09 30 00 porcelain the Ceramic Technics Napoli Limestone, 12x24' Griglo Natural Cut to 6' Base, install with Schluter trim at exposed edge. 2 N TP-025 0153000 porcelain the Stonepeak Sky Collection, matte finish, 6xl2' e e Greensky Refer to finish plans and elevation. Contact Laura Ma 9FAlt , ( ) 5 14 VI-01 09 (05 00 vinyl integral base IIIwi Shall match the adjacent flooring specifications. Refer to finish plan for locations. ■ WALL GT-01 086000 back painted glass McGrorq Glass HTN5-150 Shall be backpainted to match PA-02 KW-01 102601 protective wall covering inPro Rigid Sheet Wall Protection Pepperdust 011E Typical wall protection, U.N.O. Refer to floor plans ND-01 decorative surface coating Wolf Gordon ScuFfmaster Solid Metal SM1041 E.D, Lobby feature wall Refer to Interior e ti 2 =nhP I 9@ ai Shftrq1n ms ll kW1PQ A Gr Id A-0 09 0 00 aint Sherw Willi ms E sh I 556500'6ecul`etlu& Ac ent PA-03 09 90 00 aint Sherwin Williams _Eggshell T.BD. Accent 2 PE-0 09 0 00 ox aint Sherw Willi ms sh I S 1030 Anew Gra T Toile ,boar wall aint .0. -01 9 3 0 g s mo is t I ersty 0r Glas ile, 3' 5o to cce gla at , lotty cZr1eebfr, Pilfer t finish plan and elevations. TG-02 09 3000 glass mosaic tile Interstyle Glasshues, Ixl' - matte finish Avalanche Typ, accent glass in toilets, UN.O. Refer to finish lan and elevations. TG-03 09 3000 glass mosaic the Daltile Jewel Tide Silver Shore Jt@3 Typ. Accent glass in patient showers, U.N.O. Refer to finish plan and elevations, TP-03 09 30 00 porcelain the Trinit Tile Moove, polished finish,12x24" Blanco Accent wall the TP-05 09 30 00 porcelain the Ceramic Technics Studio Padana Metallic Linear Argento Typ, toilet room wall tile, U.N.O. All toilet room wet walls and shower walls shall receive full -height tile, U.N.O. All other walls shall receive the up to 54, e ti n IIIIos Elaine Antle with eramic Techn cs, l4 1 913- 10 . 2 K TP-01 09 30 00 porcelain the Trinity Tile Palais Collection, 12x24' Lumier Matte E.D. Lobby toilet room wall tile. All toilet room walls shall receive full -height tile, Refer to Finish plan ■ and elevations. Contact Robin Ritchey with Trinity T I 5 ) 10-2 ■ 0 WF-02 09 12 00 fabric wall covering Carnegie Xorel 6603 Dash 36 2nd Level patient rooms - refer to finish plan for locations. 2 J WT-01 09 12 00 tackable wall covering KoroseaI Wall Talkers, TAC Wall T.BD. Install under transaction tops of reception desks WV-01 09 12 00 vinyl wall covering Korographics Type II Custom Graphic Vinyl Image T.B.D. Contact John 51llingham at Triangle Reprographics, ■ Wallcoverin , Abaco 5each Texture 401-843-1492 WV-02 09 12 00 vin I wall covering Wolf Gordon Rampart, Grain 10644364 GAi 5001 Walnut E.D. Lobb - refer to finish plan for locations. CE IL iNG i E L021 0,-4xpqApd s ctur -01 s spen ed ac ustic I met an ilin st rmstr ng M alWo Te u ar, tra ro for d c ica Gunyffeta Mreq ED. reistib e 2Q ■ t , ■ E-02 09 1 23 a ox aint herwin Williams Flat SW 001 eilin Sri Whit Refe to P foIc localfons system La -in, 241, 15/16' Prelude Grid SA-02 09 5100 acoustical specialty panel ceiling Armstrong 866 clean room VL, Unperforated, White Refer to finish plan for locations G s stem 2x2 x 5/8, 15/16", Prelude Grid G SEAL F. s s �co ■ SURFACE 4 VENEERS CP-01 06 41 00 plastic laminate Formica Matte finish Chestnut Woodline 5684-58 TqpIcal vertical surface, U.N.O. SP-01 06 61 00 solid surfacin Hi -Macs Eden Plus Oatmeal GT938 T_qplcal horizontal surface, UN.O. N � � M, a nrcn sj s p � � 6 SF-02 06 61 00 solid surfacing Krion Royal + Lux Polar Stone 9102 Refer to elevations and details for Observe Care walls SP-03 06 61 00 solid surfacing Krion Colors + Lux Sri ht 6904 Lobby feature wall base, refer to detail SQ-01 06 61 00quartz surfacing Dupont zodlaq Antique Pearl ED. and 2nd floor reception transaction To SQ-02 06 61 00 quartz surfacing Hanwha Surfaces HanStone Quartz Aramis RU-601 ED. and 2nd floor reception desk MISCELLANEOUS CF-01 10 2123 cubicle curtain fabric Maharam Carrq 511466 Distant 005 Typ, fabric for privaq curtains, U.N.O. FLoRiDA HOSPITAL CV-01 051500 metal column cover Moz Round Column Colver CC100 Sunray, Coarse Grain, Polycoat Finish Install with vertical butt joint, stainless steel base included. Zephyrhills (30-01 088000 art lass 3Form infinite Glass, Branch Etch (scale 4) Finish (fronts clear float GT-01 08 80 00 back painted gJLass McGror Glass HTN5-150 Shall be bac ainted to match PA-02 ED EXPANSION & ORTHO RENOVATION C- 1 0 me uar Pr u Fac o or r u , 3" e e st R r t ish ans o to a ton . KC-02 1026 01 corner guard InPro 160D Surface Mount End Wall Corner Guard, 3' win Pepperdust 0119 Refer to finish plans for locations. KH-01 1026 01 handrail inPro 600 Handrail Pepperdust 011E KW-01 1026 01 protective wall covering inPro Rigid Sheet Wall Protection Pepperdust @119 Typical wall protection, U.N.O. Refer to floor plans and wall rotection details. D 2 KW-02 1026 01 protective wall covering inPro Rigid Sheet Wall Protection SM-5E021 12, High wall protection accent piece shall be at top of wallcovering type A on headwalls in exa and patient rooms. Refer to headwall elevation or ex m rqqV 38. Hunton ■ -@ 2 2 0 r er s de, ual ope ed echo ade T ov 1000 Se'rrdi, 2- o opir factor Th ov :101 arc ain %insta at a exter or w ows, .N.O, A R C H I T E C T S YA-01 10 2123 drapery/curtain, manually operated Maharam Carry 511466 Distant 005 Typ. privacy curtain and track, U.N.O. Track shall be On The Right Track. YA-02 102600 dra er /curtain, manualiq operated Tqp.shower curtain, U.N.O. DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO, 1 2 I x FINISH LEGEND r� M PROJ. NO. H-15021.00 SHEET DRAWN Author A801 ■ s ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 0 11 ." 17 33 qy IN 2 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. 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V-11 _���� I 11 . ­� is'a � ,, I f , I IN 2 0 3 IN 4 0 5 0 6 0 0 8 IN 9 IN 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 IN 19 IN 20 R P IN 0 V — — V — — V — — V _V_ .... .. ....... ....... R T>N --A LU L I CORR I'V ... i,-77_—_1 LIQ EXAM 11 'T"T" M EXAM 10 SECURE EXAM 18 --cr /T I_i _3 HOLD X PEDS 4, SA-0 I , C401148 VI-01 FA-0 r M. 7 5A-0 Ij OTE 0 EXAM I M FE-02 VI-0 FE-0 VI.0 FA-0 OTE 0 r 71 SECLUSION OTE 0 �F::A - �O3 --- - ------ A PE-0 VI-0 FE-0 K J FINISH NOTES A A — A A A -------- OTE 0 I ir \=-I<-- nil CR L PATTOILET NOTE 01 REFER TO FLOOR PATTERN PLAN NOTE 03 REFER TO REFLECTED CEILING 01 TYPICAL EXAM PEDS, U.N.O. PHASE 2 07 TYP. EXAM ROOM PHASE 2 K I 1 I /F 1146 VEST 2 11 1141 PLAN -0 PHYS DICT 7= YET It -- PE- 2 TF 1095 TF-0 TF-02 R15-01 FA-0 F-0 13 PE-0 TF-02 CT-0 N11 EXAM 7 SECLUSION PHASE 2 N16 EXAM 10 SEC. HOLD PHASE 2 RECEPT CONP DR SLEEP ELEC 1/4" RE-01 FA-0 R5-01 PA-01 1/411 -011 -019 CT-0 CT-0 ES-0 R5-0 FA-0 RC-0 FA-0 <* CT-0 C5_0 OFFICE 1301 CORR 11clum m SA-0 135-0 FA-0 H I MiNIF 7--H CT-0 2 1_7 > I'a, �m %we EXAM t REGIST ISOLAT16N Ll ENLARGED PLAN PHASE 1 !SA.02 f VI- I F -01 1 1/401 -0111025 0_0 VI-0 FA-0 C40 'OTE 0' -01 KC FP �p L I I I IN 1111111YINI IIIIIII milli IN I L KC-01 7­7 U=L L K 2 I TRIAGE 1 1012 j TRIAGE ELEV, REGISTRATION J5 TYP. EXAM ISO. PHASE 2 VI-0 FA-0 VI-0 FA-0 ELEV. 1/411 1/4" 1 OTE 01 OTE 0 X/ MACH. ROOM 2 > In Nil NOW I L V V j VEST 11 GT-0 GT _0T E- 03 FAST TRACK SA-0 V1. FA-0 j OTE 0 SEAL < I I U161 C%F fto NURSE J fi OFFICE STATION "RI 07,3 ECURITYsg 8A-0 I /VOTE ON Column Cov A-0 RC-0 FA-0 TF-0 FA-0 VS-0 TND<� H16 TYPICAL FAST TRACK - PHASE 2 ED A, Cv- TF-0 E , s. w rim . a. a-)15 ------ 11-7-04 SHOWER FLOOR 1/411 FLORIDA HoSPITAL lie' SHWRI. Zephyrhills Comm 12 F -02 CORR VEST. If= TF-02 T 0 F-0 ED EXPANSION & ORTHO WAITING r RENOVATION MA-0 R -0 PE-0 z" ET-0 OTE 0 TF-05 FA-0 ri I— '1�­ i,77,_1`_i,77­i­7_1 ,5A-0 BREAK A-01 TF-0■ LCR 1 L ­= J, j _T EXAM 2� u nt n > 1235 y.FA - A A A -SP-03 i 1 5A-0 � I VI-0 PA-0 OTE ARCH ITE CTS Column C er CV-01 0 0 TF-0 CORK I I I NURSE DATE SUBMISSION NO. STATION 04.15.I(o CONSTRUCTION DOCUMENTS I I I I I I I NIL >1 06.04.16 CCD NO. I ..... .. 2 1Y, IM111 T-L-T W - T,41 OTE 0 < 1-0 FA-0 OTE 0 TLT 3(0 17 VI-01 Q-0 vs- FE-02 FE .02 JAN TF .0 5 T 0 T 05 TF-O g 0 E-0 TF-0 5 .0 \ TF-04 SHOWER FLOOR, TYP. U.4 In -------- --- ENLARGED FINISH PLANS -1ST LEVEL - PHASE AND PHASE Al RECEPTION AND TRIAGE PHASE 1 Al 1 NURSE STATION PHASE 1 A15 TYPICAL EXAM, U.N.O. PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN Author 1/411 = 1--0-- 1/4" = 11-011 1/411 = 19-019 A813 11■ 2 0 3 0 4 6 0 7 9 IN 10 0 11 0 12 0 13 IN 14 0 15 0 16 IN 17 IN 18 0 19 0 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 8 ■ g ■0 ■ 1, ■ 12 ■ 13 ■ 14 ■ 16 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 H l NOTE: FINISHES IN THIS AREA SHALL MATCH EXISTING. THE NEW RECEPTION DESK MATERIALS SHALL 5E SIMILAR t0 THE E.D. RECEPTION DESK. t I ammo! ! !!� ta3t f t iF RE CPT imp 2103 ..... ___,"," 1 1 1 1 4� 1 4 3' 1 1� ELEV 1 g L055Y 1 2101 1 n ! I i 3 € 1 i 1 1i Romig 1 i ELEV. 1 1 4- E 3 1 3 U� ...1 Al FINISH PLAN - 2ND LEVEL - AREA 1 1/8" = 1'-0" PRE -OP WAITING •- J lk l� e� I i' F. - 10 FINISH NOTES NOTE 01 REFER i0 FLOOR PATTERN PLAN NOTE 03 REFER i0 REFLECTED CEILING PLAN SEAL Mr073 EC FLoRiDA HOSPITAL zephyrhills ED EXPANSION & ORTHO RENOVATION H union . A R C H I T E C T S DATE SUBMISSION NO_ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ a ■ 9 ■ 10 ■ I ■ 12 ■ 13 ■ 14 a4.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO. 1 2 FINISH PLAN - 2ND LEVEL - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN Author A821 ■ 15 ■ 16 ■ 17 ■ 18 ■ 10 ■ 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 f _I I I _ I I I I __ I I II I I I I I I I �; ��z ?"fir a I ILI II 111' 1 'II r� 1 11 11 1 1 1 1 _ y y 7 ■ " ■ u ■ i 0 ■ a 3 ■ 12 ■ ■ ■ § � ■ 3 �.1 ■ '? "� q ! ■ � ■ 1 9 ■ .£.0 R ■ Ir � P ■ N ■ 1 L ■ K ■ y= ■ i� ■ G ■ F ■ ■ D ■ B 3 w� d3S 6 A m X s fi a , "... , —1, .1 8111 11— ,4 . 1 1 . I Al FINISH PLAN - 2ND LEVEL - AREA 2 1/8" =1'-0" 1 ■ <a ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ I 1 ■ 12 ■ 13 ■ 14 An CORR 21E3 A15 TYP. PATIENT ROOM FINISH PLAN 1/4" = 1'-0" FINISH NOTES NOTE 01 REFER i0 FLOOR PATTERN PLAN NOTE 03 REFER f0 REFLECTED CEILING PLAN SEAL C� @am M16073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Rua A R C H I T E C T S IISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS _ 08.04.16 CCD NO. 1 2 FINISH PLAN - 2ND LEVEL - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN Author A822 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 0 2 0 3 0 4 6 0 7 0 8 10 ■ 11 0 12 0 13 0 14 ■ 15 0 16 0 17 m is 0 19 0 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 3803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com LicenseAAC001744 R a 1 P a 0 m N 3 L 0 K i.� 3� G 0 F F D C m B i iV d �h xxyGyssy.y . (.f �J M 0 r) 1 0 2 0 3 4 0 5 0 s 0 7 0 10 1-1 12 0 13 0 14 15 16 111111 17 ■ 13 19 20 1 2 3 4 6 i 8aid 1 12 0 13 14 111111 15 16 0 17 18 0 19 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 2 IN 6 IN 7 10 0 11 0 12 0 13 0 14 0 15 0 16 ■ 17 ■ 18 0 19 111 20 R P IN 0 IN N m m L m K ■ ■ 0 F ■ 0 D B 0 ■ A m C D Al FLOOR PATTERN PLAN - 2ND LEVEL - AREA 1 1/8" = 11-011 I I 1 0 2 0 3 0 4 m 5 0 6 0 7 0 8 0 9 111 10 m 11 0 Q IN 13 m 14 FLOOR PATTERN LEGEND 03 35 11 clear sealer CS-01 09 &b 13 carpet the CT-01 12 4813 entrance carpet tile ET-01 os 30 oo porcelain the TF-01 OS 30 00 porcelain tile TF-02 os 30 oo porcelain the TF-04 os 30 oo porcelain tile TF-06 09 65 00 solid vinyl the VO-01 OS 65 00 solid vinyl the VO-02 OS 65 00 solid vinyl tile VO-03 OS 65 00 vinyl sheet flooring + + + + + VS-01 2 09 65 oo vinyl sheet flooring VS-02 OS 65 00 vinyl sheet flooring V-5-03 SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R 0 H I T E C T S V4.15.16 CONSTRUCTION DOCUMENTS 0894.16 CCD NO, 1 2 FLOOR PATTERN PLAN - 2ND LEVEL - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN Author A921 mommommmommommomm ■ 15 m 16 IN 17 0 18 m 19 m 20 Copyright Hunton Brady 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 LicenseAAC001744 I IILL 11 1 : 11 'tl H11 G II N1111 11 4 ■ ■ 6 ■ 7 9 ■ 10 ■ f ■ 12 ■ 13 1-1 14 R P ■ 0 ■ N ■ m L ■ K ■ ■ G ■ F ■ I ■ D ■ ■ B r, I� ■ R O } 3 3 A Al ' 1/8" = 1'-091 F FLOOR PATTERN PLAN - 2ND LEVEL - AREA 2 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 J IN ■ IN 14 FLOOR PATTERN LEGEND 03 35 11 clear sealer CS-01 09 68 13 carpet the ■ - — CT-01 12 4813 entrance carpet the P ET-01 09 30 00 porcelain the ■ TP-01 09 30 00 porcelain the 0 TP-02 09 30 00 porcelain the ■ TP-04 �OS 30 00 porcelain tile N TP-06 09 0500 solid vinyl tile ■ - = VO-01 09 65 00 solid vinyl the m �—VO-02 09 65 00 solid vinyl the ■ VO-03 09 65 00 vinyl sheet flooring L +++++ VS-01 09 65 00 vinyl sheet flooring ■ VS-02 09 65 00 vinyl sheet flooring VS-03 ■ ■ H ■ G SEAL 4 sn e ■ a r ARItO73P ■ 3 G FLoRiDA HospiTAL Ze hy shills E ED EXPANSION & ORTHO RENOVATION IIJI,L. I ( I I I I I I I Hunton +� F:� ; ■ X IIIIIII IIII I IIIII IIIIII 4IIIIIII ARCHITECTS IIIIII i..wlllillilil l C I ?' DATE SUBMISSION NO. - - 04.15.16 CONSTRUCTION DOCUMENTS =,`r �I�lilililililillllil 08.04.16 CCD NO, 1 2 i B ■ FLOOR PATTERN PLAN - 2ND LEVEL - AREA 2 A15 TYP. PATIENT FLOOR PATTERN PLAN PROJ. NO. H-1502100 SHEET DRAWN Author 1/411 = 11-011 An P%%722 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 LicYense AAC001744 ■ D a) -14 ai ■ U N NT LL N� n LL �w�/ Y_ 0 C �a/) M I.L ■ w Q a) N 2 LL 00 I B LO T O _ ,Y Y Cr_11■ o U D y Y � V � M L A T 0 CD T 0 `— Y] 0 N Q C O � 00 C 7 U 0 a o. 0 ... 11` I 1 11 1 !11 1 11 1 1 ' I I I I _ 11 L I I I I 1 11 1 1 1 1 1 i I I' 1111911I"!WjMIflN81R'I11I fill PNV,!�7 ra!NI I rIP'9I'lad'I"t 111 Y' '1°II IIII I.IRWIFp' II^I.14-,+ I. _ L.II' IIIiI. II 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody 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 P ■ O ■ N ■ M j ■ L ■ K ■ J H ■ G ■ F ■ l E ■ D 0 ai • ;L U (0 r C a w 0 c w 0 ■ w n. w N V_ 00 CD r r U 0 _ J r U r N � 4 d LO r 6 A C� r y CD rs r N � r O 00 C 3 0 c a 0 1-1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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.huntonbrody.com License AAC001744 1 ■ 2 N I 1114111111117g1l I 1111II!,111P_ _ - I 1 j'jjjj.fl PIFFE1'IN Iry I I F +. Iq 4 III -I ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J r°- ■ H ■ G ■ F ■ r1 E ■ D ■ c5 r 00 cD 0 M I T m C J a 0 c 0 ■ w a w N m IL 00 v B LO U J 0 . U D u � a M A T N N O 000 C M U 0 CL Q. 0 WG 1 FLOOR MOUNTED ACCESSIBLE WATER CLOSET L 3 ACCESSIBLE WALL HUNG LAVATORY rw v " I VITREOUS CHINA, 1.6 GALLON FLOOR MOUNTED, DIRECT -FED SIPHON JET, ELONGATED CLOSET VITREOUS CHINA LAVATORY, 20-1/2" X 21-14", WITH REAR OVERFLOW, SELF DRAINING DECKAREA & BOWL WITH 1.1/2" TOP SPUD, FULLY GLAZED TRAPWAY, BOLT CAPS WITH RIM OF FIXTURE 17" A.F.F. CONTOURED BACK W/ SIDE SPLASH PANELS, PROVIDE FIXTURE PUNCHED FOR COMBINATION FITTING ON 8-INCH CENTERS AND CONCEALED ARM CARRIER SUPPORT 1.6 GALLON CHROME PLATED FLUSH VALVE(EXPOSED), METAL OSCILLATING NON -HOLD OPEN PROVIDE WITH OPTIONAL KNEE SHROUD, HANDLE, I -INCH I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, WALL AND SPUD 8" WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, W/ RIGID GOOSENECK NOZZLE AND FLANGES, SOLID RING PIPE SUPPORT, AND 2" OFFSET TO AVOID GRAB BAR, MOUNT FLUSH VALVE 2,0 GPM LAMINAR REGULATOR, VANDAL RESISTANT 4 INCH WRIST BLADE HANDLES WITH COLOR HANDLE MAX. 44" A.F.F., CODED INDEXES AND RENEWABLE SEATS IN MONEL, OUTLET OF SPOUT SHALL BE MINIMUM 5 INCHES ABOVE RIM OF FIXTURE. CONTOURED SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC W/ OPEN FRONT LESS COVER, SEAT SHALL INCLUDE STAINLESS STEEL SELF SUSTAINING CHECK HINGE FEATURE. CHROME PLATED CAST BRASS GRID STRAINER WITH 1-1/4" O.D. OFFSET TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4" X 1-1/2" BRASS P-TRAP W/ C.O. PLUG AND SLIP NUTS. PROVIDE P-TRAP & TAILPIECE BASIS OF DESIGN WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOTAND COLD CHINA - AMERICAN STANDARD - 3043,102 ANGLE STOP AND WATER SUPPLY COVERS OF SAME MATERIAL. FLUSH VALVE - SLOAN ROYAL "II" 115-1.6-YB-YK SEAT - BEMIS-1655-SS/C 3/8" I,P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. WC 2 FLOOR MOUNTED ACCESSIBLE WATER CLOSET CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET, CAST IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS VITREOUS CHINA, 1.6 GALLON, FLOOR MOUNTED, DIRECT -FED SIPHON JET, ELONGATED CLOSET BOWL WITH 1-1/2" TOP SPUD, FULLY GLAZED TRAPWAY, BOLT CAPS WITH RIM OF FIXTURE 15" A.F.F. BASIS OF DESIGN 1,6 GALLON CHROME PLATED FLUSH VALVE(EXPOSED), WITH INFRARED SENSOR(ISOLATED CHINA -AMERICAN STANDARD - 0958.008EC W/0059.020EC KNEE SHROUD OPERATOR) AND INDICATOR LIGHT, NON -HOLD -OPEN INTEGRAL SOLENOID OPERATOR. 1-INCH I.P.S. FAUCET - CHICAGO - 786-E29VP SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, FOR 1-112" TOP SPUD, WALL AND SPUD STRAINER/TRAP - MCGUIRE-155WCIPW 2150 WC FLANGES, SOLID RING PIPE SUPPORT, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH SUPPLIES- MCGUIRE- H170LK CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, WALL AND SPUD FLANGES, SOLID RING PIPE CARRIER - ZURN ZR-1231 CONTOURED SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC WITH OPEN FRONT LESS COVER. SEAT 2 SHALL INCLUDE STAINLESS STEEL SELF SUSTAINING CHECK HINGE FEATURE. BASIS OF DESIGN L 4 ACCESSIBLE WALL HUNG LAVATORY (PUBLIC) CHINA -AMERICAN STANDARD - 2234.015 FLUSH VALVE - SLOAN ROYAL "II" 111 ES-S (1,6) VITREOUS CHINA LAVATORY, 20" X 18", WITH FRONT OVERFLOW, SELF DRAINING DECKAREA & SEAT - BEMIS-1655-SS/C CONTOURED BACK W/ SIDE SPLASH PANELS, PROVIDE FIXTURE PUNCHED FOR SINGLE HOLE INSTALLATION AND CONCEALED ARM CARRIER SUPPORT. BATTERY OPERATED DECK MOUNTED SENSOR TYPE FAUCET, WITH CHROME PLATED BRASS 5-1/4" WC 3 FLOOR MOUNTED FLOOR OUTLET ANT -LIGATURE ACCESSIBLE WATER CLOSET GOOSENECK SPOUT, COVER PLATE, 12-VOLT AC TRANSFORMER REQUIRED. 16 GAGE, 304 STAINLESS STEEL, SEAMLESS WELDED CONSTRUCTION, 1.28 GALLON FLUSH, DIRECT -FED CHROME PLATED CAST BRASS GRID STRAINER WITH 1-1/4" O.D. TAILPIECE, CHROME PLATED 17 SIPHON JET, ELONGATED CLOSET BOWL WITH 1-1/2" BACK SPUD, FLOOR MOUNTED FLOOR OUTLET WITH GAUGE 1-1/4" X 1-1/2" BRASS P-TRAP WITH CLEANOUT PLUG AND SLIP NUTS. PROVIDE P-TRAP AND BOLT CAPS WITH RIM OF FIXTURE 18" A.F.F. UNIT SHALL COME WITH INTEGRAL BOWL AND ALL EXPOSED TAILPIECE WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE SURFACES SHALL BE POWDER COATED WHITE. COLLARS TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT PROVIDE WATER CLOSET WITH A 10" ROUGH AS A STANDARD. AND COLD ANGLE STOP AND WATER SUPPLY COVERS OF SAME MATERIAL. 1.28 GALLON CHROME PLATED FLUSH VALVE (CONCEALED), INFRARED SENSOR OPERATED WITH 3/8" I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP STAINLESS STEEL ACCESS PANEL, 1-INCH I,P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" BACK SPUD, 120V124V TRANSFORMER. CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET, CAST IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS BASIS OF DESIGN BASIS OF DESIGN CLOSET - WHITE HALL - 2142W-2-EG10 FLUSH VALVE N ROYAL - OPTIMA ES-S TMO SWB CHINA -AMERICAN STANDARD - 035&015 L 111e 111 FAUCET - CHICAGO-116.113 STRAINERITRAP - MCGUIRE-155WC/PW 2150 WC WC 4 FLOOR MOUNTED WATER CLOSET W/BEDPAN WASHER SUPPLIES MCGUIRE H170LK CARRIER - ZURN ZR-1231 VITREOUS CHINA, 1.6 GALLON, FLOOR MOUNTED, SIPHON JET, ELONGATED CLOSET BOWL WITH INTEGRAL BEDPAN LUGS, 1-1/2 INCH TOP SPUD. 1.6 GALLON CHROME PLATED FLUSH VALVE(EXPOSED), METAL OSCILLATING NON -HOLD -OPEN HANDLE, 1-INCH I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, L 5 ACCESSIBLE WALL HUNG LIGATURE RESISTANT LAVATORY VACUUM BREAKER FLUSH CONNECTION, SPUD COUPLING AND BEDPAN WASHER DIVERTER ASSEMBLY WITH WALL SUPPORT. LIGATURE RESISTANT CORTERRA BASIN PROVIDED WITH SENSOR OPERATED ELECTRONIC VALVE WITH SINGLE TEMP, PROVIDE MIXING VALVE AND ENCLOSURE FABRICATED FROM 18 GA 304 CONTOURED SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC WITH OPEN FRONT LESS COVER. SEAT STAINLESS AND INCLUDES ACCESS PANEL SHALL INCLUDE STAINLESS STEEL SELF SUSTAINING CHECK HINGE FEATURE. 3/8" I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BASIS OF DESIGN BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. CHINA-AMERICAN STANDARD -2234.137 T CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET[ CAST FLUSH VALVE/ BEDPAN WASHER - SLOAN ROYAL SLIMLINE BPW 1150-1.6 IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS SEAT - BEMIS-1655-SS/C BASIS OF DESIGN CHINA-WHITEHALL - WH3775 FAUCET -WH3373L-WSF-SO L 1 ACCESSIBLE WALL HUNG LAVATORY STRAINERITRAP - MCGUIRE-155WCIPW 2150 WC SUPPLIES - MCGUIRE - H170LK VITREOUS CHINA LAVATORY, 20" X 18", WITH FRONT OVERFLOW, SELF DRAINING DECK AREA & 2 CARRIER - ZURN ZR-1231 CONTOURED BACK W/ SIDE SPLASH PANELS, PROVIDE FIXTURE PUNCHED FOR COMBINATION FITTING ON 8-INCH CENTERS AND CONCEALED ARM CARRIER SUPPORT, S1 K 8" WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, W/ RIGID GOOSENECK NOZZLE AND 2.0 GPM LAMINAR REGULATOR, VANDAL RESISTANT 4 INCH WRIST BLADE HANDLES WITH COLOR SING MP NT SELF RIMMING SINK CONSTRUCTED OF TYPE 302 188 STAINLESS STEEL, 22" CODED INDEXES AND RENEWABLE SEATS IN MONEL, OUTLET OF SPOUT SHALL BE MINIMUM 5 INCHES X 19' 1/2" DEEP. &TERIOR AND TOP SURFACES SHALL BE POLISHED TO A HIGH LUSTER FINISH. ABOVE RIM OF FIXTURE. PROVI K TAINLESS STEEL CRUMB CUP STRAINER. PROVIDE FIXTURE PUNCHED FOR 3-HOLE FAU T INSTALLATION ON 4-INCH CENTERS. CHROME PLATED CAST BRASS GRID STRAINER WITH 1-1/4" O.D. OFFSET TAILPIECE, CHROME PLATED 17 GAUGE 1.1/4" X 1-1/2" BRASS P-TRAP W/ C.O. PLUG AND SLIP NUTS. PROVIDE P-TRAP & TAILPIECE 8-INCH WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, WITH RIGID GOOSENECK (5-3/8" WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS WIDE) SPOUT AND 2.0 GPM LAMINAR FLOW REGULATOR, VANDAL RESISTANT 4-INCH WRIST BLADE TO ALLOW PIPE CONNECTION, PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD HANDLES WITH COLOR CODED INDEXES AND RENEWABLE SEATS IN MONEL, OUTLET OF SPOUT TO BE ANGLE STOP AND WATER SUPPLY COVERS OF SAME MATERIAL. MINIMUM OF 5- INCHES ABOVE RIM OF FIXTURE. 3/8" I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP 3/8 INCH I.RS, CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE WITH SWEAT CONNECTION. CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET, CAST IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS CHROME PLATED 17 GAUGE 1-1/2 X 1-1/2 P-TRAP WITH CLEANOUT. BASIS OF DESIGN BASIS OF DESIGN CHINA -AMERICAN STANDARD - 0356.015 FAUCET - CHICAGO - 786-E29VPSTRAINER/TRAP-MCGUIRE-155WC/PW2150WC QSSW17 - SUPPLIES- MCGUIRE- H170LK TRAP - MCGUIRE - 8912 CARRIER- ZURN ZR-1231 S_2 ANTI LIGATURE SINK SINGLE COMPARTMENT SINK WITH 304 STAINLESS STEEL FAUCET WITH ADA PUSH BUTTON CONTROL. L 2 INTEGRAL COUNTER LAVATORY 1/2" COMPRESSION X 3/8" COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. LAVATORY BOWL PROVIDED AS INTEGRAL PART OF COUNTERTOP BY ARCHITECTURAL, COORDINATE DRAIN CONNECTION AND FAUCET HOLE FOR THREE HOLE INSTALLATION. CHROME PLATED 17 GAUGE 1-1/2" X 1-1/2" OFFSET P-TRAP WITH CLEANOUT. 8" WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, W/ RIGID GOOSENECK NOZZLE AND BASIS OF DESIGN 2.0 GPM LAMINAR REGULATOR, VANDAL RESISTANT 4 INCH WRIST BLADE HANDLES WITH COLOR CODED INDEXES AND RENEWABLE SEATS IN MONEL, OUTLET OF SPOUT SHALL BE MINIMUM 5 INCHES SINK -ODDBALL SP-11 LAVATORY ABOVE RIM OF FIXTURE. SUPPLIES - MCGUIRE - H170 -LK TRAP - MCGUIRE - 8912 CHROME PLATED CAST BRASS GRID STRAINER WITH 1-1/4" O.D. OFFSET TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4" X 1-1/2" BRASS P-TRAP Wl C.O. PLUG AND SLIP NUTS, PROVIDE P-TRAP & TAILPIEC WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COL S EWG 1 ACCESSIBLE DRINKING F UNTAI TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND OLD ANGLE STOP AND WATER SUPPLY COVERS OF SAME MATERIAL. BI LEVEL SWIRLFLO STAINLESS STEEL DRINKING FOUNTAIN POLISHED SELF CLOSING FRONT MOUNTED PUSH BUTTON FLEXIGUARD SAFETY TYPE BUBBLER, STRAINER AND TAILPIECE. 3/8 INCH I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. CHROME PLATED 17 GAUGE 1-1/4" X 1-1/2" BRASS P-TRAP WITH CLEANOUT. BASIS OF DESIGN 3/8 INCH I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE WITH S BOWL - INTEGRAL WITH COUNTERTOP CONNECTION. FAUCET - CHICAGO - 786-E29VP STRAINERTWP - MCGUIRE-155A/PW 2150 BASIS OF DESIGN SUPPLIES - MCGUIRE - H170LK FOUNTAIN - ELKAY - EDFPB117FPK TRAP - MCGU IRE - 8902 SUPPLY- MCGUIRE -158LK SH- OWE AND DRAIN 2 ANTI -SCALD BALANCED PRESSURE CONCEALED SHOWER VALVE WITH STAINLESS STEEL BALANCING PISTON, VOLUME CONTROL, INTEGRAL SERVICE STOPS, INTEGRAL BI-METAL THERMOMETER WITH STAINLESS STEEL COMPONENTS MOUNTED IN SHATTERPROOF CASE AND ALL METAL CHROME PLATED TRIM, HAND SPRAY UNIT ON 30" WALL MOUNTED ADJUSTING BAR, FLEXIBLE METAL HOSE WITH WALL CONNECTION AND INTEGRAL IN -LINE VACUUM BREAKER. SHOWER HEAD WITH MAX. 2.5 GPM FLOW REGULATOR, COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH 6" ROUND TOP, NICKEL BRONZE STRAINER. BASIS OF DESIGN VALVE AND SHOWER HEAD SYSTEM - SYMMONS-1-25VT-FS-B30 SHOWER STALL DRAIN - ZURN ZN-415 SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION FD-1 FLOOR DRAIN CA -COMPRESSED AIR CA -COMPRESSED AIR STANDARDS. COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND = _ _ _ =AV- _ _ = - ACID VENT AFF AW - ABOVE FINISH FLOOR - AC I D WASTE 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. ADJUSTABLE TYPE "S" NICKEL BRONZE STRAINER, 6" SQUARE TOP, TAPPED FOR TRAP PRIMER AW - ACID WASTE AV - ACID VENT 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS - CONNECTION, VANDAL PROOF. -AW- _ _ - - BELOW GROUND ACID WASTE CB CD - CATCH BASIN - CONDENSATE DRAIN BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. BASIS OF DESIGN CD - ABOVE GROUND CONDENSATE DRAIN CFH - CUBIC FEET PER HOUR COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED CO - CLEANOUT DURING CONSTRUCTION, WILL BE NECESSARY. ZURN-Z-415-P-6" X6" TOP -VP = _ _ _ =CD= _ _ - - BELOW GROUND CONDENSATE DRAIN CONT - CONTINUATION DA - DENTAL AIR CW - DOMESTIC COLD WATER 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE DI - DEIONIZED WATER TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. SA 1 SHOCK ARRESTER DI - DEIONIZED WATER DN - DOWN DV -DENTAL VACUUM DS - DOWNSPOUT 5. NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. PISTON OPERATED, TYPE "IC' COPPER BARREL WITH BRASS THREADED ADAPTOR, ALL JOINTS SHALL DWG -DRAWING SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES BE MADE WITH 95-5 LEAD FREE SOLDER. THE PISTON SHALL BE EQUIPPED WITH TWO (2) "0" RINGS TO - - - -DOMESTIC COLD WATER EXIST OR (E) - EXISTING ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HOURS. PROVIDE A PERMANENT MECHANICAL BARRIER BETWEEN FLUID AND PRE -LOAD AIR CHARGE. __ __ - DOMESTIC HOT WATER ETR °F - EXISTING TO REMAIN - DEGREE FAHRENHEIT ARRESTORS MAY BE INSTALLED IN VERTICAL AND HORIZONTAL POSITION. - DOMESTIC HOT WATER RETURN FCO - FLOOR CLEANOUT 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL THE ARRESTOR SHALL BE FULLY GUARANTEED FOR ENTIRE SYSTEM LIFE. FOF - FUEL OIL FILL FD -FLOOR DRAINFOF - FUEL OIL FILL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND FOG -FUEL OIL GAGE FOG - FUEL OIL GAGE OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. NOTE: FOR - FUEL OIL RETURN FOR -FUEL OIL RETURN FOS - FUEL OIL SUPPLY 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. SHOCKARRESTORS SHALL BE PROVIDEDATALL FIXTURESAND BATTERIES OF FIXTURES WHETHER FOS - FUEL OIL SUPPLY FOV - FUEL OIL VENT OR NOT THEY ARE SHOWN ON THE DRAWINGS. _ _ _ =FOV= _ _ _ - FUEL OIL VENT FS G - FLOOR SINK - GAS 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED, BASIS OF DESIGN G -GAS GPH -GALLONS PER HOUR GPM -GALLONS PER MINUTE 9' PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON - GR -KITCHEN WASTE (GREASE) GR - N WASTE (GREASE) KITCHEKITCHEHOSE ACCESSIBLE CEILINGS. PRECISION PLUMBING PRODUCTS -SCSERIES HB - BB A - MEDICAL COMPRESSED AIR HD - HUB DRAIN 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND V - MEDICAL VACUUM HVV - DOMESTIC HOT WATER FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR TP-1 AUTOMATIC TRAP PRIMER VALVE N - NITROGEN HWR - DOMESTIC HOT WATER RECIRCULATING EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS IE - INVERT ELEVATION FOR FINAL FINISHES. MACHINED OF CORROSION RESISTANT BRASS SHALL NOT CONTAIN SPRINGS OR DIAPHRAMS, "0" N20 - NITROUS OXIDE IW - INDIRECT WASTE RING SEALS TESTED FOR RELIABILITY BETWEEN -40 TO 4500 F. INLET OPENING SHALL BE 112-INCH 0 -OXYGEN KW LBS - KILOWATT -POUNDS 11. FLASH AND COUNTER -FLASH ROOF PENETRATIONS. MALE NPT, OUTLET SHALL BE 112-INCH FEMALE NPT. S -ABOVE GROUND SANITARY MA OR A -MEDICAL AIR 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH TRAP PRIMER OPERATES VIA LINE PRESSURE DROP AND DOES NOT NEED TO BE PLACED NEAR A = _ _ _ = S = _ _ _ _ -BELOW GROUND SANITARY MV OR V MH -MEDICAL VACUUM - MANHOLE ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. FIXTURE. _ _ _ _ _ _ _ _ _ _ - SANITARY VENT NI OR N -NITROGEN 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE ST - ABOVE GROUND STORM N20 NC -NITROUS OXIDE NORMALLY CLOSED BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR, BASIS OF DESIGN - =ST= _ _ _ _ - BELOW GROUND STORM NIC - NOT IN CONTRACT 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. PRECISION PLUMBING PRODUCTS NO - NORMALLY OPEN STO - OVERFLOW STORM DRAIN NP - NON -POTABLE WATER 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. MS 1 MOP SINK = _ _ _ --STO-- _ _ _ - BELOW GROUND OVERFLOW STORM NTS OD - NOT TO SCALE - OUTSIDE DIAMETER 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, PRECAST TERRAllO WITH STAINLESS STEEL CAP; 24" X 24" X 12", TERRAllO SHALL BE MADE OF - S_ W - SOFT GOLD WATER OX OR 0 -OXYGEN APPLIANCES AND APPARATUS. PRV - PRESSURE REDUCING VALVE GREY MARBLE CHIPS CAST IN WHITE PORTLAND CEMENTTO PRODUCE COMPRESSIVE STRENGTH VAC - VACUUM (AIR) PSI - POUNDS PER SQUARE INCH OF NOT LESS THAN 3,000 P.S.I. TERRAllO SURFACE SHALL BE GROUNDAND POLISHED WITH ALL AIR PVC -POLYVINYL CHLORIDE PIPE 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. HOLES AND/OR PITS TO BE GROUTED AND EXCESS REMOVED. DRAIN BODY SHALL BE STAINLESS WO -WASTE OIL RD - ROOF DRAIN STEEL CAST INTEGRAL, AND SHALL PROVIDE FOR A CAULKED LEAD CONNECTION AND NOT LESS WOV - WASTE OIL VENT RPBP - REDUCED PRESSURE BACKFLOW PREVENTOR 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE. THAN 1 INCH DEEP TO A 3 INCH PIPE. M - WATER METER SAN - SANITARY 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL SD- STORM DRAIN CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. TYPE 304, 20-GAUGE STAINLESS STEEL SPLASH PANELS, 12" HEIGHT SECURED TO WALL ON 2 SIDES. il-C - - - - HOSE BI BB OR WALL HYDRANT SF - SQUARE FEET COI -CLEAN OUT PLUG SH ST -SHEET -STORM 20, COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET SERVICE FAUCET SHALL BE CHROME PLATED WITH RENEWABLE SEATS IN MONEL, VACUUM FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. BREAKER, INTEGRAL STOPS AND SPRING CHECK VALVES, ADJUSTABLE WALL BRACE, PAIL HOOK, CO I �- - WALL CLEANOUT STO SW - OVERFLOW STORM DRAIN - SOFT COLD WATER AND 3/4 INCH HOSE THREAD ON SPOUT. V - VENT 21. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) COI - WALL CLEANOUT PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS BASIS OF DESIGN Co VAC VAC - VACUUM - VACUUM CLEANING UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO - FLOOR CLEAN OUT ADDITIONAL COST. VTR - VENT THRU ROOF SINK- WILLIAMS SBC-1700-2-BP FD EC- FD PLC - FLOOR DRAIN WCO - WALL CLEANOUT 22. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER FAUCET- T&S BRASS- B-0665-BSTP (6) ROOFDRAIN WTR - WATER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. 1.11 CS 1 FLOOR MOUNTED CLINICAL SERVICE SINK FS 0C - FLOOR SINK 23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL - SHUT-OFF VALVE IN VALVE BOX CONNECTIONS ( TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS VITREOUS CHINA, SIPHON JET, FLOOR MOUNTED, INTEGRAL FLUSHING RIM, 4-INCH FLOOR OUTLET, - SHUTOFF VALVE CONTRACTOR OR FURNISHED BY OTHERS. 1-1/2-INCH TOP SPUD AND STAINLESS STEEL RIM GUARDS. Ra�-Hbl- - BALL VALVE 24. PROVIDE CERTIFIED COPY OF MEDICAL GAS TEST REPORT AT FINAL A.H.C.A. INSPECTION. EXPOSED FLUSH VALVE, CHROME PLATED, METAL OSCILLATING NON -HOLD OPEN HANDLE, 1-INCH - CALIBRATED BALANCING VALVE I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, WALL AND SPUD- - CHECK VALVE (SWING) FLANGES, AND SOLID RING PIPE SUPPORT. �- -PRESSURE REDUCING VALVE HEAVY DUTY FITTING ASSEMBLY WITH BOTTOM BRACE, VACUUM BREAKER NOZZLE WITH PAIL HOOK - SOLENOID OPERATED VALVE AND 3/4-INCH HOSE THREAD ON OUTLET. MINIMUM DIMENSIONS OF 4-3/4-INCH FROM FINISH WALL TO e _ - REDUCED PRESSURE BACKFLOW PREVENTER BACK OF FAUCET, AND 11-3/4-INCH FROM FINISH WALL TO CENTER OF OUTLET, 1/2-INCH I.P.S. FEMALE INLET N 8-INCH ENTERS WITH INTEGRAL STOPS 6-INCH WRIST BLADE HANDLES COLOR - RELIEF OR SAFETY VALVE S08 CC , CODED INDEXES, AND TEFLON WASHERS, -I>14- -GAS COCK WALL MOUNTED DOUBLE PEDAL VOLUME CONTROL WITH SELF CLOSING VALVES, EXTENDED HOT -_ - GAS PRESSURE REGULATOR AND COLD PEDALS, 112-INCH I.P.S. FEMALE INLETS, INTEGRAL LOOSE KEY STOP VOLUME CONTROL VALVE WITH 3/8-INCH FEMALE OUTLET. MINIMUM DIMENSION FROM FINISH WALL TO TIPS OF PEDALS FG - SHUTOFF VALVE ON RISER SHALL BE 13-INCHES FOR GLEANING OF FLOORS. WALL MOUNTED ALL BRASS CHROME PLATED G - GAS COCK ON RISER 3/8-INCH I.P.S. VACUUM BREAKER WITH FEMALE BOTTOM INLET AND TOP OUTLET WITH UNION COUPLINGS. MINIMUM DIMENSION FROM FINISH FLOOR TO BOTTOM OF FITTING SHALL BE 60-INCHES i -CONNECTION, TOP OR AS PER LOCAL CODE. - CONNECTION, BOTTOM Y FIVE FOOT REINFORCED RUBBER HOSE WITH EXTENDED SPRAY OUTLET. Do NOT INSTALL SELF G - ELBOW, TURNED DOWN CLOSING VALVE BETWEEN THE VACUUM BREAKER AND THE CONTROL VALVE.1/2-INCH I.P.S. MALE - ELBOW, TURNED UP INLETADAPTER, SUPPLY SHALL BEALL BRASS WITH CHROME PLATED WALL HOOK, 318-INCH I,P.S, FLANGED FEMALE INLET. - TEE, TURNED UP MOUNT CLINICAL SINK ON TERRAllO PEDESTAL BASE COMPOSED OF GREY MARBLE CHIPS CAST IN - TEE, TURNED DOWN PORTLAND CEMENT GROUND SMOOTH, GROUTED & SEALED TO RESIST STAINS. C - CAP BASIS OF DESIGN - DIRECTION OF FLOW AP-XX -ALARM PANEL CHINA -AMERICAN STANDARD - 9504.013/ 7832.017 FLUSH VALVE - SLOAN - ROYAL 117-0-YB-YK MAP-XX - MASTER ALARM PANEL FITTING - CHICAGO - 814-VB I I I MGO-XX - MEDICAL GAS OUTLET PEDAL VALVE & BED PAN WASHER- CHICAGO 910-G-777-19K � PEDISTALBASE - FIAT -7H-537 I I I I I I MGV-XX MEDICAL GAS VALVE BOX �-i - CONNECT TO EXISTING WCO WALL CLEANOUT �►. - DEMOLISH TO POINT INDICATED DURA-COATED CAST IRON BODY CLEANOUT TEE, WITH GAS AND WATERTIGHT TAPERED THREAD Q - REVISION REFERENCE PLUG AND ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. BASIS OF DESIGN 1 - DETAIL REFERENCE: TOP -DETAIL#, P2.01 BOTTOM -DRAWING# SHOWN ON ZURN - Z-1446 FCO FLOOR CLEANOUT NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT DURO-COATED CAST IRON CLEANOUT WITH MEMBRANE FLANGE WITH CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. ADJUSTABLE HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP BASIS OF DESIGN MOOD 711on1 7A1.1Anf) SP-1 ELEVATOR SUMP PUMP -" CAST IRON PUMP WITH POWDER COATED EPDXY FINISH AND STAINLESS STEEL FITTINGS. IMPELLER IS NON -CLOGGING CAST IRON VORTEX DESIGN CAPABLE OF PASSING 1/2" SPHERICAL SOLIDS AND HAS AUTOMATIC RESET THERMAL OVERLOAD PROTECTION. SENSOR DIFFERENTIATES OIL AND WATER AND ALERTS MAINTENANCE PERSONNEL WITH AUDIBLE AND LIGHT ALARMS OF HIGH WATER OR OIL DETECTED. BASIS OF DESIGN ZOELLER PUMP COMPANY - 940-0005 (N57 3/10HP,115V PUMP) 5H-2 ACCESSIBLE SHOWER VALVE WIDIVERTER AND DRAIN ANTI -SCALD BALANCED PRESSURE CONCEALED SHOWER VALVE WITH STAINLESS STEEL BALANCING PISTON, VOLUME CONTROL, INTEGRAL SERVICE STOPS, INTEGRAL BI-METAL THERMOMETER WITH STAINLESS STEEL COMPONENTS MOUNTED IN SHATTERPROOF CASE AND ALL METAL CHROME PLATED TRIM. HAND SPRAY UNIT ON 30" WALL MOUNTED ADJUSTING BAR, FLEXIBLE METAL HOSE WITH WALL CONNECTION AND INTEGRAL IN -LINE VACUUM BREAKER. SHOWER HEAD WITH MAX. 2.5 GPM FLOW REGULATOR CHROME PLATED BRASS DIVERTER AND FIXED ADJUSTABLE SHOWER HEAD WITH FLANGE AND ARM, ALL TRIM SHALL BE COPPER NICKEL CHROME PLATED. COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH 6" ROUND TOP, NICKEL BRONZE STRAINER. BASIS OF DESIGN VALVE AND SHOWER HEAD SYSTEM - SYMMONS- 1-1 17VT-FS-B30 SHOWER STALL DRAIN - ZURN Z-415 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 [ , . . . . . . . . . i y t- a' s 1 b£3. xrh 6 a £ st 1: R 3. . :t•,£u3£::• is i t�3 9 mm"' ,,,.. n .r 5,Y - L.3 1'. a..3 -: -£., ,.. ,... �<,I.I.z°Y-.., �... _.- .> ... ,.. .� . ... ., ..... .m..ry a,..r. a, n.&�-.--� y, .., 7. ... .. ............ .. ,ts. t. ui.v....c-u�._i ,.. £ SHEET NAME ISSUED P001 GENERAL INFO, LEGENDS & SHEET INDEX - PLUMBING Yes P111 GRAVITY DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes P112 GRAVITY DEMOLITION PLAN - LEVEL 1 - PHASE 2 Yes P113 PRESSURE DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes P114 PRESSURE DEMOLITION PLAN - LEVEL 1 - PHASE 2 Yes P115 MEDICAL GAS DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes P116 MEDICAL GAS DEMOLITION PLAN - LEVEL 1 - PHASE 2 Yes P121 PLUMBING DEMOLITION PLAN - LEVEL 2 - AREA 1 Yes P122 GRAVITY DEMOLITION PLAN - LEVEL 2 - AREA 2 Yes P123 PRESSURE DEMOLITION PLAN - LEVEL 2 - AREA 2 Yes P124 MEDICAL GAS DEMOLITION PLAN - LEVEL 2 - PHASE 2 Yes P211 GRAVITY PLAN - LEVEL 1 - PHASE 1 Yes P212 GRAVITY PLAN - LEVEL 1 - PHASE 2 Yes P221 GRAVITY PLAN - LEVEL 2 - AREA 2 Yes P311 PRESSURE PLAN - LEVEL 1 - PHASE 1 Yes P312 PRESSURE PLAN - LEVEL 1 - PHASE 2 Yes P321 PRESSURE PLAN - LEVEL 2 - AREA 2 Yes P411 MEDICAL GAS PLAN - LEVEL 1 - PHASE 1 Yes P412 MEDICAL GAS PLAN - LEVEL 1 - PHASE 2 Yes P421 MEDICAL GAS PLAN - LEVEL 2 - AREA 1 Yes P422 MEDICAL GAS PLAN - LEVEL 2 - AREA 2 Yes P501 PLUMBING DETAILS Yes P502 PLUMBING DETAILS Yes P601 PLUMBING RISER DIAGRAMS - GRAVITY Yes P602 PLUMBING RISER DIAGRAMS - GRAVITY Yes P603 PLUMBING RISER DIAGRAMS - GRAVITY Yes P604 PLUMBING RISER DIAGRAMS - PRESSURE Yes P605 PLUMBING RISER DIAGRAMS - PRESSURE Yes P606 PLUMBING RISER DIAGRAMS - PRESSURE Yes SKP-1 PLUMBING 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FR RARCIITECTIRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. FlgjdaLice�se #71576 a ®® No 71576 �•° TATE�OFt ���•Qa�OR1 c0 Florida Hospital Zephyhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05,10.16 ADDENDUM NO, 1 1 06,04.16 CCD NO. 1 2 GENERAL INFO, LEGENDS & SHEET INDEX- PLUMBING PROJ. NO. H-18021,00 SHEET DRAWN ALR P001 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. 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I � 11 ( 3 � 1 " i,­, � . � GRAVITY PIPING DEMO PLAN - IST LEVEL - PHASE 1 , ' 'I'll " �� f 5 F � � - I � " �,.r �: t 5.6 "; 6 ' 1 m 2 m 3 m 4 m 5 m 6 m 7 m 8 m 9 m 10 m 1 1 m 12 m 13 m 14 PLUMBING KEYNOTES 1 1 EXISTING 3`V IN CEILING AND UP. 2 EXISTING 4"S IN CEILING AND UP TO LEVEL ABOVE. 3 EXISTING 2"V IN CEILING AND UP. 4 EXISTING 8"ST IN CEILING AND UP TO LEVEL ABOVE. 5 EXISTING 8"ST IN CEILING AND DOWN TO UNDERGROUND. 6 . EXISTING &ST UNDERGROUND AND UP TO LEVEL ABOVE. 7 EXISTING 6"ST IN CEILING AND UP TO LEVEL ABOVE, 8 EXISTING 6"ST IN CEILING AND DOWN TO UNDERGROUND, 9 - EXISTING 4"S UNDERGROUND AND UP TO LEVEL ABOVE, 10 REMOVE EXISTING PLUMBING FIXTURE, REMOVE EXISTING SANITARY PIPING UNDERGROUND TO BRANCH FITTING AND CAP. REMOVE EXISTING VENT PIPING IN CEILING TO BRANCH FITTING AND CAP. I 1 REMOVE EXISTING PLUMBING FIXTURES AND ASSOCIATED PIPING BACK TO A POINT INDICATED ON THE DRAWINGS. FIELD VERIFY . I 255 S. Orange Avenue Suite 1600 r1ando, FL 32801 Phone: 407-841-9050 E N 0 1 IN E E R i N c Fax: 407-540-0234 FOR ANCOITECTIRE www.tic-engineers.com @Copyright2016 TLC Engineering for Architecture, Inc. I COA 15 - TLC NO: 1 1 5498 1 SEAL Aaron Lee Johnson, RE. Florida License #71576 tzlaR-�'F, , , � - - I 'I, ,%,F�F"', '-- --- . 1% V -'E. E ij � � � ,4 -­­­ ��, F,� " , , I �. z-- tv , I �'., " . C, r- 11�:�- , " I, 1, -, . , - ". . ,4�- '. ". . � 11 .. : - No 71576 %.�- ;: *. . . 1, -- : * � ­ ­ 110 1. :,_,_ f, ib - . I . j, - , ,��'- A.,�PF 0 : , I � It ""q% , .1 "", �,�� `�, A, � % �, 16 z 4' ., , '. . -�, -1111t�: - "o, - � � . � �,� � I ,§�, ,, � , � , " � . �11­ ";,.e,S,"" ` - ' � " " e 1112 f"I 1%'r ��, �1- ,�7� SAO f 0 �� - � K, A' . . . 111 Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION 1w Hunton 0 A R C H I T E C T DATE SUBMISSION NO. 04.115,16 CONSTRUCTION DOCUMENTS_ 08.04.16 CCD NO. 1 2 . — — — GRAVITY DEMOLITION PLAN - A LEVEL 1 - PHA%QjE 1 PROJ. NO. 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"" IN l� " i .1 . 1, �: I � 11-11­ ­ ,7 � , ,� A , ,,, _-, , , � "," , , ,, I I , I , C , " I i " , � ,., 10 11 ,� ; � " I � � ii'�r\ "A i, ; z % I � I � � I � - I � ­L ... �,. �., ,; � I , i P � , - I I'll ig, s\ ims, " I � I i I � � I � �' , , "j, - I ­ I I - I " �� i ,�� EXIST 12" ST- �& ,, - "' 'i S I � I I IIIAN ", "" I 1, 1=1 lUERF- i - �' I I I 11,�,_­�,� � � I , .i­­i11�_­1_.1_111i,_ , - RZ711 _��,��F _� - � �] �, I � � 1� - - � , " I's - "I y " � . - -, - _ � ;� I § 1, 11_____11­­1__ __--i _­1­­­­1­­__EXlZ31 10 , i,,�IX4,�,�,mIo,n �� , , � � 1_1!*r11!_1^Jfl_ RK� - I , ,��,11--".,-","",�11-1--l-I'�-,------"-,--.-,",.--,�-I'lI -.-% ` ,� I ,� 0 �' " I 11 � I �: " _'11,11 , EXIST 8 T K, - 11�1_7 L�. i i�_Ila.,_ _�' t� - � I , , , 9, AIMLI - I I _�L, I , - Y, ,,, , � f � - � a ... � ... , "', ,� -,`�`, I W 1�', �111�� � . ­1 ;: I - . , !119�_, I __ . . , , � . i", ,,� , - ...... 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I'll""!,/ I 111-1, � I � , / � I -, - ­111 - , -` , ; ,i,',`,,­-­" i", -, "' I I iNkl��111 11 1 4 11 11 %; - , T& " � i, �­ � " I i, m , I ,R111 I - I - I " , '�l-,-.,�::,���'�-,�,,�,�,'��:',: ==:77"", - �, L!'.1-2- ---,,i--- _,z___,,__EXIST 6" ST,­ , 1, �., . ,, 1 �� ,, � 7 - �� , � I 1; ,zl� ",% � ; 1! ,� I ... . ... . , �ii�=,", � __'_=Z::Z=,.,_11'._1 "" � I �, I I I � I " I , I �� I -11, - ` " " , I ,�, I �%i, - , , �, "I" It'r ,�%- "' 1 , I '_,"I"', � : � I 11 it " \ . c 0 li;z,5. 6 - , , L L. i -,, I � : 41 � ! — 1; , . - I �� � I ; � , � . � ! . � I I , I - - — — — " i . . .. — — - — F ­­ - i C I I 0 I — — — - -_ I ') I — — m . CO(E) " .1 ,- 11 ! : I I , 11 , �., i ------- 40 , I `110--� ,,, ­'t. i r— 4 111-1... � ,­­., I I I "I — � 4_1111 1 � '+ � , 0�, I �, 1, L_ — — " " I "'I � ,I , � A� � j — — ", — I . "I P — — — z � �, I i - .... 1­ I -_ . : 1� - . ­1 --�---�-�----,-�-,�1-11--l-1--l�.--.�l-- ,, i - I it 1 � — — — — = _,a 11� _4L_ i ___ � — — � I � 1� � — . 1 5 — I ��,_ I ,A\ IN I - , I t - I I , . , z —1 I ; I il� , .1 , : — � 1� , I — — I � � � — — — — i F— 1� 9 t _____e�z I — = — �, — � I 1 11 "I � . a = ; I , � ; — I I _z=_ �..__ � _ 11 � I 1 :�',-=---7­='� - -�- , ; ,I — I . ,, z - - ._­­ --- 11-- , , , _', __­1 I— _­­_ ­­ -_ --- ---- I I t- i , . - =_ 77 �_, - 17= I . - — i w � 1� " '! ­ 4 !,----y��",---,=����=:="Z-,:",--7 -__7 f =7 777-77 � I_ " ==7,11 � 1, � 040',,� -4 R11, : A - ; - - . , I V �, , i z I i i I,, I . � I " � % ; I � � � � =#= � 7 i ,; I I - q - L I . ,� I ,�'. j I - � '11T_ - 11- .6 " " , , � 11 16-3 1 1 , . ?" ,� � ,,_ �_ - � I . � -- � � � � = � � , - ­7 � L - � � il � 7 1 1 = - � - � I I I � I I � z I � I 1� 11 � ,'I i',� [�­ - "" . , ", � ,� , - I'll I � - , i i .. .... �qw_,::�'__' ... ..... �� ", , _­­­ - - - ,_ 'L -� � , ,," � I It! 1, I i z z 1"' , I ___, 11 it, - 1� i - - I ,­ - " a, , - ", I � I - ----- S .... ­­­1­1­1­ --- v` _.____­_,, 11 I 1� - I - W �,__ _=_ ,X , I I @ k."7w7,_R;w � ,,_� ­­ .- - z I I �:" t ,� I - ___. , �', _Sl 1, , : : -_ I . I I � � � ,; ...... . I ,'I , , � � � . I ., 4 �r , , I - � , .... 11- �, 11 I: I ' 1h I ,� - I i w,�­`­`�, EXIST 4" """",­­`"N1, I I I z . -L 4____11_________,__ ________ 11 . , T . — ; I . ,I �� : - , _:i,l �, I = I m � � . (", �"",:" %111 EXIST 6" S- , �i __ _:_-, - � I'll I'll, 1- . ... ... L 11 -,", 'I '� EXIST 4" S 1, 11 i � 'L ��i, ,,�Zl_i�, X ` - i, , , x , � ,� � �� . : �: � ""4 , I- --i, \­,z%:,�:�,"'U"', ,�� Vzz --, - -, 'I'll, ,� \ 11 - - , i "'. _'t, �ta\_'� 'E�1,:�K­_L�E I" � f � , , 1, L", � , - _z ". � , . T '11 ; �, I , L. yl I, I i� 'E.-I . , mil I , t "I � H .1 i , � L�z ­­,", � n i . 11 , , � , I I � , , �jp I I � . , r � ===.11"_. , I : : !'� � � , I, � ; : , , 134:9111�= = =0' � . I r I :1 I ­ I , ; i ;� i U t 1 I III", :: � I 11H 1: � : L, I I - j- , I 'A - I I �, . z . t I I I 1; � I t % ; I 'INWI, � , z i 01'4� I I �j ,; EXIST , 9 � �_z.�!%,Qj 2 � I , ''. - � 1 6­ �,�, = ; , =;�� �! Jl I '�', I : i I I � . . z I .1.11, - '�ju, I 1,_11'__,____ I t ` i t ^` i . - ��'__f J �:"'_­_­ q � - � - L I ". I I , I tz� �Or, M L ; I � � " - I '� i � � . I , :� I , I ,,, I 111� -, - � ` , , d .;.i___' . , 1 i 'I � I" i � ", 1�� li -, -:1 141, EXIST 4" S i� ! : �: �, &I z I , 1 L Ili \ 2" V- ��`i.�i?-O% 0 T� 9 1'" ��!! �i Ili/ . , � =�j - I : " 11 iI i� " . i � �,��i" L I � I - I p i z I I I I I i :I . �', Ill : I I �, �,��'o'!., I � � 11-1-111- I ,�o R . 'I , I z i � �, " , � . . . I , : ,� 1, "I i � , I �­ ,; '_ - : , I 1, � , " ,, � I � z I . I � z : ,., _ " I I � 11 1 1 . I 1 � �,, Iz . I i-, -1 "I "I'll �i I fl L , � "I " I � � ,I I � I z i � - 1,11i I � ! , �_ I � �>�,,_�� . I W ! I' &,', �, 4 �I � "I I . 'i : I I : I 11 . � � ­1 . I i, : I 1, � ���----,,,,--,--,---,,'�--�--,�-- I � I � I I I , . I I% " , % I I � . � � 1 � t I 11 I � " T A T1 0 � � I I I I I I I 1� : . 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I 11111111111111111111,11 ­11-11 11.11.11.11.11.11.11.11.11.11�'.11-1 .11,11.11 .1-111-11.1 ... . ..... ....... ... ­­,", 111111-i ,�, J,­ - §­­1_._­ " ­­ ­­­­ . . . . . ...... I " ; I I I I I , + ; i I I L I i - 4 1 � I I ; ,,, , 11 I I " - 111. � 1-1 I : __._ ' "M ___ , "I 11 . I %, I � � I - '� ', � w, jr ,, ., I 1. I � I � � , � ', 1L , , / - - , � ��� '� I , , I : . I I I I i � i, � . 1',\< " z - i " ; . : I H I 11 .. --- 777:717r, i: "" " I Il�� z . - __2 .... L� it / L', , 1 / ", " I : , �f I- " , ,� ­­__ ... R - - I.- YL111-111 ___ ___ ", r � /� "', I , - � J i'o'l_' - �_ 11 I'll ­_11 t . , I - � � � I I . oi� II� 'M . .. .... �, " " " "': .... .. . z -­­ . ..... .. I i'­ � 1 1 1 1 11 I I - i - ; . - i I I � ; z I . � - . I I 1_­­� ,." � ." I= 11 � I 'I , I , " l�: I � Z - : `- "! , � - N '1111; Z I 1-11., LE, _I , . 1­11 I --- 1 � � � ' ' :1 ..... .. %'_ ... .............. _111111z 11 111-1111.111111-11.11111-1- ­ ... 1­1 - .... ..... ... [ ... ..... � .... 1� ... . 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I o�, , , ,­ r:�, , �­ , \ I I w I _: j: j j �,:,�.,n� �,� =,�,i� :�� I'll, .11 ''I i P I., �' :",� � , I 1 t- R / ;1 / ------ __-_- - -1 H111 ­­­­ - r, -- iq_ I ,,�'­P�-_- -,�,�:j,.` �, � " __ , - 1� . - , ; --- - .1 - � I , 1, � ­11i, ." �� ��,, � � , , I , _,11- "I I-- 11 �,,, 1-11-111111-1 .11 ­1 11 ­1 1; . wl�_=,­`,Mll +-, -,--,I V, , -, r ,�z' � � ,_�_, I � li�l 1-1 , , ] I ­ -- ti � , � . . I �, - -1-1­1 I I . I I I 21 ��;, 'C I � I _­­ "' EXIST " V_:­��;�%�:`__'��__­___'_ I-— I , �_ - I � ", , , I �'­___ I—— 11 , - '. . I" ",­-, � I I . " . ­­ 1-111-11--1 ; I - y" I,� __ I � , I 11 �- 1 2 ,� I'll, '. " � I I I . � t ,,I�'/ . � - I I �, I ` , I I � I I I 1 . I . �1` 'I` '111>111" , I I I I ""' , I", � . " - - . ! 1-1111.1"z I � 1, " , : I, , � ­_ I ,I � � 1 5 �11-�,­­-­Iyl­_­ ,­,-­�­ I :: � I A, , " �. � i � � 1___­__1_ ­_­�111�L­`,�,­�11 �. I �` �/ I �­­ :�.,,�,' i� ? "�,, �, " ,� 6 ,,��_ 1 V'E A5 T � 1,111 '' 11 I ", I 11,11 III I . ., - I 11 I I � � ;t 1­11 11.1 ___­`_____­, " � ,i. 11� ,_,I , . , , i !,�F - , 'm , � 1" � � 9 :� 1,� � 11: 11 I I ` .� , t , -L I . 1b � � I ,Ir 1- . - =;F:= � i � � � I I ,'k� , "iIII � t . � :,'�,""7", , 111I,109"S j ,;,i� i­ EXIST 2 " V11" - �� -T,, 11 'if I-- I" r I I � I : - . I 0 1�1� , . 11 i " . � I I . , � - I � � � 11 ,";­"�.:�2_�� , -, , I 10 L ,,� I ,'� " "; ===1 .'ORS' I : z " a � � , I - S�� . I 11 Co � � 4 � %111, l", i ,i,­Ulm, I _­_____ � : :,� � i !I "N" , , ­ � � ,� , I / " ,,,, � , I I , ", , , I i // 10111t�' I I � � " , � ..... - .., I . ..... .. ,,i, ____ � ", : I �� � i 'I, . , = � ,_ 1111 �� 6 I , I ', " , I-- I : , . , � ;� � - I � � ==�I'i= � �_ � � _i �, - �1/ I - ; I . , � I'll, I I I � � �_ I I % I � I I --I[-, I . . . . % � I , I 1__­ I - I I � ­!�,� �--i-I-�­­,"'kV-z ­-,;� r � i -1 q, � K--i �,�,�,,,�,'�,,'-',"',�",!;�������,�!:�t:"��::,I �1, I -Ir -,:, � . �, � i�., _1 , k I . I - - � 11- -11, I � - , I �'� *� , � . I I'll --- 1111-111111i "., -, , - F­i��­,r�F­,­ �,,',','��,4-"r"-"�,'-,7-�-�-1--l'�,�I 11-111,111-111,1111, _; ..... . ­­1­_1­­# I I ii 11 le ­ � i - � : ­� ��-;r,I�m­7m­ "��, 'wo, -� mr, �- 7, - I , : I I I, � ,'e­­ I ­11- - ��A - , , , � � 11 " I � .. � �� I _T I 11 11 "I'll-, ­11 ­­­ 111111-11- "I'll" - 1-11.111111-11- 11111 I - .... � . . ..... . ...... . . . . . . .. ................ -"", ""i ......... ..... . . ............... _-, " "' " """' """"""-""""""-"-"-,"-,-"",', "I'll ­11- - I; ..... - � � i 1 5 � , % I I ,� I I", , .1 . I � �­ ,. . �' I , ` - I—- - �, 1&1�i ... ; , : 1 . f i, ,"I I a � r , � I � � ", . z ; 0 1 , , � , -,"I , I i i i"":i 111�; I I I - : I � I � ill �I , : i -, i I % "I � � 11 I� I : ol ; . I : I I � � " . � I I �. � I I "I . I I I ii I :i I 11 � I � . I . I :1 I � � I , " ,�, . , ; I � i � P1 . � � � I I I I � � � ­­­ I,_ - I 1". I I ,,� I 1 i I , __� 1. ,/ �� -n� --,-, - ,,-, , "'s -, ,,, - �__ __ --"---. ____ .-,--, ___ ___ _-_____,___ ... �,�"-,�,�--"�,-,�,---"-"-,.-�-",�""�--.",.",.-,-"-.------,-�,�,�,-",-,-,-7'p�,m�r� "' ',p,r'��w ",r',?'t�'�' ,,7��" , _ ,,, i � . : 1, I �,�,' � 1111" , ,� - _j f .1 " . . � � I . . I I . : �-� � , . , � � �: " II I I . , . . , I . I � � I I ". I /I 1� , -i j, � , , ­ ", I 1� , I � � ; 1, � ,� I . - I � . I - \" I . i i I . i z ", I �� I .1 I ��, -i-: � I 11� i- . ,,L� , w . I I 11 : ", I �, .. � � I I I 11 . � ,I I , I ,: I _,", i 1�, � I � . I � �j , "! ., 'O" � , - I � �� : I ; . � . � � �­ I I I � I '_ � , . . - �, _R', : I � I - I I I I ­ I..... - 1. I ... � I ) '^ = 1� 11 - I J E j . I i� I . . � � I- . : z I . ; � � - i I I I . � � E ,,,,, U R, l� T Y ; r FIC , � F,", I EXIST 4" S I ,`,"�` I 1 I I � , I I I � z, ; . . - �I .1 . ; � . � , �,,4 -----­-� ,I I _,_­_,­___,_­­ ��, . lfl I n k I � . I :, . . 'j � I , � I 1; ; 11 11, I - I I t I I � il� I � . N 111111 11 � � 11 , 11, 11"'i � I A , q � I i , � i - I i . 1i I IL I I ". I - 1171 L 1 r_=r - N �� tt tt I g t - I I I! X 'I, i ,�_l I'll- � I , �i' 11 I I, � � I I � � � ; � 3 i i i I i � - _­� A '01 1-1 "I t � V. I I I ,� 1 4 1 1 i z . i F I � i I t i � � � � , I , I i i i � I , , I , , , , , I I I I � � ; 1 I,�tz �­ �, I I i I z , . R ; I . i � � t I _, � I � � '001 � - _1, I "O.1, 11"I'l "I I �� . , , � - - ,� I I : I 111 ^NLIPPL, 1' i C 0 NT �1 It"I __ - 6, I ­ .. ... � I , , � :111 . I , I - , , � . I ! ,,,,,,,,, ,j1,_,.46_'-_�""_,_,- � � ,� �' r I ,_ _� ­J L""',_ - - ----- �, 1:1 ", �� "-'-" 1�1, � I � ; I I i. , � , "., R I � 11 111_11� i 11 - �i,','­­ I I I . �, - A' � i SCAN � t_� I'll --- I I _­­;i�­,�;­­11­11 --- 11111-- I ; I I � -I " ­� - b I . � � il� , , , 1Z '. ) e- � "" , - Q1001i, 11 g, -­K�" , , - I I% � I I I � � ]� 1, p"! - � � � I I�I 1-1-11,11. I I . iq" , '_, I . . .. , .- , I - I � � I , I , I R , �, �­ 11 , ,�j___-, 111-1111 -11 . � EXIST 4" S 11 EXIS 41' S � i___11_1_11� � 1-1111, -1-1 - _1____1_­ --- ­­ , . �_ ::, � � I - 11 -1-1 ­ -__ I-- 1-1-1 -1 - ---I-,-,-- ­___ ,_ ___ , - I I � "I I'll. "I'll I - 1,­­ �` 1-1- 11-1. ­. ­1 . I ­j_'__ .- � ....... � "t III CT "'CAN ill, I � z� I :� ; 1, I I I I "n I . lo, �­,-, 11, � � I ,J], ; �,�,, I I , '_")_- -,-, ,,--", 'r-"-,, """��,','�""�:'�,:��,�-�o,',',�=,;'�'t,l,'�.'�,,,,,,�I ,",r 1 '7, - I 11 ""' I v . . � , -1 I , _'i . W��, a" � m=,--cl _��,�,'_,'_'_i,� r, _1,11,'�_ ?, z-�., � i I � I 11W p , 1�;_ � , 1-1 - ; , : � ; , � I I " " I I ­­ I - , I- I I , , -, ­11, , 11 , : ... I j � i �:,� i �l ., , ,,`� 15 0 1 L 5% . ; ,� I "I" '� ,7 � , � � -o DE � � ,�,,,-�""���,�"""�,,�,'�.+,,.,',�".-��, � � ......... ...... . "I'll", .... 11 �� 1-1 � 'I' �­ � " - ... ... - ... .. __ '". ­­ . ................ I..'' . ...... I .... 1".., 1.11­11.11­11� 1. "� " ".. I ......... . �,Z .... .... W�._­,� I I . F", I � , � I E � , R A. � ,,�, p I", 11 .1.11 .... ­­­­­­­+­ ..... ... .1111.1 1­1111 - .1 . . . . . .... ­1 1­1 . . . ..... � ... - ..... . - .... � ....... - ..... - ­­­­ I - `_ , 2 � I-, , I" �il , i I . r . 1'� i� . � � I 'A -, " I I I 61 1 �,, i - � I , I � � �, I 11 . "','',"., . � "I , �� " 6 , � ol�41'.t,_, I , , : I � I � il; � " . I �;j I: I � 5 , �1 ! z i I EXIST 4" 1 � , : z n . 11 -, z . . ,� i I� 11 'k"i"' I " , I , , �,11' I , � -1 � I I I � "I i i tW k. : � I i , ", ,i - U � � �, � I FCO(E) / ,", � I " I TIL � ­� ; � . I :� : ; : � ; � .�, - - - - i - - - q: - I ­ I I � �, — 'i Ex I 71! �:� I . I ==*= I : ; 2.1 �: . . I I I — — — — — ______1 — "', � i I z � -, ,ii, T � I—- I I T . " - I- I . � , � �:� �. , � . . I ; � � 11 I�, ", ,,,,, I I. I ,,�,,-� I I�,=, � �i �_ 1. , i,j : I � I I - I . . I I �' .. "' I Ll M11 P !, , , '� "., I � "?", 4�� 1 ! � , I F, ; I I I � - . t I ­­­ 1. �_: : .�� \\1�0=� :W� A 11�� I �,, i I l", I i . � ,r � I �i � ;j I � � � I I . , I I I.- ,_"� � " 11; - :� w j , � � P 1, I I I !, � .i ! I . , , , I I I I I I � r-, ----,--"-, " �j ; 1_ � � � ... � � ,,, I I __ - - , . I 10 1, � 1� !� I , 1, P, ! i - I �1, � I I �I . -, , , ,� , I . , � I i 11 ­� I I I '�,� � I �, I i , -> "", :� , I . I � i 1. I - k1I _61i` 1- , i! � �: I , ) I z I i 1 1 " , , I I; - ,, ! z I 1,11, � I ............ __­_­­" 'I W I . I I N�,:;! �� I I 11 , I . I �kJ� i I % � i ii,­ ; "Ill 5 , 11, I I , - ---------- - - � , I I 11 , I � i ,I,- '-i P ", I 0 `_'_'7_LJ ' �� A I i 0 � ; :, �� I gp', l� , I � 1, �,� , 4 .1 - `�� ol 11 � I i t- i I � I �, j -11 -I---,-- . I 1 " !" � . ....... .- - L I � L , L _' � ., I � I - ,� � I � . ­_� ; " ', ` : , i � 1� I , I I . I I� , , , : Ill, . I I S�", .1. . , � � I , " � I, \ I , � I . _ , ,_ 1/ - __1 —.1 I'll- � �_, ,.­­,­,_ 11 , I I I , , �1111.� 4 � , ,� , ': ... 1- ': . - � ---t j I I � � I 1-1-11-I'! �! I � � I I I'll . I � � , I , _­1%­1 ­,"_'1'_'_", , 7, I I T 41' =, I , ,q,", - � I , , , . . . . . . . _111 �,�I,­­­ I �­­� I I � e-�, � � I . 11-11 , �� . 11 :, I V -_ I I.- p ­1 , . , --�,,�'ll-l�,�1.111,11-11,11111-f 1� .. .... I'Z'_'.,�,._­�'.,',�"_�'�'� �­ - ­", I 1� I � I , , � , � - I - - _­­­111 _­­­11 ­­11-1 I -- ____.__ 10 `1 � , � ,-I.- __11'11'0�1,11111 I __ " -1 11 - ------- ­111111 ---- ­­1 �­ ­­111-111-1- - __11 -1 ­-­­_� " I , I �I_ 1 -7 : t � I� I �_ , !,�,,_,, 1�- 1-1- - ------- __ - ­­ - 1-1-1-1-1 - ­­ - - - - __ I-,-,-,- ­­_ -1-1-1-1-11.1-1- ,� � ��, � . ___ _-1-1-1-1-1--11.1-11.. ------ - -1-1-1 1-1-1- _­ _,_ 1-1- 1-1111 11 _­ � I , '_, I I 1� . . ­� . , " j � - . - -1-1 - -11 � ­­ 1-1 __ , , � , , , , .11-' I- rAl -7- � 'r 't ----- I _11-1-1 , - ........ i, _,_ --- - ---_---_ __--- - � � - '7, ,it , - ----- -­­­ , 11-1-1 -1 C� �,'.11 I R - _ 1111..� F_ _,."_11 i " I I D E) , b I . . .1 I ,� . . I �'. A ", , — I I "--,I ­_­_=� ---- ,­­__­____­_­1,_ , ,; - ; .. I � ,,, � --_--______� , '17 �'� - ­J I , I . "",I- - I ­"'i'L'�"I'L' -.1. , r - - ,_ �� - �i � p : : � .,., �' - ,_ " - "I'll", � -11,11,111,111,1111.1'll-Ill""I ....... -1-11-1 � C", ", _____,__�==_� r ............ . -7, , ___ __',� .f--- � i I 11 I . I I 1, :�­_� - '' " , I � � I : , - I I . ................ � ...... - 1­1 ---­11­­1­­ ­­­­­­­ - ­1 ­111111 ,11- "I ­­­,'"', I - I - .. . . I .. I ,;,;,; �;z; ....... � � / . . I � : ; I ; i I � �'11111111 ,;;; � 11" ,,;,;,; �;z; ....... : �i ­­.�� � r— I � I .1 . . ''. - I - ii��, ; . 1.� 4" . i � : I I I ..t � - ", ;1 � I I � � S'. i li,, I �� : �- ­ �­= , 1, �� �;­:,;­�_ - .. 11 11 - . I I I - . .EXIST 4" I F I I I � I :, I I I ��, 1. I , I � ill ,, E� C, I P, 1, I : , I - � I . I q . , �, . ,�; = . � I I , , , I L Z:� - 1_� ill 11 1_1 I ,'I z 0 � , 1, 1, � , I I z:� jl 1� � , �,, , , I " 1 :5 . � I. , , , I il . , I I - �, � '' "", ", , , " , " " " , 1, ? , . ,:w � . = � I, 11, 1A I , � , ,,, ; " "' I . ,,, I �� � : � , I � , i : � ,,,�, - I I � I . , � ,�,rg, ; �; "I "I . I !"I", 'T I FCO(E) , � "o . k"I " C""I 4 ,I I ­_ . I . " , _ . I NR ""I , . I . � I � � 1� . I , , , , I , ,',�,�" ; �11 ,:��, ,,, , , -, , �, ; � � . 