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M04010LVAMINIU GENERATOR ADDITION 7050 GALL BOULEVARD ZEPHYRILLS, FL 33541 HuntonBrady Project No. Hm20232.00 VICINITY MAP � DRAWING INDEX mue S © OpenStreetMap contributors LEGAL DESCRIPTION ZEPHYRHILLS COLONY CO LANDS PB 1 PG 55 FOLLOWING DESC PROP L YING W OF DAIRY RD R/W AS NOW LOCATED TRACTS 103,105,106,119 ,120 & 122 & E 100 FT OF TRAC T 104 & E 105.76 FT OF TRACT 121 EXC W 187 FT OF E 267 FT OF N 172 FT OF TRACT 103 & EXC U S HWY 301 RNV & EXC RM FOR DA UGHTERY RD;& ARBOR RIDGE SUB P 7 ► :: z DRAWING INDEX W Zo �W wW 00 • 12.17.21 CONSTRUCTION DOCUMENTS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS r ORD LACES LU �� wW G001 COVER SHEET ■ ELECTRICAL G101 ARCHITECTURAL NOTES & SYMBOLS & PROJECT DATA ■ E001 ELECTRICAL LEGEND ■ G110 LIFE SAFETY PLAN -1 ST LEVEL - OVERALL ■ E100 SITE ELECTRICAL PLAN ■ G111 LIFE SAFETY PLAN -1 ST LEVEL - AREA 2 ■ E101 GROUND FLOOR POWER & FIRE ALARM - OVERALL PLAN ■ E102 ELECTRICAL FIRST FLOOR OVERHEAD ROUTING -AREA 2 ■ CIVIL E103 FIRST FLOOR POWER & FIRE ALARM PLANS - AREA 2 ■ C0.0 COVER ■ E104 FIRST FLOOR POWER & FIRE ALARM PLANS - AREA 3,4 ■ C2.0 CIVIL NOTES ■ E108 ELECTRICAL LIGHTNING PROTECTION -AREA 1 ■ C3.0 EROSION CONTROL PLAN ■ E202 FIRST FLOOR LIGHTING PLAN - AREA 2 ■ C4.0 DEMOLITION PLAN ■ E501 ELECTRICAL ONE -LINE DIAGRAM ■ C5.0 LAYOUT PLAN ■ E503 ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 1 DEMO ■ C6.0 GRADING PLAN ■ E504 ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 2 DEMO ■ C6.1 GRADING PLAN ■ E505 ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 3 DEMO (NORMAL) ■ E506 ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 3 DEMO (EMERGENCY) ■ STRUCTURAL E507 ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 4 & 5 DEMO ■ S001 GENERAL NOTES ■ E600 ELECTRICAL SCHEDULES ■ S002 ISOMETRIC VIEWS ■ E601 ELECTRICAL DETAILS ■ S111 FOUNDATION PLAN AND DETAILS ■ E801 ELECTRICAL PANEL SCHEDULES ■ S121 ROOF FRAMING PLAN ■ E802 ELECTRICAL PANEL SCHEDULES ■ S301 WALL ELEVATIONS ■ E803 ELECTRICAL PANEL SCHEDULES ■ S302 WALL ELEVATIONS AND SECTIONS ■ E804 ELECTRICAL PANEL SCHEDULES ■ S303 WALL ELEVATIONS AND SECTIONS ■ E805 ELECTRICAL PANEL SCHEDULES ■ S501 SCHEDULES ■ E806 ELECTRICAL PANEL SCHEDULES ■ S502 SCHEDULES ■ E807 ELECTRICAL PANEL SCHEDULES ■ S601 FOUNDATION TYPICAL DETAILS ■ 83 0 0 0 0 0 0 0 0 0 S602 FOUNDATION DETAILS ■ S603 MASONRY WALL REINFORCING DETAILS ■ S610 FRAMING SECTIONS AND DETAILS ■ S611 FRAMING SECTIONS AND DETAILS ■ ARCHITECTURAL DEMOLITION AD111 DEMOLITION PLAN -1ST LEVEL - AREA 2 ■ AD112 DEMOLITION PLAN -1 ST LEVEL - AREA 3 ■ AL111 INTERIM LIFE SAFETY PLAN -1 ST LEVEL - AREA 2 ■ ARCHITECTURAL A011 ARCHITECTURAL SITE PLAN ■ A111 FLOOR PLAN - GROUND LEVEL - AREA 1 ■ A112 FLOOR PLAN -1 ST LEVEL - AREA 2 ■ A112D DIMENSION PLAN -1 ST LEVEL - AREA 2 ■ A113 FLOOR PLAN -1 ST LEVEL - AREA 3 ■ A121 ROOF PLAN - AREA 2 ■ A201 EXTERIOR ELEVATIONS ■ A202 EXTERIOR 3D VIEW ■ A211 EXTERIOR LOUVER OPENING TYPES ■ A221 BUILDING & WALL SECTIONS ■ A241 EXTERIOR SECTION DETAILS ■ A242 EXTERIOR SECTION DETAILS ■ A243 EXTERIOR SECTION DETAILS ■ A331 ENLARGED STAIR PLANS, SECTIONS & DETAILS ■ A511 CEILING PLAN -1ST LEVEL - AREA 1 ■ A601 FINISH LEGEND AND NOTES ■ A901 DOOR SCHEDULE & DETAILS ■ A921 INTERIOR PARTITION TYPES ■ A951 MASTER KEYNOTE LEGEND ■ FIRE PROTECTION F100 FIRE PROTECTION LEGEND ■ F102 FIRE PROTECTION FIRST FLOOR PLAN - AREA 1 ■ 10: l0 ARCHITECT HUNTONBRADY ARCHITECTS, PA. 333 South Garland Avenue, Suite 11W Orlando, Florida 32801 407.839.0886 License AR91515 ARASH AHANI KAMANGAR, AIA MEP l FIRE PROTECTION ENGINEER EXP ENGINEERS oDZ�;r 2601 Westhall Lane o©Ornl- y=Z 'C Maitland, Florida 32751 Z�'r�s cmi��mo 407.660.0088 0© 0' C mn� =Q�z. cn