11 " � , � ", y p 'I � �', il ik , � "" 1, 11 I z i . � I ,� � � i . " I , I . i � I �e . , X , I � 1: . . ��, I I? � , � . � I I 7") I, - �I . � ' I " � I � - �', " � � , I , , - i ' () 'i EXIST 4" S 111 E : . I f �I � �, I � , I '' �' ­��', . i` t I � . . I � . ilt!" �' I ,�, 11, , ; I I . . I :� � 1. � I " I I, ", ": � . " : I �� , I A . ..... .. I � p: 1: . :p_:�ji: __ . I I � 111-1 ­­­­ =__, 1`�',," �,--,:%., ... .. . . - I , � � - I � � ­� , I ,., , � . I I'll : : � , , , � � I =_ _____ ... ... - - _____, ___ - , , ""-�,—�-----,—"------,--,—"�,--� I I ­­1 il= -11-11 - '�M'M- � � ; , � - I I � -mv�:,7_1. _­­�­­­­ I - , �11­11111_ - � ,_=__^,­_ _,,' , , , " I I I 1­1 11 IT- I V ........... . . -----I,, --_��­ __­­­1­'f­ 1­1 � ­­ ..... � ­ ­_ ---'- '�'�­­` ­� . ............. ... m, - -- ---- - �,--,��­V,',,=_m , �' ------- I - - -- , --;I- ; l I\" � ,z " ; , -, - I � , i­ " I ! , I t I � , ,� I I , � ; - , � I.. "I'll-, ­­-, ..... 11 . I 11 "Ill; I :� �: .Mi��J ­11.11-111.1 ...... .. .. 11 1� I �_111 � / 'I" i I 1 / � L� _,_1_-_�I,, " "" ,% , � I.". I - ­­ - - , - � - 1. - - 11 - - - �... - - ­­­ - �. ­.. - � 11 I... - ­ 1-11'.. 1-1-1.1.1 - I 11.1.1-1.111. -.1".. .11 11 ...... .11.11,111,11111. 1.11.11, 1.11.1 ... 1-I.t.,­ , -, r_-_3 I � ,: %Z I I'll, I T - ==�= ==%� I t -,--,^ .. . ... ...... .............. � " f , � , I I . � I I , = � " " �' - , I ; - ��­, U ,,C': ,.", , 4" I I, ; i,_',�, � � � ­,C � , � � � � �,�, I ,: __i,:'1­ :'��-,%� 17 I �',��'��'-�",;��""",�a�����-,,����:�--,�,�',�, - . I 'L, , ­­-1-1-1 I I � " I . ' 11 I'll, .... I .... ... ................. �.. .1 ........ ....... .. .. ­­­­ ... 11111- I .... - ­­­­,­­­­ - 1. .... PE ED 6, , I , i� - I I � . I---- I ..... � ,` 1 � ,Ix, , , , 11 ,____7 �� , , I . , , " o , i�', ��, , �,�� i J, , X; ,,� 1 � ,_ ��, ,,, , I - � , cc, 1 . . :� '11i r "i ! o_ �� Iii., i, 10 " 4 _5� � - - . i � "" "" ,,�_I , "" . - I -0 _�== ===3#W- , 5 � " c , I �i,_ 11 .1 , I �11 I � / "I / \31,111- 1, , I i I , I � I I � I � . 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I I I I I ;� . :i I z I ­. . i I I , � � - . i i � I "Ill . I � �_ L . � . I FUE.JR-12, I '� - � I : . � ; . P : I i " I I 1. . � � � i z 1. . I I i i \/ z � KAL , I ; �� � ­­ 111. ­­-1-1111.] I L t "? ­ . \11". � � I , , - 11, ­-.1,11 . ,/ . . ..... ___," /�, .. ......... . . � �,__ ...... . 11, � ""I'll � "", / ""'."'."", I, . , �. I � , / 1, 11 I I I � 11 11 " 11 I . �� � e-) ,4 -I � i I 1 ; (1Z "I I ; I . z ; � � . . . � I I � . I "I � I ��,�,.iI�lj � I I� 0 1 11 , ' 3 � �9 " � e 1� .t i' 6 ` GRAVITY PIPING DEMO PLAN - I ST LEVEL - PHASE 2 1, I " 11 11 , " 'III \\ / I , \_ __,�/ 111"__�/ \11- ..... . � .... �,/ 1I__1__", ",ii__,- 1 m 2 m 3 0 4 0 5 m 6 0 7 0 8 0 9 m 10 m 1 1 0 12 m 13 0 14 SHEET NOTES: PLUMBING KEYNOTES I EXISTING 4"S IN CEILING AND UP TO LEVEL ABOVE. 2 EXISTING 4"S IN CEILING AND DOWN TO UNDERGROUND. 3 EXISTING 3"V IN CEILING AND UP. 4 EXISTING 2"V IN CEILING AND UP. 5 EXISTING 6"ST UNDERGROUND AND UP TO LEVEL ABOVE. 6 EXISTING 6"ST IN CEILING AND UP TO LEVEL ABOVE. 7 EXISTING 6"ST IN CEILING AND DOWN TO UNDERGROUND. 8 REMOVE EXISTING 8"ST UP TO A POINT IN CEILING AND PREPAPRE END FOR RECONNECTION. EXISTING 8"ST UP TO LEVEL ABOVE TO REMAIN. 9 - REMOVE EXISTING PLUMBING FIXTURES AND ASSOCIATED PIPING BACK TO A POINT INDICATED ON THE DRAWINGS. FIELD VERIFY EXACT ROUTING BEFORE DEMOLITION. 10 REMOVE EXISTING 4"S UP TO A POINT IN CEILING AND PREPARE END FOR RECONNECTION. EXISTING 4"S UP TO LEVEL ABOVE TO REMAIN. 4 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 407-540-0234 FIRAR-11-TIRE www.tic-engineers.com @Copyrighl 2016 TLC Engineering for Architecture, Inc. COA15 TLC NO: 1 1 5498 SEAL . Aaron �4,eJehgon, P.E. T,V JA F-�� - naWl .1,576 ', � .��, �, �, � , �, . <e� ., - V\ C, E h � �' - ,,r�, ,,_ , 1� ,:; " 0� " IZD' - 41� . , �_ - % - ' 0 -� �, ft . No 71576 % 1- -. - . . � - . '* ,- = . * . - . �_ - IV *. . , �� , - -1 .. , i �:7:0 ". S- TE 0 F ?-_�,��_ �, 0 % ___ .- �� - '� � ' 0 --\ I I-. " " .. A V'. - -_,, ,,, " �Q,-C; - - R I V.---;-,�, ,�.:�­ '41 ,j -1 ........ " _,. ,�'. ��� - 1. ' , I 'fj1L)f4A1 %C�' "' Florida Hospital ,9-h . hyrh ills ED EXPANSION & ORTHO RENOVATION Hunton om A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO. 1 2 GRAVITY DEMOLITION PLAN - LEVEL 1 - PHAwQE 2 PROJ. NO. H-15021.00 .SHEET DRAWN ALIB P112 - - m 0 15 0 16 m 17 0 18 0 19 0 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox www.huntonbrady.com License AAC001 744 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 i • H ■ G ■ F ■ E ■ D c� T 0 Cl T M I T Elf C m J d O C N af Q ■ W O N 2 4 00 B T T U O J ° (J T 0 N o d cli c ao A i M {� T CD T O N CD N C O co C 0 2 U Q 0 f1 fl 1 ,"d1UR�1 .19 4 III.I .II 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ III I I' I I I III I II In 4 AI WISN IIAIAAAA¢1'INNIAfillllllIII@LN111 ANIRIINIIAIA�IIRAIAAl11ARfIRl111ln11 R I FA ! 1111 III II III � I I 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D 00 co 0 m t P m C J d f O o ■ w CL N _ 1L 00 B 0 1 � ° (J 0 N a 66 A i M d a m ca o `- N m Q � N 00 U o� T Q a r) 1 1l8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 SHEET NOTES: PLUMBING KEYNOTES 1 EXISTING 6"ST IN CEILING AND UP TO LEVEL ABOVE. 2 EXISTING 6"ST IN CEILING AND DOWN TO UNDERGROUND. 3 EXISTING 3"V IN CEILING AND UP. 4 EXISTING 6"ST UNDERGROUND AND UP TO LEVEL ABOVE. 5 CONNECT 8"ST TO EXISTING 8"ST IN CEILING. EXISTING 8"ST UP TO LEVEL ABOVE. 6 8"ST IN CEILING AND DOWN TO UNDERGROUND. 7 EXISTING 2"V IN CEILING AND UP. 8 CONNECT 4"S TO EXISTING 4"ST IN CEILING. EXISTING 4"S UP TO LEVEL ABOVE TO REMAIN. 9 4"S IN CEILING AND DOWN TO UNDERGROUND. 10 EXISTING 4"S IN CEILING AND UP TO LEVEL ABOVE. 11 EXISTING 4"S IN CEILING AND DOWN TO UNDERGROUND. 12 CAP EXISTING SANITARY PIPE UNDERGROUND. 13 CAP EXISTING VENT PIPE IN CEILING. 14 PROVIDE WALL CLEANOUTS AT THE BASE OF EACH SANITARY, STORM AND STORM OVERFLOW RISER. (CLEANOUTS NOT SHOWN IN ALL CASES FOR DRAWING CLARITY.) 15 PIPING CONTINUES. Im255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 E R R R RCIITECTIRE www,tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Rwidalicense #71576 No 1576 A` E OF e � Florida Hospital zephyrhills ED EXPANSION & ORTHO RENOVATION Brady DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. I 1 08.04.16 CCD NO. 1 2 GRAVITY PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN AL5 P2112 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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.huntonbrody.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 • ,I I I I- y, f... . ,, . , p 1 p ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: R ■ �-1 f; P ■ O ■ N ■ �. M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D c� 00 co 0 M I NP I JM. C W J E O a o ■ W CL N If 06 It EI LO U O J CD r - V a 0 of A CD co 1 1/8"=1'-0OF 5 ^E 3 .: a T w�zt` F Ef Er 13 iYni3 i x GRAVITY PIPING PLAN - 2ND LEVEL - AREA 2 1 PLUMBING KEYNOTES 1 EXISTING 4"S UP TO LEVEL 2 CEILING AND CAPPED. EXISTING 4"S IN CEILING BELOW AND DOWN. 2 EXISTING 3"V UP TO EXISTING 3"VTR. 3 EXISTING 4"S IN CEILING BELOW AND DOWN. EXISTING 4"V OFFSET FROM EXISTING 4"S IN CEILING BELOW, 4 EXISTING 4"V UP TO EXISTING 4"VTR. EXISTING 4"V DOWN TO CEILING BELOW. 5 EXISTING 4"V IN CEILING BELOW (SHOWN FOR CLARITY). 6 EXISTING 2"V DOWN. 7 CONNECT 3"V UP TO EXISTING 3"V IN CEILING. EXISTING 3"V UP TO EXISTING 3"VTR. 8 EXISTING 8"ST IN CEILING AND UP TO EXISTING ROOF DRAIN. 9 EXISTING 2"V UP TO EXISTING 2"VTR. 10 PROVIDE NEW PLUMBING FIXTURE, WASTE AND VENT PIPING. PROVIDE ALL NECESSARY HARDWARE AND FITTINGS FOR A COMPLETE INSTALLATION. n [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ORCOITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aarmt6e Uohnson, P.E. RofI ce es 7- 576 o 5- 71��6 T, f0 rz g, Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO, I 1 08.04.16 CCD NO.1 2 GRAVITY PLAN - LEVEL 2 - AREA 2 PROD. NO. H-15021.00 SHEET DRAWN ALR P2121 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 R ■ p ■ O ■ N ■ ■ L ■ K ■ J H ■ G ■ F ■ E ■ D ca 00 co 0 M I C CD J d O G N Q ■ W r Q1 N 2 LL 00 LO B Co O J r r ■ 5 U CD O N � N 00 6 A ` M Q r" T CD N m N O 0p C Z) t T Q O f) 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 N 1 ■ 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 ■ 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.huntonbrody.com License AAC001744 A ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: �� M ■ L ■ K ■ J H ■ G ■ F IN E ■ D ■ csi 0 co 0 co I C m J a 0 C a ■ w a a) N 2 00 En B L) 0 J U a U � LO 0 0; A ` M Q 0 � N o 00 U 0 a 0 1 118" =1 E-0EE PRESSURE PIPING PLAN - 2ND LEVEL - AREA 2 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 IN 12 IN 13 ■ 14 PLUMBING KEYNOTES 1 PROVIDE NEW PLUMBING FIXTURE AND SERVICE WATER PIPING. PROVIDE ALL NECESSARY HARDWARE AND FITTINGS FOR A COMPLETE INSTALLATION. 2 CONNECT NEW WATER PIPING TO EXISTING WATER PIPING. FIELD VERIFY EXACT LOCATION OF EXISTING VENT PIPING. 3 ROUTE 1/2" CW DOWN TO COFFEE MAKER. PROVIDE ISOLATION VALVE AND BACKFLOW PREVENTER EQUAL TO WATTS SERIES 7c. 4 ROUTE 1/2" CW DOWN TO ICE MAKER. PROVIDE ISOLATION VALVE, AND CONNECT ALL ICE MAKER ACCESSORIES. [a 255 S, Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 EE It ARC 111ECTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida, License #71576 ST AI r � Florida Hospital Ze hyrhills ED EXPANSION & ORTHO RENOVATION Brady DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. I 1 08,04.16 CCD NO, 1 2 PRESSURE PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021,00 SHEET DRAWN ALS ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 IN 20 Copyright Hunton6rady 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 I ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ �1 P ■ O ■ N ■ M 0 ■ L ■ K ■ J H ■ G ■ F ■ E ■ D ■ 00 M �I r � C m J d 0 C o ■ N 2 00 't B LO U J U 0 N a 0 � c o A L Q CD o N o 00 U .0 rn a 0 r) ----- { ... ..... ! . - ' -3t ------ - - - - - � 1 1 t E 3E � Ca�0 x"a - 3.3 !` 41 :y¢ .. .... .... .. ........ ...... ........... . ....... ................. ....... ....1 ................... .... ..... ....... ......... E ` MCULATIC a.4 =t . 9 } I ,. .... Ei a i i '• i� 'E3 E '��� Sc,..T,,:n i E... � �, i . Y ( E ... € E E .........................:.._........... www..... .... ....... _........._.. ......... .....� ....... ... .. ..... �..,�, ....:. .. ..... .. _.. S 1 MEDICAL GAS OUTLETS MARK DESCRIPTION MOUNTING QUANTITY OF OUTLETS NOTES MGO-1 MEDICAL GAS OUTLET WALL 1-OXY, 1-AIR & 1-VAC W/ SLIDE O MGO-2 MEDICAL GAS OUTLET WALL 2-OXYGEN, 3-VACUUM & 1-AIR MEDICAL GAS VALVE BOXES MARK DESCRIPTION MOUNTING SERVICE NOTES MGV 1 MEDICAL GAS ZONE VALVE BOX WALLMEDICAL VACUUM, MEDICAL AIR & OXYGEN NOTES: 1U FOR ALL WALL MOUNTED MEDICAL VACUUM OUTLETS, PROVIDE EQUAL QUANTITY OF VACUUM SLIDES. J * = DENOTES OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT, MEDICAL GAS OUTLETS PROVIDED WITH EQUIPMENT, FIELD VERIFY EXACT MOUNTING LOCATION BEFORE CONSTRUCTION. 3O SEE PLAN FOR VALVE SIZES REQUIRED, MOUNT ALL VALVE BOXES IN CORRIDORS. UNLESS OTHERWISE INDICATED, SIZES FOR MGV-2 SHALL BE 1"V, 3/4"0, 3/4"A, 314"N, AND 1/2"N20. 1 MEDICAL GAS PLAN -1 ST LEVEL - PHASE 1 1/8"=19 -00 1 Si3.... .. ... ! S ........ ... ........ .. ......... E C "..R'' 3! $ �E =I 3 ..'i= x.. .... j - .. ... 3! .. , ` w --- w. i F f $ I 3.9 `. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 IN 12 ■ 13 ■ 14 6 C SHEET NOTES: PLUMBING KEYNOTES 1 MEDICAL GAS SERVICE SHUTOFF VALVES IN CEILING SPACE, LOCKED OPEN WHEN INSERVICE. PROVIDE IDENTIFICATION TAG SECURED TO CEILING. 2 CONNECT NEW MEDICAL GAS PIPING TO EXISTING AT LOCATION INDICATED ON PLANS. 3 3/4" MEDICAL VACUUM, 1/2" MEDICAL OXYGEN,1/2" MEDICAL AIR DOWN TO OUTLET. 4 NEW MASTER ALARM PANEL [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FOR ARCOITECTFR E www.tic-engineers.com ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florid Lil ease #71576 No 71576 . jr�i pm ✓ /�S 3y}T'wTE OF' Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton NU*A A R C H I T E C T DATE SUBMISSION NO. 04.15Ao CONSTRUCTION DOCUMENTS 0824J(o CCD NO. 1 2 MEDICAL GAS PLAN - LEVEL 1- PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN 41.5 P41 1 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 IN 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 R ■ p ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D r- 00 co 0 M I � C m J d 0 c N W Q N N 2 0o rn B 0 O _ J J 'a � U 0 N � IL � M C O A Q� T � f0 O m N O 000 C U M-. .0 rn T o. 0 ri 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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.huntonbrody.com License AAC001744 R ■ P ■ O ■ N ■ � M ■ L ■ K ■ J �y ■ H ■ G ■ F ■ E ■ D �c ■ 00 to C) M to 0 C m J 0, C oCL ■ r N N tL 00 v B LO J .r U 0 N � C o A P 7: CD N m N O 00 C 7 2 U 0 •C T O. O r) 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 EXIST 2" V EXIST 2" V \ ® * \ EXIST 2" V \� ~ EXIST 3" U / I � EXIST 2" S EXIST 2" V \ \\ EXIST 3" V / -5: EXIT \\ / EXIST 2" S EXI T EXIST 6„ S __7~ \ EXIST 2" V 11 /� \ \\ � EXIST 6" S � EXIST 2" V L�_IEXIST 2" S EXIST 2" S \ EXIST 2" V--� \ � � EXIST 6" S EXIST 2" EXIT \ EXIST 2" / / EXIST 2" V EXIST 2" V j (E)4"SAN FROM ABOVE n \ ~ \ n EXIST 4 S \ EXIST 2 EXIST 4° EXIST 4" S EXIST 4" S� EXIST 2" V / EXIST 2" V �--EXIST 2" V EXIST 2" ® EXIST 11 EXIST 2" S EXIST 2II \ EXIST 4" S ~ \ \ ® EXIST 2" S u I� 21V 2 V \ \2 V I \ FCO(E) EXIST 4" S� EXIST 4" S �` \ � II EXIST 2" EXIST 2II / � 2 U \ \ \ EXIST 2" lop/ EXIST 2 U II i // 4nS EXIST 4" S 211 V \ �I 2 V ® 211 V 2n U 2" S �I \ EXIST 2" V EXIST 2" EXIST 4" S II 2 U e2 V 4 S (E) 4"SAN UP IG-4" S II ® � 4nS �- I I L-1 I I( EXIST 4" S 2 S \ II L 1 �'j! \ I, � \ II II 4115 " 4" S W -1 II 2 S 2, S �' ~ \ EXIT ® 2 V \ "•, FD-1 II I I Q 11 EXIST 2 V EXIST 2" V \ FCO(E) \ \ 2" V r• ® EXIST 4" S �, II II II S /��' /� II � II � �` II � o � � ,/ EXIST 2 v � -,�' ' 2„ S 4 S II L 1 II II 211 V 4115 _ / I \ / / EXIST 2" V EXIST 2" 0 I I I I L L 1 L-1 I I/ R n �3° S // © H 1 H-1 I I 2 S TP 1 II2" V� 2" U II / EXI T / EXIST 4" S 2 S —° �� � I EXI T 4" � © EXIST 2" V Ii %21, U 4 S 0 -1 S % EXI T 4 S 2n S FCO(E) � I I / j \ ,I TP 1 \ 2 S - 211 H 1 211 V I I ( I I I 2" U \\, � EXIST 2" S EXI / r 4"FC � // 3 F 0 © 2" S \ �—P-TRAP FOR ICE MACHINE j 2 EXIST 4 S—o // 2n S 21' U �`L� t L 1 II 4 S I \EXIST 2" V / / 2" U \ 31131' S 4" S TP 1 -1 ll I TP-1 r� \ " \ S 9 / / u / EXIST 4" S EXIST 2" V� \ \ S / 3 S 211 V W -1 I L 1 \ EXIST 4"S EXIST 4" S / / \ EXIST 2 U ® � 2"V �\ 4S FD-1 / 4 S I I 21 V� 1 I I \-2n 211 U \\ 2 V —p TP 1 1 411 S 2 S r II / EXIST 2" V I I H 1 II I I I I \ EXIST 2" V� \ \ IIII 3" S 411 II II II © II II L-1 I 4S\ ,,� 0 2S EXIST 4 S EXIST 4 S L 1 2" V \ /� EXIST 2" V II II - I� 2" V EXIST 4" S EXIST 2" V / " V I I EXIST 4" S % (I 2/ 2 0 EXIST 2" 3 S \ 2 / �� TP1 III / \`\ ��\ 2"S 3"g II I II n / , _, , 2" S ©II II 112" S I 2" V EXIST 3" S 2 V 1�2 411E FCO(E) o� (E) 3 VENT UP II ) II \ \ �� EXIST 2" V n II W 1 II TP II II \�211 V \ FCO(E) L-4 II EXIST " S 1 � \\. I L T 4" S� 2n s I I H 2° v --� / 2 U M 1 EXIST 4" S " I W -L © 4 S 411 S Imp 4S 2" S 4"S 2S II 2V` II II EXIST 4" s -2 2"S W 1 2"S 4nS II II II 2"v II L2.1V II 4 S 2 S 1 EXIST 4" S \ L 1 I I I I II n 411 S 4" � S 4 EXIST 4n S 2 S / EXIST4"S 2° S IS / EXIST 4" S 4" S EXIST 4" S \\ EXIST 4" S GRAVITY PIPING RISER - LEVEL 1 - PHASE 1 NOT TO SCALE 4, 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 \ Iu� EXIST 4" S FCO(E) EXIST 4" 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E NIGIN EERING Fax: 407-540-0234 FIRARC117ECTIRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc, COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Flof?idal cense #71576 u tq0 d 1570 >» w 0 vy Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton Brady 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM N0. I I 08.04.16 CCD N0. I PLUMBING RISER DIAGRAMS - GRAVITY PROD. NO. H-15021.00 SHEET DRAWN Jp P601 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.huntonbrody.com License AAC001744 1_IIIII L I I 1 II L11 I - -_ — L I I 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: R ■ P ■ O ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D (■ 00 to M I cD m C J a 0 C o ■ W Q N 2 LL LO B U O _I ,I ,> � � U 0 N IL 00 0) LO c o A Q m N CO 00N C 7 U rn 0. 0 Q I I 0�1 EXIST 2" � EXIST 2" V (E) 3"VENT UP--",. P 2" V \ %I \ EXIST 2" V EXIST 2" S EXIST 6" S EXIST 3 V #--EXIST 2" V \� EXIST 6 S EXIST 2" V / � ® I I o--EXIST 2" S EXIST 3" V �~ \ EXIST 2" V EXIST 2" V EXIST 6" S EXIT EXIST 2" V\ / \ EXIST 2" S p�'zz< lo EXIST 2 V-kT 2" V 2„ V \ EXIST 6" S {\ \ EXIST 2" V I XI T " © EXIST 6 S © 2" V \ / fj EXIST 2" V \c ,� 2" V EXIST 2" S —EXIST 4" S 2" V EXIST 2" EXIST 4" S � � EXIST 2" V II u� 4I 4 S EXIST 4" S 2" S I EXIST 2" 2" V I I I \ 0\ EXIST 2" V 2" S 4" S \ � � \ � �i / i i EXIST 2" V \ 2 V W 1 1:r" 0 2, V 4, S •5 ii� ii II 2 �. „ n 0 N EXIST 2"tII S I I �" EXIST 4" S EXIS 2 V H \ / 4S 2V 4S �� EXIS " S \ 4°S 3"S �� \ �/ W 4�� S �� 2 S / 2" S\ \ E I T �� \ � \\ II 2 � ,2" V �Q�' / EXIST 4" S 4 S I 2" V -i EXIST 4 S S 2" V 1 .�� 2" V `�. EXIST 4" S � � 4"FCO � I © /�� � � ��\ � EXIST 2" V n \ II 2 V II \ 2' Y 2" S 11 / �--2 V \ \ S 211 V \ II \ \ EXIST 4"S I 3" 5 2„ S 2„ S \ �� W -1 I �� /; II EXIST 4" S \ II 1 I EXIST 4' S 3' S ® FD-1 4 S 2„ S j 2"S 3" SI 47C0 4" S / "/ `—EXIST 4" S GRAVITY PIPING RISER - LEVEL 1 - PHASE 2 NOT TO SCALE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGIIfEERINc Fax:407-540-0234 FCR ARCRITECTRRE www.tic-engineers.com ©Copyrot2016 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL Aaron Lee Johnson, P.E. Florida Lloense #71576 r No 71576 afl ad y Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Brady Zl DATE SUBMISSION NO. 04,15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 08.04.16 CCD NO, 1 2 PLUMBING RISER DIAGRAMS - GRAVIW PROJI. NO. H-15021.00 SHEET DRAWN JD ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 15 ■ 16 ■ 17 ■ 18 IN 19 ■ 20 SHEET NOTES: 00 � B LO a 0 (0 U 0 N d N � i 2 4- A a CD m o O N pip M T U L a� o- 0 r� EXIST 2" V EXIST 3" V EXIST 2" V 2" V EXIST 1 1/2" V 2 4 I H-1 I I� /� 2 V VTR(E) _ I „ EXIST 2" V 2Su/ 0 EXIST 4" S 2 1111119 EXIST 2" V �I W 4 2" S � � EXIST 2" V Ill EXIST 4" Vq 2 V 2" V ��'� \ L-2 I I �I � ;� EXIST 2" V EXIST 4 S L-3 2 V Ilk EXIST 3" S I I EXIST 4" SV2" V III L 2 109 III 2" V VTR(E) �2V ` II 2° S11 E 2 V L-3 ( I EXIST 4" S W ul 2 EXIST 2" V I W 4 K I EXIST 2" V EXIST 4" S 2 S EXIST 2 S 2 S / EXIST 2" V 3" S \ EXIST 3" V 0 L 3 2 II 2" V \ W4 \\ EXIST 3 V EXIST 4" S EXIST 4" S I I I L 3 2" V 21' V \\ \�' 2 2" S� L-3 / 2„S '\ 2 2" V II r W 4 V I I 3" V -EXIST 3" V I I ®� 2 V EXIST 2" S— EXIST � II II I 211 V I I �\ � � �� 4" S 2 S H-1 I 4" S I I 3 V \� 4„ S 2" S F 2 S II L-2 ® I ® �3" V I I EXIST 4" S EXIST 2" S 2" V H-1 4" S II 2 S-1 II VTR(E) 2" V EXIST 4" S 2 V // r 2 11 W -4 2" 2 S 1 ' � � p-2 V L-3 FD-1 V 4 S 4 S EXIST 311 V 3" S 4" S L III -A ' � II 3" S II r�2" V 2" V„ LLV3„ 4 s n I Imo-,_ 11 ♦ ���ii I► lie.1`� 2" V6 ." �I 4 2" Vs 2" �4ZQ ♦ ��`� "+ib&h' . —EXIST 4" S Is GRAVITY PIPING RISER - LEVEL 2 - AREA 2 NOT TO SCALE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERIN6 Fax:407-540-0234 FIRARCIITECTIRE www,tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lae Johnson, P.E. FQ�id Ller�se #71576 71573 m �i( � .. 9 STA,a a % x Florida Hospital zephyrhills ED EXPANSION & ORTHO RENOVATION Brady DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. 1 1 08.04.16 CCD NO, 1 2 PLUMBING RISER DIAGRAMS - GRAVITY PROD. NO, H-15021.00 SHEET DRAWN JD ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: R ■ P ■ O ■ N ■ 01 M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D csi 00 CD 0 M �I C CYl J d 0 C o ■ w 0- au N IL 00 � B LO 0 J Ci - U CD N °? M A Q CD ILa a m N C N O 00 C 3 U .0 rn n 0 r11 EXIST 1 EXIST 1 EXI T 1/2" HWR 1" HW 2" CW 1/2" CW 1/L" mvv - '1/2" 1 /2" ®I 0 2" i 2" CW CAP PIPING IN CEILING 1/2" HW - 1/2" CW 1/4" CW 1/2" HWR 1" HW — 1 1/2" CW 1/2" HW 1/2" CW u '_1 1/4" CW as 3/4" HWR //�%� H 1 I 3/4" HWR ` 1/2" HW 2" CW a ` 21/2" HW �' TP 1 1" HW 1, HW ____J/ a �� a `� 21/2" CW ;� W -1 2" CW 1/2" H 3/4" HW f 11a 2" HW aa`���. gyo aaa 1 1/2" CW `�� hI .a i"a 1/2" CW 1/2" CW 1 1/2" HW ��' . 01 �j� : a 1 1/4" CW 1 1/2" CW 2, CW 1 1/4„ CW 1/2 HW 112 CW ' II ® I i /2 HW 1"1HWRW \\ �� 21/2" CW 1 1/4" CW I aaa ��' . . I 21/2" HW U ' a`~> W 2 1/2" HW 1 I1A('tfl! !I_ . ,.... ,.... //' Al 2" CW — 1 1/4" HW V HWR - SH-1 n 0 WC-1 PRESSURE PIPING RISER - LEVEL 1 - PHASE 1 NOT TO SCALE 1/2" CW 1/2" HW /2" HW /2" CW \ate 2" CW 2" HW 1/2" HWR HW HW CW J 11/2" CW >T1"HW o, 1/2" HW 1/2" CW 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 1-2" CW 11/4" CW 1/2" HW 1 1/4" CW—: /2" HW �< 1/2" CW 0 -1/2"CWTO ICE MACHINE 1 1/4" CW 3/4" HW liNMI iy1 /2" HW /2" CW �1/2" HW 1/2" CW 1 1/4" CW WATER HAMMER ARRESTOR SCHEDULE: INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY FLORIDA PLUMBING CODE, ALL SLIPPY PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP TO 1" I.E. PROVIDE P.D.I SIZE C FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I SIZE B FOR ALL 3/4" SUPPLY AND P.D.I SIZE 1/2" SUPPY P.D.I. = PLUMBNG AND DRAINAGE INSTITUE STANDARD WH-201 [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 ERRGRCRI.EC TIRE www,tic-engineers.com ©Copyrighl2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida Pcense #71576 >� K . No 71516 a Z -3 � d aa//a OF pow � Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Brady DATE SUBMISSION NO. 04.18.16 CONSTRUCTION DOCUMENTS 08.10.16 ADDENDUM NO, 1 1 08.04.16 CCD N0, 1 2 PLUMBING RISER DIAGRAMS - PRESSURE PROJ. NO. H-18021.00 SHEET DRAWN JD P604IIIIIIIIIIIIIIIIIIII ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Hunton6rady 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 m 2 m 3 m 4 m 5 m 6 m 7 m 8 m 9 m 10 m 11 m 12 m 13 m 14 m 15 m 16 m 17 m 18 m 19 m 20 SHEET NOTES: R ■ ■ 0 N ■ ■ ■ ■ ■ ■ ■ 0 E m D 00 co C) m co 00 C 0 C w -C N IL 00 CD 1%T B LO ca 0 0 0 LO A < CD m O co 0 CL 0 r ) 2 0 3 0 4 ■ 5 0 6 ■ 7 0 8 0 9 0 10 m 11 m 12 m 13 m 14 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 1.111M.11111.0 www,tle-engineers.com @Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. F1q #71576 A 01 0, C' Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION n t n • - a ARCH I T E C T S DATE SUBMISSION NO. 04.15.I6 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. I I 06.04,16 CCD NO. 1 2 PLUMBING RISER DIAGRAMS - PRESSURE PROJ. NO. H-15021,00 SHEET DRAWN JD 0 15 0 16 0 17 0 18 0 19 m 20 Copyright HuntonBrody Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox Www.hunfonbrady.com License AAC001 744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 IN 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: R ■ P ■ 0 ■ N ■ F� M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D �c ■ 00 0 M i C CO J a 0 0 ■ W C. N 2 u- 0 It B LO U O J N U 0 N r� M L A C r Q r N m N O 00 C O U rn CL 0. 0 EXIST EXIST EXIST PRESSURE PIPING RISER - LEVEL 2 - AREA 2 NOT TO SCALE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 /2" CW 12" HW WATER HAMMER ARRESTOR SCHEDULE: INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY FLORIDA PLUMBING CODE, ALL SLIPPY PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP TO 1" I.E. PROVIDE P.D.I SIZE C FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.[ SIZE B FOR ALL 3/4" SUPPLY AND P.D.I SIZE 1/2" SLIPPY P.D.I. = PLUMBNG AND DRAINAGE INSTITUE STANDARD WH-201 In255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FRR ARC R ITECTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 � '�. ova' � ':j ✓ � � ` "� ,. STAA 0 ePO (- Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton Brady_, 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM N0, I I 08.04.16 CCD N0. 1 2 PLUMBING RISER DIAGRAMS - PRESSURE PROJ. NO. H-15021.00 SHEET DRAWN Jp I m P606IIIIIIIIIIII ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 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 ■ 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 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody 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 R ■ p ■ O ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ ■ D m -C y L E rrN� ■ 2 U w b c a� � C 0 w Q aU N 2 w 00 ■ rn LO uO N .0 O B U O _I O O N O N � U a. N L A Q It T C4 .d c- N O m NC O 000 C O U L rn T Q O fl 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ C P ■ O ■ N ■ M ■ L ■ K ■ J 0 ■ H ■ G ■ F ■ E ■ D L a E N(0 ■ 2 U w b c m 0 C w Q N 2 w 0 O B U O J to O N t l > 0 to »O.. Cl) c ui A L Q � o `- N m N Oco U 0 T Q O rl 1 1/8" = 1E-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 SHEET NOTES: 1 EXISTING 30x30 EXHAUST DUCT UP TO EXISTING EF-26 ON ROOF. 2 EXISTING SUPPLY AND RETURN AIR DUCT MAINS UP TO EXISTING AHU. GENERAL DUCTWORK NOTES 1. PROVIDE BALANCING DAMPERS AT ALL BRANCH DUCT CONNECTIONS AND ALL SECONDARY MAINS. PROVIDE A DAMPER FOR EACH AIR DISTRIBUTION DEVICE. 2. ALL TERMINAL UNITS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS. COORDINATE WITH ARCHTECTURAL CEILING PLANS. PROVIDE 36" CLEARANCE IN FRONT OF ALL TERMINAL UNIT CONTROL PANELS. 3. PROVIDE REMOTE CONTROL DAMPERS FOR ALL VOLUME DAMPERS LOCATED ABOVE AN INACCESSIBLE CEILING. REFER TO DETAILS FOR MORE INFORMATION. 4. CONTRACTOR TO PROVIDE PRE-T&B TO ENGINEER PRIOR TO DEMOLITION. 5. T&B NOTE: UPON COMPLETION OF PHASE 2 T&B CONTRACTOR SHALL REBALANCE PHASE 1 AIR DISTRIBUTION DEVICES SERVED BY AH TO CONFIRM AREA HAS NOT BEEN ADVERSELY AFFECTED. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERINs Fax:407-540-0234 ERR 9RCUTECTORE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 x' R 6 » r; 9 STA d Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05110116 ADDENDUM NO. 1 1 08/04116 CCD NO, 1 2 DUCTWORK PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN pJM M212 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 I ■ 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 m E t U W O C N Ci 0 w CL N z c ■ O 2 FU B U O J t4 CD T N k 2 O ou U LO u; A 2 Q o � N C CV o >_ U a-+ T Q 0 1 DUCTWORK PLAN - 2ND LEVEL - AREA 2 1/8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 SHEET NOTES: 1 NEW SA DUCT UP TO NEW RTU-2A. 2 NEW RA DUCT UP TO NEW RTU-2A. 3 NEW EA DUCT UP TO NEW EF-2A. 4 UP TO NEW EF-213. 5 TIE INTO EXISTING EXHAUST DUCT DOWN TO FL 6 PROVIDE FIRE/SMOKE DAMPER AND DUCT SMOKE DETECTOR AT DUCT PENETRATION BETWEEN 1STAND 2ND FLOOR. PROVIDE ACCESS IN CHASE WALL. GENERAL DUCTWORK NOTES 1. PROVIDE BALANCING DAMPERS AT ALL BRANCH DUCT CONNECTIONS AND ALL SECONDARY MAINS. PROVIDE A DAMPER FOR EACH AIR DISTRIBUTION DEVICE. 2. ALL TERMINAL UNITS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS. COORDINATE WITH ARCHTECTURAL CEILING PLANS. PROVIDE 36" CLEARANCE IN FRONT OF ALL TERMINAL UNIT CONTROL PANELS. 3. PROVIDE REMOTE CONTROL DAMPERS FOR ALL VOLUME DAMPERS LOCATED ABOVE AN INACCESSIBLE CEILING. REFER TO DETAILS FOR MORE INFORMATION. 4. CONTRACTOR TO PROVIDE PRE-T&B TO ENGINEER PRIOR TO DEMOLITION. to255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FIRARCIITECTARE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 0{ Fa : Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION 111LB DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05/10/16 ADDENDUM NO. I 1 08/04/16 CCD NO. 1 2 DUCTWORK PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DJM � �T, P**� ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ l) P ■ O ■ N ■ 0 M ■ L ■ K ■ J H ■ G ■ F ■ E ■ _ D L ro E i co ■ U w C M� LL C 0 w N 0 ■ to P 0 5 B U O J O O �) h YY � ■ � U N U M N O A 0 0 n N N D pp E .e+o-............. _., .. _.. ..._...._. _. _. _. __._. _.._.,., ...._-----. .. .......... ....,., ... ........ ._....... \' .......... DUCTWORK PLAN - 3RD LEVEL - AREA 1 DUCTWORK PLAN - 3RD LEVELS PHASE 1 (P) 400 � e �Ai _ RIaji �� PANEL (., Ems t 1 m5u.c'�u55 i EXISTING ) EXISTING t AHU-2 AHU-1 x Asa { 3 � g F 3 3:�AQ �1345 S 6�G 3ETh' U i ? F i4AY6 � �nw.w:wwmvuw.awrowmamve. � .., �.ww t; r . . SHEET NOTES: 1 PROVIDE DDC PANEL WITH 120V/1 P ELECTRICAL CONNECTION AND DATA PORT CONNECTION. GENERAL CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE DATA PORT CONNECTION. DEDUCT ALTERNATE LOCATION. [a 255 S, Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N G I N E E R I N G Fax: 407-540-0234 FIR ARCOIiECi ORE ,ww,tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 7' 576 0 saw.• Florida Hospital Zephyhills ED EXPANSION & ORTHO RENOVATION Brady W. M�Z DATE SUBMISSION NO. ;4.15.16 CONSTRUCTION DOCUMENTS D5110116 ADDENDUM NO, 1 1 P8104116 CCD NO, 1 2 DUCTWORK PLAN - LEVEL 3 - AREA 1 PROJ. NO. H-15021,00 SHEET DRAWN DJM M2311111 H G 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 .e+o-............. _., .. _.. ..._...._. _. _. _. __._. _.._.,., ...._-----. .. .......... ....,., ... ........ ._....... \' .......... DUCTWORK PLAN - 3RD LEVEL - AREA 1 DUCTWORK PLAN - 3RD LEVELS PHASE 1 (P) 400 � e �Ai _ RIaji �� PANEL (., Ems t 1 m5u.c'�u55 i EXISTING ) EXISTING t AHU-2 AHU-1 x Asa { 3 � g F 3 3:�AQ �1345 S 6�G 3ETh' U i ? F i4AY6 � �nw.w:wwmvuw.awrowmamve. � .., �.ww t; r . . SHEET NOTES: 1 PROVIDE DDC PANEL WITH 120V/1 P ELECTRICAL CONNECTION AND DATA PORT CONNECTION. GENERAL CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE DATA PORT CONNECTION. DEDUCT ALTERNATE LOCATION. [a 255 S, Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N G I N E E R I N G Fax: 407-540-0234 FIR ARCOIiECi ORE ,ww,tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 7' 576 0 saw.• Florida Hospital Zephyhills ED EXPANSION & ORTHO RENOVATION Brady W. M�Z DATE SUBMISSION NO. ;4.15.16 CONSTRUCTION DOCUMENTS D5110116 ADDENDUM NO, 1 1 P8104116 CCD NO, 1 2 DUCTWORK PLAN - LEVEL 3 - AREA 1 PROJ. NO. H-15021,00 SHEET DRAWN DJM M2311111 H G 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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.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 ■ 0 ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ 0 E ■ D ;_ =o i co � U W 0 c a) C 0 w L a a) N 2 ao rn LO N -O O ro B U O J O (V a) w ■ 0 �e LO N T A CD � N n c N o co c c o) a 0 1 1 /8" = 1 F-0OO a PIPING PLAN p. € I 1ST LEVEL PHASE 1 • � : �.�:,_ , . � .. >: Sir .. I i' 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 SHEET NOTES: 1 NEW LOCATION FOR EXISTING CONDENSATE RETURN PUMP. 2 MATCH EXISTING SIZE AND RE-ROUTE EXISTING DRAIN CONNECTIONS INTO CONDENSATE RETURN PUMP FROM EXISTING CONDENSATE RETURN PUMP LOCATION. 3 MATCH EXISTING SIZE AND RE-ROUTE CONDENSATE LINE FROM CONDENSATE RETURN PUMP. TIE INTO EXSISTING LINE DOWN STREAM. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FOR RRCOITECTORE www,tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 um ® PSTP �d Florida Hospital Zephyhills ED EXPANSION & ORTHO RENOVATION 0 Hunto-n 0 so A R C H I T E C T F SUBMISSION NO. CONSTRUCTION DOCUMENTS CCD N0. 1 2 PIPING PLAN - LEVEL 1- PHASE 1 PROJ. NO. H-18021.00 SHEET DRAWN DJM M 3 11 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 ■ I I11_. _ 'I I I I .— __ - _ '. _Ll — I ii , In II •r 11 I tl i li 1. tl. _ __. _ _.. _ _ _. _ _ _ _ ._ _— _ — — __ I I —_ IIII 11 I 1 _-___ __ 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 m L E �I Nr ■ LL 2 U W 2 6 c a� C 0 w N 0 ■ O 2 B U O J O (V n a L A to 0 n N 1 T 1 ............... ...... ...__.. 2 PIPING DEMO PLAN -1ST LEVEL - AREA 2 1/8" = 1'-0" 3 PIPING PLAN -1ST LEVEL - AREA 2 —"; K 1 1/8" = 1'-0" PIPING PLAN - 2ND LEVEL - AREA 2 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 TSHEET NOTES: 1 DEMOLISH HWS&R PIPING BACK TO MAINS AND PROVIDE NEW HWS&R LOOP FOR PROJECT AREA. 2 PROVIDE ALTERNATE PRICING TO INCREASE PIPE SIZE ON FIRST FLOOR TO A 3" AND SERVE NEW RTU ROM 1 ST FLOOR CHW PIPING IN LIEU OF ROUTING PIPING ALONG ROOF. in255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 MII.I. IME www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 i4- 1 fir✓ 1 o' STD, C Florida Hospital zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T 4CT DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05/10/16 ADDENDUM N0, I 1 08/04/16 CCD NO. 1 2 PIPING PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DJM ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ .: mn uu _ " . _ _ _ . 1 11- n .a. 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 m L L m E �I m ■ o' U w c a) o_ C 0 w n Na) w 0 ■ m LO v 0 B U 0 J CD N C CU I 77 o A i o � o I N M c L CHILLED WATER AIR HANDLER SCHEDULE COOLING COIL FILTERS AIR FLOWS DIRECT DRIVE PLENUM FAN DATA DESIGN CONDITIONS CAPACITY MIN. PRE -FILTERS FINAL -FILTERS PLAN MODEL UNIT UNIT COMPONENTS IN DIRECTION OF AIR FLOW SERVICE SUPPLY RETURN OA EXT. TOTAL WHEEL MIN. FAN MAX. MOTOR VOLT/ MODEL RATED MAYL P (IN. WG.) MODEL RATED MA& P (IN. WG.) MARK NO. TYPE EAT LAT SEN. TOTAL MAX. MAX. EWT/LVVT GPM MAX PD FACE BHP VFD VAX. CFM CFM CFM SP SP TYPE SIZE RPM HP PHASE DB WB DB WB MBH MBH FPM ROWS FPF AREA NUMBER EFF. % INITIAL FINAL NUMBER EFF. % INITIAL FINAL RTU-2A PERFORMANCE CLIMATE CHANGER DRAW THRU MXB-FLT-MAC-CCL-UV-MAC-FAN-MAC-FFL-PLN 6,200 3,500 2,500 3.0 4.5 PLENUM (1)16.5 2600 (1)10 8.52 460/3 YES(1) 81.0 69.0 51.2 51.0 452.7 743.5 1 450 1 6 1 144 45/55 68 1 10 FT HD 18.1 AM -AIR 301 30 0.26 1.26 VARICEL-SH 90-95 0.5 1 1.2 Ir 2ND FLOOR ORTHO/REHAB COMPONENTS LEGEND NOTES: 1. MODEL NUMBERS AND EQUIPMENT SELECTIONS BASED ON: 8. PROVIDE AHU WITH STAINLESS STEEL COIL CASING AND DRAIN PAN. 16. PROVIDE 120/1 LED MARINE MAINTENANCE LIGHTS MXB - MIXING BOX PLN - PLENUM TRANE PERFORMANCE CLIMATE CHANGER 17. UNIT SHALL HAVE (3) ELECTRICAL CONNECTIONS-(1)120/1 MARINE LIGHTS/MAINTENANCE FMXB - MIXING BOX WITH FILTERS. SAC - SMALL ACCESS 2. TOTAL AIR PRESSURE DROP SHALL ACCOMMODATE DIRTY FILTER CONDITION 9. PROVIDE FIRE ALARM SHUTDOWN WITH INTERLOCK WITH ASSOCIATED EXHAUST FANS DDC POWER; (1)120/1 UV LIGHTS; (1)SPC FOR 480/3 FAN/VFD PHC - PREHEAT COIL MAC - MEDIUM ACCESS 3. CAPACITIES SHOWN ARE MINIMUM. AIR AND WATER PRESSURE DROPS ARE MAXIMUM. 10. INTERLOCKED EXHAUST FANS SHALL SHUTDOWN AUTOMATICALLY AND RESTART AUTOMATICALLY (1) 120/1 CONNECTION FOR DDC POWER CCL - COOLING COIL LAC -LARGE ACCESS VIA CONTROL AND FIRE ALARM RELAYS DURING MANUAL AND FIRE ALARM SHUTDOWN OF RTU. 18. ALL EXTERIOR RTU'S SHALL BE A MIAMI DADE NOA LABEL PERMANENTLY FIXED TO RTU FAN -FAN XFB - EXTERNAL FACE & BYPASS 4. FILTER MODEL NUMBERS AND SELECTIONS BASED ON AMERICAN AIR PFL - FLAT FILTER IFB - INTERNAL FACE & BYPASS 11. INTERIOR LINING OF AHU SHALL BE STAINLESS STEEL 19. PROVIDE EXTERIOR RATED DWYER INCLINED MANOMETERS FOR FLT -ANGLED PRE -FILTERS DIF - DIFFUSER 5. FILTER EFFICIENCY BASED ON ASHRAE 52.1-1992 TEST METHOD. EACH FILTER BANK FFL -FINAL FILTERS ECO -ECONOMIZER 12. EXTERIOR OF UNIT SHALL BE GALVANIZED STEEL WITH PAINTED AND SEALED EXTERIOR 20. PROVIDE DISCONNECT SWITCH WITH OCP FOR EACH VFD PCL - PRIMARY COOLING COIL UV -ULTRAVIOLET LIGHTS 6. OUTSIDE AIR INTAKE SHALL BE MIN. 36" AFR 13. PROVIDE FACTORY MOUNTED TRANE TRAQ DAMPER FOR OUTSIDE AIRFLOW MONITORING WHL - DESICCANT WHEEL CDC - CONDENSER COIL 21. OUTSIDE AIR INTAKE SHALL BE MINIMUM 25'-0" AWAY FROM ANY CMXB -MIXING BOX WITH COMPRESSORS 7. ALL CONTROLS SHALL BE FACTORY MOUNTED FOR COMPLETE UNIT CONTROL 14. PROVIDE DDC PANEL WITH DATA PORT CONNECTION. COORDINATE WITH LOW VOLTAGE EXHAUST DISHCARGE OR PLUMBING VENTS DDC PANEL SHALL BE MOUNTED INTERNAL TO UNIT CASING WITH AN SUB CONTRACTOR. EXTERIOR ACCESS PANEL. 15. PROVIDE 120/1 MAINTENANCE RECEPTACLE ON EXTERIOR OF RTU'S 22. PROVIDE 2" R-13 FOAM INJECTED PANELS WITH MID -SPAN INTERNAL THERMAL BREAKS Q WITH THERMAL BREAK ACCESS DOORS. CONSTANT VOLUME TERMINAL UNIT SCHEDULE PLAN MARK DESIGN CFM MIN CFM INLET SIZE MAX. WPD (IN FT) MAX. APD (IN WG) HEATER COIL DATA WATER TEMP. GPM L(' LAT (OF) ENT. LVG. CV-ED-1 1600 1600 14" 2 .35 140 110 1 4.0 1 52 85 .0 5 5 CV-ED-3 500 250 8" 2 .35 NO HEATING REQUIREMENTS CV-2A-1 200 125 5" 2 .35 140 110 0.5 52 85 CV-2A-2 200 125 5" 2 .35 140 110 0.5 52 85 CV-2A-3 200 125 5" 2 .35 140 110 0.5 52 85 CV-2A-4 200 125 1 5" 2 1 .35 140 110 0.5 52 85 CV-2A-5 200 125 5" 2 .35 140 110 0.5 52 85 CV-2A-6 200 125 5" 2 .35 140 110 0.5 52 85 CV-2A-7 250 150 6" 2 .35 140 110 1.0 52 85 CV-2A-8 250 150 6" 1 2 .35 140 110 1.0 52 85 CV-2A-9 250 150 6" 2 .35 140 110 1.0 52 85 CV-2A-10 275 275 6" 2 .35 140 110 1.0 52 85 CV-2A-11 650 300 10" 2 .35 140 110 2.0 52 85 CV-2A-12 700 700 10" 2 .35 140 110 2.0 52 85 CV-2A-13 150 150 5" 2 .35 140 110 0.5 52 85 CV-2A-14 300 200 T 2 .35 140 110 1.0 52 85 CV-2A-15 300 200 8" 2 .35 140 110 1.0 52 85 CV-2A-16 250 125 5" 2 .35 140 110 0.5 52 85 CV-2A-17 250 125 5" 2 .35 140 110 0.5 52 85 CV-2A-18 250 125 5" 2 .35 140 110 0.5 52 85 CV-2A-19 250 5" 2 .35 140 110 0.5 52 85 CV-2A-20 250 Ll5 5 5" 2 .35 140 110 0.5 52 85 V- -2 3 0 =A 5 CV-2A-22 500 250 8" 2 .35 NO HEATING REQUIREMENTS O S: 1. TERMINAL UNITS BASIS OF DESIGN: TRANE VCWF 2. PROVIDE 3-WAY CONTROL VALVES FOR END OF MAIN VAV BOXES. CHILLED WATER FAN COIL UNIT SCHEDULE PLAN MARK MODEL NO. SUPPLY AIR CFM COOLING COIL DATA HEATING COIL FAN & MOTOR DATA AUX DRAIN PAN SERVICE MIN.SEN. MBH MIN.TOT. MBH EAT WATER TEMP. OF FLOW GPM HEAT CFM EAT (°F) LAT (°F) WATER TEMP. OF EXT. SP I DRIVE TYPE HP VOLTS/ PHASE DB WB ENT. LVG. ENT. LVG. FCU-2-1 BCHC-18 450 11.5 15.5 80 67 45 55 3.5 450 1 52 85 1 140 110 0.05 DIRECT 1/2 8 YES 2ND FLR ELEVATOR LOBBY FCU-ED1-1 MULTI-AQUA-MHWW-36 850 24.3 33.0 80 67 45 55 10.0 NO HEATING REQUIREMENTS 0.05 DIRECT 1/12 120/1 YES 1ST FLR ELEC. RM 1307 F - 120/1 1 /20 208/1 FCU-ED1-6 BCHC-24 00 2 32.1 A 5 55 00 52 8 14 110 0. IR 1/2 2 /1 S 1 T F R ST L M 1 00 - - - 120/1 FCU-1A-1 BCHC-36 1200 1 32.2 44.7 1 80 1 67 1 45 55 6.0 NO HEATING REQUIREMENTS 0.05 DIRECT 3/4 480/3 YES 1ST FLR ELEV EQUIP RM NOTES: 1. MODEL NUMBERS AND EQUIPMENT SELECTIONS BASED ON TRANE AND MULTI AQUA 2. MAX WPD ACROSS CHW COIL SHALL BE 10 FT HD 3. PROVIDE GALV STEEL SHEET METAL AUXILLIARY DRAIN WITH FLOAT TRIP 4. PROVIDE 25% 2" PLEATED THROWAWAY FILTERS 5. PROVIDE DELUXE PIPING PACKAGE WITH 2-WAY 2-POSITION N.O. CONTROL VALVE AND TRANE CONTROLLER. 6. FCU PROVIDER SHALL PROVIDE CONTROL VALVE WIRING, LOW VOLTAGE TRANSFORMER FOR CONTROL WIRING AND CONTROL VALVE. ALL CONTROLS SHALL BE INTEGRATED WITH TRANE BUILDING AUTOMATION SYSTEM. 7. PROVIDE IN WALL T-STAT FOR TEMP ADJUSTMENT FOR MULTI -AQUA FCU'S 8. ALL MULTIAQUA UNITS SHALL BE PROVIDED WITH A 3 PRONG, PLUG-IN, 208/1 POWER CORD. COORDINATE FCU MOUNTING WITH ELECTRICAL CONTRACTOR TO PROVIDE 208/1 RECEPTACLE ADJACENT TO WALL MOUNTED FCU'S. 9. COORDINATE EXACT MOUNTING LOCATION WITH FIELD CONDITIONS, PROVIDE UNISTRUT AND SUSPEND UNITS FROM THE CEILING WHEN WALL SPACE IS LIMITED. 10. PROVIDE PRV ON CHILLED WATER INLET TO ALL MULTI -AQUA UNITS. REDUCE TO MANUFACTURER RECOMMENDED PRESSURE AND OUTLET. EXHAUST FAN REBALANCE SCHEDULE EXISTING CFM PHASE 1 FINAL E F-25 5710 4880 4805 1 EF-26 4820 3650 1750 GENERAL NOTES: 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE 2. T&B CONTRACTOR SHALL VERIFY EXISTING AIRFLOWS WITH PRE -DEMO T&B REPORT HOT WATER REHEAT COIL SCHEDULE PLAN MARK AIR DATA TOTAL MBH ROW/ FINS /FT. MAX FACE VEL. FPM A P IN. WG. WATER DATA CFM TEMP. °F TEMP. OF FLOW GPM p P FT ENT. LVG. ENT. LVG. RHC-1A-1 125 52 85 4.5 2/100 1000 0.25 140 110 0.5 5.0 RHC-1A-2 125 52 85 4.5 2/100 1000 0.25 140 110 0.5 1 5.0 RHC-1A-3 250 52 85 9.1 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-4 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-1 A-5 425 52 85 15.4 2/100 1000 0.25 140 110 1 1.5 5.0 RHC-1A-6 275 52 85 10.0 2/100 1000 0.25 140 110 1.0 5.0 RHC-IA-7 250 52 85 9.1 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-8 250 52 85 9.1 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-9 250 52 85 9.1 21100 1000 0.25 140 110 1.0 5.0 RHC-1A-10 270 52 85 9.8 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-11 150 52 85 5.4 2/100 1000 0.25 140 110 0.5 1 5.0 RHC-1A-12 150 52 85 5.4 2/100 1000 0.25 140 110 0.5 5.0 RHC-1A-13 500 52 85 18.2 2/100 1000 0.25 140 110 1.5 5.0 RHC-1A-14 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-15 450 52 85 16.3 2/100 1000 0.25 140 110 1.5 5.0 RHC-IA-16 1050 52 85 38.1 2/100 1000 0.25 140 110 3.0 5.0 RHC-1A-17 500 52 85 18.2 2/100 1000 0.25 140 110 1.5 5.0 RHC-1A-18 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-19 350 52 85 12.7 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-20 150 52 85 5.4 2/100 1000 0.25 140 110 0.5 5.0 RHC-1A-21 150 52 85 5.4 2/100 1000 0.25 140 110 0.5 5.0 RHC-1A-22 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-23 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-24 300 52 85 10.9 2/100 1000 1 0.25 140 110 1.0 5.0 RHC-ED-1 450 52 85 16.3 2/100 1000 0.25 140 110 1.5 5.0 RHC-ED-2 350 52 85 12.7 2/100 1000 0.25 140 110 1.0 5.0 RHC-ED-3 450 52 85 16.3 2/100 1000 0.25 140 110 1.5 5.0 RHC-ED4 400 52 85 14.5 2/100 1000 0.25 140 110 1.0 5.0 RHC-ED-5 325 52 85 11.5 2/100 1000 0.25 140 110 1.5 5.0 RHC-ED-6 125 52 85 4.5 2/100 1000 0.25 140 110 0.5 5.0 RHC-ED-7 150 52 85 5.4 1 2/100 1 1000 1 0.25 1 140 1 110 1 0.5 5.0 NOTES: PROVIDE RHC'S AT THE END OF PIPING BRANCHES WITH 3-WAY COILS FAN SCHEDULE PLAN MODEL STATIC FAN MOTOR VOLT/ DRIVE FAN TYPE CFM ACCESSORIES RPM HP BHP MARK N0. PRESS. RPM PHASE TYPE SERVICE EF-ISO-1A 80CPV UTILITY 750 2.0 2,607 1,725 3/4 0.55 460/3 BELT FIRST FLOOR ISOLATION ROOMS 1,4,5,6,7,12,15,25,33 EF-1A CUBE-240-XP UPBLAST 2000 2.0 1,247 1,725 1.5 1.33 460/3 BELT FIRST FLOOR GENERAL 1,3,4,5,6,12,20,25 EF-ED-1 180CPV UTILITY 3175 2.5 1,563 1,725 3.0 2.05 460/3 BELT FIRST FLOOR ED WAITING 1,4,5,6,7,12,15,20,25,33 EF-2A C - 4 P P 1 0 .5 1 9 1 1 460/3 BELT SECOND FLOOR ORTHO/REHAB 1,3,4,5,6,12,20,25 EF-213 2 80CPV UTILITY 645 2.0 2,036 1,725 3/4 0.5 120/1 BELT 1ST FLOOR BELOW ORTHO 1,4,5,6,7,12,15,20,25,33 RF-ED-1 - 0 1 1 0 .5 1. 1, 5 4 460/3 DIRECT 1ST FLOOR ED WAITING RETURN 1,5,10,12,20,25,28 NOTES: 1. NON -UTILITY SET MODEL NUMBERS AND FAN SELECTIONS ARE BASED ON GREENHECK. UTILITY SET MODEL NUMBERS AND FAN SELECTIONS ARE BASED ON COOK. 2. PROVIDE NOA RATED EXHAUST FANS ACCESSORIES: 9) CURB MOUNT ROOF JACK 19) FAN GUARD/SCREEN 29) INSULATED MOTOR COVER 1) BACKDRAFT DAMPER 10) SPEED CONTROLLER 20) COMPANION FLANGES 30) ENERGY STAR LABEL 2) THERMOSTAT 11) WALL SHUTTER 21) INSULATED HOUSING FOR SOUND CONTROL 31) VARI-GREEN MOTOR 3) BIRDSCREEN 12) VIBRATION ISOLATORS 22) HINGED FRAMES 32) SIDE DISCHARGE 4) ROOF CURB 13) WALL CAP 23) SPARK/EXPLOSION PROOF 33) INTEGRATED INLET PLENUM 5) DISCONNECT SWITCH 14) WALL SHUTTER - MOTORIZED 24) WALL SWITCH (NO EXPOSED DUCTWORK) 6) DRAIN 15) WEATHER COVER 25) CONTINUOUS OPERATION 34) CURB ADAPTERS 7) EQUIPMENT SUPPORTS 16) 2 SPEED / 1 WINDING 26) CONTROL CENTER 35) INLET PLENUM 8) INLET SCREEN 17) FILTERS 27) SMOKE DETECTOR 18) WALL COLLAR 28) VFD EXISTING AHU-24 REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD NOTE 3 NOTE 3 NOTE 3 PHASE 1 -1885 -550 -1345 Z1 FINAL PHASE 1 +545 PH 1 +1210 PH 1 +705 GENERAL NOTES: 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE 2. T&B CONTRACTOR SHALL VERIFY EXISTING AIRFLOWS WITH PRE -DEMO T&B REPORT 3. INADEQUATE AIRFLOW INFORMATION IS AVAILABLE FOR AHU. PROVIDE PRE -DEMO AND FINAL T&B TO ENGINEER BEFORE CONSTRUCTION, L INTERLOCK SCHEDULE AIR HANDLING UNIT EXHAUST FAN RTU-2A EF-2A (NEW FAN) AHU-24 EF-25 (EXISTING) EF-26 (EXISTING) EF-1A (NEW FAN) NOTES: 1. PROVIDE FIRE ALARM RELAYS FOR AUTOMATIC SHUT DOWN. 2. PROVIDE CONTROL RELAYS FOR MANUAL SHUT DOWN OF EXHAUST FANS AT THE AHU STARTER. EXHAUST FANS SHALL SHUT DOWN UPON MANUAL DEACTIVATION OF AIR HANDLER. 3. AHU AND INTERLOCKED EXHAUST FANS SHALL AUTOMATICALLY RESTART UPON FIRE ALARM RESET OR MANUAL REACTIVATION 4. FIELD VERIFY EXISTING AHU INTERLOCKS PRIOR TO DEMOLITION. NOTIFY ENGINEER IN ADVANCE OF ANY DEFICIENCIES. PROVIDE ALLOWANCE IN CONTRACT TO REPAIR ANY DEFICIENCIES. 5. EF-ISO-1A SHALL RUN CONTINOUSLY EF-ED1 SHALL RUN CONTINOUSLY RF-ED1 SHALL RUN CONTINOUSLY EXISTING AHU-20 REBALANCE SCHEDULE SUPPLY RETURN I OUTSIDE AIR O O PHASE 1 Lm +220 -30 +250 I O H G A E G GENERAL NOTES: 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE 2. T&B CONTRACTOR SHALL VERIFY EXISTING AIRFLOWS WITH PRE -DEMO T&B REPORT INADEQUATE AIRFLOW INFORMATION IS AVAILABLE FOR AHU. PROVIDE PRE -DEMO 3. AND FINAL T&B TO ENGINEER BEFORE CONSTRUCTION. EXISTING AHU-1 REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD NOTE 3 NOTE 3 T PHASE 1 +290 +420 -130 GENERAL NOTES: 1. T&B CONTRACTOR SHALL PROVIDEALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE 2. T&B CONTRACTOR SHALL VERIFY EXISTING AIRFLOWS WITH PRE -DEMO T&B REPORT INADEQUATE AIRFLOW INFORMATION IS AVAILABLE FOR AHU. PROVIDE PRE -DEMO 3. AND FINAL T&B TO ENGINEER BEFORE CONSTRUCTION. AIR DISTRIBUTION SCHEDULE MARK CFM NECK FACE SIZE DESCRIPTION SIZE LENGTH A 000-100 6N 24x24 SUPPLY DIFFUSER 101-225 8N 24x24 BASIS OF DESIGN: PRICE SPD 226-300 10N 24x24 COLOR: WHITE 301-400 12t� 24x24 MATERIAL: ALUMINUM 401-500 14o 24x24 OPPOSED BLADE DAMPERS: NO 501-600 16N 24x24 B 000-110 6x6 24x24 RETURN / EXHAUST GRILLE 111-220 8x8 24x24 BASIS OF DESIGN: PRICE 80 221-350 10x10 24x24 COLOR: WHITE 351-530 12x12 24x24 MATERIAL: ALUMINUM 531-730 14x14 24x24 OPPOSED BLADE DAMPERS: NO 731-970 16x16 24x24 1/2"xl/2"xl/2" GRID 971-1240 18x18 24x24 1241-1540 20x2O 24x24 1541-1880 22x22 24x24 C 000-160 6x6 SUPPLY SIDEWALL DIFFUSER 161-250 8x6 BASIS OF DESIGN: PRICE 61OL 251-330 12x6 COLOR: WHITE 331-500 18x6 MATERIAL: EXTRUDED ALUMINUM 501-890 18x10 OPPOSED BLADE DAMPERS: NO SINGLE DEFLECTION 891-1450 24x12 3/4" SPACING 1451-1650 24x16 D 000-100 6x6 RETURN / EXHAUST SIDEWALL GRILLE 101-175 12x6 BASIS OF DESIGN: PRICE 610ZL i 176-260 18x6 COLOR: WHITE 261-425 18xl0 MATERIAL: EXTRUDED ALUMINUM 426-600 24x12 OPPOSED BLADE DAMPERS: NO 601-1000 30xl8 45° FIXED DEFLECTION 3/4" SPACING E 000-100 6N 24x24 LAMINAR FLOW SUPPLY DIFFUSER 101-225 80 24x24 BASIS OF DESIGN: PRICE LFD 226-300 10N 24x24 COLOR: WHITE 301-400 12N 24x24 MATERIAL: ALUMINUM 401-500 14N 24x24 OPPOSED BLADE DAMPERS: NO 501-600 160 24x24 F 6 6 MAXIMUM SECURITY SUPPLY DIFFUSER 000-110 x 24x24 111-220 8x8 24x24 BASIS OF DESIGN: PRICE 221-350 10x10 24x24 COLOR: WHITE 351-530 12x12 24x24 MATERIAL: ALUMINUM OPPOSED BLADE DAMPERS: NO 531-730 14x14 24x24 1/2"x1/2"x1/2" GRID 731-970 16x16 24x24 971-1240 18x18 24x24 G 000-110 6x6 24x24 MAXIMUM SECURITY RETURN/EXHAUST 111-220 8x8 24x24 BASIS OF DESIGN: PRICE 221-350 10x10 24x24 COLOR: WHITE 351-530 12x12 24x24 MATERIAL: ALUMINUM OPPOSED BLADE DAMPERSNO INFECTION CONTROL RISK ASSESSMENT (ICRA) ALL WORK SHALL CONFORM WITH THE OWNER'S INFECTION CONTROL AND CONSTRUCTION POLICIES, PROCESSES AND OWNER'S PROJECT -SPECIFIC INFECTION CONTROL RISK ASSESSMENT PLAN. ICRA MATRIX IG RISK CONSTRUCTION ACTIVITY TYPE TYPE A TYPE B TYPE C TYPE D LEVEL GROUP 1 CLASS I CLASS II CLASS II CLASS III/IV GROUP 2 CLASS I CLASS II CLASS III CLASS IV GROUP 3 f CLASS I CLASS III CLASS III/IV CLASS IV f GROUP 4 CLASS III CLASS IIIAV CLASS III/IV CLASS IV INFECTION CONTROL RISK LEVELS GROUP 1 GROUP 2 GROUP 3 GROUP 4 LOWEST MEDIUM MEDIUM HIGH HIGHEST OFFICE AREAS ALL PATIENT CARE UNITS EMERGENCY ROOM f TRANSPLANT CLINIC CONFERENCE ROOMS WAITING ROOMS RADIOLOGY AREAS SURGERY SUITES PUBLIC BATHROOMS ROCP RECOVERY ROOMS WAITING ROOMS LABOR AND DELIVERY LABOR & DELIVERY OR'S NURSERIES CARDIAC CATH /ANGIO PEDIATRICS CVICU RIO SURGERY OUTPATIENT UNITS ALL INTENSIVE CARE AREAS DIALYSIS AND TRANSPLANT NUCLEAR MEDICINE ONCOLOGY / BONE MARROW ADMISSION / DISCHARGE AREA CARDIOLOGY PHYSICAL THERAPY TANK AREA HYPERBARIC MEDICINE CAFETERIA ENDOSCOPY ECHOCARDIOGRAPHY PHARMACY ADMIXTURE LABORATORIES PHARMACY DEPENDENT ON LOCATION CONSTRUCTION ACTIVITY TYPES INSPECTIONS AND NON-INVASIVE ACTIVITIES. INCLUDES, BUT IS NOT LIMITED TO, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1 TILE PER 50 SQUARE FEET, TYPE A PAINTING (BUT NOT SANDING) WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION. SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST, INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF TELEPHONE AND COMPUTER CABLING, ACCESS TO TYPE B CHASE SPACES, CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CONTROLLED. ANY WORK WHICH GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES. INCLUDES, BUT IS NOT LIMITED TO, SANDING OF WALL FOR PAINTING OR WALL COVERING, REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK, NEW WALL TYPE C CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORKSHIFT, TYPE D V MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT IS NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CEILING SYSTEM, AND NEW CONSTRUCTION. ICRA CLASSIFICATION SCHEDULE CLASS] 1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS. 2. IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION. 3. MINOR DEMOLITION FOR REMODELING. 1. PROVIDES ACTIVE MEANS TO PREVENTAIRBORNE DUST FROM DISPERSING INTO ATMOSPHERE. 2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING. 3. SEAL UNUSED DOORS WITH DUCT TAPE. CLASS 11 4. BLOCK OFF AND SEAL AIR VENTS, 5. WIPE SURFACES WITH DISINFECTANT. 6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 7. WET MOP ANDIOR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORKAREA, 8. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA. 9. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS. 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND MONITOR WITH MAGNEHELIC GAUGES. 5. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICES DEPARTMENT. CLASS 111 6. VACUUM WORK WITH HEPA FILTERED VACUUMS. 7. WET MOP WITH DISINFECTANT. 8. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. 9, CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 10. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING. 11. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. 2, ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. 3, COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS. 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND MONITOR WITH MAGNEHELIC GAUGES. 5. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY. 6. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE. 7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS. CLASS IV 8. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS THOROUGHLY CLEANED BY THE ENVIRONMENTAL SERVICES DEPARTMENT AND [7� RELEASED BY SAFETY AND INFECTION CONTROL. 9. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. 10. WET MOP WITH DISINFECTANT. 11. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. 12. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 13. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING. 14. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE CONSTRUCTION IS BEING DONE. GENERAL ELECTRICAL REQUIREMENTS 1. ALL VFD SHALL BE 65,000 AIC UNLESS OTHERWISE INDICATED. ALL CONTROLLERS AND CONTROL PANELS FOR MECHNICAL EQUIPMENT SHALL BE 65,000 AIC UNLESS OTHERWISE INDICATED ON THE ONELINE DIAGRAM. REFER TO ELECTRICAL DRAWINGS. 2. VFD AMPERAGE RATING SHALL BE AS REQUIRED FOR THE DRIVE EQUIPMENT AND SHALL BE CAPABLE OF OPERTING THE MOTOR INCLUDING THE SERVICE FACTOR FOR AN INDEFINATE PERIOD OF TIME. 3. ALL VFDS SHALL INCLUDE AN INTERGRAL DISCONNECTING MEANS, CAPABLE OF BEING LOCKED IN THE OFF POSITION. 4. ALL AHU VFDS SHALL BE PROVIDED WITH DOUBLE BARREL LUGS FOR FIRE SMOKE DAMPER TRANSFORMER. 5. ALL VFD'S LOCATE OUTSIDE SHALL BE IN A NEMA 4X ENCLOSURE, 12 531-730 14x14 24x24 1/2"xl/2"xl/2" GRID 731-970 16x16 24x24 971-1240 18xl8 2424 NOTES: 1. DOCUMENTS FOR CEILING TYPES. TYPE 1 FOR SURFACE MOUNTING. REFER TO ARCHITECTURAL BOARD 3. COMPONENTS INCLUDING ALL DUCT CONNECTIONS THERETO. INSTALL ALL PLENUMS, BLANK -OFFS AND CEILINGS OR WALLS SHALL BE PROVIDED WITH BORDER MOUNTING, AIR DISTRIBUTION DEVICES ASSOCIATED SHEET METAL APPURTENANCES. MECHANICAL CONTRACTOR SHALL FURNISH AND BE LOCATED WITHIN GYPSUM CEILINGS SHALL BE PROVIDED WITH BORDER TYPE 3 FOR LAY -IN AIR COMPLETE IN EVERY RESPECT AND SHALL INCLUDE ALL REQUIRED DRAWINGS AND/OR INDICATED IN THE DISTRIBUTION DEVICES LOCATED WITHIN ACOUSTICAL TILE SPECIFICATIONS. THE SYSTEMS SYSTEMS AS SHOWN ON THE ARCHITECTURAL AND MECHANICAL DEVICE TO CEILING GRID WITH FIELD -FABRICATED SUPPORTS. SURFACE MOUNTING BORDERS IN LIEU OF INSTALLATION OF ALL LINEAR AND MODULAR SLOT AIR DISTRIBUTION PROVIDE ALL MATERIALS AND 2. LAY -IN. SECURE EACH 24"x24" GRID ARE NOT AVAILABLE SHALL BE PROVIDED WITH AIR DISTRIBUTION EQUIPMENT REQUIRED FOR A COMPLETE DEVICES LOCATED IN SMALL ROOMS WHERE FULL [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERIN6 Fax:407-540-0234 FIRRRCIITECTIRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc, COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 J4 ; �a 0 4' 6 Vaa Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION lHunton . �► A R C H IT E C T DATE SUBMISSION NO. 04.15,16 CONSTRUCTION DOCUMENTS 05110116 ADDENDUM NO.1 1 08104116 CCD NO. 1 2 MECHANICAL SCHEDULES PROJ. NO. H-15021.00 SHEET DRAWN DJM M501 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 il eel, I •�.'e'le'ry I.1' r'I , I tf"f411L III ' I a u _ u!l'1 ' �I I _ I 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ I 1 I I I_ I I 1 I I I I I Ir., 11 I..: I�`^ - -. I' I 1 I ___ II 11 I.11_ _1 _ 1 __ II _ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M 7 ■ L ■ K ■ J H ■ G ■ F E J ■ 0 V) c>3 0 c>3 E 0l X ■ 6 Lu J LLI 0 c a� C a W 0- aD N 00 ■ rn LO a� 0 2 m B 0 O J co T 0 N Of ■ CJ - a ti N A Cl) 0 0 N M 0 ELECTRICAL SYMBOL LEGEND ONELINE SYMBOL LEGEND SYMBOL_ DESCRIPTION SYMBOL DESCRIPTION Sa SINGLE POLE SWITCH (SUBSCRIPT INDICATES ITEM CONTROLLED) So WALL MOUNTED OCCUPANCY SENSOR SWITCH SD DIMMER SWITCH (1500 WATTS UNLESS OTHERWISE INDICATED) °S CEILING MOUNTED OCCUPANCY SENSOR. REFER TO DETAILS SHEET FOR FURTHER INFORMATION. 277/490V, 30, aW XXXAMPs ® SWITCHBOARD OR FUSED DISCONNECT SWITCH DUPLEX SAFETY RECEPTACLE DISTRIBUTION BOARD MOUNT COVERPLATES WITH SPANNER HEAD SCREWS NON -FUSED DISCONNECT SWITCH TYPICAL FOR ALL RECEPTACLES UNLESS NOTED OTHERWISE °) DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER DUPLEX SAFETY RECEPTACLE MOUNT (TAMPER RESISTANT) p) MAIN BREAKER PANEL � O AUTOMATIC TRANSFER SWITCH X = NUMBER OF POLES x COVERPLATES WITH SPANNER HEAD SCREWS ° GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. WP MAIN LUG ONLY PANEL X = NUMBER OF POLES VFD VARIABLE FREQUENCY DRIVE GFI RECEPTACLE MOUNTED ABOVE COUNTER x � J GENERATOR EC B ENCLOSED CASE CIRCUIT BREAKER/WITH SHUNT TRIP BREAKER �� �� MOUNTED IN NEMA 1 ENCLOSURE ISOLATION PANEL EP EMERGENCY POWER OFF BUTTON. FLUSH (D CIRCUIT BREAKER MOUNTED UON. W/ GROUND FAULT PROTECTION HORSEPOWER J� JUNCTION BOX 5 MOTOR GFM CIRCUIT BREAKER LEI 30AR NON -FUSED DISCONNECT SWITCH, SIZE AS NOTED W/ GROUND FAULT MONITORING NF NF DENOTES NON FUSED GROUND ELECTRODE & BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, GROUNDING ELECTRODE ST IRCUIT BREAKER SURFACE MOUNTED = CONDUCTOR 1 SHUNT TRIP & SHUNT TRIP STATION BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, FLUSH MOUNTED Uiu UTILITY COMPANY SURGE SUPRESSOR SS BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, fT�TI TRANSFORMER C 3 C3 = SERVICE ENTRANCE DEVICE SURFACE MOUNTED B3 = DISTRIBUTION BOARD DEVICE L1JJ,J T-X A3 = PANELBOARD DEVICE BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, XX KVA STEP-DOWN LA LIGHTNING ARRESTOR TRANSFORMER FLUSH MOUNTED 48ov- BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING 01208v °) ENCLOSED CIRCUIT BREAKER OR IN WALL. CONDUIT SHALL INCLUDE PHASE, NEUTRAL CIRCUIT BREAKER ° AND GROUND CONDUCTORS AS REQUIRED FOR CIRCUITS o) (UNLESS OTHERWISE NOTED). DRAW -OUT TYPE BREAKER FUSE BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, �) UNDERGROUND OR UNDER FLOOR. BRANCH CIRCUIT CONDUIT EXPOSED sL SUB -PANEL BREAKER � FUSED SWITCH II--- GROUND OR GROUND ROD AS NOTED * PANEL AFFECTED BY SCOPE OF WORK - - EXISTING TO BE REMOVED EXISTING TO REMAIN CODES AND STANDARDS EXISTING AFFECTED BY THIS PROJECT A. THE CODES, STANDARDS AND PRACTICES LISTED HEREIN APPLY TO THE ENTIRE PROJECT, REFER TO FUTURE SPECIFICATIONS FOR ADDITIONAL SPECIFIC CODES AND REQUIREMENTS, NEW B, COMPLIANCE AND CERTIFICATION: THE INSTALLATION SHALL COMPLY WITH THE GOVERNING STATE AND LOCAL CODES OR ORDINANCES. THE COMPLETED ELECTRICAL INSTALLATION SHALL BE INSPECTED AND CERTIFIED BY LIGHTING APPLICABLE AGENCIES THAT IT IS IN COMPLIANCE WITH CODES. G. BUILDING CODE: FLORIDA BUILDING CODE 2014 5th EDITION q FIXTURE DESIGNATION FLUORESCENT FIXTURE H. LABELS: MATERIALS AND EQUIPMENT SHALL BE NEWAND FREE OF DEFECTS, AND SHALL BE U.L. LISTED, BEAR THE U.L. LABEL OR BE LABELED OR LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING 2 a _"'--- LOWER CASE LETTER INDICATES AGENCY. WHERE NO LABELING OR LISTING SERVICE IS AVAILABLE OR DESIRED FOR CERTAIN TYPES OF EQUIPMENT, TEST DATA SHALL BE SUBMITTED TO VALIDATE THAT EQUIPMENT MEETS OR EXCEEDS AVAILABLE CONTROL CIRCUIT SWITCH LEG CIRCUIT NUMBER I. NATIONAL FIRE PROTECTION (NFPA) STANDARDS: FLUORESCENT FIXTURE DIAGONAL SHADING DENOTES Lid TO LIGHT FIXTURE CONNECTED TO CRITICAL BRANCH. 1, NFPA 1- UNIFORM FIRE CODE, 2012 FLORIDA SPECIFIC EDITION 2. NFPA-10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2010 EDITION FLUORESCENT FIXTURE 3. NFPA-13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2010 EDITION - COMPLETELY SHADED DENOTES LIGHT 4. NFPA-14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2010 EDITION FIXTURE CONNECTED TO LIFE SAFETY BRANCH 5. NFPA-17, STANDARD FOR DRY -CHEMICAL EXTINGUISHING SYSTEMS, 2009 EDITION CIRCUIT. LED, FLUORESCENT, OR INCANDESCENT FIXTURE 8. NFPA-30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2012 EDITION EXIT LIGHT FIXTURE 9. NFPA-54, NATIONAL FUEL GAS CODE, 2010 EDITION (1) DIRECTION ARROWS AS SHOWN 10. NFPA-70, NATIONAL ELECTRICAL CODE, 2011 EDITION (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) 11. NFPA-72, NATIONAL FIRE ALARM CODE, 2010 EDITION NURSE CALL SYSTEMS COMBINATION PATIENT STATION, CODE BLUE, STAFF ASSIST AND AUXILLARY JACK DEVICE -�D DUTY STATION STAFF STATION CB CODE BLUE -Az EMERGENCY STATION COLOR CODES TOILET EMERGENCY STATION SH SHOWER EMERGENCY STATION COLOR CODING: COLOR CODE ALL POWER AND LIGHTING CABLE. COLOR CODE THE WIRE BY USING COLORED PLASTIC TAPE, PAINTING THE ENDS ACCESSIBLE AT © CORRIDOR DOME LIGHT JUNCTION OR PULL BOXES, OR OTHER METHOD ACCEPTABLE TO THE ENGINEER. USE THE FOLLOWING CHART AS APPLICABLE; O CORRIDOR ZONE LIGHT 120/208 277/480 CONDUCTOR VOLTS CONDUCTOR VOLTS NURSE CALL INTERFACE PHASE A BLACK PHASE A BROWN N PHASE B RED PHASE B ORANGE EQUIPOTENTIAL GROUNDING GENERAL DEMOLITION NOTES: FIRE ALARM/DETECTION SYSTEM 1. ALL DEVICES SHOWN ON PLANS ARE EXISTING. REFER TO SYMBOL LEGEND FOR SYMBOL DESC RIP ION EQUIPOTENTIAL GROUND - ALL EQUIPOTENTIAL GROUNDING SHALL BE IN ACCORDANCE WITH DEVICE DESCRIPTION. NFPA 99. 2. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL F ❑ MANUAL PULL STATION A. EQUIPOTENTIAL GROUND: TEST ALL METAL CONDUCTIVE SURFACES LIKELY TO BECOME DRAWINGS AND FIELD INVESTIGATION, ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO BID, FIELD CONDITIONS SHALL GOVERN, CEILING SMOKE DETECTOR, PHOTO ELECTRIC ENERGIZED WITHIN PATIENT CARE AREAS. TEST ALL LARGE CONDUCTIVE SURFACES LIKELY ® TYPE UNLESS OTHERWISE NOTED TO BECOME ENERGIZED WITHIN A VOLUME DEFINED AS 6 FOOT FROM THE PATIENT BED 3. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE E= ELEVATOR WITH RECALL CONTACTS HORIZONTALLY OR 7 FOOT 6 INCHES VERTICALLY. PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA, ANY I = IONIZATION 1. LARGE METAL SURFACES NOT LIKELY TO BE ENERGIZED, WHICH DO NOT REQUIRE DISCREPANCIES OR CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE BROUGHT DUCT SMOKE DETECTOR TESTING: TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR a. WINDOW FRAMES ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. R=RETURN b. DOOR FRAMES 4. ALL CONDUITS SERVING OTHER SPACES OR FLOORS, THAT RUN THROUGH THE S = SUPPLY c. FLOOR DRAINS PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION, SO AS NOT TO ® SUPERVISED CONTROL RELAY d. MOVEABLE METAL CABINETS CAUSE ANY DISRUPTION TO THESE OTHER SPACES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE � DUCT SMOKE REMOTE ALARM INDICATING LAMP, 2. TEST METHOD: PROJECT AREA ARE PROPERLY SUPPORTED AND PROVIDED WITH BONDING -0 W/ TEST SWITCH, WALL MOUNTED 72"AFF a. USE IMPEDANCE AND VOLTAGE MEASUREMENTS BUSHINGS IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. b. UTILIZE ESTABLISHED GROUND BUS OR GROUND BAR IN PANEL SERVING AREA. 5 ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED -® REMOTE FIRE ALARM WITH TEST SWITCH c. MEASURE VOLTAGE FROM REFERENCE POINT TO CONDUCTIVE SURFACES AND ALL OVER TO THE OWNER AT THE OWNER'S DISCRETION. RECEPTACLE GROUND CONTACTS. d. MEASURE IMPEDANCE BETWEEN REFERENCE POINT AND RECEPTACLE GROUND 6. THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN. 01 COMBINATIONAUDIBLENISUAL NOTIFICATION DEVICE CONTACTS. CHIMETLASHING "FIRE" LIGHT e. CHECK FOR PROPER POLARITY. TEMPORARY ELECTRICAL SERVICES (POWER, LIGHTING, NURSE CALL, FIRE ALARM, XXCD CD = CANDELA RATING ETC) SHALL E PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO f. IDENTIFY THE REFERENCE GROUND FOR EACH ROOM ON THE GROUND TEST REPORT. REMAIN ACTIVE. IF FIRE ALARM SYSTEM CANNOT BE MAINTAINED IN THE I PROVIDE A BLUE DOT LABEL WITH A PERMANENT ADHESIVE BACKING LOCATED ON THE CONSTRUCTION AREA, A FIRE WATCH SHALL BE PROVIDED. m4 COMBINATION AUDIBLE/VISUAL BOTTOM CENTER OF THE REFERENCE GROUND OUTLET COVER. NOTIFICATION DEVICE 7, UNLESS OTHERWISE NOTED, ALL EQUIPMENT, WIRING DEVICES, LIGHT FIXTURES, XXCD CD =CANDELA RATING 3. MAXIMUM ACCEPTABLE VALUES: CONDUIT AND WIRE IN THE PROJECT AREA SHALL BE REMOVED. THE CONTRACTOR a. VOLTAGE: 20 MV PLUS OR MINUS 20 PERCENT SHALL INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL SS FIRE ALARM SPEAKER CEILING MOUNTED b. IMPEDANCE: 0.1 OHM PLUS OR MINUS 20 PERCENT REQUIRED DEMOLITION. XXCD CD = CANDELA RATING c. QUIET GROUND IMPEDANCE: 0.2 OHM PLUS OR MINUS 20 PERCENT 8. CONTRACTOR SHALL PROVIDE MEANS OF AUTOMATIC SMOKE DETECTION VIA INSTALLED SMOKE DETECTORS CONNECTED TO THE FACILITY FIRE ALARM SYSTEM FIRE ALARM SPEAKER- WALL MOUNTED 4. EQUIPMENT: FOR COVERAGE DURING NOW OCCUPIED PERIODS WITHIN THE CONSTRUCTION CD = CANDELA RATING a. MILLIVOLT METER WITH 1 KOHM IMPEDANCE AND PROPER FREQUENCY RESPONSE, IN AREA. IF DESIRED, A DOCUMENTED FIRE WATCH OF THE ENTIRE AREA PERFORMED XXCD ACCORDANCE WITH NFPA 99. IN INCREMENTS NO GREATER THAN ONE HOUR MAY BE PERFORMED PROVIDED FIRE ALARM SPEAKER WITH STROBE b. POLARITY TESTER THAT IT IS DOCUMENTED IN FULL ACCORDANCE WITH NFPA 72, COORDINATE Q - CD -CANDELA RATING ACTIVITY IN FIELD WITH GENERAL CONTRACTOR. 5. GROUND TEST REPORT. COMPLETE GROUND TEST REPORT INCLUDED AT THE END OF THIS SPECIFICATION SECTION, AND MAKE AVAILABLE COPIES OF SUCH TO ENGINEER AND 9. "ETR" DENOTES EXISTING ELECTRICAL DEVICE TO REMAIN. VISUAL SIGNALING UNIT, WALL MOUNTED INSPECTING AUTHORITY AT FINAL INSPECTION. (NO AUDIO DEVICE) =P FIREMAN'S PHONE JACK GENERAL NOTES: 1. LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 2. RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE COUNTER RECEPTACLES SHALL BE MOUNTED 6" ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. 3. THE EQUIPMENT GROUNDING TERMINAL BARS OF THE NORMAL AND ESSENTIAL ELECTRICAL SYSTEM PANELBOARDS SERVING THE SAME PATIENT VICINITY SHALL BE BONDED TOGETHER WITH AN INSULATED, CONTINUOUS, COPPER CONDUCTOR NOT SMALLER THAN NUMBER 10. 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 5. A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110. B. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. 6. CRITICAL AND LIFE SAFETY LIGHT SWITCHES SHALL BE ROUTED IN CONDUIT AND BOXES OTHER THAN THAT FOR THE NORMAL BRANCH. ESSENTIAL SYSTEM SWITCHES SHALL BE RED IN COLOR. 7. PATIENT CARE AREAS SHALL BE PROVIDED WITH GROUNDING IN ACCORDANCE WITH NEC 517. 8. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). E. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. H OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. 9. NON-METALLIC RACEWAYS SHALL NOT BE USED TO SERVE ANY PATIENT CARE SPACE. ALL WIRING SHALL BE MECHANICALLY PROTECTED BY INSTALLATION IN METALLIC RACEWAYS. 10. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. 11. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP. 12. THE NUMBER OF ARROWHEADS ON THE HOMERUNS DENOTES THE NUMBER OF CIRCUITS. 13. ALL EXISTING AND NEW BRANCH CIRCUITS SHALL BE PROVIDED WITH NEW TYPED WRITTEN PANEL SCHEDULES THAT CLEARLY IDENTIFY THE LOCATION AND THE TYPE OF LOAD SERVED. NEW PANEL SCHEDULES SHALL REFLECT THE CURRENT AS -BUILT CONDITIONS IN THE AREAS, NOT THE CURRENT IDENTIFICATION FOUND ON THE EXISTING SCHEDULES. 14. THE REUSE OF EXISTING RACEWAYS SHALL BE PERMITTED TO THE FULLEST EXTENT POSSIBLE PROVIDED THAT THE RACEWAYS ARE PROPERLY SUPPORTED PER THE NEC. CONTRACTOR SHALL ENSURE THAT SUCH RACEWAYS ARE SUPPORTED, AND IF REQUIRED, ADD ADDITIONAL SUPPORTS. WHERE THE REUSE OF EXISTING RACEWAYS OCCURS, CONTRACTOR SHALL ENSURE THAT PROPER SEPARATION OF WIRING CLASSIFICATIONS IS MAINTAINED THROUGHOUT THE ENTIRE CIRCUIT. WHERE CO -MINGLING OCCURS, CONTRACTOR SHALL REMOVE THE NECESSARY WIRING AND REINSTALL IN SEPARATE RACEWAYS TO MAINTAIN THE REQUIRED SEPARATION. ALL EXISTING JUNCTION BOXES AND RACEWAYS SHALL BE RE -IDENTIFIED WITH THE NEW BRANCH CIRCUIT INDENTIFICATIONS UTILIZED AS PART OF THE RECIRCUITING PROCESS. ALL JUNCTION BOXES SHALL BE IDENTIFIED WITH THE BRANCH CIRCUIT AND PANEL IN WHICH THE LOAD IS SERVED. 15. PROVIDE EQUIP -POTENTIAL TESTING AS INDICATED UNDER "TESTING" FOR ALL SURFACES WITHIN THE AREA OF WORK FOR EACH PATIENT CARE SPACE. 16. ALL NEW INSTALLATION SHALL COMPLY WITH NEC 210.4(B). PROVIDE A DEDICATED NEUTRAL WIRE FOR EACH PHASE OF POWER IN THE PROJECT. 17. VOLTAGE DROP FOR FEEDER AND BRANCH CIRCUIT CONDUCTORS COMPLY WITH VOLTAGE DROP REQUIREMENTS AS INDICATED IN FLORIDA BUILDING CODE (FBC) CHAPTER -SECTION 13-413. EQUIPMENT COORDINATION 1. VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. REFER TO EQUIPMENT MANUAUCUT SHEETSNENDOR DRAWINGS, ETC. FOR ALL INSTALLATION REQUIREMENTS. THE INTENT IS FOR THE CONTRACTOR TO PROVIDE ANY AND ALL WORK REQUIRED FOR COORDINATION BASED ON THE AVAILABLE DOCUMENATION. 2. ALL WORK SHOWN IS BASED ON INFORMATION INDICATED BY THE EQUIPMENT VENDOR(S) AT THE TIME OF DESIGN ALL WORK SHALL BE COORDINATED WITH APPLICABLE VENDOR'S DOCUMENTATION. PROVIDE ALL PARTS, MATERIAL, LABOR, ETC. AS REQUIRED FROM THE VENDOR'S DOCUMENT(S) WHETHER INDICATED ON THESE DRAWINGS OR NOT FOR A COMPLETE AND OPERATIONAL SYSTEM(S). 3. COORDINATE PARTY(S) RESONSIBLE FOR ACQUIRING/INSTALLING EQUIPMENT WITH EQUIPMENT BOOK'S AND/OR DRAWINGS. 4. THE EQUIPMENT MAY INCLUDE BUT SHALL NOT BE LIMITED TOO FIXED EQUIPMENT AND COMPONENTS WHICH REQUIRES A ELECTRICAL CONNECTION. THESE MAY INCLUDE RADIOLOGY, KITCHEN, ELEVATORS, SECURITY, PNEUMATIC TUBE, ETC. 5. CONTRACTOR SHALL REFER TO THE VENDOR'S DOCUMENATION FOR ALL REQUIRED ELECTRICAL WORK FOR THE EQUIPMENT, THE VENDOR INFORMATION IN CONJUCTION WITH THESE DOCUMENTS SHALL BE THE BASIS OF BID. IF REQUIRED VENDOR'S INSTALLATION DOCUMENTS ARE NOT ABLE AT THE TIME OF THE BID, ALLOWANCES FOR SUCH SYSTEMS SHALL BE INCLUDED IN THE BID. IF REQUIRED REVISED ELECTRICAL DRAWINGS WILL BE ISSUED UPON RECEIVING THE APPROPRIATE INFORMATION FROM THE VENDOR ILLUSTRATING THE POWER CONNECTION REQUIREMENT(S) OF THE EQUIPMENT. 6. ALL IDENTIFICATIONS IN THE VENDOR DRAWINGS OF "CUSTOMER/CONTRACTOR" SHALL BE THE RESPONSIBILITY OF THE OF THE "CONTRACTOR". 7. IT IS THE INTENTION OF THE VENDOR'S EQUIPMENT THAT ALL WORK (LABOR, MATERIALS, ETC.) REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM SHALL BE PROVIDED. 8. THESE PLANS ARE INTENDED TO GIVE THE CONTRACTOR A GENERAL KNOWLEDGE OF THE WORK ASSOCIATED WITH THE INSTALLATION OF THE VENDORS EQUIPMENT IN THE SELECTED ROOMS. IT IS NOT INTENDED TO INDICATE ALL CONNECTIONS, J-BOXES, ETC, OR EXACT DIMENSIONS OR LOCATIONS OF EQUIPMENT. 9. ALL EQUIPMENT SHALL BE INSTALLED PER THE OWNER APPROVED MANUFACTURER'S INSTALLATION DRAWINGS /SHOP DRAWINGS. INSTALLATION SHALL BE COORDINATED IN FIELD WITH THE MANUFACTURER OF THE EQUIPMENT. PROVIDE ELECTRICAL CONNECTION(S) AS REQUIRED. 10. EQUIPMENT MANUFACTURER MAY SUPPLY FIXED LENGTH CABLES, WHEREBY ALL MEASUREMENTS SHALL BE DETERMINED FROM ELECTRICAL TROUGH RUNS INDICATED ON VENDOR DRAWINGS. ANY CHANGES TO EQUIPMENT PLACEMENT OR TROUGH ROUTINGS AT JOB SITE WILL CAUSE THE DELIVERY OF INACCURATE AND ERRONEOUS CABLE LENGTHS. THIS MAY RESULT IN ADDITIONAL COST FOR REPLACEMENT CABLES AND DELAY EQUIPMENT INSTALLATION. 11. COORDINATE PLACEMENT OF ALL EQUIPMENT WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. THE FOLLOWING MUST BE PERFORMED/PROVIDED AS REQUIRED: A. REDUNDANT GROUNDING FOR THE PATIENT CARE AREA VIA THE RACEWAY SYSTEM. THE EQUIPMENT MUST BE FASTENED TO THE RACEWAY SYSTEM OR BE BONDED TO THE RACEWAY SYSTEM BY THE USE OF FLEXIBLE METAL CONDUIT OR BONDING STRAPS. B. SEPARATE RACEWAYS OR CONTINUOUS BARRIERS FOR THE SEPARATION OF INTERCONNECTING CABLES PER VOLTAGE RATING AND CLASS. POWER AND CLASS 1 CIRCUIT WIRING SHALL BE ROUTED TOTALLY SEPARATE FROM CLASS 2 AND 3 CIRCUIT WIRING. PROVIDE A CHART AND/OR WIRING DIAGRAM WITH MARKED CABLES TO FACILITATE VERIFICATION OF THIS REQUIREMENT. THIS CHART MUST BE DEVELOPED BY THE EQUIPMENT MANUFACTURER'S ENGINEERING DEPARTMENT. 12. COORDINATE FINAL LOCATIONS OF ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTION THAT WILL BE PROVIDED BY OTHER DIVISIONS/PARTIES IN THE FIELD WITH THAT DIVISION/PARTY. FIELD LOCATIONS SHALL DICTATE. NURSE CALL SYSTEM CONDUIT AND WIRING PHASE C BLUE PHASE C YELLOW NEUTRAL WHITE NEUTRAL LIGHT FIXTURE SCHEDULE GRAY EQUIP GROUND GREEN EQUIP GROUND GREEN TS SPRINKLER TAMPER SWITCH CONNECTION FS SPRINKLER WATERFLOW SWITCH CONNECTION FP FIREALARM SYSTEM PRINTER AM ZONE ADDRESSABLE MODULE ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE H CONNECTION TO CLOSURE/ HOLDER ELECTROMAGNETIC DOOR HOLD OPEN DEVICE H CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR O CEILING HEAT DETECTOR 135' F UNLESS OTHERWISE INDICATED. 00 CARBON MONOXIDE DETECTOR FACP r� FIRE ALARM CONTROL PANEL FAPS r� FIRE ALARM POWER SUPPLY / NAC BOOSTER PANEL FAAP FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED F -.., FIRE ALARM SYSTEM CONDUIT AND WIRING -OE FIREMAN'S ELEVATOR WARNING LIGHT EL._ FIRE / SMOKE DAMPER TYPE DESCRIPTION MANUFACTURER AND CATALOG NO. VOLTAGE LAMPS REMARKS COLOR CODING OF ESSENTIAL CIRCUITS :ALL BOXES AND ENCLOSURES SHALL BE A2 2'x4', LED, 80CRI, 3500K, 4300 LUMEN LIGHT SOURCE, DIMMABLE, DIRECT/INDIRECT TROFFER, LITHONIA #2ALL440LEZ1LP835 MVOLT LED MARKED SO AS TO BE READILY IDENTIFIED AS PART OF THE ESSENTIAL SYSTEM. CONDUIT AND BOXES, INCLUDING BACK BOXES. PANELS, ETC. SHALL BE SPOT PAINTED. CONDUITS SHALL BE IDENTIFIED TO WITHIN 6" OF THE BOX OR ENCLOSURE. ALL OTHER COLOR CODES SHALL MATCH EXISTING COLOR CODING, PERFORATED LAMP SHIELD, WHITE REFLECTOR NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT, 77 2X43LAMP,RECEED SSSTATICTROFFER-TAMPERRESISTANTFLATPANEL DAYBRITE#2-DP-F-3-32-TFS-56-277 OR APPROVED EQUAL 277V DIRECTANDIRECT TROFFER, PERFORATED LAMP SHIELD, WHITE OR APPROVED EQUAL REFLECTOR C TX4', RECESSED, LENSED, LED ASYMMETRICAL, 222 LUMEN OUTPUT PER FOOT PINNACLE LIGHTING #EVL354G1 UNV1 CW OR EQUAL MVOLT D1 4" ROUND, RECESSED, LED DOWNLIGHT CLEAR ALZACK REFLECTOR, SELF -TRIMMING ELITE LIGHTING #HH4-LED-1500L-DIM10-277-WD-35K-85HH4-4501-CL-SCH OR MVOLT FLANGE, 1300 LUMEN, 3500K, 80CRI EQUAL D1F 4" ROUND, RECESSED, LED DOWNLIGHT CLEAR ALZACK REFLECTOR, SELF -TRIMMING ELITE LIGHTING #HH4-LED-1500L-DIM10-277-WD-35K-85HH4-4501-CL-SCH OR MVOLT FLANGE, 1300 LUMEN, 3500K, 80CRI EQUAL OR APPROVED EQUAL D1S 4" ROUND, RECESSED, LED DOWNLIGHT CLEAR ALZACK REFLECTOR, SELF -TRIMMING ELITE LIGHTING #HH4-LED-1500L-DIM10-277-WD-35K-85HH4-4501-CL-SCH OR MVOLT FLANGE, 1300 LUMEN, UL LISTED WET LOCATION EQUAL D2 4" ROUND, RECESSED, LED DOWNLIGHT CLEAR ALZACK REFLECTOR, SELF -TRIMMING ELITE LIGHTING #HH4-LED-2000L-DIM10-277-WD-35K-85HH4-4501-CL-SCH OR FLANGE, 1300 LUMEN, 3500K, 80CRI EQUAL D2W 4" ROUND, RECESSED WALLWASH, 20W LED, SOLID STATE INTENSE#RP4-2000-358-LUT1 -27-11 00/IC435-C-SF DOWNLIGHT, CLEAR ALZAK REFLECTOR FINISH, 3500 K, OR APPROVED EQUAL 700 LUMEN LIGHT SOURCE NEW CONSTRUCTION D7 TAMPER RESISTANT DOWNLIGHT INFINITY #PHRL75-1-260-TP-EB1-UNV UNV SHOWN ON DRAWINGS, UNIVERSAL WALL OR CEILING MOUNT J2 4', 2 LAMP FLUORESCENT STRIP FIXTURE WITH METAL WIRE GUARD LITHONIA #Z228T5MVOLTGEB10PSWGZ46 OR EQUAL MVOLT K 2'x4', LED, SECURE FIXTURE, 3 COMPARTMENT OVERBED LIGHT, (AMBIENT, READING, EXAM), KENALL MPC24-G(OR F)-1/2/3-25L/45L/90L/35K-277-1-LVC-MOD9VOLTAGE MVOLT INEGRAL SEQUENTIAL SWITCH/LOW VOLTAGE RELAY FOR CONTROL OF READING/AMBIENT BARRIER N-2655) OR EQUAL COMPONENTS VIA PILLOW SPEAKER/BED SIDECOM. EXAM TO BE SWITCHED INDIVIDUALLY, OR APPROVED EQUAL DIMMING OF EXAM WITH ADVANCE MARK 7 0.10V. COORDINATE WALL DIMMER. LR WHITE LED ROPE LIGHT. LIGHTING SYSTEM TO INCLUDE FIXTURE, FIXTURE POWER SUPPLY, CELESTIAL LIGHTING #SER-GX-W40-F-XX WALL CONTROLLER, WALL CONTROLLER POWER SUPPLY, AND ALL REQUIRED OR APPROVED EQUAL ACCESSORIES FOR INDIVIDUAL LIGHTING ZONES AS INDICATED ON THE LIGHTING PLANS NL 3"XT LOW WALL RECESSED NIGHT LIGHT, LED ALKCO #WG1V-1-120-AL 120V P8 8'x4", INDIRECT/DIRECT PENDANT FIXTURE WITH ACRYLIC LENS AXIS LTG #BBDILED-B3-640-320-35K-SO-8'-W-UNV-D1-CT9 OR APPROVED EQUAL U UTILITY LIGHT WITH METAL GUARD, GLASS GLOBE, ALL ALUMINUM HOUSING, UL LISTED FOR RIG-A-LITE #VP-WB-1-42-F-DT WET LOCATIONS F28T5 PROVIDE FIXTURE WITH UL LISTED CLASS 2 LOW VOLTAGE CONTROLLER FO INTERFACE WITH THE NURSE CALL PILLOW SPEAKER OR BED SIDECOM, DESIGN SELECTION: CURBELL #LC-040. PROVIDE FIXTURE WITH DIMMING BALLAST FOR EXAM PORTION ONLY. LED LED SELF -TRIMMING FLANG LED SELF -TRIMMING FLANG LED SELF -TRIMMING FLANG LED SELF -TRIMMING FLANG LED SELF -TRIMMING FLANGE (2) F28T5 LED PROVIDE FIXTURE WITH UL LISTED (CLASS 2) LOW VOLTAGE CONTROLLER FO INTERFACE WITH THE NURSE CALL PILLOW SPEAKER OR BED SIDECOM. DESIGN SELECTION: CURBELL #LC-040, PROVIDE FIXTURE WITH DIMMING BALLAST FOR EXAM PORTION ONLY, LED NON-FERROUS FOR MRI APPLICATIONS LED LED (1) 70W MH ELECTRICAL DRAWING INDEX SHEET DESCRIPTION ISSUED E001 GENERAL INFO, LEGENDS & SHEET INDEX- ELECTRICAL Yes E002 ELECTRICAL ONE -LINE DIAGRAM Yes E003 ELECTRICAL ONE -LINE DIAGRAM Yes E010 OVERALL PHASING PLAN - LEVEL 1 Yes E020 OVERALL PHASING PLAN - LEVEL 2 Yes E110 OVERALL ELECTRICAL PLAN - LEVEL 1 Yes E111 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes El 12 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 2 Yes E120 OVERALL ELECTRICAL PLAN - LEVEL 2 Yes E121 ELECTRICAL DEMOLITION PLAN - LEVEL 2 -AREA 1 Yes E122 ELECTRICAL DEMOLITION PLAN - LEVEL 2 - AREA 2 Yes E211 POWER PLAN - LEVEL 1 - PHASE 1 Yes E212 POWER PLAN - LEVEL 1- PHASE 2 Yes E221 POWER PLAN - LEVEL 2 - AREA 1 Yes E222 POWER PLAN - LEVEL 2 - AREA 2 Yes E231 ELECTRICAL PLAN - LEVEL 3 - AREA 1 Yes E232 ELECTRICAL PLAN - LEVEL 3 - AREA 2 Yes E311 LIGHTING PLAN - LEVEL 1 - PHASE 1 Yes E312 LIGHTING PLAN - LEVEL 1 - PHASE 2 Yes E321 LIGHTING PLAN - LEVEL 2 -AREA 1 Yes E322 LIGHTING PLAN - LEVEL 2 - AREA 2 Yes E411 FIRE ALARM PLAN - LEVEL 1 - PHASE 1 Yes E412 FIRE ALARM PLAN - LEVEL 1- PHASE 2 Yes E421 FIRE ALARM PLAN - LEVEL 2 - AREA 1 Yes E422 FIRE ALARM PLAN - LEVEL 2 - AREA 2 Yes E511 NURSE CALL PLAN - LEVEL 1 - PHASE 1 Yes E512 NURSE CALL PLAN - LEVEL 1 - PHASE 2 Yes E522 NURSE CALL PLAN - LEVEL 2 - AREA 2 Yes E601 ELECTRICAL DETAILS Yes E602 ELECTRICAL RISERS Yes E701 ENLARGED TYPICAL ROOMS Yes E702 ENLARGED COMMUNICATION & ELECTRICAL ROOMS Yes E703 ENLARGED CEP PLAN Yes E800 PANEL SCHEDULE MAIN DISTRIBUTION Yes E801 PANEL SCHEDULE NORMAL BRANCH Yes E802 PANEL SCHEDULE NORMAL BRANCH Yes E803 PANEL SCHEDULE NORMAL BRANCH Yes E804 PANEL SCHEDULE CRITICAL BRANCH Yes E805 PANEL SCHEDULE CRITICAL BRANCH Yes E806 PANEL SCHEDULE LIFE SAFETY BRANCH Yes E807 IPANEL SCHEDULE EQUIPMENT BRANCH Yes E808 I PANEL SCHEDULE EQUIPMENT BRANCH Yes LIGHTING FIXTURE SCHEDULE GENERAL NOTES 1. ALL FLUORESCENT FIXTURES SHALL USE T8 LAMPS AND ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 2. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 3. ALL FLUORESCENT LAMPS SHALL HAVE A MINIMUM 85CRI AND COLOR TEMPERATURE OF 3500°K. 4. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. 5. COORDINATE TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 6. FIXTURES IN AREAS WITHOUT CEILINGS, OR IN MECHANICAL AND ELECTRICAL ROOMS SHALL BE MOUNTED WITH 1i" X 1i" KINDORF CHANNEL SUPPORT SUSPENDED FROM STRUCTURE WITH THREAD RODS. FIXTURES SHALL BE MOUNTED 1 U-0" A.F.F. 7. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A LENS THICKNESS OF .125 INCHES MINIMUM. 8. LAMPING CONFIGURATIONS ARE FOR THE DESIGN BASIS. ALTERNATE LAMPING CONFIGURATIONS ARE ACCEPTABLE, SUBJECT TO APPROVAL. 9, IF THERE IS A DISCREPANCY BETWEEN A FIXTURE DESCRIPTION AND GENERAL NOTES, AND THE CATALOG NUMBER LISTED, THE FIXTURE DESCRIPTION & GENERAL NOTES SHALL DICTATE. 93 255 S, Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 EIR ARCRITECTI RE www,tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 44 V �F ••.9 S PE 66504 ' 3' z *0 • gr 0 STATE OF •: .. ON A L Eio% Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hu nton wm*1 A R C H I T E C T DATE SUBMISSION NO. 04.15,16 CONSTRUCTION POCUMENTS 0894.16 CCD NO. 1 2 GENERAL INFO, LEGENDS & SHEET INDEX - ELECTRICAL PROJ. NO. H-15021.00 SHEET DRAWN MHA E001 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody 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 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M (�1 ■ L ■ K ■ J I� ■ H ■ G ■ F ■ E ■ D O N c� 0 m E ■ U w J W 0 c w C 0 w N s 0LO ■ LO 0 �B U O J (O O N = CU �e a � M c iri A L Q M a m N M O co C O U rn a 0 EXISTING 750KW GENERATOR 1200�� EXISTING SERVICE 11 SETS OF (4) 500KCMIL, SS C 3 4 SETS OF (4) 500KCMIL, CMIL GND (AL) MSB GDP 31112 C (65,000AIC) 277/48OV, 3-PHASE, 4W (65,000AIC (6,661 SCA 277/48OV, 3-PHASE, 4W (59,738 SCA) I "NW" 4000 AMPS 1200 AMPS 4000 ST 30 NW�LSIG ill J 221200 300 800 800 250 800 600 300 800 800 250 800 600 IGG (4)#4/0 4 SETS OF (4) 500KCMIL., 3 SETS OF 3 SETS OF (4) 500KCMIL., 3 SETS OF 2 SETS OF (4) 500KCMIL., 3 SETS OF 3 SETS OF (4) 500KCMIL., 3 SETS OF 2 SETS OF (1)#4 GND (4) 400KCMIL, (1)#2 GND (3) 350KCMIL, (3) 350KCMIL, (1)#2 GND (3) 350KCMIL, (4) 350KCMIL, (1)#2 GND (3) 350KCMIL, (3) 350KCMIL, (1)#2 GND (3) 350KCMIL, (4) 350KCMIL, 21/2" C. (1) 4/0 GND. 3" C. (1)#2/0 GND (1)#210 GND 3" C. (1)#2/0 GND (1)#1/0 GND 3" C. (1)#2/0 GND (1)#2/0 GND 3" C. (1)#2/0 GND (1)#1/0 GND 3" C 3" C. 3" C, 3" C. 3" C. 3" C. 3" C. 3" C. 3" C. 2NHA (3) #4, (65,000 AIC) (1)#8GND. (34,475 SCA) 1 1W C. T-2NLA 45KVA 48OV- 120/208V #4 (4) #2/0, (1)#4 GND. 2" C. 50 f84 2NLA 1 (10,000 AIC) (3,390 SCA) 1HNDP (65,000 AIC) 277/48OV, 3-PHASE, 4W (38,572 SCA) 1200 AMPS 70 350 125 125 125 125 (4) 500KCMIL., - (1)#2 GND 3" C. 1 HLSDP (35,000 AIC) 277148OV, 3-PHASE, 4W (18,627 SCA) 400 AMPS 20o b 200 � ONE -LINE DIAGRAM GENERAL NOTES: 1. BREAKER TYPES INDICATED NEXT TO EACH BREAKER ARE BASED UPON SQUARE D ELECTRICAL EQUIPMENT. ONE -LINE DIAGRAM NOTES: O PANELBOARD AFFECTED BY SCOPE OF WORK. O2 PANEL TO BE DEMOLISHED. REMAINING CIRCUITS AFTER SCOPE OF DEMOLITION TO BE RECIRCUITED TO NEW PANEL 1 NLB. CONTRACTOR IS TO FIELD VERIFY REMAINING CIRCUITS. O3 PANEL TO BE DEMOLISHED. REMAINING CIRCUITS AFTER SCOPE OF DEMOLITION TO BE RECIRCUITED TO NEW PANEL 1CLB. CONTRACTOR IS TO FIELD VERIFY REMAINING CIRCUITS. O4 COORDINATE BREAKER AND WIRE SIZE WITH FINAL ELEVATOR SHOP DRAWINGS BEFORE RELEASE. EQB E003 ATS-LE ATS-CB ATS-EQ ATS-EAB ATS-ECB ATS-EQB ECB 400A,4POLE 0 800A,4POLE 800A,3POLE 250A,4POLE 800A,4POLE 600A,3POLE E003 65KAIC 65KAIC 65KAIC 65KAIC 65KAIC 65KAIC 480V,3P 480V,3P 480V,3P 48OV,3P 480V,3P 480V,3P El 11 El (27766 SCA) (28779 SCA) (28779 SCA) (27766 SCA) (28779 SCA) (28779 SCA) EAB 3 SETS OF 3 SETS OF E003 (3) 350KCMIL, (3) 350KCMIL, (1)#2/0 GND (1)#2/0 GND 3" C. 3" C. 1HCBDP 1HEQDP 1 (65,000 AIC) 277148OV, 3-PHASE, 4W (65,000 AIC) 277148OV, 3-PHASE, 4W (33,186 SCA) 800 AMPS (33,186 SCA) 800 AMPS 175 (3) #2/0, (3) #2 - -� 2 SETS OF (4) #2, (4) (4) 3HLS (3) #2/0, (1) #6 GND. (1) #6 GND. (3) #4/0, (1)# 6 GND. (1)#3 GND. (1)#3 GND. 2" C. 1 1/4" C. (1) #2 GND. 1 114" C. 1/2" C. 1/2" C. 2" C. 2" C. T-1 NLDP T1A 21/2" C. T-1 NLDP 11 112.5KVA� 45KVA 225KVA 45 48OV- I , 48OV 480V- 120/208V 120/208V 1201208V #110 3 SETS OFL-#110 O O a 1O 0 O (4) 500KCMIL, (4) #1/0, -� (4) 300KCMIL, - (4) 500KCMI , (1)#1/OGND. (1)#6GND, (1)#110GND. 1AHP 1BHP 1CHP 213HP 1HLS 2HLS (1)#110GND. 41' C. 2�' C. I 2 1/2" C. (65,000 AIC) (65,000 AIC) (65,000 AIC) (65,000 AIC) (35,000 AIC) (35,000 AIC) 4" C. 1 NLDP 2H NDP (26,797 SCA) (26,797 SCA) (26,797 SCA) (3) #6 (26,797 SCA) (1#10 GND. (11,698 SCA) (11,698 SCA) 1 CLDP (25,000 AIC) 1201208V, 3-PHASE, 4W I (35,000 AIC) 277/48OV, 3-PHASE, 4W 1" C. 120/208V, 3-PHASE, 4W (5,959 SCA) 400 AMPS 150 (5,959 SCA) 400 AMPS T1 G 400 AMPS 400 ,LD�� I I 800 75KVA F(2A 'LC 400 SI 4$OV- I OJ 120/208V D" 125_ D" D" 125_125 1ALP i i i i i _ #4 D" 125_ 125 (4)#4/0 4)#410 4)#4/0 (1)#4 GND r,2� 1)#4 GND r,2( 1)#4 GND 21/2" C. 1/2" C. 1/2" C. 84 084 � 84 1NLA 1NLB 1NLC (10,000AIC) (10,000AIC) (10,000AIC) (5,089 SCA) (5,089 SCA) (5,089 SCA) EXAM RMS PH.1 EXAM RMS PH. 2 (4) #2, (1)#6 GND. CLDL2BLP 2P 2P 2FLP 1 1/4" C. O 2ALP (22,000 AIC) (5,089 SCA) (4) #2, (1)#8 GND. 1 1/2" C. 100 1LLS (10,000 AIC) (3121 SCA) 70 ) 70 ) 125 (3) #2 -� (3) #2 -� (4) #1, (1) #6 GND. (1) #6 GND. (1)#4 GND. C. 1 1l4" C. 1l2" C. T-1 CLDP T1 F -711 T1 I 112.5KVA U-LU 30 KVA I -UJ 30 KVA 480V- I J 480V- I J 48OV- 120/208V 120/208V 120/208V #1/0 1--#6_ #6 O (1) #6 GND, I (1) #6 GND. I 1 HCB 2" C 2" C. (65,000 AIC) (25,041 SCA) 150 tI 150 ICI ICI 1ALCB 1CLCB (1)#4 GND I (1)#4 GND ' (1)#4 GND 21 /2" C, 21 /2" C. 21 /2" C. 84 084 •84 1CLA 1CLB 1CLC (10,000AIC) (10,000AIC) (10,OOOAIC) (5,036 SCA) (5,036 SCA) (5,036 SCA) EXAM RMS PH.1 EXAM RMS PH. 2 PARTIAL ELECTRICAL ONE -LINE DIAGRAM (WEST SERVICE 255 S. Orange Avenue Suite 1600 HJ 90 ST 225 � 225 � � Orlando, FL 32801 [a Phone: 407-841-9050 SI E N 6 I N E E N 1 N 6 Fax: 407-540-0234 ERR.RC11TECTRRE www.tic-engineers.com 1 ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 (3) #1, (4) #410, (4) #410, SEAL Christopher V. O'Hara, P. E. (1)#6 GND. (1)#4 GND. (1)#1 GND. Florida License #66504 2" C. 21 /2" C. 21 /2" C. 70 70 ��HER p....... .y (D O (D: V�• PE 6654 1HEQ 2HEQ 3HEQ :wz STA7 E Of (3) #4, (1)#8GND. (65,000 AIC) (16,076 SCA) (3) #4, (1)#8GND. (65,000 AIC) {21,455 SCA) (65,000 AIC) (21,641 SCA) •. ,��0'� ••A- R � F •.0. •• � ` /� l✓� 1 1A" C. 1 1/4" C. �is`S#ON ALA; T1 D T2C Florida Hospital LJJJ 45KVA L U)J I 45KVA 48OV- 480V- 120/208V 1201208V y#1 - #4 - #4 Zephyrhills QELE . (35,000AIC) (4) #2/0, (1)#4GND. (4) #2, (1)#8GND. ED EXPANSION & ORTHO (16,076 SCA) 2" C 1 1/2" C. RENOVATION 150 150 O O 1 LEQ (10,000AIC) 2LEQ (10,000AIC)Hunton a (3,220 SCA) (3,302 SCA) A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05,10J6 ADDENDUM NO.1 1 08.04.16 CCD NO. 1 2 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ELECTRICAL ONE -LINE DIAGRAM PROJ. NO. H-15021.00 SHEET DRAWN MHA E002=mmmmmmj ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 tI.VI n AI .. I III I . II r I I II I III I I I :_f � . _ , , _ I I tImtllAWN FIli lq®IIN IAtA iI f1ANf N -U I!- I r 11 1, 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ f P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E •` D a c� c 0 m E i 1 U W _I W O c (D C 0 w CL N 00 ■ a) u� T_ Cc0 B U O J (O O N N �P U LO 'c LO A L LO M M N b M oco rn a 0 1 OVERALL PHASING PLAN -1ST LEVEL 1 It = 201-011 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL PHASING NOTES 1 PHASING DRAWINGS MAY NOT BE REPRESENTATIVE OF ALL DEMOLITION WORK REQUIRED UNDER EACH PHASE, CONTRACTOR SHALL TRACE ALL EXISITNG UTILITIES LOCATED WITHIN THE AREA OF NEW WORK PRIOR, AND MAINTAIN EACH UTILITY AS REQUIRED, THROUGHOUT THE DURATION OF THE WORK. WHERE EXISTING UTILITIES PASS THRU THE CONSTRUCTION ZONE, THE CONTRACTOR SHALL PROVIDE IDENTIFICATION AND PROTECTION FOR EACH UTILITY, WHERE EXISTING UTILITIES ARE NO LONGER IN USE, THEY SHALL BE DEMOLISHED, ALL DEMOLITIONED MATERIALS SHALL BE TURNED OVER TO THE OWNER OR PROPERLY DISPOSED OF, AT THE DISCRETION OF THE OWNER. 2 THIS PLAN IS INTENDED TO REPRESENT AN OVERALL PHASING PLAN ONLY. REFER TO DISCIPLINE SPECIFIC DRAWINGS FOR PHASING REQUIREMENTS OF EACH DISCIPLINE COORDINATE ALL PHASING WORK WITH OTHER TRADES. [I 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E NGINEERIN G Fax: 407-540-0234 F CRBRCMITECTIRE Www.tic-engineers.com ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL Christopher V. O'Hara, P. E. Florida License #66504 PKERfi 0. .. 504 S U: PE 66 -:* • •- k : it • aC i :-4': STATE o ','�•S,S� ON Florida Hospitalzi Zephyrhills ED EXPANSION & ORTHO RENOVATION H u nt 0-- n MCI A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO. 1 2 OVERALL PHASING PLAN - LEVEL 1 PROJ. NO. H-15021.00 SHEET DRAWN M14A E010 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved.. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-17091Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ -_.._-_.L` I 6 ■ 7 _ 1. _ __ __ _ I I I 1 L I I I 1 ! - 11 P 1 11.I! •II '� 1' I I I'FL! I I I �" I I ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E 0 D m 0 0 CU ECD of U w J W O c a� of C 0 w L a N _ ur c ■ It LO O B U O J O N i U 14 15 a. .. ry A ` N Q M CN co 00 rn a a I 1 1/8"=11-01t F F D, D A C �, 1 k 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL POWER PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS AND CASEWORK DRAWINGS FOR FINAL MOUNTING HEIGHTS AND INSTALLATION REQUIREMENTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. REFER TO EQUIPMENT MANUAL FOR ALL INSTALLATION REQUIREMENTS. 3 COORDINATE INSTALLATION OF ELECTRICAL CONNECTIONS WITH O.F.C.I. MEDICAL COLUMN PRIOR TO BEGINNING ROUGH -IN OF AREA, 4 CONTRACTOR SHALL REFER TO FIRE ALARM AND MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE SMOKE DAMPERS. FIRE SMOKE DAMPERS SHALL BE POWERED AT 120V DERIVED FROM THE POWER SUPPLY FOR EACH AHU IN ACCORDANCE WITH THE ELECTRICAL DETAILS, PROVIDE LOCAL DISCONNECTING MEANS (I.E. TOGGLE SWITCH) AT EACH FIRE SMOKE DAMPER LABELED WITH THE AHU SERVING THE DAMPER. POWER PLAN NOTES (CODED NOTES) 1 PROVIDE 120V,10 LIFE SAFETY BRANCH CONNECTION TO MEDICAL GAS ALARM PANELS. VERIFY EXACT LOCATION IN FIELD WITH DIVISION 22. PROVIDE WIRING AND CONDUIT FOR ALL ALARMS, PRESSURE VACUUM SWITCHES, ETC., AS REQUIRED BY DIVISION 23. 2 CONNECT ELECTRICAL BRANCH CIRCUIT TO ELEVATOR MACHINE ROOM RECEPTACLE. LIGHTING SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE GFCI RECEPTACLE PER NFPA 70-620-23. REFER TO POWER SHEET FOR CONTINUATION OF BRANCH CIRCUIT AND RECEPTACLE LOCATION. 3 PROVIDE 120V,10 CONNECTION TO FAN FILTERED DIFFUSERS. COORDINATE EXACT LOCATION AND ROUGH -IN REQUIREMENTS WITH MECHANICAL DRAWINGS AND MANUFACTURER PRIOR TO ROUGH -IN. 4 PROVIDE 480V, 30 CONNECTION TO NEW VFD FOR RF-ED1. COORDINATE EXACT LOCATION AND ROUGH -IN REQUIREMENTS WITH MECHANICAL DRAWINGS AND MANUFACTURER PRIOR TO ROUGH -IN. 5 PROVIDE 120V, 10 CONNECTION TO THE SINK SENSOR. COORDINATE EXACT LOCATION AND MANUFACTURER REQUIREMENTS WITH ARCHITECT AND DIVISION 22 PRIOR TO ROUGH -IN. 6 PROVIDE 120V,10 LIFE SAFETY BRANCH CONNECTION TO AUTOMATIC DOOR. PROVIDE ALL WIRING, CONDUIT AND NECESSARY CONNECTIONS TO DOOR HARDWARE. COORDINATE FINAL LOCATIONS OF DOOR PUSH BUTTONS WITH ARCHITECT AND DOOR INSTALLER PRIOR TO ROUGH -IN. PROVIDE BRANCH CIRCUIT WITH LOCAL DISCONNECTING MEANS, I.E. TOGGLE SWITCH, PRIOR TO CONNECTION TO DOOR HARDWARE. TOGGLE SWITCH IS TO BE LOCATED AT THE DOOR ASSEMBLY ABOVE THE NEAREST ACCESSIBLE CEILING. 7 PROVIDE 120V,10 CONNECTION TO MASTER MED GAS ALARM PANEL. THIS IS THE FINAL LOCATION OF THE PANEL. COORDINATE WITH ARCHITERCTURAL AND PLUMBING DRAWINGS FOR TEMPORARY LOCATION, RE -USE CIRCUIT FOR TEMPORARY AND NEW LOCATION, 8 PANELBOARDS LOCATED WITHIN NON -DEDICATED ELECTRICAL ROOMS SHALL HAVE A CLEARANCE RECTANGLE PER FBC SECTION #449.3.11.5 PERMANENTLY MARKED ON THE FLOOR WITH "ELECTRICAL ACCESS - NOT FOR STORAGE" STENCILED WITHIN. 1 9 PROVIDE 120V,10 LIFE SAFETY BRANCH CONNECTION TO PRESSURE MONITOR. VERIFY EXACT LOCATION IN FIELD WITH DIVISION 22. MAINTAIN PROPER SEPARATION OF ALL CLASS I AND CLASS II WIRING PER INSTALLATION REQUIREMENTS UNDER NATIONAL ELECTRICAL CODE SECTION #725. in255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FIR ARC117EC71RE www.tic-angineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 ``ostw m"ol l i �I O HER • • •. O jr Cj w #; PE 66504 :7 .. rV: ,♦ •* r • r T STArE OF : ,Z 0 OR t'D P .•\tad' U .' fS�O NA i Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION HuntonNUA, A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM N0.1 1 08.04.16 CCD NO. 1 2 POWER PLAN RR LEVEL 1 RR PHASE 1 PROJ. NO. H-1502190 SHEET DRAWN MHA R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F I ■ E D ■ C ■ B ■ A ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 I I ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R rr ■ 4 P ■ O ■ N ■ M ■ L ■ K ■ J j ■ H ■ G ■ F ■ E 0 s c>s c 0 c� E �I NT�/ ■ lJ� U W J Lu 0 c a� C 0 w a N IL 0 It LO 0 5 B 0 J O N > IL' ■ - U a) co ._ M A G �— ` N Q co o ,= M o 00 U rn c a 0 ,, 1 1 /8" =1'-0" POWER PLAN -1ST LEVEL - PHASE 2 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL POWER PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS AND CASEWORK DRAWINGS FOR FINAL MOUNTING HEIGHTS AND INSTALLATION REQUIREMENTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. REFER TO EQUIPMENT MANUAL FOR ALL INSTALLATION REQUIREMENTS. 3 COORDINATE INSTALLATION OF ELECTRICAL CONNECTIONS WITH O.F.C.I. MEDICAL COLUMN PRIOR TO BEGINNING ROUGH -IN OF AREA. 4 CONTRACTOR SHALL REFER TO FIRE ALARM AND MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE SMOKE DAMPERS. FIRE SMOKE DAMPERS SHALL BE POWERED AT 120V DERIVED FROM THE POWER SUPPLY FOR EACH AHU IN ACCORDANCE WITH THE ELECTRICAL DETAILS, PROVIDE LOCAL DISCONNECTING MEANS (I.E. TOGGLE SWITCH) AT EACH FIRE SMOKE DAMPER LABELED WITH THE AHU SERVING THE DAMPER. POWER PLAN NOTES (CODED NOTES) 1 PROVIDE NEW CIRCUITS TO EXISTING EXAM ROOM LOADS. PROVIDE NEW RECEPTACLES AS INDICATED ON ENLARGED PLAN. 2 PROVIDE 120V,10 LIFE SAFETY BRANCH CONNECTION TO MEDICAL GAS ALARM PANELS. VERIFY EXACT LOCATION IN FIELD WITH DIVISION 22. PROVIDE WIRING AND CONDUIT FORALL ALARMS, PRESSURE VACUUM SWITCHES, ETC., AS REQUIRED BY DIVISION 23. 3 PANELBOARDS LOCATED WITHIN NON -DEDICATED ELECTRICAL ROOMS SHALL HAVE A CLEARANCE RECTANGLE PER FBC SECTION #449.3.11.5 PERMANENTLY MARKED ON THE FLOOR WITH "ELECTRICAL ACCESS - NOT FOR STORAGE" STENCILED WITHIN. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N G I N E E R I N G Fax: 407-540-0234 E RR A.."ORE Gyr,w.tic-engineers.com @Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 %%,a 4pHER PE 66504 STATE OF l4/ Florida Hospital Zeephyhills ED EXPANSION & ORTHO RENOVATION Hunton Brady 4.15.16 CONSTRUCTION DOCUMENTS 5.10.16 ADDENDUM N0.1 I 8.04.16 CCD NO. I POWER PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-16021.00 SHEET DRAWN MHA E2112 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody 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 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ E P ■ O ■ N ■ M 0 ■ L ■ K ■ J E ■ H ■ G ■ F ■ E E 0 D O N N E i m ■ tY U w J W 0 C N C 0 w n. a� N W 00 ■ M It u� to to a� 0 2 m B U O J O O N E N lZ' ■ � � U 0 N - d U O A ` N M CD M N C m o C U a 0 r*1 2LC1 01 1 4 ................ 1 POWER PLAN - 2ND LEVEL - AREA 2 1/81 1 = 11-00 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL POWER PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS AND CASEWORK DRAWINGS FOR FINAL MOUNTING HEIGHTS AND INSTALLATION REQUIREMENTS OF ALL DEVICES, UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. REFER TO EQUIPMENT MANUAL FOR ALL INSTALLATION REQUIREMENTS. 3 COORDINATE INSTALLATION OF ELECTRICAL CONNECTIONS WITH O.F.C.I. MEDICAL COLUMN PRIOR TO BEGINNING ROUGH -IN OF AREA. 4 CONTRACTOR SHALL REFER TO FIRE ALARM AND MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE SMOKE DAMPERS. FIRE SMOKE DAMPERS SHALL BE POWERED AT 120V DERIVED FROM THE POWER SUPPLY FOR EACH AHU IN ACCOMMWMI011119MMMUOTMI-S. PROVIDE LOCAL DISCONNECTING MEANS (I.E. TOGGLE SWITCH) AT EACH FIRE SMOKE DAMPER LABELED WITH THE AHU 1 $ RS jWtAQPR SAFETY BRANCH CONNECTION TO MEDICAL GAS ALARM PANELS. VERIFY EXACT VACUUM SWITCHES, ETC., AS REQUIRED BY DIVISION 23. 2 PROVIDE MULTI -CIRCUIT WIREMOLD STRIP WITH DUPLEX RECEPTACLES MOUNTED EVERY 18". WIREMOLD SHALL BE EQUIPPED WITH SINGLE CHANNEL, ALTERNATE CIRCUITS BETWEEN RECEPTACLES WITH NO MORE THAN FIVE RECEPTACLES PER CIRCUIT. REFER TO SPECIFICATIONS FOR DESIGN SELECTION. MOUNTING HEIGHT PER ARCHITECTURAL DRAWINGS. QUANTITY OF RECEPTACLES IN WIREMOLD SHALL BE DETERMINED BY OVERALL LENGTH OF WIREMOLD DEPICTED AND NOT BY DEVICE COUNT WITHIN WIREMOLD. COORDINATE MOUNTING HEIGHT WITH WALL PROTECTION PRIOR TO ROUGH -IN. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FFR ERR OIi ECi ORE www.tic-engineers.com ©Copyr�N2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 +*�,1tHu a 1r1,, p,.HER p e. ENS 0: pE 66504 • :tu= �. STATE OF •, P l:es:lli�`A, Florida Hospital Zephyhills ED EXPANSION & ORTHO RENOVATION Hunton MCI A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO. 1 2 POWER PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN MHA E222 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Hunton6rady 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 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ 01 P ■ O ■ N ■ M ■ L ■ K ■ J 0 ■ H ■ G ■ F ■ 0 E D O (6 C 0 f0 E i CO ■ i U w J W O s= N C 0 w N It L 0 5 m B U 0 J 0 „�, N 0 N (Y ■ U N � �? o N A co o `— N m Q O M o U L rn a 0 r) 1 1/8"=1R-0CR 3 a ..__.,.. � _ _ .,> :. .:, .... .,... .. x� x ? , 'm' �� �. of �r�j i� .r.. < < s ■ LIGHTING PLAN -1ST L 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL LIGHTING PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 2 REFER TO ARCHITECTURAL CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES. 3 COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL DRAWINGS AND CASEWORK ELEVATION DRAWINGS. 4 SURFACE MOUNTED RACEWAY IS NOT PERMITTED FOR INTERCONNECTION BETWEEN MULTIPLE UNDERCALINET LIGHT FIXTURES. BACKFEED ALL FIXTURES. TYPICAL FOR ALL LOCATIONS. LIGHTING PLAN NOTES (CODED NOTES) 1 CONNECT SWITCH ADJACENT TO ELEVATOR SWITCH LADDER. 2 CONNECT ELECTRICAL BRANCH CIRCUIT TO ELEVATOR MACHINE ROOM RECEPTACLE. LIGHTING SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE GFCI RECEPTACLE PER NFPA 70-620-23, REFER TO POWER SHEET FOR CONTINUATION OF BRANCH CIRCUIT AND RECEPTACLE LOCATION. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FRRAR C R ITECTIRE ,tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P. E. Florida License #66504 *,�+'�IpPHER .� PE 66504 .. - STATE OF : jv Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION H u n t n so A R C H I T E C T DATE SUBMISSION NO. 04.15.16 05.1016 CONSTRUCTION DOCUMENTS ADDENDUM NO.1 1 06.04.16 CCD NO. 1 2 LIGHTING PLAN - LEVEL 1- PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA E31 1 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E 0 D N f6 C O f6 E (DI r ■ U W J W O C N ir C 0 w N 0 ■ It LO O 5 FU B U O J O N > u ■ 9 � U V � _ a U � T L N A � M CD n co 0. o. 0 GENERAL LIGHTING PLAN NOTES w,: `4 ;' s �4 % "�, : f m„�,. ha.-,>. ,.. r A � � Ia,14 j�� ,;.� �, 3'"� �' d ,cs� ,e�d „x<°`r�. „'�i t :, _° :) here 1 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES. UNLESS NOTE[ 13, OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. f 2 REFER TO ARCHITECTURAL CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES. 3 COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL DRAWINGS AND CASEWORK ELEVATION DRAWINGS. 4 SURFACE MOUNTED RACEWAY IS NOT PERMITTED FOR INTERCONNECTION BETWEEN MULTIPLE UNDERCALINET LIGHT FIXTURES. BACKFEED ALL FIXTURES, TYPICAL FOR ALL LOCATIONS, LIGHTING PLAN NOTES (CODED NOTES) 1 NEW DOWNLIGHT TO BE ADDED TO THIS EXAM ROOM ONLY. TO BE CONNECTED TO CIRCUIT FEEDING THIS ROOM. TO BE CONNECTED TO THE SAME SWITCH AS THE OTHER DOWNLIGHTS IN THIS EXAM ROOM. t ......... r...... .n ...... ._........ .: ... ........ { r..rs:.. ,t , a ... s 3 1 =1'-0" LIGHTING PLAN -1ST LEVEL - PHASE 2 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 E OR YRCIITECTIRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P. E. Florida License #66504 ,�'p OPNER 0. i • 0: PE 66604 4 y • • ap 7. • Z •Y • � i �9 STATE OF .0.• ON A Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Brady DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ,4DDENDUM NO.1 1 08.04.16 CCD NO. 1 2 LIGHTING PLAN OR LEVEL 1- PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN MH A ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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.hunfonbrady.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 ■ 0 M ■ L ■ K ■ J Xi ■ H ■ G ■ F ■ �l) E 0 D «s 0 Cn CU E �i U w J w 0 C N C 0 w CL N c 0 B U O J O N r U 9 0 N � N co N A M CD N n O M o co U rn a 0 1 1/8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ...... GENERAL FIRE ALARM PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. PROVIDE NEW BATTERY CALCULATIONS AND MODIFY BATTERIES AS REQUIRED TO MEET NFPA REQUIREMENTS. THE SYSTEM SHALL BE PROGRAMMED BY A FACTORY TRAINED TECHNICIAN ONLY AND THE SYSTEM SHALL BE TESTED AND CERTIFIED IN ACCORDANCE WITH NFPA 72 PRIOR TO FINAL INSPECTION. ALL WIRING SHALL BE RUN IN 3/4" CONDUIT LOOP SYSTEM THAT ORIGINATES AND TERMINATES IN THE FIRE ALARM CONTROL PANEL SPECIFIED FOR THE PROJECT AREA. MAINTAIN THE EXISTING DEDICATED CONDUIT LOOP FOR DATA WIRING TO CONNECT TO ALL NEW POWER SUPPLIES AND INITIATION TYPE DEVICES, LE PULL STATIONS, SMOKE DETECTORS, CONTROL RELAYS, ETC. MAINTAIN THE EXISTING SEPARATE CONDUIT LOOP CONNECTING ALL NEW VISUAL TYPE NOTIFICATION DEVICES TO THEIR ASSOCIATED NEW POWER SUPPLY AND/OR AMPLIFIER EQUIPMENT, INCLUDING STROBES AND VOICE EVACUATION SPEAKERS. ALL WIRING AND LOOP SYSTEMS SHALL BE CONSIDERED "CLASS A", STYLE 6 (INTITIATION) AND STYLE Z (NOTIFICATION). 2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT, 3 FIRE ALARM CONTRACTOR SHALL FULLY TEST ALL INITIATING DEVICES WITHIN THE SMOKE COMPARTMENT TO ENSURE THAT ALL DEVICES ARE CORRECTLY ANNUNCIATING THE CORRECT SMOKE COMPARTMENT IDENTIFICATION, AS SHOWN ON THE LIFE SAFETY PLAN. CONTRACTOR SHALL CORRECT ANY AND ALL DISCREPANCIES FOUND DURING SAID TESTING PROCEDURE. 4 REFER TO SYSTEM RISER DIAGRAMS AND DETAILS FOR ADDITIONAL INFORMATION. 5 ALL NEW/EXISTING FIRE ALARM DEVICES SHALL BE SYNCHRONIZED. X X FIRE ALARM PLAN NOTES (CODED NOTES) X 1 PROVIDE SMOKE DETECTOR WITHIN 5' OF HOLD OPEN DOOR ON BOTH SIDES. HOLD OPEN SHALL BE POWERED BY FIRE ALARM AND RELEASE UPON ACTIVATION OF ANY DEVICE WITHIN EITHER SMOKE COMPARTMENT. Xi 2 PROVIDE FIRE ALARM RELAY TO DE -ENERGIZE (SHUTDOWN) AUTOMATIC DOOR OPERATOR UPON X ACTIVATION OF THE FIRE ALARM SYSTEM. COORDINATE INSTALLATION IN FIELD WITH DOOR INSTALLER. X PROVIDE LOCAL SMOKE DETECTOR ON BOTH SIDES WITHIN F OF DOOR FOR DOOR RELEASE SERVICE, REGARDLESS IF SHOWN OR NOT. X 3 PROVIDE SMOKE DETECTOR WITHIN 5' OF THE FIRE ALARM CABINET, X 4 PROVIDE SMOKE DETECTOR FOR CONNECTION TO ELEVATOR PHASE 1 RECALL SYSTEM. SMOKE X DETECTOR SHALL BE LOCATED WITHIN 21 FEET OF THE CENTERLINE OF EACH ELEVATOR DOOR. ONE X SMOKE DETECTOR SHALL SERVE MULTIPLE ELEVATOR SHAFTS. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FOR OR RI "TORE ,ww,tle-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 t� y,�ppHER O, �,�� G»• PE 66504 ;s STATE OF I 4NA�E • Trft#!1491 0 Florida Hospital zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton �► . �► A R C H I T E C T DATE SUBMISSION NO. 54.15.16 G0N5TRUCTI0N DOCUMENTS M10.16 ADDENDUM NO.1 1 CCD N0. I 2 FIRE ALARM PLAN - LEVEL 1- PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA Emm4l 1 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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.hunfonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 IN 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ 'X J E 0 0 E i U w J w O C N C 0 w CL N 0 ■ 0 m B U O J 0 N ■ CU y N A a M N b M o00 U r rn a 0 GENERAL FIRE ALARM PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES, UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. PROVIDE NEW BATTERY CALCULATIONS AND MODIFY BATTERIES AS REQUIRED TO MEET NFPA REQUIREMENTS. THE SYSTEM SHALL BE PROGRAMMED BY A FACTORY TRAINED TECHNICIAN ONLY AND THE SYSTEM SHALL BE TESTED AND CERTIFIED IN ACCORDANCE WITH NFPA 72 PRIOR TO FINAL INSPECTION. ALL WIRING SHALL BE RUN IN 3/4" CONDUIT LOOP SYSTEM THAT ORIGINATES AND TERMINATES IN THE FIRE ALARM CONTROL PANEL SPECIFIED FOR THE PROJECT AREA. MAINTAIN THE EXISTING DEDICATED CONDUIT LOOP FOR DATA WIRING TO CONNECT TO ALL NEW POWER SUPPLIES AND INITIATION TYPE DEVICES, LE PULL STATIONS, SMOKE DETECTORS, CONTROL RELAYS, ETC. MAINTAIN THE EXISTING SEPARATE CONDUIT LOOP CONNECTING ALL NEW VISUAL TYPE NOTIFICATION DEVICES TO THEIR ASSOCIATED NEW POWER SUPPLY AND/OR AMPLIFIER EQUIPMENT, INCLUDING STROBES AND VOICE EVACUATION SPEAKERS. ALL WIRING AND LOOP SYSTEMS SHALL BE CONSIDERED "CLASS A", STYLE 6 — --- — — —D (VITIATION) AND STYLE Z (NOTIFICATION). ,2.,..,VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT. 3 FIRE ALARM CONTRACTOR SHALL FULLY TESTALL INITIATING DEVICES WITHIN THE SMOKE COMPARTMENT TO ENSURE THAT ALL DEVICES ARE CORRECTLY ANNUNCIATING THE CORRECT SMOKE COMPARTMENT v: IDENTIFICATION, AS SHOWN ON THE LIFE SAFETY PLAN, CONTRACTOR SHALL CORRECT ANY AND ALL DISCREPANCIES FOUND DURING SAID TESTING PROCEDURE. 4 REFER TO SYSTEM RISER DIAGRAMS AND DETAILS FOR ADDITIONAL INFORMATION. I I, 5 ALL NEW/EXISTING FIRE ALARM DEVICES SHALL BE SYNCHRONIZED. z, y a a s , i YX3 i; , { �I E r; >a, Z 1` 5.6 F 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 FIRE ALARM PLAN NOTES (CODED NOTES) 1 PROVIDE SMOKE DETECTOR WITHIN 5' OF HOLD OPEN DOOR ON BOTH SIDES. HOLD OPEN SHALL BE POWERED BY FIRE ALARM AND RELEASE UPON ACTIVATION OF ANY DEVICE WITHIN EITHER SMOKE COMPARTMENT. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 E RRRRCRITECYRRE w,,w.tic-engineers.com ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 �aaataa�utfa�r�s QPHE�i �� /� ...... R 01�s NO fe y I- .r •� �fi •••/. `�A r. • PE 66504 ;9 :an ' :oSTATE ',U • �� w= . 1 5.'�l O R � ©,P ,•: Ali; � G Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton WLI A R C H I T E C T DATE SUBMISSION NO. 04.15,16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 08.04.16 CCD NO. 1 2 FIRE ALARM PLAN - LEVEL 1 - PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN MHA E412IIIIIIIIIII ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 11 T 1 RvIrr1p] I- IF InOw"pull'i 7,1' RI I pill I lu= jr I Al! II —111, _"�u 11 li T 1 11 VOW ; I I 1a'' I., ! !I "I I". 0 2 ■ 3 m 4 m 6 ■ 7 ■ 8 ■ 9 m 10 a 11 1111 12 0 13 IN 14 0 15 0 16 m 17 m 18 0 19 0 20 R ■ 0 0 0 N ■ ■ 0 K ■ ■ H m G m F ■ n, E D 0 yJ E (D LL LU _j LY CD C CD N LL .6 ■ rn LO LO 0 B 0 0 _j to O 04 cu .4 o C) A 2 co (0 CU 0 CQ o 00 C 0 0 1 1/8" = 11-011 ♦♦'®'♦�♦♦�♦�♦♦♦ ♦♦��♦♦♦♦♦�♦♦�♦♦eeee�♦♦ ♦®♦♦®♦ ♦�'♦♦e♦®eeee♦♦♦® ♦�♦�® P♦01♦WIN . a®♦i®� ®=1 -` - - ` k, OWN OWN 'IM 14 I ♦♦♦ IN♦ 1 m ► F mom ♦ ♦®i�'i♦i'��o♦i ♦♦®♦i♦i♦®♦i♦ ♦♦i♦®♦��'i®®♦�♦i♦i LOA L,14V 16A, 0114 IL l 100^1114 i W+q -1 1 N dffljpp 4 qA ma, m, m0A 11 FA M ogm, 11100000A WIN 1131100 Ill A 0131 l:K4C4C4C4 11111 . . bowmimmm,0 wAkwAkq ANWANWANWA Il1d,40ANA ®♦®♦®♦®®♦♦♦ ME NAk1m ,1 h MEN OW, ASl UWAk FA I AINNLamI �♦e♦®®®®�♦�®®♦® ♦�♦�♦®®♦♦ems♦♦♦♦��♦♦♦♦♦♦ ..-. d ..... . d . d ,, d 11 WIN IVA ► ill kWMA NWA♦k NO h WIl♦ WAF ENNA 310 FA 131100 I'll MIAMI 00+11 MWA I'MANWA♦0WA010A♦lill QwlIII=0 1k wl� 160 IVA OWN IVA MA I WMA P MA♦ IIWA♦ 'I I IM 911044, IN WA Ill WA L HA 01► ll1 L IPA k L A EA A E .0 k WIN 011l MA 16 WIN Ill kWA E NIll 1W A INA IN IN 61E ll &A ' Ill HE 11A PAP kWkA — — — — — — l- - - - ♦i�►♦♦♦♦ ip 4,wgwAVmw F COCO 4♦141MVI♦IIIIIIII XA�11 oww makw'A 411111♦ 411111 110310♦ IRWIN♦ Ill MAE P4 P4 "64 W♦e ♦®♦♦�♦♦e♦♦ ♦♦♦iei ♦ 0♦�e0♦i♦i♦i♦e ® ♦i ♦i♦ii♦i ♦i♦�♦e ♦♦♦i♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦e♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦e♦♦♦♦♦♦♦ ♦�♦♦♦♦♦♦♦♦e♦♦♦♦♦�e♦ A♦ I IVA♦ WA♦ ill IWIN I LALLAk.A' ♦I♦WIN'll ........... I♦NA ♦♦♦ ♦♦�'i ► ♦♦e♦♦♦♦♦�i♦e0 ♦♦♦♦♦ ♦e♦ ♦♦WRIF er, V*1 1 m 2 m 3 0 4 0 5 m 6 0 7 0 8 0 9 0 10 m 11 0 12 0 13 0 14 a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCM17ECTURE www.tic-engineers.com @Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P. E. Florida License #66504 HE F? ly V E J_ * PE 66504 STATE OF *. 0 A, 4 0 0 R N I ......... 1�1 '9f0NA\- "'1111111110 Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION nn A R C H I T E C T S DATE SUBMISSION 0, 04.15.16 CONSTRUCTION DOCUMENTS 06.04.16 CCE) NO. 1 21 NURSE CALL PLAN - LEVEL 1- PHASE 1 PROJI. NO. H-15021,00 SHEET DRAWN MHA E511 ■ 15 0 16 0 17 m 18 0 19 m 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox www.huntonbrady.com License AAC001 744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ E) P ■ O ■ N ■ �., M ■ L ■ K ■ J H ■ G ■ F ■ E E 0 D m 0 m E w J w 0 C N C � V w Q N 0 CD N N O m B U O 1 CD O N tj N_ M A N Cl) flo N M 00 1 1/8"=1F-0CR NURSE CALL PLAN -1ST LEVEL - PHASE 2 GENERAL NURSE CALL PLAN NOTES a `�I. , 1 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES. UNLESS NOTED - �..g, ,' S", 6 , 0: y.; OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 14 2 COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL DRAWINGS AND CASEWORK ELEVATION DRAWINGS. 3 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. 4 COORDINATE INSTALLATION OF ALL LOW VOLTAGE SYSTEMS WITH O,F.C.I. PATIENT HEADWALL SYSTEMS PRIOR TO BEGINNING ROUGH -IN OF AREA. 3,1 9ti r , s [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FRRARCRITECTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 OttttJ11 1111j,11 ,tppHER O, pis E N �.• PE 66504 • •9 •YI 7{ •• y STATE O4-: 'V,rfi /ONA�L Florida Hospital Zyhyhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 >4DDENDUM NO.1 1 08.04.16 CCD NO. 1 2 NURSE CALL PLAN - LEVEL 1- PHASE 2 PROD. NO. H-15021,00 SHEET DRAWN MHA E51E 1 ■ 2 ■ 3 IN 4 IN 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ U H ■ G ■ F ■ E E ■ D 0 N 1= O m EI ca ■ LL U w J w O tY C 0 w a N LL ao ■ rn y O B U O J O N co ��" LZ' ■ U 0 N 0- to N L M A ` N Q M T _O N O m cNC O 00 C 3 2 U 0 .T a 0 r'I F � i /f 4 1/4" = 1'-0" 7 1/4" =1'-0" 3 TYPICAL ROOM CIRCUITING LEGEND NORMAL BRANCH CIRCUIT #NA NORMAL BRANCH CIRCUIT #NB NORMAL BRANCH CIRCUIT #NC NORMAL BRANCH CIRCUIT #ND CRITICAL BRANCH CIRCUIT #CA CRITICAL BRANCH CIRCUIT #CB CRITICAL BRANCH CIRCUIT #CC CRITICAL BRANCH CIRCUIT #CD NOTE: PROVIDE MAXIMUM (2) DUPLEX RECEPTACLES PER CIRCUIT. ENLARGED TYPICAL EXAM ROOM -1ST LEVEL - POWER TYPICAL ROOM CIRCUITING LEGEND NORMAL BRANCH CIRCUIT #NA NORMAL BRANCH CIRCUIT #NB NORMAL BRANCH CIRCUIT #NC NORMAL BRANCH CIRCUIT #ND CRITICAL BRANCH CIRCUIT #CA CRITICAL BRANCH CIRCUIT #CB CRITICAL BRANCH CIRCUIT #CC CRITICAL BRANCH CIRCUIT #CD NOTE: PROVIDE MAXIMUM (2) DUPLEX RECEPTACLES PER CIRCUIT. ENLARGED TYPICAL FAST TRACK -1ST LEVEL - POWER S f 1�B{ NBr i & �( tj TYPICAL ROOM CIRCUITING LEGEND r CA :1#A CA- CB.' " TFi twEi4. t NC NC,, g EMlHT .. Al.. CC C6 }I CD t f ES } _, NORMAL BRANCH CIRCUIT #NA NORMAL BRANCH CIRCUIT #NB NORMAL BRANCH CIRCUIT #NC NORMAL BRANCH CIRCUIT #ND CRITICAL BRANCH CIRCUIT #CA CRITICAL BRANCH CIRCUIT #CB CRITICAL BRANCH CIRCUIT #CC CRITICAL BRANCH CIRCUIT #CD NOTE: PROVIDE MAXIMUM (2) DUPLEX RECEPTACLES PER CIRCUIT. yxu�A yVQ �� � z " _E,E £Y.seeaw.owvaa w . Rmmma mwa ,v _ 9 ENLARGED TYPICAL TRIAGE -1ST LEVEL - POWER 1/4" = 1'-0" 5 1 /4" =1'-0" TYPICAL ROOM CIRCUITING LEGEND CRITICAL BRANCH CIRCUIT #CA ENLARGED TYPICAL EXAM ROOM -1ST LEVEL - LIGHTING 3 1/4" = 1'-0" 6 1/4" = 1'-0" TYPICAL ROOM CIRCUITING LEGEND NORMAL BRANCH CIRCUIT #NA NORMAL BRANCH CIRCUIT #NB NORMAL BRANCH CIRCUIT #NC NORMAL BRANCH CIRCUIT #ND CRITICAL BRANCH CIRCUIT #CA CRITICAL BRANCH CIRCUIT #CB CRITICAL BRANCH CIRCUIT #CC NOTE: PROVIDE MAXIMUM (2) DUPLEX RECEPTACLES PER CIRCUIT. ENLARGED TYPICAL PATIENT ROOM - 2ND LEVEL - POWER D1 H CA ` CA CA Yf CA,b �; I -; i" I �E ,.., B1 K _ vT fi T, ,,, 21 z „CA,a wWad� CA C`° w �. D1 CA,a CA,a TYPICAL ROOM CIRCUITING LEGEND CRITICAL BRANCH CIRCUIT #CA ENLARGED TYPICAL PATIENT ROOM - 2ND LEVEL - LIGHTING ENLARGED PLAN GENERAL NOTES 1 ALL DRAWINGS NOTES AND LAYOUTS INDICATED ARE TO BE TYPICAL FOR ALL ROOMS SIMILAR TYPE. LAYOUT SHALL BE MIRRORED AS REQUIRED FOR EACH INDIVIDUAL ROOM SHAPE AND CONFIGURATION. 2 CIRCUITING SHALL BE PER THE LAYOUT INDICATED. BRANCH CIRCUITS SHALL CORRESPOND TO THE CIRCUIT LEGEND FOR EACH ROOM. 3 COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS AND CASEWORK. 4 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT, ENLARGED PLAN NOTES (CODED NOTES) 1 COORDINATE FINAL PLACEMENT/ROUGH IN OF TELEVISION UNIT RECEPTACLE WITH THE TV CASEWORK AND THE CABLE TV JACK SPECIFIED AS PART OF THE COMMUNICATIONS PACKAGE. 2 MULTI -FUNCTION OVERBED FIXTURE TYPE "K" SHALL BE CONTROLLED AS FOLLOWS: EXAM LIGHT CONTROLLED VIA SWITCH (LOCATED IN HEADWALL); AMBIENT AND READING LIGHTS, CONTROLLED BY SEPARATE LOW VOLTAGE SWITCHES (LOCATED IN HEADWALL) AND PILLOW SPEAKER/SIDECOM CONTROL IN PATIENT BED VIA LOW VOLTAGE CONTROLLER, COORDINATE INSTALLATION REQUIREMENTS WITH NURSE CALL VENDOR/MANUFACTURER AND PROVIDE AS REQUIRED. ALL SWITCHES SHALL BE ENGRAVED WITH DESIGNATION OF LIGHTS THEY CONTROL. r' 255 S. Orange Avenue .4Suite 1600 Orlando, FL 32801 TYPICAL ROOM CIRCUITING LEGEND TYPICAL ROOM CIRCUITING LEGEND Phone: 407-841-9050 �3D ; E N G I N E E R I N G Fax: 407-540-0234 CRITICAL BRANCH CIRCUIT#CA CRITICAL BRANCH CIRCUIT#CA FIR ARCRITECTRRE www.tic-angineers.com D1 Coppyyright2o16 TLC Engineering for Architecture,Inc. E lc� 7C A 15 TLC No: 115498 2ACK A? SEAL�� ChristopherV. 0 Hara, P.E. Florida License #66504 D1CA�1�ttttt#tttir�r $: D7 'jOPHERCA . V WCA i •7 _ ___PE65fl46Z E y • =f CA STATD1 D7 €- g ca flF (fe2 E 1E 4i t i •• S 3 a i, • q t� m imw N.. t a I Florida Hospital Zephyrhills 8 ENLARGED TYPICAL FAST RACK -1 ST LEVEL - LIGHTING 11 ENLARGED EXAM 10 SECURE HOLD - LIGHTING ED EXPANSION & ORTHO 1/4" = 1'-0" 1/4" = 1'-0" RENOVATION 77, 53i 1 TYPICAL ROOM CIRCUITING LEGEND AZ (+ E I 1 5`j 3 `` ( 3 CRITICAL BRANCH CIRCUIT #CA t 3 t Hunton • . s ARCH (TECT r � .- r 3 r r ; . A2 DATE SUBMISSION NO. ;. 04.15,16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 ....................., rs .. 1 0 E 08.04.16 CCD N0. 1 2 f $3 •.".` wm VCS"' R "' R`..&aRY,bCsr.eti/A1+Xin1 ,* �; ; i1 ENLARGED TYPICAL ROOMS 10 ENLARGED TYPICAL TRIAGE -1ST LEVEL - LIGHTING 1/4" =1'-0" PROJ. NO. H-15021.00 SHEET DRAWN MHA 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 0 0 B U O J O N ■ U a 0 i c( co A (V M a N Q co O C 00 0 ■ 18 ■ 19 ■ 20 GENERAL POWER PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS AND CASEWORK DRAWINGS FOR FINAL MOUNTING HEIGHTS AND INSTALLATION REQUIREMENTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. REFER TO EQUIPMENT MANUAL FOR ALL INSTALLATION REQUIREMENTS. '1 6 3 COORDINATE INSTALLATION OF ELECTRICAL CONNECTIONS WITH O.F.C.I. MEDICAL COLUMN PRIOR TO BEGINNING ROUGH -IN OF AREA. 4 CONTRACTOR SHALL REFER TO FIRE ALARM AND MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE SMOKE DAMPERS. FIRE SMOKE DAMPERS SHALL BE POWERED AT 120V DERIVED FROM THE POWER SUPPLY FOR EACH AHU IN ACCORDANCE WITH THE ELECTRICAL DETAILS. PROVIDE LOCAL DISCONNECTING MEANS (I.E. TOGGLE SWITCH) AT EACH FIRE SMOKE DAMPER LABELED WITH THE AHU SERVING THE DAMPER. POWER PLAN NOTES (CODED NOTES) Mu 1BHP 1CLP 1 1CLP 2x1GH �_ F 1HLS 1 EXISTING PANELBOARD AFFECTED BY SCOPE OF WORK. 2 PROVIDE GROUND COLLECTOR BUS IN ELEC./COMM. ROOM(S) FOR ALL EQUIPMENT GROUND CONDUCTORS REFER TO GROUND DETAIL FOR FURTHER INFORMATION, 3 EXISTING ELECTRICAL EQUIPMENT TO BE DEMOLISHED. 4 PROVIDE 120V,10 EQUIPMENT BRANCH CONNECTION TO MECHANICAL CONTRACTOR PROVIDED DDC ILLS 1 BLCB-2 T-LS: 1BLCB-1 T-TIE 0 1 BLP-1 Q T-TIC HNDRA 1 �s o LNDRA-2 T-TIB1LEQ- LNDRA-1 i h E 5 GROUND BAR' { \ I 0 w....b� . I z'`,.�'.,.�:„Yx i mi ..... ri y 'i:" MOWN" � � l m t , a 1NLDP T-1NLDP T-1 CLDP (ABOVE) 1 NLB 1CLDP 2� ) 1CLB t 2 ADD ALTERNATE a �EQ 30 s GROUND BAR�Q EEA , r1 a, CONTROL PANEL.COORDINATE EXACT ROUGH -IN REQUIREMENTS WITH DIVISION 23. 1 EXISTING ELECTRICAL ROOM -1ST LEVEL 2 ENLARGED ELECTRICAL ROOM -1ST LEVEL 1/4" =1'-0" 1/4" = 1'-0" Ck � gY t � a��a�x cmav»n Y 1 1HEQDP 1HCBD P 1HLSDP 1 +�a, 9 v.,.v 1O -,a ,�1 m 5� H . 11 TO FT� 1A 80 s 2LCBDP 2AHP T2B' nvwwxawxavxxzvmntiava ' [ 4 3r ;? �: �. .t I �'��'�5��' �i 3�k d aa. m �-� 61s �cFm"3. ,ux r,�awwan vvaaurv>u>u;r wx aemwv .uxm xwwwm,asu:.eexx. i$ffifLLGLLIiffLi� `. fffLLfifLGGLLLI . 2NLA 20HA 2CLA L 2EQHA 2EQLA 2LSLA 2NHA T 2CLA T-2LSLA (ABOVE) 2LSHA y GROUND BARx TI T1F TIH 1AHP 11 A a 3 o 1,4 T2D d� r, r 0--9 B - 14. 1 1 q�f -..w E CB T1 01 T AN CBS ! zxzy t� 2, t' as vsmmrnaaaaz w.a a� .:. am .asw�w.wmmvnmx.,...... :n .emma_ : �:.s: .......".. .......::... �.,,,.rr 2LNDP z � ' 255 S. Orange Avenue pan ��r, Suite 1600 1. Orlando, FL 32801 ,; Phone: 407-841-9050 EXISTING ELECTRICAL ROOM 2ND LEVEL ENLARGED ELECTRICAL ROOM 2220 2ND LEVEL ENGINEERING Fax:407-540-0234 FIR BRCRITECTIRE ,�,w.tic-engineers.com 7 EXISTING ELECTRICAL ROOM NORTH -1ST LEVEL 4 - 9 - ©Copyrighf2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 1/4" =1'-0" 1/4"=1'-01' 1/4" =11-011 SEAL Christopher V. O'Hara, P.E. Florida License #66504 (OPHER l p"Orri . . +r . s 0 r V:` '• PE 66504 Z':0 STATE OF e •: o �• A. OR Florida Hospital Zephyrhills E ED EXPANSION & ORTHO GRoutvDBAR___/� 1 LLS-16 1GLB �_ 1CLB-26 e L vri . ��.,��� 1� 2HLS 2BHP ' Ox� GROUN�BAP'' RENOVATION �Jg JO E........................ 4-111CLB 30a"""�""� 1GLB 24 P R 1CLB-22 FATG 24-.