M STRUCTURAL ENGINEER y MCELROY ENGINEERING 1835 Edgewater Drive Orlando, Florida 32804 407.245.8775 $CR CLi W O p t� I J LL JZ a P001 PLUMBING LEGEND ■ P102 PLUMBING FIRST FLOOR PLAN - AREA 1� C P141 PLUMBING ROOF PLAN -AREA 1 ■ MECHANICAL IC geclzl� & M001 MECHANICAL LEGEND ■ Cf ' f M101 MECHANICAL FIRST FLOOR - OVERALL PLAN ■� M102.1 MECHANICAL UNDERGROUND PLAN -AREA 1 ■ M102.2 MECHANICAL FIRST FLOOR PLAN - AREA 1 ■ M500 MECHANICAL CONTROL DIAGRAMS ■ M600 MECHANICAL DETAILS ■ �� M601 MECHANICAL DETAILS ■ M800 MECHANICAL SCHEDULES I■ H-20232.00 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 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 L D ■ C ■ B ■ ti A U w Q m 0 � k U 0 0 0 CODES, GUIDELINES, AND STANDARDS APPLICABLE CODES, GUIDELINES, AND STANDARDS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: THE FLORIDA BUILDING CODE, 7TH EDITION (2020), BUILDING THE FLORIDA BUILDING CODE, 7TH EDITION (2020), EXISTING THE FLORIDA BUILDING CODE, 7TH EDITION (2020), MECHANICAL THE FLORIDA BUILDING CODE, 7TH EDITION (2020), PLUMBING THE FLORIDA BUILDING CODE, 7TH EDITION (2020), ENERGY CONSERVATION THE FLORIDA BUILDING CODE, 7TH EDITION (2020), ACCESSIBILITY THE FLORIDA FIRE PREVENTION CODE, 7TH EDITION (2020) THE FLORIDA ADMINISTRATIVE CODE, RULE NO.69A-3.012 STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND OTHER STANDARDS ADOPTED NFPA 70, 2017 EDITION, NATIONAL ELECTRICAL CODE NFPA 101, 2018 EDITION, THE LIFE SAFETY CODE (FLORIDA SPECIFIC EDITION) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A17.1-2016/CSA B44-16, SAFETY CODE FOR ELEVATORS AND ESCALATORS NATIONAL FIRE PROTECTION ASSOCIATION NFPA 01-2018 EDITION, THE FIRE CODE (FLORIDA-SPECIFIC EDITION) NFPA 10-2018 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS NFPA 12-2015 EDITION, STANDARD ON CARBON DIOXIDE EXTINGUISHING SYSTEMS NFPA 13-2016 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS NFPA 14-2016 EDITION, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS NFPA 15-2017EDITION, STANDARD FOR WATER SPRAY FIXED SYSTEMS FOR FIRE PROTECTION NFPA 25-2017 EDITION, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS NFPA 70-2017 EDITION, NATIONAL ELECTRICAL CODE NFPA 72-2016EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE NFPA 75-2013 EDITION, STANDARD FOR THE FIRE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT NFPA 80-2016 EDITION, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES NFPA 9OA-2018 EDITION, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS NFPA 90B-2018 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS NFPA 92-2015EDITION, STANDARD FOR SMOKE -CONTROL SYSTEMS NFPA 99-2018 EDITION, HEALTH CARE FACILITIES CODE NFPA 101-2018EDITION, THE LIFE SAFETY CODE (FLORIDA-SPECIFIC EDITION) NFPA 101A-2016 EDITION, GUIDE ON ALTERNATIVE APPROACHES TO LIFE SAFETY NFPA 105-2016 EDITION, STANDARD FOR SMOKE DOOR ASSEMBLIES AND OTHER OPENING PROTECTIVES NFPA 110-2016 EDITION, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS NFPA 204-2015 EDITION, STANDARD FOR SMOKE AND HEAT VENTING NFPA 241-2013 EDITION, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS NFPA 251-2006 EDITION, STANDARD METHODS OF TESTS OF FIRE RESISTANCE OF BUILDING CONSTRUCTION AND MATERIALS NFPA 252-2017 EDITION, STANDARD METHODS OF FIRE TESTS OF DOOR ASSEMBLIES NFPA 253-2015 EDITION, STANDARD METHOD OF TEST FOR CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS USING A RADIANT HEAT ENERGY SOURCE NFPA 255-2006 EDITION, STANDARD METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS NFPA 259-2018 EDITION, STANDARD TEST METHOD FOR POTENTIAL HEAT OF BUILDING MATERIALS NFPA 286-2015 EDITION, STANDARD METHODS OF FIRE TEST FOR EVALUATING CONTRIBUTION OF WALL AND CEILING INTERIOR FINISH TO