- 2 t x' �:. C { NCTC x ....:..,... n„ a:.. ....rs�a.wc xu, no.a. ,,. 4 dEl T2AYA X 2HCB ._' 2LLS2CLA d 4{ ' �1 ,G P: _.._ .__.._.__.__ ._,.... .____ ._........_.. . ,.... ......_. ..., 011 <. � � ..... ........ ............... ,..... G ! V 2CLA 73 69 LA� 2C 7 R ✓„ g . , � , Hunton +, as v.a�,a - a. x .., c: .H ;- � $ !! v"1 x: :L•. . Ti. 6: 3E £d .._ p ,': YE 'i ,L1 es. `Y, w. m z. :� HE !w. iR x� E.l`, YE •3: s�r:•••K+, d.diriai _•• ••••. fe3&k'Ery:1:..:hdw.e::a&.a+'.a'44w:abt6e .E E: ^V' .. , S x: mNvxvw.�mvw m�vozvrve»a,.�av mn .�xxax�; e smivm ys� E, ,., .� ................. ... ........... i .0 «,w. x.. . _ ......_. _ _.... ...... ........... ... .. > ..._ ......... ........ ... _ .. ........ x..............._... ......... ................... » �. € t \ -'1 •5i. ......... s 1 2HEQ 2LEQ 1 y { �`j:'Ea~ �.. hS� 69 �,x . 71 3 2 67 2LSLA CLA ®4 4 FATC L NCTC C'. EQ EQ A R C H I T EC T ~` ;.,.,.... , 2EQLA-9 2EQLA 11 0 0 DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENT$ 05,10.16 ADDENDUM NO.1 1 08,04,16 CCD NO. 1 2 ENLARGED COMMUNICATION & ELECTRICAL ROOMS 3 ENLARGED COMMUNICATION ROOM -1ST LEVEL 5 EXISTING ELECTRICAL ROOM 2 - 2ND LEVEL 8 ENLARGED COMMUNICATION ROOM 2221 - 2ND LEVEL PROD. NO, H-15021.00 SHEET DRAWN MHA 1 /4" =11-0" 1 /41' =1'-0" 1 /4'I =1'-0" E702�� 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 ■ 2 III I t_ _ III''II II I 'I III'NI i 1 1, ­1 Ihlrl'INIIIIIII"I!!LI �I IIIIII11p111..1 'flll 1 i IE ■ 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 0 L 0 y M EI c4 ■ U W J W 0 c a� C 0 w a oy N 00 ■ rn LO 0 0 m B U 0 J m 0 N \� N ■ CU D y c a U r 2 N A co N n M 0 00 c U .0 rn c T ,z 0 ., EXISTING SQUARE 'D' NQOD Name: 1 ALP (EXISTING NORMAL BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1HNDP SURFACE MTD: 480Y/277V Location: NURSE STATION 1151 FLUSH MTD: X 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name K 0 T 1 ELEVATOR P.T. LITES 20 A 1 0.4 0.0 1 20 A SPARE 2 3 1 SPARE 20 A 1 0.0 0.0 1 1 20 A SPARE 4 5 SPARE 20 A 1 - „ „ 0.0 0.4 1 20 A EMS ENTRY RECEPTACLE 101,103,106 6 7 SPARE 20 A 1 0.0 0.2_= _ 1 ^ V 1 20 A ENTRY VENDING RECEP 103 8 9 SPARE 20 A 1 0.0 0.2 1 20 A ENTRY VENDING RECEP 103 10 11 SPARE 20 A 1 _ _ ,w _ :- 0.0 0.2 1 20 A ENTRY VENDING RECEP 103 12 13 BLOOD GAS RM 111 LASER PRINTER 20 A 1 0.4 0.6 1 20 A CORRIDOR 116,153,139 AND TLT 131 14 15 1 BLOOD GAS RM 111 RECEPTACLES 20 A 1 = 0.3 0.4 1 20 A CORRIDOR 197,137 RECEP 16 17 BLOOD GAS RM 111 VENTILATOR 20 A 1 _ 0.4 0.6 1 20 A OFFICE 113, TLT 114, CLOSET 115 18 19 NURSE STATION 11$ PRINTER/RECEP 20 A 1 0.2 0.2 �� 1 20 A DIRECTOR RM 121 RECEPTACLE 20 21 NURSE STATION 118 PRINTER/RECEP 20 A 1 r 0.2 0.2 1 20 A SOIL HOLDING RM 120 RECEP 22 23 NURSE STATION 118 COPIER 20 A 1 0.3 0.4 1 20 A WOMEN'S RM 123, 124, MEN'S 125, 126 24 25 NURSE STATION X-RAY VIEWING REC 20 A 1 0.2 0.2 -" 1 20 A STAFF LOUNGE 122 RECEP 26 27 NURSE STATION 138 PRINTER/RECEP 20 A 1 0.2 0.2 , ;,' 1 20 A STAFF LOUNGE 122 MICROWAVE 28 29 NURSE STATION 138 PRINTER/RECEP 20 A 1 0.2 1 0.2 1 20 A STAFF LOUNGE 122 TOASTER 30 3 1 MED 1 35 AND HOLDING 136 20 A 1 __ 4 _ 0 0 2 _.� 1 2 A 0 STAFF LOUNGE 122 COFFEE MAKER S U 32 33 CLEAN HOLD 136 CABINET 20 A 1 0.4 0.2 1 20 A CAST SUPPLY 134 RECEP 34 35 CORRIDOR 197 CART 20 A 1 0.4 0.2 1 20 A FIN OFC 130 RECEP 36 37 EMS RM 104/105 RECEPTACLES 20 A 1 0.2 0.3 ; ,. 1 20 A EF-24 38 39 RECEPTACLES EMS 104 20 A 1 _ y; 0.2 0.2 _ , 1 20 A TRAUMA RM 108 RECEP 40 41 RECEPTACLES EMS 105 20 A 1 0.2 1 20 A TRAUMA RM 108 RECEP 42 43 EXAM RM RECEP 10 7 C 2 0 A 1 02 0 2 1 20 A EXAM RM 140 RECEP 44 45 TRAUMA RM 108 RECEP 20 A 1 0.2 0.2 1 20 A EXAM RM 141 RECEP 46 47 TRAUMA RM 108 RECEP 20 A 1 ;;;, 0.2 0.2 1 20 A EXAM RM 142 RECEP 48 49 EXAM RM 109 RECEP 20 A 1 0.2 0.2 En ', 1 20 A EXAM RM 143 RECEP 50 51 EXAM RM 109 RECEP 20 A 1 0.2 0.2 iffiffil 1 20 A EXAM RM 144 RECEP 52 3 EXAM RM 110 RECEP 20 A 1 0.21 0.2 1 20 A EXAM RM 145 RECEP 54 55 EXAM RM 110 RECEP 20 A 1 0.2 0.2 _ __. 1 20 A EXAM RM 146 RECEP 56 57 EXAM RM 109, 110 RECEP 20 A 1 0.3 0.4 1 20 A EXAM RM 140, 141, 412 RECEP 58 59 EXAM RM 108, 109 RECEP 20 A 1 _._ R0 3 0 4 1 20 A EXAM RM 143, 144 RECEP 60 61 EXAM RM 107,108 RECEP 20 A 1 0.3 0.4 1 20 A EXAM RM 145,146 RECEP 62 63 EXAM RM 112 RECEP 20 A 1 0.2 0.0 _ 1 20 A SPARE 64 65 EXAM RM 112 RECEP 20 A 1 _ 0.2 0.0 1 20 A SPARE 66 67 EXAM RM 129 RECEP 20 A 1 0.2 1 0.0 1 20 A SPARE 68 69 EXAM RM 128 RECEP 20 A 1 ; 0 2 0.2 _.." �' 1 20 A EF 57 70 71 EXAM RM 127 RECEP 20 A 1 „ _ _ 0.2 0.2 1 1 20 A EF 58 72 73 SECLUSION RM 119 20 A 1 0.3 0.2 1 20 A EXAM RM 110 RECEP 74 75 SECLUSION RM 119/EXAM RM 127 20 A 1 _: 0.3 0.0 mi -- -- SPACE 76 77 EXAM RM 128,129 20 A 1 0.3 0.0 1 20 A SPARE 78 79 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 80 81 TRAUMA RM 109 RECEP 20 A 1 0 2 0 0 -- -- SPACE 82 83 1 TRAUMA RM 109 RECEP 20 A 1 1 _-. _ _ 0.2 1 SPACE 1841 Phase Connected Load: 6.1 kVA 5.3 kVA 6.3 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 17.7 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 17.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 49 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 17.7 kVA 100.00% 17.7 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. PANEL TO BE DEMOLISHED. CIRCUITS FEEDING EXAM ROOMS TO BE DEMOLISHED. REFER TO ENLARGED PLANS FOR NEW CIRCUITING INFORMATION. CONTRACTOR IS TO FIELD VERIFY REMAINING EXISTING CIRCUITS TO BE RECIRCUITED TO NEW PANEL 1NLB. DESIGN SELECTION: SQUARE 'D' I -LINE HCP-SU, MAX HEIGHT Name: 1NLDP MAIN BREAKER: 400 AMPS (NEW NORMAL BRANCH) MAIN LUGS: AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: 1HNDP K.A.I.C.: 25 AMPS Location: ELEC 1307 SURGACE MTD: X FLUSH MTD: 208/120V X 480Y/277V 240/120V C N K O T Load T Identification Trip Poles E N (kVA) S 0 1 1NLA 26.2 125 A 3 2 1 NLB 25.9 125 A 3 3 1NLC 10.6 125 A 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Total Connected Load: 62.7 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 62.7 kVA 57.97% 36.4 kVA Total Connected Load: 62.7 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 36.4 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 101 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD Name: 1NLB (NEW NORMAL BRANCH) MAIN BREAKER: AMPS POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1NLDP SURFACE MTD: X 480Y/277V Location: ELEC 1307 FLUSH MTD: 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name O T T 1 RECEPTACLE PEDS PLAY 1001 20 A 1 1.0 1.0 1 20 A RECEPTACLE 2 3 1 RECEPTACLE WAITING 1002 20 A 1 _ rt_�' 1.2 1.0 1 20 A RECEPTACLE REGIST 1025 4 5 RECEPTACLE WAITING 1002 20 A 1 _: 1.0 0.8 1 20 A RECEPTACLE 6 7 RECEPTACLE WAITING 1002 20 A 1 0.2 1.0 _ 1 20 A RECEPTACLE OBSERVE CARE 1162 8 9 RECEPTACLE COFFEE WAITING 1002 20 A 1 0.2 0.8 _ _ _ 1 20 A RECEPTACLE OBSERVE CARE 1162 10 11 RECEPTACLE COFFEE WAITING 1002 20 A 1 �a _ 0.2 0.8 1 20 A RECEPTACLE OBSERVE CARE 1162 12 13 RECEPTACLE VENDING WAITING 1002 20 A 1 0.2 0.8 _ - 1 20 A RECEPTACLE CLEAN 1104 14 15 1 RECEPTACLE VENDING WAITING 1002 20 A 1 - .._ 1 20 A RECEPTACLE NURSE STATION 1105 16 17 RECEPTACLE EWC WAITING 1002 20 A 1 0.2 0.2 1 20 A RECEPTACLE ICE NURSE STATION,.. 18 19 RECEPTACLE CORRIDOR 20 A 1 1.0 0.2 � _ „: , -�- 1 20 A RECEPTACLE COFFEE NURSE STA.... 20 21 RECEPTACLE OFFICE 1007 20 A 1 1.0 0.6 z,. ' 1 20 A RECEPTACLE CORR 11C4 22 23 RECEPTACLE SECURITY 1006 20 A 1 _.tea Mffl 0.8 0.2 1 20 A RECEPTACLE NURSE STATION 24 25 RECEPTACLE WORK AREA 1008 20 A 1 0.8 0.8 1 20 A RECEPTACLE NURSE STATION 26 27 RECEPTACLE ICE WORK AREA 1008 20 A 1 v 0.2 0.8 1 20 A RECEPTACLE NURSE STATION 28 29 RECEPTACLE OFFICE 1301 20 A 1 1 1.0 0.2 1 20 A RECEPTACLE NURSE STATION 30 3 1 RECEPTACLE OFFICE 1 2 O C 30 2 A 0 1 08 00 1 20 A SPARE 32 33 RECEPTACLE RECEPT 1303 20 A 1 - 0.6 0.0 1 20 A SPARE 34 35 RECEPTACLE CONF 1304 20 A 1 0.8 0.0� 1 20 A SPARE 36 37 RECEPTACLE TLT 1305 20 A 1 0.8 0.0 1 20 A SPARE 38 39 RECEPTACLE NURSE STATION 1225 20 A 1 :x: 0.8 0.0 1 20 A SPARE 40 41 RECEPTACLE CORR 12C4 20 A 1 ti .,, „ 0.8 0.0 1 20 A SPARE 42 43 RECEPTACLE BREAK 1223 20 A 1 06 00 1 20 A SPARE 44 45 RECEPTACLE NURSE STATION 1219 20 A 1� �, 0.6 0.0 ,,. �m,a 1 20 A SPARE 46 47 RECEPTACLE ICE NURSE STATION... 20A 1 „ 0.2 0.0 1 20 A SPARE 48 49 RECEPTACLE COFFEE NURSE STA.... 20 A 1 0.2 0.0 _ <, 1 20 A SPARE 50 51 RECEPTACLE 20 A 1 a0.4 0.0 _ 1 20 A SPARE 52 53 SPARE 20 A 1 _ :� 0.0 0.0 1 20 A SPARE 54 55 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 56 57 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 58 59 SPACE -- -- 0.0 0.0 -- -- SPACE 60 61 SPACE -- -- 0.0 0.0 _ . _ -- -- SPACE 62 63 SPACE -- -- 0.0 0.0 -- -- SPACE 64 65 SPACE -- -- _w -- 0.0 0.0 -- -- SPACE 66 67 SPACE -- -- 0.0 0.0 <...__ , , .,::,,AR,.._ : -- -- SPACE 68 69 SPACE -- --;�„ , 0.0 0.0 1711 SPACE -- -- _ 0.0 0.0 -- -- SPACE 72 73 SPACE -- -- 0.0 0.0 ISPACE 74 75 SPACE g 0.0 0.0 ffll= ISPACE 76 77 SPACE -- -- = _ .. r w,... 0.0 0.0 -- -- SPACE 78 79 SPACE -- -- 0.0 0.0 -- -- SPACE 80 81 S PACE -- -- 0 0 0 0 -�- « , -- -- SPACE 82 83 1 SPACE -- -- _ 0.0 0.0 -- -- SPACE 1841 Phase Connected Load: 9.4 kVA 9.4 kVA 7.2 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 25.9 kVA 69.29% 18.0 kVA Total Connected Load: 25.9 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 18.0 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 50 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 1 0.0 kVA Spare 1 0.0 kVA 0.00% 0.0 kVA X-Ray 1 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 2 DESIGN SELECTION: SQUARE 'D' NQOD Name: 1 NLA (NEW NORMAL BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1NLDP SURFACE MTD: X 480Y/277V Location: SOIL 1227 FLUSH MTD: 240/120V N C C N 0 Load Name Trip Poles A B C Poles Trip Load Name O T T 1 RECEPTACLE EXAM 22 1243 20 A 1 0.4 0 4 -; =' 1 20 A RECEPTACLE TRIAGE 1012 2 3 RECEPTACLE EXAM 22 1243 20 A 1 = „ry : , w „ 0.4 0.4 ` , ? 1 20 A RECEPTACLE TRIAGE 1012 4 5 RECEPTACLE EXAM 22 1243 20 A 1 - 0.4 0.4 1 20 A RECEPTACLE TRIAGE 1012 6 7 RECEPTACLE EXAM 22 1243 20 A 1 0.2 0.2 1 20 A RECEPTACLE TRIAGE 1012 8 9 RECEPTACLE EXAM 24 1245 20 A 1 0.4 0.4 _ _ 1 20 A RECEPTACLE TRIAGE 1013 10 11 RECEPTACLE EXAM 24 1245 20 A 1 0.4 0.4 1 20 A RECEPTACLE TRIAGE 1013 12 13 RECEPTACLE EXAM 24 1245 20 A 1 0.4 0.4 1 20 A RECEPTACLE TRIAGE 1013 14 15 RECEPTACLE EXAM 24 1245 20 A 1 , : 0.2 0.2 1 20 A RECEPTACLE TRIAGE 1013 16 17 RECEPTACLE EXAM 26 1247 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 212262 18 19 RECEPTACLE EXAM 26 1247 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 212262 20 21 RECEPTACLE EXAM 26 1247 20 A 1 0.4 0.4 _ 1 20 A RECEPTACLE EXAM 212262 22 23 1 RECEPTACLE EXAM 26 1247 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 212262 24 25 RECEPTACLE EXAM 38 1203 20 A 1 0.2 0.4 1 20 A RECEPTACLE EXAM 23 2263 26 27 RECEPTACLE EXAM 38 1203 20 A 1 0.2 0.4 _ 1 20 A RECEPTACLE EXAM 23 2263 28 29 RECEPTACLE EXAM 38 1203 20 A 1 0.2 0.4 1 20 A RECEPTACLE EXAM 23 2263 30 31 RECEPTACLE EXAM 38 1203 20 A 1 0.2 0.2 �0.2 _ 1 20 A RECEPTACLE EXAM 23 2263 32 33 RECEPTACLE EXAM 37 1205 20 A 1 0.4 1 20 A RECEPTACLE EXAM 25 2264 34 35 RECEPTACLE EXAM 37 1205 20 A 1 „ _r , „: 0.2 0.4 1 20 A RECEPTACLE EXAM 25 2264 36 37 RECEPTACLE EXAM 37 1205 20 A 1 0.2 0.4 20 A RECEPTACLE EXAM 25 2264 38 39 RECEPTACLE EXAM 37 1205 20 A 1 0.2 0.2 1 1 20 A RECEPTACLE EXAM 25 2264 40 41 RECEPTACLE EXAM 35 1207 20 A 1 0.2 0.4 1 20 A RECEPTACLE EXAM 27 2265 42 43 RECEPTACLE EXAM 35 1207 20 A 1 0.2 0.4 �y _: 1 20 A RECEPTACLE EXAM 27 2265 44 45 RECEPTACLE EXAM 35 1207 20 A 1 0.2 0.4 y, 1 20 A RECEPTACLE EXAM 27 2265 46 47 RECEPTACLE EXAM 35 1207 20 A 1MW M 0.2 0.2 1 20 A RECEPTACLE EXAM 27 2265 48 49 RECEPTACLE EXAM 32 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 28 2266 50 51 RECEPTACLE EXAM 32 20 A 1 0.4 0.4 1 20 A IRECEPTACLE EXAM 28 2266 52 53 RECEPTACLE EXAM 32 20 A 1 „< 0.4 0.4 1 20 A RECEPTACLE EXAM 28 2266 54 55 RECEPTACLE EXAM 32 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 28 2266 56 57 RECEPTACLE EXAM 33 20 A 1 0.4 0.4 Em 1 20 A RECEPTACLE EXAM 29 1226 58 59 RECEPTACLE EXAM 33 20 A 1 �. 0.4 0.4 1 20 A RECEPTACLE EXAM 29 1226 60 61 RECEPTACLE EXAM 33 20 A 1 0.4 0.4 20 A RECEPTACLE EXAM 29 1226 62 63 RECEPTACLE EXAM 33 20 A 1 w 0.2 0.2 _ 1 20 A RECEPTACLE EXAM 29 1226 64 65 RECEPTACLE EXAM 34 20 A 1 _... 0.4 0.4 1 20 A RECEPTACLE EXAM 30 1224 66 67 RECEPTACLE EXAM 34 20 A 1 0.4 0.4 =' 1 20 A RECEPTACLE EXAM 30 1224 68 69 RECEPTACLE EXAM 34 20 A 1 0.4 0.4 r.= 1 20 A RECEPTACLE EXAM 30 1224 70 71 RECEPTACLE EXAM 34 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 30 1224 72 73 RECEPTACLE EXAM 36 20 A 1 0.4 0.4 Mm 1 20 A RECEPTACLE EXAM 31 1221 74 75 RECEPTACLE EXAM 36 20 A 1 Y 0.4 0.4 -_. 1 20 A RECEPTACLE EXAM 311221 76 77 RECEPTACLE EXAM 36 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 31 1221 78 79 RECEPTACLE EXAM 36 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 31 1221 80 81 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 82 83 SPARE 20 A 1 : N 0.0 0.0 1 20 A SPARE 84 Phase Connected Load: 9.0 kVA 8.6 kVA 8.6 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 26.2 kVA 69.08% 18.1 kVA Total Connected Load: 26.2 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 18.1 kVA Heating 0.0 kVA 0,00% 0.0 kVA Demand Amps: 50 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 1 0.0 kVA 1 0.00% 1 0.0 kVA Notes: DESIGN SELECTION: SQUARE ' D' NQOD Name: 1NLC (NEW NORMAL BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1NLDP SURFACE MTD: X 480Y/277V Location: SOIL HOLD 1107 FLUSH MTD: 240/120V N C C N O Load Name Trip Poles A B C Poles Trip Load Name O T T 1 RECEPTACLE 20 A 1 0.4 0 2 ,y __ _ 1 20 A RECEPTACLE EXAM 1106 2 3 RECEPTACLE 20 A i w 0.4 0.2 1 1 20 A RECEPTACLE EXAM 1106 4 5 RECEPTACLE 20 A 1 „ , ... 0.4 0.2 1 20 A RECEPTACLE EXAM 1106 6 7 RECEPTACLE 20 A 1 0.2 0.2------------- 9 RECEPTACLE 20 A 1 0.2 0.0 1 20 A SPARE 10 11 RECEPTACLE 20 A 1 0.2 0.0 1 20 A SPARE 12 13 RECEPTACLE 20 A 1 0.2 0.0 EM gg 1 20 A SPARE 14 15 RECEPTACLE 20 A 1 _ 0.2 0.0 1 20 A SPARE 16 17 RECEPTACLE FA T TRACK 1 24 S C 0 2 A 0 1 0 4 00 1 2 A 0 S PARE 1 8 19 RECEPTACLE FAST TRACK 1024 20 A 1 0.2 0 0 , ,� , , _ „ .z._, , -, , _ 1 20 A SPARE 20 21 RECEPTACLE FAST TRACK 1024 20 A 1 0.4 0.0 _ 1 20 A SPARE 22 23 RECEPTACLE FAST TRACK 1024 20 A 1 _ �0 0.2 0.0 1 20 A SPARE 24 25 RECEPTACLE FAST TRACK 1023 20 A 1 0.4 0 1 20 A SPARE 26 27 RECEPTACLE FAST TRACK 1023 C S 20 A 1 0.2 0 .0 1 2 A 0 S PARE 2 8 29 RECEPTACLE FAST TRACK 1023 20 A 1 0.4 0.0 1 20 A SPARE 30 31 RECEPTACLE FAST TRACK 1023 20 A 1 0.2 0 0 1 20 A SPARE 32 33 RECEPTACLE FAST TRACK 1022 20 A 1 ri 0.4 0.0 _ _»::.., 1 20 A SPARE 34 35 RECEPTACLE FAST TRACK 1022 20 A 1 _ 0.2 0.0 1 20 A SPARE 36 37 RECEPTACLE FAST TRACK 1022 20 A 1 0.4 0.0 1 20 A SPARE 38 39 RECEPTACLE FAST TRACK 1022 20 A 1 m _, 0.2 0.0 ME. 1 20 A SPARE 40 41 RECEPTACLE FAST TRACK 1021 20 A 1 ,;.' ,,, „ ,_, 0.4 0.0 1 20 A SPARE 42 43 RECEPTACLE FAST TRACK 1021 20 A 1 0 2 0 0 1 20 A SPARE 44 45 RECEPTACLE FAST TRACK 1021 20 A 1 0.4 0.0 1 20 A SPARE 46 47 RECEPTACLE FAST TRACK 1021 20 A 1 , , 0.2 0.0 1 20 A SPARE 48 49 RECEPTACLE EXAM 19 PEDS 1102 20 A 1 0.4 0.0 1 20 A SPARE 50 51 RECEPTACLE EXAM 19 PEDS 1102 53 RECEPTACLE EXAM 19 PEDS 1102 20 A 1 55 RECEPTACLE EXAM 19 PEDS 1102 20 A 1 0.2 0.0 1 20 A SPARE 56 57 RECEPTACLE EXAM 18 PEDS 1103 20 A 1 0.4 0.0 1 20 A SPARE 58 59 RECEPTACLE EXAM 18 PEDS 1103 20 A 1 0.4 0.0 1 20 A SPARE 60 61 RECEPTACLE EXAM 18 PEDS 1103 20 A 1 0.4 0 0 1 20 A SPARE 62 - 02 0.0 1 20A SPARE 64 65 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 66 67 SPARE 20 A 1 0.0 0.0 _ 1 20 A SPARE 68 71 SPARE 20 A 1;z„ _ , _ .. 0.0 0.0 1 20 A SPARE 72 73 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 74 75 SPARE 20 A 1 µ- 0.0 0.0 1 20 A SPARE 76 77 SPARE 20 A 1 z. T.:.,_ _ _. _ 0.0 0.0� 1 20 A SPARE 78 79 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 80 81 PA 0 r 1 0 0 0 0 1 20 A SPARE 82 83 SPARE 20 A 1 _ _ 0.0 0.0 1 1 1 20 A SPARE 84 Phase Connected Load: 3.6 kVA 3.6 kVA 3.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 10.6 kVA 97.17% 10.3 kVA Total Connected Load: 10.6 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 10.3 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 29 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 in255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 EER AR1.M1T'RE www.tic-engineers.com oCopyright2016 TLC Engineering forArchitecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 1%1111111111111 ♦♦♦� �pHER 0"fl Q•\ F •9 2 Ca • PE 66504 Z •STATE OF 0 Ft :O• O. C F I ri H i t o da os to p Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton i A R C H I T E C T DATE SUBMISSION NO. 04.15Ao CONSTRUCTION DOCUMENTS 08.04,16 CCD NO. 1 2 PANEL SCHEDULE NORMAL BRANCH 1NLDP 1NLA 1ALP 1NLB 1NLC PROJ. NO. H-15021.00 SHEET DRAWN MHA Eso2 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 4 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ _ '. I I, _. LL_ - _ L _- I I I _ 1. II L I 1 1 'I I I. 1 .:. 1 1' I I -, .,., I. 11 II 11 i I I l 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 0 s m c 0 y m E �t U w w 0 c a� 0 C w a N 4- CC) ■ rn LO a� 0 m B 0 0 J t0 O N i S U IL M N A Q M a m O C f7 O 00 C U rn c a 0 EXISTING SQUARE D I -LINE HCP Name: 1HCBDP MAIN BREAKER: AMPS (EXISTING CRITICAL BRANCH) MAIN LUGS: 800 AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: ATS-CB K.A.I.C.: 65 AMPS Location: SURGACE MTD: X FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K O T Load T Identification Trip Poles E N (kVA) S 0 1 2LCBDP VIA T2B 40.0 400 A 3 2 SPARE 0.0 250 A 1 3 SPARE 0.0 250 A 1 4 2HCB 25.0 400 A 3 5 1HCB 20.3 250 A 3 2 6 SPARE 0.0 50 A 1 2 7 SPARE 0.0 70 A 1 2 8 SPARE 0.0 70 A 1 9 1 10 1CLDP VIA T-1CLDP 50.2 175 A 3 11 12 13 14 15 16 Total Connected Load: 135.5 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 9.6 kVA 40.00% 3.8 kVA Receptacle 49.8 kVA 60.04 % 29.9 kVA Total Connected Load: 135.5 kVA Motor 0.0 kVA 0.00% 0,0 kVA Total Demand Load: 109.8 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 132 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 76.1 kVA 100.00% 76.1 kVA Elevator 0.0 kVA 0.00% 0,0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 1 0.00% 1 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. 2. EXISTING CIRCUIT TO BECOME SPARE. ALL LOADS WILL BE RECIRCUITED TO NEW PANELS INSTALLED IN PHASE 1. REFER TO PANELSCHEDULES AND OVERALL PLANS FOR DETAILED INFORMATION. DESIGN SELECTION: SQUARE ' D' I -LINE HCP-SU, MAX HEIGHT Name: 1CLDP MAIN BREAKER: 400 AMPS (NEW CRITICAL BRANCH) MAIN LUGS: AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: 1HCBDP K.A.I.C.: 25 AMPS Location: ELEC 1307 SURGACE MTD: X FLUSH MTD: 208/120V X 480Y/277V 240/120V C N K O T ad T Identification Trip Poles E N (kVA) S 0 1 1CLA 26.2 125 A 3 2 1CLB 12.6 125 A 3 3 1 CLC 11.4 125 A 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Total Connected Load: 50.2 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 49.8 kVA 60.04% 29.9 kVA Total Connected Load: 50.2 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 30.3 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 84 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.4 kVA 100.00% 0.4 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD Name: 1 CLA (NEW CRITICAL BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1CLDP SURFACE MTD: X 480YI277V Location: CLEAN / MEDS 1228 FLUSH MTD: 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load NameKi' o T 1 RECEPTACLE TRIAGE 1012 20 A 1 0.4 0 4 2, _ ^ 1 20 A RECEPTACLE EXAM 22 1243 2 3 RECEPTACLE TRIAGE 1012 20 A 1 0.4 0 4 1 20 A RECEPTACLE EXAM 22 1243 4 5 RECEPTACLE TRIAGE 1012 20 A 1 ;>> _ 0.4 0.4 1 20 A RECEPTACLE EXAM 22 1243 6 7 RECEPTACLE TRIAGE 1012 20 A 1 0.2 1 20 A RECEPTACLE EXAM 22 1243 8 9 RECEPTACLE TRIAGE 1013 20 A 1 _0.2 SP 0.4 0.4 1 20 A RECEPTACLE EXAM 24 1245 10 - 11 RECEPTACLE TRIAGE 1013 20 A 1 -- _ ^ ` l0 0.4 0.4 1 20 A RECEPTACLE EXAM 24 1245 12 13 RECEPTACLE TRIAGE 1013 20 A 1 0.4 4 1 20 A RECEPTACLE EXAM 24 1245 14 15 RECEPTACLE TRIAGE 1013 20 A 1,s _;; 0.2 0.2 ': 1 20 A RECEPTACLE EXAM 24 1245 16 17 RECEPTACLE SPACE 2262 20 A 1 _u , ._ 0.4 0.4 1 20 A RECEPTACLE EXAM 26 1247 18 19 RECEPTACLE SPACE 2262 20 A 1 0.4 0.4 Big= k1 20 A RECEPTACLE EXAM 26 1247 20 21 RECEPTACLE SPACE 2262 20 A 1 0.4 0.4 _ Y 1 20 A RECEPTACLE EXAM 26 1247 22 23 RECEPTACLE SPACE 2262 20 A i _ _ry ,; _ ,, 0.2 0.2 1 20 A RECEPTACLE EXAM 26 1247 24 25 RECEPTACLE EXAM 23 2263 20 A 1 0.4 0.2 „q „e „ N _ _ _. 1 20 A RECEPTACLE EXAM 38 1203 26 27 RECEPTACLE EXAM 23 2263 20 A 1 0.4 0.2 1 20 A RECEPTACLE EXAM 38 1203 28 29 RECEPTACLE EXAM 23 2263 20 A 1 _ , .... v, 0.4 0.2 1 20 A RECEPTACLE EXAM 38 1203 30 31 RECEPTACLE EXAM 23 2263 20 A 1 0.2 0.2 i 20 A RECEPTACLE EXAM 38 1203 32 33 RECEPTACLE EXAM 25 2264 20 A 1 0.4 0.2 WMEM 1 20 A RECEPTACLE EXAM 37 1205 34 35 RECEPTACLE EXAM 25 2264 20 A 1 =„ 0.4 0.2 1 20 A RECEPTACLE EXAM 37 1205 36 37 RECEPTACLE EXAM 25 2264 20 A 1 0.4 0.2 MMMMM 1 20 A RECEPTACLE EXAM 37 1205 38 39 RECEPTACLE EXAM 25 2264 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 37 1205 40 41 RECEPTACLE EXAM 27 2265 20 A 1 0.4 0.2 1 20 A RECEPTACLE EXAM 35 1207 42 43 RECEPTACLE EXAM 27 2265 20 A 1 0.4 0.2 1 20 A RECEPTACLE EXAM 35 1207 44 45 RECEPTACLE EXAM 27 2265 20 A 1 - 0.4 0.2 1 20 A RECEPTACLE EXAM 35 1207 46 47 RECEPTACLE EXAM 27 2265 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 35 1207 48 49 RECEPTACLE EXAM 28 2266 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 32 50 51 RECEPTACLE EXAM 28 2266 20 A 1 _ 0.4 0.4 :,, ,,, 1 20 A RECEPTACLE EXAM 32 52 53 RECEPTACLE EXAM 28 2266 20 A 1 0.4 0.4 1 1 20 A I RECEPTACLE EXAM 32 54 55 1 RECEPTACLE EXAM 28 2266 20 A 1 0.2 0.2 ' 1 20 A RECEPTACLE EXAM 32 56 57 RECEPTACLE EXAM 29 1226 20 A 1 0.4 0.4 5-_ , , ; , 1 20 A RECEPTACLE EXAM 33 58 59 RECEPTACLE EXAM 29 1226 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 33 60 61 RECEPTACLE EXAM 29 1226 20 A 1 1 0.4 0.4 1 20 A RECEPTACLE EXAM 33 62 63 RECEPTACLE EXAM 29 1226 20 A 1 0.2 0.2 = 1 20 A RECEPTACLE EXAM 33 64 65 1 RECEPTACLE EXAM 30 1224 20 A 1 0.4 1 0.4 1 20 A RECEPTACLE EXAM 34 66 67 RECEPTACLE EXAM 30 1224 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 34 68 69 RECEPTACLE EXAM 30 1224 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 34 70 71 RECEPTACLE EXAM 30 1224 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 34 72 73 RECEPTACLE EXAM 31 1221 20 A 1 0.4 0.4 - 1 20 A RECEPTACLE EXAM 36 74 75 RECEPTACLE EXAM 31 1221 20 A 1 0.4 0.4 _>x _ 1 20 A RECEPTACLE EXAM 36 76 77 RECEPTACLE EXAM 311221 20 A 1 0.4 0.4 1 1 20 A RECEPTACLE EXAM 36 78 79 RECEPTACLE EXAM 311221 20 A 1 0.2 0.2 ; 1 20 A RECEPTACLE EXAM 36 80 81 SPARE 20 A 1 0.0 ).0 �0.0- 1 20 A SPARE 82 83 SPARE 20 A 1;« ME= 0.0 1 20 A SPARE 84 Phase Connected Load: 9.0 kVA 8.6 kVA 8.6 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 26.2 kVA 69.08% 18.1 kVA Total Connected Load: 26.2 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 18.1 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 50 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: EXISTING SQUARE 'D' NF Name: 1HCB (EXISTING CRITICAL BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 35 AMPS 208Y/120V Fed From: 1HCBDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C C N 0Kr Load Name Trip Poles A B C Poles Trip Load Name o T 1 LIGHTING (LTG) 20 A 1 2.5 1 2 _ 1 20 A BED LIGHTING EXAM ROOMS 21 1 3 LIGHTING LTG 20 A 1 Effig-&-1-5-=�2.5 1 3 1 20 A BED LIGHTING EXAM ROOMS 4 5 LIGHTING (LTG) 20 A 1 0.2 0.2 1 20 A LIGHTING ELECT. MECH ROOMS 6 7 SPACE -- 0.0 1.1 ~1 1 20 A LIGHTING E-110 THRU 120 8 9 LIGHTING (LTG) SHELL SPACE 20 A 1 , .- , ; _ 0.7 1 1 20 A LIGHTING E-104-109,121-124,12 110 1 l l LIGHTING - EXAM ROOMS 20 A 1 = 1.8 0.0 -- - SPACE 12 1 13 LIGHTING -EXAM ROOMS 20 A 1 1.8 0.0 SPACE 14 1 15 LIGHTING - HOSPITAL 20 A 1 1.8 0.0 -- --I SPACE 16 1 17 LIGHTING -HOSPITAL EXAM 1106 20 A 1 . _..._ _ 1.2 0.0 -- -- SPACE 18 1 119 LIGHTING - HOSPITAL FAST TRACK... 20 A 1 0.8 0 0 imam _; -- -- SPACE 20 1 211 LIGHTING - HOSPITAL 20 A 1 2.1 0.0 ^0.0 SPACE 22 23 SPACE -- 0.0 -- -- SPACE 24 25 SPACE -- -- 0.0 0.0 w _ -- -- SPACE 26 27 SPACE -- , ', __.._ 0.0 0.0 -- -- SPACE 28 29 SPACE 1 0.0 0.0 -- -- SPACE 30 31 SPACE -- -- 0.0 00 _ -- -- SPACE 32 33 SPACE -- 0.0 0 0 -- -- SPACE 34 35 SPACE -- - 0.0 0.0 -- - SPACE 36 37 SPACE -- -- 0.0 0 0 ; _ �_ .. _._ ,_ �� .... _ ..; � -- -- SPACE 38 44 39 SPACE -- Y x„ _; 0.0 0.0 ;- „ -- -- SPACE 40 1 SPACE -- 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 7.4 kVA 9.6 kVA 3.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 9.6 kVA 40.00 % 3.8 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 20.3 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 14.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 17 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 10.7 kVA 100.00% 10.7 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. DESIGN SELECTION: SQUARE 'D' NQOD Name: 1 C LC (NEW CRITICAL BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1CLDP SURFACE MTD: X 480Y/277V Location: SOIL HOLD 1107 FLUSH MTD: 240/120V N C C N o K Load Name Trip Poles A B C Poles Trip Load Name K 0 T T T 1 SPARE 20 A 1 0.0 0.4 Y _ 1 20 A RECEPTACLE 2 3 ISPARE 20 A 1 0.0 0.4 1 20 A RECEPTACLE 4 5 SPARE 20 A 1 7 SPARE 20 A 1 0.0 0.2 1 20 A RECEPTACLE 8 9 SPARE 20 A 1 0.0 0.2 M0.2 - 1 20 A RECEPTACLE 10 11 SPARE 20 A 1 ; 0.0 1a 1 20 A RECEPTACLE 12 13 SPARE 20 A 1 0.0 0.2 M1 20 A RECEPTACLE 14 15 SPARE 20 A 1 0.0 0.2 1 20 A RECEPTACLE 16 17 SPARE 20 A 1 _,_ 0.0 0.4 1 20 A RECEPTACLE FAST TRACK 1024 18 19 SPARE 20 A 1 0.0 0.4 11 20 A RECEPTACLE FAST TRACK 1024 20 21 SPARE 20 A 1 0.0 0.4 ; 1 20 A RECEPTACLE FAST TRACK 1024 22 23 SPARE 20 A 1 �0 0.0 0.2 1 20 A RECEPTACLE FAST TRACK 1024 24 0.0 4 Nz 1 20 A RECEPTACLE FAST TRACK 1023 26 27 SPARE 20 A 1 � ` 0 0 0 4 1 20 A RECEPTACLE FAST TRACK 1023 28 29 SPARE 20 A 1 0.) 0.4 1 20 A RECEPTACLE FAST TRACK 1023 30 0.0 0.2 _ 1 20 A RECEPTACLE FAST TRACK 1023 32 33 SPARE 20 A 1 0.0 0.4 1 20 A RECEPTACLE FAST TRACK 1022 34 35 SPARE 20 A 1 n 0.0 0.4 1 20 A RECEPTACLE FAST TRACK 1022 36 37 SPARE 20 A 1 0.0 0.4 ME ;,__ ; 1 20 A RECEPTACLE FAST TRACK 1022 38 39 SPARE 20 A 1 y , , , 0.0 0.2 1 20 A RECEPTACLE FAST TRACK 1022 40 41 SPARE 20 A 1 0.0 0.4 1 20 A RECEPTACLE FAST TRACK 1021 42 43 SPARE 20 A 1 0.0 0.4 BEL 1 20 A RECEPTACLE FAST TRACK 1021 44 45 SPARE 20 A 1 0 0 0 4 1 20 A RECEPTACLE FAST TRACK 1021 46 47 SPARE 20 A 1 0.0 0.2 1 20 A RECEPTACLE FAST TRACK 1021 48 49 SPARE 20 A 1 0.0 0.4 n4; ; , 1 20 A RECEPTACLE EXAM 19 PEDS 1102 50 51 SPARE 20 A 1 0.0 0.4 1 20 A RECEPTACLE EXAM 19 PEDS 1102 52 53 SPARE 20 A 1 v 0.0 0.4 1 20 A RECEPTACLE EXAM 19 PEDS 1102 54 55 SPARE 20 A 1 1 0.0 0.2 1 20 A RECEPTACLE EXAM 19 PEDS 1102 56 57 SPARE 20 A 1 ; , , 0.0 0.4 m in 1 20 A RECEPTACLE EXAM 18 PEDS 1103 58 59 SPARE 20 A 1 _; e_ 0.0 0.4 1 20 A RECEPTACLE EXAM 18 PEDS 1103 60 61 SPARE 20 A 1 0.0 0.4 miX 1 20 A RECEPTACLE EXAM 18 PEDS 1103 62 63 SPARE 20 A 1 0.0 0.2 1 20 A RECEPTACLE EXAM 18 PEDS 110 64 65 SPARE 20 A 1 N_ ,. 0.0 0.0 1 0 PARE 66 67 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 68 69 SPARE 20 A 1 ry ;, 0.0 0 0 - 1 20 A SPARE 70 Z. 0.0 0.0 1 20 A SPARE 72 73 SPARE 20 A 1 0.0 0.2 _ _ V"0.2 2U A AC L E, E X A 1 674 75 SPARE 20 A 1 0.0 _ 10.2 1 20 A RECEPTACLE EXAM 1106 76 77 SPARE 20 A 1 0.0 1 20 A RECEPTACLE EXAM 1106 78 79 SPARE 20 A 1 0 0 0 2 - „ 1 20 A RECEPTACLE EXAM 1106 80 1811 SPARE 20 A 1 0.0 0.0 1 20 A ISPARE 82 83 1 SPARE 20 A 1 ^ 0.0 1 0.0 1 1 20 A I SPARE 84 Phase Connected Load: 4.0 kVA 3.8 kVA 3.6 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 11.4 kVA 93.86% 10.7 kVA Total Connected Load: 11.4 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 10.