ROOM FIRE GROWTH NFPA 288-2017 EDITION, STANDARD METHODS OF FIRE TESTS OF HORIZONTAL FIRE DOOR ASSEMBLIES INSTALLED IN HORIZONTAL FIRERESISTANT-RATED ASSEMBLIES NFPA 701-2015 EDITION, STANDARD METHODS OF FIRE TESTS FOR FLAME PROPAGATION OF TEXTILES AND FILMS NFPA 703-2018 EDITION, STANDARD FOR FIRE RETARDANT -TREATED WOOD AND FIRE -RETARDANT COATINGS FOR BUILDING MATERIALS NFPA 704-2017 EDITION, STANDARD SYSTEM FOR THE IDENTIFICATION OF THE FIRE HAZARDS OF MATERIALS FOR EMERGENCY RESPONSE MISCELLANEOUS STANDARDS AND TESTING COMPANIES UNDERWRITERS LABORATORIES INC. (UL)-HTTP://DATABASE.UL.COM/CGI-BIN/XYV/TEMPLATE/LISEXT/l FRAME/FIRERESSRCH.HTML WARNOCK HERSHEY-INTERTEK, INC. (WHI) -HTTP://WWW.INTERTEK.COM/DIRECTORIES/ AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)/SEI 29-2014, STANDARD CALCULATION METHODS FOR STRUCTURAL FIRE PROTECTION ICC Al 17.1-2009, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ANSI/BHMA Al56.3-2008, EXIT DEVICES BHMA Al56.10-2011, STANDARD FOR POWER OPERATED PEDESTRIAN DOORS BHMA A156.19-2013, STANDARD FOR POWER ASSIST AND LOW ENERGY POWER OPERATED DOORS FLORIDA PRODUCT APPROVAL, FAC 9N-3 Al CODE SUMMARY NO SCALE TYPE OF CONSTRUCTION FBC TABLE 601 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) BUILDING ELEMENT TYPE 11 TYPE III TYPE IV TYPE V A A B A B HT A B PRIMARY STRUCTURAL FRAMEf 3a 1 0' 1 0 HT 1 0 (SEE SECTION 202) BEARING WALLS EXTERIORe, f 3 1 0 2 2 2 1 0 INTERIOR 3a 1 0' 1 0 1/HT 1 0 NONBEARING WALLS & PARTITIONS SEE TABLE 602 EXTERIOR NONBEARING WALLS & PARTITIONS 0 0 0 0 0 SEE SECTION 0 0 INTERIORd 2304.11.2 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 2 1 0' 1 0 HT 1 0 (SEE SECTION 202) ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 1 1 /2b 1 b, c 0C 1 b, c 0 HT 1 b, c 0 (SEE SECTION 202) FOR SI: 1 FOOT = 304.8 MM. a. ROOF SUPPORTS: FIRE -RESISTANCE RATINGS OF PRIMARY STRUCTURAL FRAME AND BEARING WALLS ARE PERMITTED TO BE REDUCED BY 1 HOUR WHERE SUPPORTING A ROOF ONLY. b. EXCEPT IN GROUP F-1, H, M AND S-1 OCCUPANCIES, FIRE PROTECTION OF STRUCTURAL MEMBERS SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF ROOF FRAMING AND DECKING WHERE EVERY PART OF THE ROOF CONSTRUCTION IS 20 FEET OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FIRE -RETARDANT -TREATED WOOD MEMBERS SHALL BE ALLOWED TO BE USED FOR SUCH UPROTECTED MEMBERS. c. IN ALL OCCUPANCIES, HEAVY TIMBER COMPLYING WITH SECTION 2304.11 SHALL BE ALLOWED WHERE A 1 HOUR OR LESS FIRE -RESISTANCE RATING IS REQUIRED. d. NOT LESS THAN THE FIRE -RESISTANCE RATING REQUIRED BY OTHER SECTIONS OF THIS CODE. e. NOT LESS THAN THE FIRE -RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (SEE TABLE 602). f. NOT LESS THAN THE FIRE -RESISTANCE RATING AS REFERENCED IN SECTION 704.10. FLOOR CONSTRUCTION AND SUPPORTING PRIMARY STRUCTURAL FRAME IS REQUIRED TO HAVE EQUAL HOUR RATING WHERE SUPPORTING SHAFTS, PER FBC SECTION 711. FIRE -RESISTANCE RATED CONSTRUCTION FBC TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS UNPROTECTED OPENINGS, GREATER THAN 30 FEET: NO LIMIT FBC SECTION 713.4 SHAFT ENCLOSURES FIRE -RESISTANCE RATING CONNECTING 4 STORIES OR MORE: 2 HOUR CONNECTING LESS THAN 4 STORIES: 1 HOUR (FIRE -RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOUR) FBC SECTION 1023.2 EXIT ENCLOSURES FIRE -RESISTANCE RATING CONNECTING 4 STORIES OR MORE: 2 HOUR CONNECTING LESS THAN 4 STORIES:1 HOUR FBC SECTION 508 MIXED OCCUPANCY SEPARATION 1-2 / F-1 : 2-HOUR MEANS OF EGRESS FBC SECTION 1005.3 EGRESS WIDTH PER OCCUPANT SERVED SPRINKLERED: STAIRWAYS (INCHES PER OCCUPANT) 0.3 OTHER EGRESS COMPONENTS (INCHES PER OCCUPANT) 0.2 FBC SECTION 1010.1.1.1 PROJECTIONS INTO CLEAR WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE FINISHED FLOOR, 4 INCHES, MAX NFPA 101 (FLORIDA SPECIFIC), 7.1.5 -HEADROOM 7 FEET-6 INCHES WITH PROJECTIONS FROM CEILING NOT LESS THAN 6 FEET 8 INCHES, WITH A TOLERANCE OF -3/4 INCHES, ABOVE FINISHED FLOOR AND MINIMUM CEILING HEIGHT MAINTAINED FOR NOT LESS THAN TWO-THIRDS OF CEILING AREA. STAIRS: NOT LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY ABOVE A PLANE PARALLEL TO, AND TANGENT WITH, MOST FORWARD PROJECTION OF STAIR TREAD. NFPA 101 (FLORIDA SPECIFIC) SECTION 7.7.2 EXIT DISCHARGE THROUGH INTERIOR BUILDING AREA NOT MORE THAN 50 PERCENT OF REQUIRED NUMBER OF EXIT STAIRS SERVING NORMALLY OCCUPIED AREAS OF EACH FLOOR, AND NOT MORE THAN 50 PERCENT OF EXIT STAIR CAPACITY REQUIRED FOR NORMALLY OCCUPIED AREAS OF EACH FLOOR, SHALL DISCHARGE THROUGH AREAS ON ANY LEVEL OF DISCHARGE. FBC SECTION 1020.2 MINIMUM CORRIDOR WIDTH: 44 INCHES INTERIOR FINISHES FBC TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY INTERIOR EXIT STAIRWAYS, RAMPS, AND EXIT PASSAGEWAYS: CLASS B CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: CLASS B, PER FFPC SECTION 38.3.3.2 (MORE STRINGENT) ROOMS AND ENCLOSED SPACES: CLASS C FBC SECTION 804 INTERIOR FLOOR FINISH VERTICAL EXITS, EXIT PASSAGEWAYS, AND ACCESS CORRIDORS: CLASS II (MORE STRINGENT THAN FFPC) OTHER ALL FIRE RATED DOORS SHALL HAVE CLOSERS AND POSITIVE LATCHING, SEE SPECIFICATION 08 7100. ALL DOORS IN THE PATH OF EGRESS, SERVING AND OCCUPANT LOAD OF 50 OR MORE, SHALL BE EQUIPPED WITH EXIT DEVICES. ALL DOORS SHALL BE PROVIDED WITH HARDWARE HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE HAND. NFPA 10 SECTION 6.2.1.2.2 FIRE EXTINGUISHERS SHALL BE LOCATED SO THAT THE MAXIMUM TRAVEL DISTANCES SHALL NOT EXCEED 75 FEET. GENERAL BUILDING HEIGHT AND AREA FBC SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES ALLOWABLE PROVIDED HEIGHT (FBC TABLE 504.3a): SPRINKLERED 180'-0" 67'-4" NUMBER OF STORIES (FBC TABLE 504.4): SPRINKLERED 10 15 FBC TABLE 506.2 ALLOWABLE AREA: SPRINKLERED, MULTI -STORY (SM) ALLOWABLE AREA LEVEL AREA PROVIDED USE AND OCCUPANCY 1-2: CONDITION 2 FACTORY GROUP F-1: ACCESSORY OCCUPANCY MIXED USE AND OCCUPANCY FBC SECTION 508.4 SEPARATED OCCUPANCIES IN EACH STORY, THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING AREA OF EACH SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1. EACH SEPARATED OCCUPANCY SHALL COMPLY WITH THE BUILDING HEIGHT LIMITATIONS BASED ON THE TYPE OF CONSTRUCTION OF THE BUILDING IN ACCORDANCE WITH SECTION 503.1. INDIVIDUAL OCCUPANCIES SHALL BE SEPARATED FROM ADJACENT OCCUPANCIES IN ACCORDANCE WITH TABLE 508.4. 1. SOLID LINES INDICATE NEW CONSTRUCTION FOR THE PHASE INDICATED. SCREENED LINES INDICATE EXISTING CONSTRUCTION TO REMAIN OR NEW CONSTRUCTION COVERED IN ANOTHER DIVISION. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS IMPACTING THE WORK AND REPORT DISCREPANCIES TO THE ARCHITECT AND OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. 4. ALL DIMENSIONS ARE FROM FINISH FACE OR GRID LINE. 5. WHEN SURFACES APPEAR ADJACENT TO EACH OTHER THE FINISH SURFACES MUST ALIGN. 6. IF, DURING RENOVATION OR NEW CONSTRUCTION, THE EXISTING SMOKE DETECTORS, FIRE ALARM PULLS, EXIT LIGHTS, ETC. ARE HIDDEN OR DISABLED, THEN THESE DEVICES SHALL BE TEMPORARILY RELOCATED OR REPLACEMENTS PROVIDED TO MAINTAIN THE LIFE SAFETY REQUIREMENTS OF THE OCCUPIED AREAS. A10 GENERAL CONSTRUCTION NOTES NO SCALE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 PROJECT NORTH NORTH REFERENCE TRUE NORTH HEIGHT--, 100'-0" ELEVATION TARGET 1ST LEVEL POINT OF TOP OF PARAPET ELEVATION DETAILED DETAIL NUMBER AREA Al SIM �� DETAIL REFERENCE 01 / SHEET NUMBER SECTION NUMBER Akllt6s' IM 1 101 SECTION REFERENCE SHEET NUMBER ELEVATION NUMBER > Al SIM ARROWS POINT TO�� ELEVATIONS DRAWN A101 ELEVATION REFERENCE SHEET NUMBER rf 0 NEW EXISTING COLUMN