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 30 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 F I R A R C I ITE C T I R E www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, RE. Florida License #66504 ♦��. �,tcT4PHFR'�. do 665p 9 Z - �"^ :� E OF SZ••OR 1 D A L EN ''�rrIrI11T���� Florida Hospital zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15,16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 08.04.16 CCD NO. 1 2 PANEL SCHEDULE CRITICAL BRANCH 1HCBDP 1CLDP 1HCB 1CLA 1CLC PROJ. NO. H-15021,00 SHEET DRAWN MHA _� E804 1 ■ 2 ■ 3 ■ 4 ■ 5 IN 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 ■ I I 1 I I I I II I 1'1!lig, I , 11 J=rrL 1:-,!11 1 , I I 1 II 1111111 1 11 1 I I 1 1 - --- -- _ _ - _-- _ _.._ .- _ - _ _ __-I _ -.. Ill.. I _ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ ' M i ■ L ■ K ■ J ■ H ■ G ■ F ■ ✓' E ■ 0 w co c 0 c~3 E I co ■ tY U W J W O C N C 0 w L a N co ■ It In _y N O M m B C) O J O N D ■ - CU 9 (L 00 ``i A N C( CV) CD N n C M O co C 7 U 0 a 0 EXISTING SQUARE D I -LINE HCP Name: 1HLSDP MAIN BREAKER: AMPS (EXISTING LIFE SAFETY BRANCH) MAIN LUGS: 400 AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: ATS-LE K.A.I.C.: 35 AMPS Location: SURGACE MTD: FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K 0 T ad T Identification Trip Poles E N (kVA) S 0 1 1 1HLS 59.4 250 A 3 2 SPARE 0.0 250 A 3 3 SPARE 0.0 250 A 3 1 4 21ILS 10.0 250 A 3 5 6 7 8 9 10 11 12 Total Connected Load: 69.4 kVA _ CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 3.3 kVA 40.00% 1.3 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 69.4 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 67.4 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 81 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 63.5 kVA 100,00% 63.5 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. CIRCUIT AFFECTED BY SCOPE OF WORK. EXISTING SQUARE 'D' NF Name: 2HLS (EXISTING LIFE SAFETY BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 18 AMPS 208Y/120V Fed From: 1HLSDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C C N OT Load Name Trip Poles A B C Poles Trip Load Name T 0 T 1 LIGHTS 20 A 1 3.6 0.0 -- -- SPACE 2 3 1 LIGHTS AND EXIT SIGNS 20 A 1 , 2.1 0.0 x_ _ ,, r, -- -- SPACE 4 5 LIGHTS STAIRWELL R201 NORTH 20 A 1 Ed 0.6 0.0 -- -- SPACE 6 7 LIGHTS AND EXIT SIGNS 20 A 1 0.5 0.0 _ -_- -- -- SPACE 8 9 LIGHTS AND EXIT SIGNS 20 A 1 1.2 0.0 MIE -- -- SPACE 10 11 LIGHTS STAIRWELL SOUTH 20 A 1 _- 0.6 0.0 -- -- SPACE 12 1 13 LIGHTING - ELEV LOBBY 20 A 1 0.1 0.0 10 ._= = -- -- SPACE 14 15 1 SPACE -- -- 0.0 0.0 __:» ,., -, , , ` -- -- SPACE 16 17 SPACE -- -- __. _, ,r . ,_r ..... w,...5' 0.0 0.0 -- -- SPACE 18 19 SPACE -- -- 0 0 0.0 P, M-- -- SPACE 20 21 SPACE -- -- __ ::. _: 0.0 0.0 ._.. -- -- SPACE 22 23 SPACE -- -- - ., .... 0.0 0.0 -- -- SPACE 24 25 SPACE -- -- 0.0 0.0 -- -- SPACE 26 27 SPACE -- -- 0.0 0.0 -- -- SPACE 28 29 SPACE -- -- _... 0.0 0.0 -- -- SPACE 30 31 SPACE -- -- 0.0 0.0 -- -- SPACE 32 33 SPACE -- -- 0.0 0.0 -- -- SPACE 34 35 1 SPACE 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 10.0 3 45 A TRANSFORMER T2A 1381 39 SPACE -- -- 1 -- --1401 -- 41 SPACE 10.0 -- -- -- 42 phase Connected Load: 14.2 kVA 13.3 kVA 11 .2 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital Life Safety 0.1 kVA 100.00% 0.1 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 38.7 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 38.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 46 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 38.6 kVA 100.00% 38.6 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 1 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE D NF Name: 1HLS (EXISTING LIFE SAFETY BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 18 AMPS 208Y/120V Fed From: 1HLSDP SURFACE MTD: X X 480Y/277V Location: EXIST. ELEC FLUSH MTD: 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name O T T 1 LIGHTS AND EXIT SIGNS 20 A 1 2.7 1.2 1 20 A LIGHTS - RM 102, AMBULANCE DRIVE 2 3 LIGHTS AND EXIT SIGNS 20 A 1 3.4 1.0 1 20 A EMERGENCY ENTRY SIGN 4 5 LIGHTS AND EXIT SIGNS 20 A 1 2.7 1.3 1 20 A LIGHTS CORRIDOR 190 6 1 7 LIGHTING - ED 20 A 1 2.8 1 4 - 1 20 A LTG CORR. 11.117, LOBBY 101 8 1 9 LIGHTING - ED 20 A 1 w 3.1 0.4 _ 1 20 A CANOPY LIGHTING 10 11 SITE LIGHTING 20 A 1 2.3 0.6 1 20 A CANOPY LIGHTING 12 13 SITE LIGHTING 20 A 1 2.3 0.5 .....0.0 1 20 A LTG CORR. E-101,102,103 14 15 SITE LIGHTING 20 A 1 u__� _.._ 1.8 �: -- -- SPACE 16 17 SITE LIGHTING 20 A 1 ::.. 1.8 0.0 -- -- SPACE 18 19 SPACE -- -- 0.0 0.0 SPACE 20 21 SPACE -- - - 0.0 0.0 , _ _ -- -- SPACE 22 23 SPACEElm -- - _ 0.0 0.0 -- -- SPACE 24 25 SPACE - - - -1M0.0-- 0 0 -- SPACE 26 27 SPACE -- - 0.0 0 .0 -- -- SPACE 28 29 SPACE -- - = _ _ „ . 0.0 OA -- -- SPACE 30 31 SPACE -- -- 0.0 0.0 _ _ -0.0 -- -- SPACE 32 33 SPACE -- - 0.0 -- -- SPACE 34 35 SPACE -- - 3 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 10.0 3 45 A TRANSFORMER T1G 38 39 SPACE -- - 0.0 10.0 -- -- -- 40 41 SPACE 0... 0 10.0 -- -- -- 42 Phase Connected Load: 21.0 kVA 19.7 kVA 18.7 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 3.3 kVA 40.00% 1.3 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 59.4 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 57.4 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 69 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 53.5 kVA 100.00% 53.5 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE 'D' NQOD Name: 1 LLS (EXISTING LIFE SAFETY BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1HLS SURFACE MTD: 480Y/277V Location: EXIST. ELEC FLUSH MTD: 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name O T T 1 MED GAS ALARM PANEL RM 138 20 A 1 0.0 0.5 _ _ _ 1 20 A INTERCOM AMP 2 3 1 MED GAS ALARM PANEL RM 175 20 A 1 0.0 0.5 1 20 A ELEVATOR 155 LIGHTS 4 5 AUTOMATIC EMS DOORS 106 20 A 1 1.0 0.5 1 20 A ELEVATOR 195A LIGHTS 6 7 AUTOMATIC DOORS 132 20 A 1 1.0 0.4 1 20 A AUTOMATIC DOORS 8 9 AUTOMATIC DOORS 20 A 1 - 0.2 0.5 __ _ 1 20 A ELEVATOR 196A LIGHTS 10 11 AUTOMATIC DOORS A115 20 A 1 0.1 0.5 1 20 A ELEVATOR 196B LIGHTS 12 13 SPACE -- _MMMa -- 0.0 0.4 , 1 20 A PRESSURE MONITOR EXAM ISO ROOM 14 1 15 EXISTING LOAD 20 A 1 = x 0.0 0.2 n ... 1 20 A FATC COMM 1019 16 1 17 SPACE - 1 0.0 0.4 1 20 A AP-1-1, AP-1-2 20 1 1 21 EXISTING LIGHTING 20JA 1 0.4 0.4 _ 1 20 A AUTODOOR 22 1 1 23 EXISTING LIGHTING 20 1 _. 0 4 0.2 1 20 A MASTER ALARM PANEL 24 1 25 EXISTING LIGHTING 20 1 0.4 0 0 -- -- SPACE 26 1 27 EXISTING LIGHTING 20 1:� �� _ 0.4 0.0 � - -- SPACE 28 1 29 EXISTING LIGHTING 20 1 -n.__ ^ _ - 0.4 0.0 -- -- SPACE 30 1 31 EXISTING LIGHTING 20 Al1 0.4 0.0 _ _ _ -- -- SPACE 32 1 33 EXISTING LIGHTING 20 A 1 0.4M 0.0 -- -- SPACE 34 37 1 SPACE -- -- 0.0 0.0 _ .._.:___... _» v_ .. = -- -- SPACE 38 39 1 SPACE -- - „�. _. ._ 0.0 0.0 _ ..�_�: -- -- SPACE 40 41 SPACE -- - - 0.0 0.0 ISPACE 1421 Phase Connected Load: 3.6 kVA 3.1 kVA 3.3 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 9.9 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 9.9 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 28 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 9.9 kVA 100.00% 9.9 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. CIRCUIT REFED FROM EXISTING PANEL SA DUE TO PHASE 1 DEMOLITION. UTILIZE EXISTING SPACE FOR CIRCUIT. DESIGN SELECTION: SQUARE 'D' NF Name: 2LSHA (NEW LIFE SAFETY BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 35 AMPS 208Y/120V Fed From: EAB SURFACE MTD: X X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name o T T 1 T-LSLA 70 A 3 0.2 2.9 _ __ 1 20 A LIGHTING -HOSPITAL LIFE SAFETY 2 3 -- -- -- 0.2� 0.0� 1 20 A SPARE 4 5 -- -- -- _. 0.0 0.0 1 20 A SPARE 6 7 SPARE 20 A 1 0.0 0 0 1 20 A SPARE 8 9 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 10 11 SPARE 20 A 1 _ _ „ „ : 0.0 1 0.0 1 20 A SPARE 12 13 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 14 15 SPARE 20 A 11 0.0 0.0 1 20 A SPARE 16 17 SPARE 20 A 1� 0.0 0.0 1 20 A SPARE 18 19 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 20 21 SPARE 20 A 1 0.0 0.0 1 20 A I SPARE 22 23 SPARE 20 A 1 :. i 0.0 0.0 1 20 A SPARE 24 25 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 26 27 SPARE 20 A 1 _. x.:.....___: 0.0.0 0.0 S_ :� _.._._ ._ 1 20 A SPARE 28 29 SPARE 20 A 1 v 0.0 0.0 1 20 A SPARE 30 31 SPARE 20 A 1 0.0 0.0 _: _ _ 1 20 A SPARE 32 33 SPACE -- -- _y : y : 0.0 0.0 SPACE 34 35 SPACE -- -- 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 0.0 39 SPACE 41 SPACE -- -- ? 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 3.1 kVA 0.2 kVA 0.0 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital Life Safety 2.9 kVA 100.00% 2.9 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 3.3 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 3.3 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 4 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.4 kVA 100.00% 0.4 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 1 0.00% 0.0 kVA X-Ray 0.0 kVA PO.00 % 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD Name: 2LSLA (NEW LIFESAFETY BRANCH) MAIN BREAKER: 100 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 2LSHA SURFACE MTD: X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V N C C N 0 T Load Name Trip Poles A B C Poles Trip Load Name O T 1 AP-2-1 20 A 1 0.2 0.0 _y 3 FATC COMM 2221 20 A 1 = 0.2 0.0 1 20 A SPARE 4 5 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 6 7 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 8 9 SPARE 20 A 11 SPARE 20 A 1 _�: 0.0 0.0 1 20 A SPARE 12 13 SPARE 20 A 1 0.0 0.0 ,P.... 1 20 A SPARE 14 15 SPARE 20 A 1 �. 0.0 0.0 _ 1 20 A SPARE 16 17 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 18 19 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 20 21 SPARE 20 A 1 0.0 0.0 _ , , x, . 1 20 A SPARE 22 23 SPARE 20 A 1 t .. 0.0 0.0 1 20 A SPARE 24 25 SPARE 20 A 1 0.0 0 0 1 20 A SPARE 26 27 SPARE 20 A 1 „ _ ; 0.0 0.0 1 20 A SPARE 28 29 SPARE 20 A 1, ., 0.0 0.0 1 20 A SPARE 30 31 SPACE -- -- 0.0 0.0 ~ 1 20 A SPARE 32 33 SPACE -- -- s. 0.0 0.0 . , -- -- SPACE 34 37 SPACE -- -- 0.0 0.0 SPACE 38 SPACE -- -- _.._ .._39 0.0 0.0 Mimi -- -- SPACE 40 1411 SPACE � �� � � �`" � `1 0.0 0.0 -- -- SPACE 42 phase Connected Load: 0.2 kVA 0.2 kVA 0.0 kVA CONN, DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital Life Safety 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 0.4 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 0.4 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 1 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.4 kVA 100.00% 0.4 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 1 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 1HLSDP NLS 2LSHA 2HLS 1LLS 2LSLA 255 S. Orange Avenue [a Suite 1600 Orlando, FL 32801 Phone:407-841-9050 EN G INEE R I N G Fax: 407-540-0234 FORARC117ECTBRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 JOPHER O .• 9 PE 66504 • *: • � M r . ' STATE OF R.I O S'ONA i 'EN�; �F:y11t Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton Brady ARCH ITECT -3 04.15.16 CONSTRUCTION DOCUMENTS 08D4.16 CCD N0. I 1 PANEL SCHEDULE LIFE SAFETY BRANCH PROJ. NO. H-15021,00 SHEET DRAWN MHA Eso6 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 - -- - --- I I I- -- -- --' �� J I9 9I 111 111111 111 11 1 1 1 11 1 1 1 1, 1_ _ _ _ _ _ _ _ � _ _ _ _ _ IL _u ■ 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 ■ c� c 0 Cn m EI co ■ U w J w O c a� cr_ C 0 w a aD N _ Ur C■ rn LO Lr v 0 Ta B U O J co 0 N _ U :o D u 5/� C W a- U � o N A � M n m o p N fM O CCC! C O L U rn a 0 EXISTING SQUARE D I -LINE HCP Name: 1HEQDP MAIN BREAKER: AMPS (EXISTING EQUIPMENT BRANCH) MAIN LUGS: 800 AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: ATS-EQ K.A.I.C.: 65 AMPS Location: SURGACE MTD: FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K O T Load T Identification (kVA) Trip Poles E N S O 1 1 1HEQ 83.7 125 A 3 1 2 12HEQ 40.0 225 A 3 1 3 3HEQ 50.0 400 A 3 4 SPARE 0.0 250 A 3 2 5 ELEVATOR 30.0 125 A 3 6 VAC -PUMP 30.0 125 A 3 7 8 9 10 11 12 Total Connected Load: 233.7 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 233.7 kVA Motor 42.1 kVA 123.75% 52.1 kVA Total Demand Load: 241.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 291 A Cooling 14.6 kVA 85.00% 12.4 kVA Other 177.0 kVA 100.00% 177.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. CIRCUIT AFFECTED BY SCOPE OF WORK. 2. UTILIZE EXISTING SPACE FOR NEW LOAD. N DESIGN SELECTION: SQUARE 'D' NF Name: 2EOHA (NEW EQUIPMtNT BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 35 AMPS 208Y/120V Fed From: EQB SURFACE MTD: X X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V N C C N 0 K Load Name Trip Poles A B C Poles Trip Load Name K O 1 RTU-2A 25 A 3 3.7 0.0 4 „` :' 1 20 A SPARE 2 3 -- -- -- 0.0 3.7 ; 1 20 A SPARE 4 5 -- -- -- _..s..r ..... : .- _... 3.7 0.0 1 20 A SPARE 6 7 EF-2A 15 A 3 1.3 0.0 _ s : v,�, 100 1 20 A SPARE 8 9 -- -- -- = 1.3 0.0 _ . ... _., 1 20 A SPARE 10 1.3 0.0 ` ,y ; _. ' n, 0.7 0.0 1.3 0.0 1 20 A SPARE 12 13 EF-2B 15 A 1 1 20 A SPARE 14 15 T-2ELA 50 A 3 1 20 A SPARE 16 17 -- -- - 4 0.4 0.0 1 20 A SPARE 18 19 -- -- -- 0.4 0.0 _,. ,. r 1 20 A SPARE 20 21 SPARE 20 A 1 j 0.0 0.0 % 1 20 A SPARE 22 23 SPARE 20 A 1 s ' z 0.0 0.0 1 20 A SPARE 24 25 1 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 26 27 SPARE 20 A 1 "N. 0.0 0.0 s 1 20 A SPARE 28 29 SPARE 20 A 1 K 0.0 0.0 1 20 A SPARE 30 31 SPARE 20 A 1 0.0 0.0 . ,., r .. �� 1 20 A SPARE 32 33 SPACE -- --. ,._ �. .. . .. 0.0 0.0 n 1 -- -- SPACE 34 35 1 SPACE -- -- 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 0.0 �, ,., .,, . -- -- SPACE 38 39 SPACE -- -- -...< 0.0 0.0. v r_. `.., -- -- SPACE 40 41 SPACE -- -- «_� , , ,<< ,, _ 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 6.7 kVA 5.7 kVA 5.4 kVA CONN. DEMAND DEMAND LOAD.,. FACTOR LOAD... Lighting - Hospital 0.1 kVA 40.00 % 0.0 kVA Receptacle 0.4 kVA 100.00% 0.4 kVA Total Connected Load: 17.8 kVA Motor 0.2 kVA 125.00% 0.3 kVA Total Demand Load: 15.3 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 18 A Cooling 16.3 kVA 85.00% 13.9 kVA Other 0.8 kVA 100.00% 0.8 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD Name: 2EOLA (NEW CRITI L BRANCH) MAIN BREAKER: 100 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 2CHA SURFACE MTD: X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V N C N O K Load Name Trip Poles A B C Poles Trip Load Name JK O 1 UV LIGHT RTU-2A 20 A 1 0.2 0.0 1 20 A SPARE 2 0.0 EMU= 1 20 A SPARE 4 5 FCU ELEC 2220 20 A 1 4.. ; 0.2 0.0 1 20 A SPARE 6 7 SPARE 20 A 1 0.0� 0.0 1 20 A SPARE 8 0 0 1 0.2 0.0 1 20 A SPARE 10 11 CTU ELEC 2220 20 A 1 0.2 0.0 1 20 A SPARE 12 13 RECEPTACLE 20 A 1 0.5 0.0 15 SPARE 20 A 1 0.0 0.0 rt 1 20 A SPARE 16 17 SPARE 20 A 1 `. 0.0 0.0 1 20 A SPARE 18 19 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 20 21 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 22 23 SPARE 20 A 1 0.0� 0.0 1 20 A SPARE 24 25 1 SPARE 20 A 1 0.0 0.0 ,. , ? 1 20 A SPARE 26 27 SPARE 20 A 1 0.0 0.0 "5 1 20 A SPARE 28 29 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 30 31 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 32 33 SPACE -- -- Y 0.0 0.0 ,,, -- -- SPACE 34 35 SPACE -- -- _ _ 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 0.0 SPACE 38 39 SPACE -- -- 0.0 0.0 T;.; -- -- SPACE 40 41 SPACE -- --..;�-x �.,: ..,: ,� -„��)�. 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 0.7 kVA 0.4 kVA 0.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.1 kVA 40.00% 0.0 kVA Receptacle 0.4 kVA 100.00% 0.4 kVA Total Connected Load: 1.5 kVA Motor 0.2 kVA 125,00% 0.3 kVA Total Demand Load: 1.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 4 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.8 kVA 100.00% 0.8 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0,00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: EXISTING SQUARE 'D' NF Name: 1HEQ (EXISTING EQUIPMENT BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 35 AMPS 208Y/120V Fed From: 1HEQDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C C N 0 K Load Name Trip Poles A B C Poles Trip Load Name K o 1 OTHER 20 A 3 0.3 0.3 3 20 A FUTURE STERILIZER 2 3 - - - -- -- -- -- 4 5 -- -- -- _ :_ .. 0.3 0.3 -- -- -- 6 7 OTHER 20 A 1 3 0.3 0.3 3 50 A OTHER 8 -- -- 10 11 -- -- -- 0.3 0.3 -- -- - 12 13 LIFT STATION DISH ROOM 30 A 3 0.4 0.9 „- „�a;_„,",99__ 3 15 A -ED-1 WAITING 1002 14 1 15 -- -- -- 0 4 0.9 -- - -- 16 2- 18 17 -- -- -- _ _" �.,_ _ ____:-, - 0.4 0.9 -- 14 SPACE -- -- 0.0 13.3 Y, :. --- 3 90 A MOTOR ELEV. MACH. ROOM 1016 20 1 21 SPACE -- -- 0.0 13.3 22 23 SPACE -- -- ,z - _ _ _. �.. n �a .. 0.0 13.3 -- -- -- 24 25 SPACE -- -- 0.0 2.8 3 20 A COOLING 26 1 27 SPACE -- -- 0.0 2.8 -- -- -- 28 29 SPACE -- -- �.. 0.0 2.8 -- -- -- 30 31 SPACE -- -- 0.0 0.0 �,�, , , . . , w <. -- -- SPACE 32 33 SPACE -- -- , , ,,, , 0.0 0.0 „ ,_ -- -- SPACE 34 35 SPACE -- -- _ _ _; 0.0 0.0 -- -- SPACE 36 37 SPARE 20 A 1 0. 0 10.1 _.. 3 70 A T1D 38 39 SPACE -- -- 0.0 9.9 -- -- - 40 41 SPACE -- -- 0.0 7.8 -- -- -- 42 Phase Connected Load: 28.7 kVA 28.6 kVA 26.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 83.7 kVA Motor 42.1 kVA 123.75% 511 kVA Total Demand Load: 91.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 110 A Cooling 14.6 kVA 85.00% 12.4 kVA Other 27.0 kVA 100.00% 27.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE 'D' NQOD Name: 1 LEO (EXISTING EQUIPMENT BRANCH) MAIN BREAKER: 150 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1HEQ SURFACE MTD: X 480Y/277V Location: FLUSH MTD: 240/120V N O C C N O K Load Name Trip Poles A B C Poles Trip Load Name T 1 WASHER/DISINFECTOR RM 103 40 A 3 3.0 0.5 MM , „ ,^ „ ,. ,' 3 20 A ESTERIS COMPRESSOR 2 3 -- -- -- . =- _x._.._.,. 3.0 0.5 a_ -- -- -- 4 5 -- -- -- 3.0 0.5 -- -- -- 6 7 AIR COMPRESSOR RM 103 20 A 1 0.4 0.5 1 20 A STERIS COMPRESSOR 8 9 STERILIZER CONTROL RM 109 20 A 1 0,2 0.5 « ` 1 20 A STERIS COMPRESSOR 10 11 AIR COMPRESSOR RM 110 20 A 1 0.4 0.1 1 20 A FCU E191 12 13 FIRE/SMOKE DAMPERS 20 A 1 0.3 0.9 v - 1 5 FIRE/SMOKE DAMPERS 20 A 1 0 4 0 3 1 20 A MOTOR ELEC 1307 ELEV RM , 16 1 17 FIRE/SMOKE DAMPERS 20 A 1 ;, 0 2 0,0 -- -- SPACE 18 19 FIRE/SMOKE DAMPERS 20 A 1 0.2 1.0 O 0 21 FIRE/SMOKE DAMPERS 20 A 1 0 4 1.0 _ -- -- -- 22 23 SPACE -- -- a .., ._.. 0.0 1 1.0 1 1 20 A SUMP PUMP ELEV. 10E1 24 1 25 SPACE -- -- 0.0 1.0 x x „ T 1 20 A MOTOR ELEV. MACH. ROOM 1016 26 1 27 SPACE -- -- 0.0 0.8 1 20 A ECM CIRCULATION 1009 28 1 29 1 SPACE -- -- _Ono M 0.0 0.0 1 20 A COOLING ELEC 1307 30 1 31 STERILIZER PREP RM 110 20 A 3 1.0 0.2 1 20 A DDC ROOF 32 1 33 - -- -- 1.0 0.2 ..._ Fum 1 20 A COOLING 34 35 - -- -- - _ _.. --_� 1.0 0.0 -- -- SPACE 36 37 STERILIZER PREP RM 110 20 A 3 1.0 0.2 ,;`3 1 20 A PNEUMATIC TUBE STATION E121 38 39 -- -- -- 1.0 0.6 1 20 A REFRIGERATOR E123 40 41 -- 1.0 0.6 1 20 A WARMING CABINET E124 42 Phase Connected Load: 10.1 kVA 9.9 kVA 7.8 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 27.7 kVA Motor 2.1 kVA 111.90% 2.4 kVA Total Demand Load: 27.5 kVA Heating 0.0 kVA 0,00% 0.0 kVA Demand Amps: 76 A Cooling 3.4 kVA 85.00% 2.9 kVA Other 22.2 kVA 100.00% 22.2 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE 'D' NF Name: 2HEO (EXISTING EQUIPMENT BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 18 AMPS 208Y/120V Fed From: 1HEQDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C C N oK Load Name Trip Poles A B C Poles Trip Load Name O T 1 1 EF-1A 15 A 3 1.3 0.0 4 , „-„ 4 -- -- SPACE 2 3 = ,., -y�.' 1.3 0.0 -- -- SPACE 4 5 1.3 0.0 -- -- SPACE 6 1 7 EF-ED 1 15 A 3 1.3 0.0 miff -- -- SPACE 8 9 -- -- - 1.3 0.0 -- -- SPACE 10 1.3 0.0 -- -- SPACE 12 13 SPACE -- -- 0.0 0.0 ��_ . _ _ _ . __.-. -- SPACE 14 15 SPACE -- - 0.0 0.0 -- -- SPACE 16 17 SPACE -- - . _�_. _ ._ _ .__.. 0.0 0.0 -- -- SPACE 18 19 SPACE -- -- OA 0.0 .. m SPACE 20 21 SPACE -- - 0.0 0.0 - SPACE 22 23 SPACE 0.0 0.0 -- -- SPACE 24 25 SPACE -- - 0.0 0.0 SPACE 26 27 SPACE -- - 0,0 0.0 -- -- SPACE 28 29 SPACE -- - 0.0 0.0 -- -- SPACE 30 1311 SPACE -- -- 0.0 0.0 <„ ,; _ :.- »._, -- -- SPACE 32 33 SPACE 0.0 0.0 ' -- -- SPACE 34 35 SPACE -- - 0.0 0.0 -- -- SPACE 36 37 SPACE -- - 0.0 15.0 -, ,< <_ .. :. .' 3 20 A TRANSFORMER T2C 38 39 SPACE -- -0.0 15.0-- -- -- 41 SPACE -- - 0.0 15.0 -- -- -- 42 Phase Connected Load: 17.5 kVA 17.5 kVA 17.5 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0,0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 52.6 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 51.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 62 A Cooling 7.6 kVA 85.00% 6.5 kVA Other 45.0 kVA 100.00% 45.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE 'D' NQOD Name: 2LEO (EXISTING EQUIPMENT BRANCH) MAIN BREAKER: 150 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: AMPS X 208Y/120V Fed From: 2HEQ SURFACE MTD: X 480Y/277V Location: FLUSH MTD: 240/120V N C C N o K Load Name Trip Poles A B C Poles Trip Load Name K O 1 NURSE STATION 206 MED 20 A 1 1.0 1.0 _ 1 20 A ENDOSCOPE 2 3 NURSE STATION 206 REF 20 A 1 0 4 1.0 1 20 A ENDOSCOPE 4 5 REFRIGERATOR 20 A 1 , ; , .,, ,, , , , _ ,. , , ,; 0.3 0.3 1 20 A REF CORRIDOR 253 6 7 FREEZER 20 A 1 1.1 1.0 z 1 20 A MED CORRIDOR 253 8 9 REF. RM 211 20 A 1 0.2 1.0 1 20 A MED CORRIDOR 253 10 11 MED. RM 211 20 A 1 1.0 1.0 1.0 1.7 1 20 A REF CORRIDOR 271 12 13 MED. RM 211 20 A 1 1 20 A MED CORRIDOR 271 14 15 STERILIZER/WASHER RM 288 20 A 1 1.8 1.0 <. -.4`, 1 20 A MED CORRIDOR 271 16 17 WARMER CABINET RM 294 20 A 1 , , r r 4 s 1 6 1.7 1 20 A STERILIZER RM 255 18 19 STERILIZER RM 288 & 294 20 A 1 0.7 1.5 1 20 A WARMING CABINET RM 255 20 21 WARMING CABINET RM 288 20 A 1 221.6 1.2 = 1 20 A REFRIGERATOR CORRIDOR 290 22 23 WASHER/STERILIZER RM 294 20 A 1 1.8 0.6 1 20 A REFRIGERATOR CORRIDOR 290 24 25 WARMING CABINET RM 274 27 STERILIZER RM 274 20 A 1 1.7 1.8 11 1 20 A WASHER/STERILIZER RM 291 28 29 WARMING CABINET RM 278 20 A 1 mm0.4 1.6 1.6 20 A WARMING CABINET RM 291 30 31 STERILIZER RM 278 20 A 1 1.7 1 20 A STERILIZER RM 291 INCUBATOR 32 33 WARMING CABINET RM 282 20 A 1 Y, , 1.6 0.6 1 20 A REFRIGERATOR CORRIDOR 271 34 35 STERILIZER RM 282 20 A 1 1.7 1.0 1 20 A MED CABINET 271 36 37 SPACE -- - 0.0 0.5 -�. 2 20 A FCU-2-1 ELEV LOBBY 2101 38 1 39 SPACE - - - 00 OS . . ....... .: -- -- -- 40 41 SPACE 4: 0.. 0 0.0 -- -- SPACE 42 43 ETS 1,2,3,4 RMS 251,253 20 A 1 1..2 0.0 1'n SPACE 44 45 ETS 5,6,7,8 RM 271 20 A 1 1.2 0.0 ' -- -- SPACE 46 47 ETS 9,10,11,12 RMS 271,290 20 A 1 . 1.2 0.0 -- -- SPACE 48 49 SPACE -- - 0.0 0.0 SPACE 50 51 SPACE -- -� �= 0.0 0.0 SPACE 52 53 1 SPACE -- - ._ 0.0 0.0 -- -- SPACE 54 55 SPACE -- -- 0.0 0.0 -- -- SPACE 56 57 SPACE -- - 0.0 0.0 wf., -- -- SPACE 58 59 SPACE -- - 0.0 0.0 -- -- SPACE 60 61 SPACE -- -- 0.0 0.0 " -- -- SPACE 62 63 SPACE -- - _ , : 0.0 0.0 „T _ -- -- SPACE 64 65 SPACE -- - n- „ „_�, , 0.0 0.0 -- -- SPACE 66 67 SPACE -- -- 0.0 0.0 -- -- SPACE 68 69 SPACE 0.0 0.0 SPACE 70 71 SPACE -- - 0.0 0.0 -- -- SPACE 72 73 SPACE -- - 0.0 0.0 - -- SPACE 74 75 SPACE -- - ` 0.0 0.0 21 SPACE 76 77 SPACE -- - , = , m 0.0 0.0 -- -- SPACE 178 79 1 SPACE -- - OA 0.0 -- -- SPACE 80 1811 SPACE -- - 0.0 0.0 __ _ -- -- SPACE 82 83 SPACE -- - 0.0 0.0 -- -- SPACE 84 Phase Connected Load: 14.5 kVA 15.5 kVA 16.1 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 46.1 kVA Motor 0,0 kVA 0.00% 0.0 kVA Total Demand Load: 45.9 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 127 A Cooling 1.0 kVA 85.00% 0.9 kVA Other 45.0 kVA 100.00% 45.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0,0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. i 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 1HEQDP 1HEQ 2HEQ 2EQHA 1LEQ 2LEQ 2EQLA 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FERRRCRITECTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 I/ti11111011 OPHEO PE 66504 w *� r �p.��• •STATE OF '�� Sh • • • • 'NCB Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION H u nt 0-- n ARCH ITEC=T DATE SUBMISSION NO. m4.15,16 CON87RUGtION DOCUM�NtS 08.04,16 CM NO, 1 2 PANEL SCHEDULE EQUIPMENT BRANCH PROJ. NO. H-15021.00 SHEET DRAWN MHA ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody Architects 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 _I P 11_.. - - _. i ii i..._.. _. -1, 1 i - ----— -- ._ _._ - — -- -- -- - - - — - - - - - - - - _ _. 1�-- -- ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R r ; P ■ O ■ N ■ M ■ L ■ K ■ J E ■ H ■ G ■ F ■ E ■ D Cd m Y_ E tDi 2 U w F- b c m C 0 w N 00 ■ rn v h N 0 cm B 0 O J to O N ice\ a co O N 00 A d M N m M c c U L rn L a 0 ., ............__._ D -1 j II rF„2 ����a, 1 9a �°� �• D D C, 1 TECHNOLOGY PLAN -1ST LEVEL - PHASE 1 1/8" = 11-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL NOTES: 1. USE EXISTING CABLE TRAY WHERE AVAILIBLE. PROVIDE ADDITIONAL CABLE SUPPORT WHERE NEEDED. O PLAN NOTES 1 PROVIDE CEILING SPEAKER, COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN. SEE SPEAKER DETAIL FOR SPECIFICATION AND INSTALLATION REQUIREMENTS. 2 PROVIDE AUDIO CABLE, MINIMUM 16 AWG, TO THE EXISTING TELECOMMUNICATIONS ROOM NOTED. CONNECT CABLING TO WALL MOUNTED PAGING AMPLIFIER. 3 AT CEILING MOUNTED CAMERA PROVIDE NETWORK CONNECTION SECURELY MOUNTED ABOVE THE CEILING. CAMERA AND PATCH CORD SHALL BE SUPPLIED BY OWNER INSTALLED BY STRUCTURED CABLING CONTRACTOR. 4 PROVIDE NETWORK CONNECTION FOR DDC PANEL, COORDINATE LOCATION AND CONNECT PER REQUIREMENTS WITH MECHANICAL CONTRACTOR. In255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FOR RRCRI TECTURE www.tic•engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 .10PHER F •9 PE 66504 13 STATE OF Florida Hospital Zephyrhills' ED EXPANSION & ORTHO RENOVATION H u n t 0- n A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO.1 2 TECHNOLOGY PLAN - LEVEL 1 PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN TLC T 22 11 ■ 15 IN 16 ■ 17 IN 18 ■ 19 ■ 20 Copyright HuntonBrody 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 f..�1 R P ■ 0 ■ N ■ M ■ L ■ K ■ J 0 ■ H ■ G ■ F ■ 1 E ■ D Ci m Y_ E (0t ry 2 U w F- b c a� ry C 0 w z T1 N IL cCD ■ 0 ro B U O J co O N 0 > ry ■ � U y 00 66 U � A o � M OD U 1= rn L CL 0 .I 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 118" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL NOTES: 1. USE EXISTING CABLE TRAY WHERE AVAILIBLE. PROVIDE ADDITIONAL CABLE SUPPORT WHERE NEEDED. O PLAN NOTES 1 PROVIDE CEILING SPEAKER, COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN. SEE SPEAKER DETAIL FOR SPECIFICATION AND INSTALLATION REQUIREMENTS. 2 PROVIDE AUDIO CABLE, MINIMUM 16 AWG, TO THE EXISTING TELECOMMUNICATIONS ROOM NOTED. CONNECT CABLING TO WALL MOUNTED PAGING AMPLIFIER. 3 AREA OF CONSTRUCTION ASSOCIATED WITH ALTERNATE ONE, REPLACE EXISTING OUTLETS AS zh REQUIRED AND PROVIDE OUTLETS AS SHOWN. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FORARCRITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 �% PHER 0 10 V' PE 66504 �',p r � ` :'� - ` STATE OF 4✓ Q��` ..4.0 .< O R 1 ' % Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION H u n to -r-i A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO, 1 1 08.04,16 CCD N0,1 2 TECHNOLOGY PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN TLC T211 2 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 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 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 O PLAN NOTES il R ■ P ■ O ■ N ■ M l ■ L ■ K ■ z J ■ H ■ G ■ F ■ E III cd aw ai E I m ■ U w H b c N C 0 w CL N II cLO ■ LO r 0 2 B U O J 0 N 0 > (Y ■ 00 A Q m o � N � M O oD c U r rn L a Q O r� 7 1/21 1 = 19-011 11211= 1 R-011 ENLARGED TYPICAL PATIENT ROOM - 2ND LEVEL - TECHNOLOGY 1/2" =1 E-01F EXISTING TO REMAIN: ALL EXISTING AND NEW CABLING SHALL BE PROPERLY SUPPORTED FROM THE BUILDING STRUCTURE. 1/211 = 1'-0E' 3 1 /2" = 1 R 091 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 1 TX 19" TWO POST RACK. SEE SPECIFICATIONS FOR DETAILS 2 12" LADDER RACK MOUNTED AT T-6" A.F.F. 3 GROUND BUSBAR. SEE SPECIFICATIONS FOR DETAILS 4 8' HIGH, 3/4" THICK PLYWOOD BACKBOARD PAINTED WITH FIRE RETARDANT PAINT. MOUNTED AT 6" A.F.F TO BOTTOM 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N 6 1 N E E R I N 6 Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers. com ©Copyrighl2016 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 ,11fillli8111 •'GEMS+ IS' �i �• PE 66504 y �a STATE OF ;0Ft%V l '''f0N Al Ilj l� Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION H u -10-1 t Owm- n A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 08.04.16 CCD NO.] 2 TECHNOLOGY OR ENLARGED PLANS PROJ. NO. H-15021.00 SHEET DRAWN Author ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody 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