DESIGNATION I COLUMN i COLUMN i �F—REVISION NUMBER —SCOPE OF REVISION DOORS ARE TO RECEIVE THE NUMBER OF THE ROOM WHICH IT SERVES. IF MORE THAN 200-A DOOR NUMBER ONE DOOR SERVES THE ROOM A LETTER DESIGNATION FOLLOWS THE DOOR NUMBER CONFERENCE ROOM ROOM NAME & NUMBER 101 SEAL 2I -- WALL TYPE NUMBER K000 MATERIAL NOTE REFERENCE G000 GENERAL NOTE REFERENCE ARASH AHANI KAMANGAR, AIA AR95990 A1010-100 EQUIPMENT NOTE Is REFERENCE AdventHealth ZEPHYRHILLS EXTERIOR GLAZING ID GENERATOR ADDITION INTERIOR GLAZING ID CEILING BASE XX-01 WALL -01 XX-0 ROOM FINISHES XX-0 FLOOR Hunton 091 ARCHITECTS DATE SUBMISSION NO ACCENT WALL FINISH 12.17.21 CONSTRUCTION DOCUMENTS AND LIMITS II-01 MISCELLANEOUS FINISH OR NOTE A16 SYMBOL LEGEND NO SCALE ARCHITECTURAL NOTES & SYMBOLS & PROJECT DATA PROD. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Huntonl3rady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 'I 2 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ IN ■ p,,ll ■ L ■ K ■ J ■ H ■ G ■ F ■ E D ■ C ■ S ■ A z OCCUPANT EXIT CAPACITY VERTICAL EXIT WIDTHS HORIZONTAL WIDTHS w Q VERTICAL 2 (STAIR) TOTAL EXIT 0 SQUARE HORIZONTAL CAPACITY CAPACITY STAIR DOOR STAIR DOOR STAIR STAIR HORIZONTAL HORIZONTAL YAREA FOOTAGE CAPACITY PROVIDED PROVIDED WIDTH WIDTH WIDTH WIDTH EXIT WIDTH EXIT WIDTH 0 (SQUARE PER OCCUPANT PROVIDED (NO. (NO.OF (NO.OF REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED N COMPARTMENT OCCUPANCY FEET) OCCUPANT LOAD OF PEOPLE) PEOPLE) PEOPLE) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) 1A Area 12,055 SF 775 0 775 0 0 155 1 B Area 19,729 SF 715 0 715 0 0 143 1C Area 15,813 SF 1,310 0 1,310 0 0 262 1D Area 13,707 SF 1,070 0 1,070 0 0 214 1 E Area 12,736 SF 0 294 294 75 88 0 IF Area 12,016 SF 585 154 739 41 46 117 1 G Area 4,709 SF 620 154 774 41 46 124 1 H Area 8,317 SF 330 0 330 0 0 66 11 Area 133096 SF 0 0 0 0 0 0 1J Area 12,758 SF 720 0 720 0 0 144 124,935 SF 0 6,125 602 6,727 0.0 157 0.0 180 0.0 1,225 1ST LEVEL 124,935 SF 0 6,125 602 6,727 0.0 157 0.0 180 0.0 1,225 - arr + + + r 1 + + $I�+ 45��--+1I-�-� Ij P z�+ + + + +.+ y+ + + + 1, + + + + + + + +- + ++ +�++++..+ +++ _++++++.}++ r1+ ++ +++++++� +t:+ ++++-++++ �. + + + + ri + + + : + + -+ + e + +—+ +++.++++ + + + 4"+ + + + + + +. + + + + + + + + + +' +? + + + + + + + + + + + + + + + + . +' + ++ + + + H.: tT ? i *+1+ + + + + + + \+ + + } + + + + + + L + + + + + + + + r HC_E%.TR442 - --- -- - ----- -L--- PROJECT SCOPE AEI l 00.1 CAPACITY: 160 ENTRANCE DOOR: 33" / 0.2 =16 1 i STAIR: 48 / 0.3 = 16 DISCHARGE DOOR: 33" / 0.2 =16 ISCHA GE LEVEL: 1ST LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET WITH EXTINGUISHER FB FIRE BLANKET ACCESS CONTROL Q MAGNETIC HOLD OPEN MAGNETIC LOCK SMOKE DETECTOR O HEAT DETECTOR EXIT LIGHT MANUAL PULL STATION S VOICE EVACUATION SPEAKER AUDIBLENISUAL ALARM VISUAL ALARM L14 EXIT ARROW I CLEAR WIDTH LIMITS OF EXIT PASSAGEWAY LIMITS OF SUITES + + Y + + + + + + + + + + +++++ SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE - SMOKE PARTITION - SEAL ALL OPENINGS 1-HOUR FIRE BARRIER -PROTECT ALL OPENINGS 1-HOUR FIRE/SMOKE BARRIER - PROTECT ALL OPENINGS 1liali®Iilll.11slisllm 2-HOUR FIRE BARRIER- PROTECT ALL OPENINGS III■altl�ill��4tf®IIB! 2-HOUR FIRE/SMOKE BARRIER- PROTECT ALL OPENINGS ®III.IIIfPli�ill■III®III® 3-HOUR FIRE BARRIER- PROTECT ALL OPENINGS I I131111I n a III 3-HOUR FIRE/SMOKE BARRIER - PROTECT ALL OPENINGS ■IIII®fill®Iill®111191111■ 4-HOUR FIRE BARRIER- PROTECT ALL OPENINGS ■III1001111®.Illi®ilill■ 4-HOUR FIRE/SMOKE BARRIER- PROTECT ALL OPENINGS LOCKED DOOR IDENTIFICATION RELATING TO THE PATH OF EGRESS 0DE LK1 (NFPA 101) FIE 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 ARASH AHANI KAMANGAR, AIA AR95990 It AdventHealth ZEP YRHILL GENERATOR ADDITION Hunton : . • A R C H I T E C T S rrrlt,+,n _+ + + _. j 1,07LAS DATE CAPACITY: 160 + + + + _Cii - ENTRANCE DOOR: 33" 10.2 - .—,;� 165 12.17.21 CONSTRUCTION DOCUMENTS +++E —, i i' STAIR: 48" 10.3 =160 ++++++++++*±+ r1--- == ++++ ! !, drncE ! D SCHARGE DOOR: 33" 10.2 = 165 r+++++++ F. ++W Jr STAIR NO. �r -- ? :, .. r .: !I SCH RGE LEVEL: 1ST LL + + + + + . + j, --- — + +. ++' + + ?� ,i -r.T. 11 . _ ii, _ +. * ._ ..... rercr�;r.-re;r¢a�sr�^r^e -- _. + + + I + + CAPACITY: 160 - + + + + L . ,, _ u + ° - -- ' - ENTRANCE DOOR. 33 / 0.2 -165 ++++++++++` ++' STAIR: 48"/0.3=160 + + +r+, + _' `� q�L DISCHARGE DOOR: 33" / 0.2 =165 + ,+ +„ + -, �-I ^' _ - DISCHARGE LEVEL: 1ST STAIR'I 18 I i — nr ;° ++++}++++++fig ----- _._ { y„j'CAPACITY: 160 _ - - - - NTRANCE DOOR: 48" / 0.3 = 160 -,. - _,, 7 _ D SCHARGE DOOR: 33" 10.2 =165 DISCHAR - t .1O t �o���� LIFE SAFETY PLAN -1ST LEVEL - �ti OVERALL PROJ. NO. H-20232.00 SHEET DRAWN DU Al 1" = 20'-011 LIFE SAFETY PLAN -1ST LEVEL - OVERALL 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 0 2 0 3 4 0 5 0 6 0 7 0 8 0 9 10 0 11 1111111 12 13 0 14 15 16 17 0 18 0 �9 1, m 20 R a P 0 0 0 N m L 0 K H G a F D a C 0 B A P ENG! i 5 d' T�D:,, i 7 3m,S E'��,;': V, 7', El �k, mF --- --- --- --- --- --- 7' F__ Ift SIC 1G 7- SHOP OPEN AIR 4,709 SF - — — — — — — BREEZEWA L BLOOD I F SARIATRIC ELF TRCAJ_ IN. NICAL R0 GAS 1 CHA F CALL T FEC r Erec,! OFFICE TE . ! : N, -_1 VV I It I =f I CRAGE _1 1 , 4 1. SC 1H kriik .. .. .. .. .. .. 1- 1 MINT PROCESSED RES ILQC KIER". STO + III I I I— ___ l� _1 --r- g I , I : � r6�7 8,317 SF 4- 4t �1! J`\, J + + . . . . . . . . . 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W,V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . qC&EPr&D;,++++++ + + + + + + + + , + f+ I T _+ + -*1 � += . . . . . . . . ... . . . . . . . zi� . . . . . . . . . . . . . . . . . . . . . . . . . . <-A +' + + +, + L . . . . . . . . .... . . . . . . + + rjTj_ I , + I fl-ft-, rif 1-1 Rig I' I i p - I I I -TIffJ4_ + + + + + '+ + + + + + -F.+, + + T ++++ L PP,1DING . . . . A+ + + CONTROL + + + + NUO, MED, + +++ + + + + + _S7 + + + + . . . . . . + 7 T + G HOT LAS + -5+-E�F++,+++++++++' ll lilt Q G 't+ + + CAPACITY: 160 + + + + + + ENTRANCE DOOR: 33" / 0.2 165 + + + + + . . . . . . . . . . . . . . ULTRASOUND 0 (1 STAIR: 48" 10.3 160 - + + + + . . . . . . . . . . + + + + jj � 1 + + + ,+ A+ + + i j El + + DISCHARGE DOOR: 33" 0.2 165 T + . .... . . . . . . . . . . . . . + N 4=!w + gj L_ + + + + . . . . . . + + P K Ut l OFFICE DIS)CHARGE LEVEL: 1ST + . . . . . . . < + STAIR NO. 1 VF + + + + + + IL + �Ak + + 'AN H.C. + + + + + +,+,+++++ + + + .. . . . . . . . . . . . . + + LT M�Rl CAPACITY: 160 + +++ ++++++++++++++++++++++ + + + ENTRANCE DOOR: 33" 0.2 165 + + + + . . . . . . . . . . . STAFF STAIR: 48" 0.3 = 160 + I+ I it . . . . . . . . . . . . . + + DISCHARGE DOOR: 33" 0.2 165 . . . . . . . . . . . . .... �++++ + OFFICE DISCHARGE LEVEL: 1ST STAIR NO. I iI A SjL� ) I. i : i + + + + + + + + + + + + ULTRA J + UL I RA SOUND + . . . . . . . + + + + + + RECP- STAFF + 4- + + + OFFICE CAPACITY: 160 ,!+ + + + + + T + + + q lv� + + + + + + STAIR: 48" 0.3 160 + ENTRANCE DOOR: 33" 0.2 165 + + + . . . . . .. i: A DISCHARGE DOOR: 33" 0.2 165 + + 3 ---------- + DlkCHARGE LEVEL: IST _777 —7 6, 1 ___1 I i C ENTRY Al LIFE SAFETY PLAN - 1ST LEVEL - OVERMILL 1/16" = V-0" LIFE SAFETY LEGEND F E FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET WITH EXTINGUISHER FB FIRE BLANKET ACCESS CONTROL MAGNETIC HOLD OPEN MAGNETIC LOCK SMOKE DETECTOR HEAT DETE CTOR EXIT LIGHT MANUAL PULL STATION VOICE EVACUATION SPEAKER AUDIBLENISUAL ALARM VISUAL ALARM EXIT ARROW CLEAR WIDTH LIMI S OF EXIT PASSAGEWAY LIMI S OF SUITES + + + + + . . . . . . + SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE 1111111111 SMOKE PARTITION - SEAL ALL OPENINGS 1A I Ill Elm [I %I RHEIN Ill 1-HOUR FIRE BARRIER - PROTECT ALL OPENINGS 1-HOUR FIRE/SMOKE BARRIER - PROTECT ALL OPENINGS 2-HOUR FIRE/SMOKE BARRIER - PROTECT ALL OPENINGS 3-HOUR FIRE BARRIER - PROTECT ALL OPENINGS 3-HOUR FIRE/SMOKE BARRIER - PROTECT ALL OPENINGS millimililmillivillimillin 4-HOUR FIRE BARRIER - PROTECT ALL OPENINGS I 4-HOUR FIRE/SMOKE BARRIER - PROTECT ALL OPENINGS LOCKED DOOR IDENTIFICATION RELATING TO THE PATH OF EGRESS (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) LAYED EGRESS EGRESS DOOR (7.2.1 � 61 & I 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) W1111UH/g/ AR95990 ARASH AHANI KAMANGAR, AIA AR95990 It AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS LIFE SAFETY PLAN - 1 ST LEVEL - AREA 2 PROJ. NO. H-20232.00 SHEET DRAWN DU 1 0 2 111111 3 4 5 6 1111111 7 0 8 2 9 111111 10 0 11 111111 12 0 13 0 14 0 15 16 0 17 0 18 0 19 1111111 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91 515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 IN 17 ■ 18 ■ 19 ■ 20 alo) L� I I--- G1 I ! .0 1E.01 IF.0 1. SCREENED LINES INDICATE EXISTING CONSTRUCTION TO REMAIN OR NEW CONSTRUCTION COVERED IN ANOTHER DIVISION. HEAVY DASHED LINES INDICATE WALLS AND ITEMS TO BE REMOVED. 2. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION WITH NORMAL DAILY FUNCTIONING OF THE OWNER'S OCCUPIED AREAS. GENERAL NOTES 3. NOISE DURING DEMOLITION SHALL BE KEPT TO A MINIMUM. ANY WORK REQUIRED AFTER NORMAL WORKING HOURS 7:OOAM-5:OOPM SHALL BE COORDINATED WITH THE OWNER'S 0.061 remove existing cabinets/casework REPRESENTATIVE. 0.081 remove existing door and frame 0.091 remove existing partitions 4. THE CONTRACTOR SHALL, AT ALL TIMES, INSURE UNINTERRUPTED HEATING, COOLING, PLUMBING, ELECTRICAL AND COMMUNICATIONS SERVICES CONTAINED WITHIN THE PROJECT WHICH 0.092 remove existing ceiling SERVE PARTS OF THE FACILITY REMAINING IN SERVICE. ANY REQUIRED INTERRUPTION OF SERVICE SHALL BE COORDINATED WITH OWNER'S REPRESENTATIVE TO ALLOW MINIMUM 0.094 remove existing floor finish INTERFERENCE WITH OWNER'S OPERATIONS. 0.401 remove existing plumbing fixture 11 A 1 B 0.802 patch as required to match existing t 1 D 1 E° F' 5. THE OWNER SHALL RETAIN ALL SALVAGE RIGHTS OVER BUILDING MATERIALS THAT ARE OF VALUE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE. THE OWNER'S REPRESENTATIVE Q.902 provide visible construction work t SHALL DIRECT THE CONTRACTOR TO THE LOCATIONS OF STORAGE AREAS FOR VARIOUS SALVAGE ITEMS. THE STORAGE AREAS MAY BE OFF -SITE BUT WILL BE LOCATED WITHIN THE I GENERAL METROPOLITAN AREA. signage located on finished side of temporary work ,j 1 temporary door and frame 6. FOR INTERIOR AREAS, PROVIDE TEMPORARY PARTITIONS AND TEMPORARY BARRIERS AS REQUIRED BY THE OWNER AND CONSTRUCTION PHASING. 0.90.981 temporary partition j ( } 7. TEMPORARY PARTITIONS AND TEMPORARY BARRIERS SHALL BE INSTALLED TO PREVENT DUST POLLUTION OF SURROUNDING AREAS. PARTITIONS MUST BE INSTALLED IN ACCORDANCE WITH FIRE PROTECTION AND EGRESS REQUIREMENTS. COORDINATE WITH OWNER'S REPRESENTATIVE. A MANOMETER IS REQUIRED TO BE PROVIDED TO MONITOR THE NEGATIVE PRESSURE. i7 j 8. TEMPORARY PARTITIONS AND TEMPORARY BARRIERS ARE NOT TO BE REMOVED UNTIL ALL FINISH WORK IS COMPLETED OR APPROVAL IS GRANTED BY OWNER'S REPRESENTATIVE it AND/OR AHCA. `+' 9. UPON REMOVAL OF TEMPORARY PARTITIONS AND TEMPORARY BARRIERS, CONTRACTOR SHALL BE RESPONSIBLE TO PATCH TO MATCH ADJACENT CONSTRUCTION. ( 10. ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION, EQUIPMENT, PIPING, ETC. SHALL BE PROPERLY PATCHED TO MAINTAIN FIRE BARRIER, SMOKE BARRIER OR ii SMOKE PARTITION OF SURROUNDING WALL. I 1 11. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE PATCHED AND PAINTED, OR PREPARED FOR NEW FINISHES. IF PAINTING IS REQUIRED, THE ENTIRE WALL j SHALL RECEIVE PAINT TO AVOID MISMATCH OF COLOR. r� 12. ALL FINISHED AREAS WHICH ARE DAMAGED DURING DEMOLITION BY THE CONTRACTOR SHALL BE PATCHED AND VERIFIED TO MATCH EXISTING FINISHES, THE CONTRACTOR IS f RESPONSIBLE FOR PROVIDING NEW FINISHES, CEILING, FLOORING, ETC. TO DAMAGED AREAS. 13, EXISTING ITEMS, SUCH AS EQUIPMENT, PLUMBING FIXTURES, ETC. TO REMAIN IN PLACE SHALL BE PROTECTED FROM DIRT AND DAMAGE DURING DEMOLITION AND CONSTRUCTION. j I i 14. WHERE REMOVAL OF A PORTION OF FLOOR COVERINGS IS REQUIRED, REMOVE ONLY THOSE 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. —_ --�_ � NN ENGINEERING I0 %` - --- -_, __ I 1G 1H 1J 1K -� ! II ! MEN TOOLS 1 EIR _- --- - - y -- — i \ 5 I I tttittitti-aR its®aatttieitA®t�t�./tip ; —T— i II i J MECHANICALh CONSTRUCTION I PROJECT PHASE 1 � (� stir f - - - - - - ACCESSJ ( I �1 X =�= - - - 1 l --- SOfl t- i ( M.5 J r, i �.. ._.-- - - , I __. _ , _i _ � _ � � $8 @ 9 i i 9S Yt ' R# b$--6 @ @5 6i M..■ �Xa. 0. 92 ! I I 11 I I I I STO11 RAGE OE 1 OFFICE 11 .,I OFFICE i 0. 94 r i SUPPLIES -� i I -_______,I II , OR A I C- -JL 91 0.991 11 �v� i - BASS.« ( j O AI LR;e 1r ��. I Fr OFFICE BREEZEWAY --- -. -- - - i �= I �l``� EL 11 11 �i 11 j ' — — — I 1 I 11 „ STORAGE ELECTRICAL rE I i t t t L1 I I OFFI E ,1 - - -- -- - -- -- -1 _ A ,E Y = = ®mot i ,t ---- I� �7HOUSEKEEPING I r \, I I I LOA ING ------ I � - 1 PAss. 1 ' LL ( ! -- ---- ( �T�fr I l r-- I I OFFICE LOCEI 11 " „ FILE 11 `. i 11 11 STORAGE ' CORR. i G --- OFFICE I I 'n OFFI E r I � _____—_ "PASS11 I ! , OFFICE a --------�' II „ 11� I 1 iG SEAL --R- - CA ` ��__ -- -=J Irk �r--- �s= 0.98 --� -- ---T-�--�,T-- VET - -- - - -- - -� �( ���� PROOF i 00 DICE il� �F 0.991 1 I 11 i _ I DRYII IT y,. " �I OFFICE ;; P 2 0.401 ET TOILE ! -- — ---- 1 4 y 1 PUF #HASING I 4 - AR 5 4- Ly I 0.061 i r OFFICE E AI 'I �j j (i I .� �, ' � � � WAITING i ' � � REC. �" VOLUNTEER I j � y EEIA E ZEA OR Al 1 i x 1 1 1 ■ OFFICE ; ARASH AHANI KAMANGAR, AIA AR95990 099 , i AW — — — — 1 — I_i_ _ i —1 ? '.4 € 1 k h r G.0 -- -- I ,I _ 1 ELECTRICAL a, ill F I 15REAKI)OWNDRY �! p STORAGE � AREA j i w) i fI 0 * i COVERED 0.991 �I AL 1 ' - ----- DEMO�� EXISTING t MECHANICAL ' LOUVER —7— Z, REFRIGERATOR 11 { - I I et j geezer ! Freezer !D i' �- —_E�s€ ' I Al DEMOLITION FLOOR PLAN 1 ST LEVEL - AREA 1 1181, = 1'-011 TRENCHING FOR UTILITY ROUTING i PHASE 3 PHASE 2 ELECT. STORAGE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 IN 14 ■ 15 AH n RET I I I �L CHAPEL I r DISCHARGE --�- HH i►,►aveni nealin ZEPHYRHILLS GENERATOR ADDITION unton• ARC1—I I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS DEMOLITION PLAN -1 ST LEVEL - AREA 2 PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 IN 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 • 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 ■ STRUCTURAL ABBREVIATIONS A_ L A.B. ANCHOR BOLT L LENGTH ABV ABOVE LDG LANDING A.C.I. AMERICAN CONCRETE INSTITUTE LG. LONG ADD'L. ADDITIONAL L.L. LIVE LOAD A.F.F. ABOVE FINISH FLOOR LLH LONG LEG HORIZONTAL AGGR AGGREGATE LLV LONG LEG VERTICAL A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION LNTL LINTEL A.I.S.I. AMERICAN IRON AND STEEL INSTITUTE L.S.H. LONG SLOTTED HOLES AL. ALUMINUM LONG LONGITUDINAL ALT ALTERNATE L.P. LOW POINT ARCH ARCHITECT(URAL) L.V.L. LAMINATED VENEER LUMBER ASPH ASPHALT A.S.T.M. AMERICAN SOCIETY OF TESTING MATERIALS M A.W.S. AMERICAN WELDING SOCIETY MAS MASONRY B MAX MAXIMUM - M.B. MASONRY BEAM B/ BOTTOM OF MBM METAL BUILDINGMANUFACTURER B.B. BOND BEAM M.C. MOMENT CONNECTION BIT BITUMINOUS MCJ MASONRY CONTROL JOINT BLDG. BUILDING MECH MECHANICAL BLW BELOW MEZZ MEZZANINE BM. BEAM MFR MANUFACTURE(R) BOT BOTTOM MIN MINIMUM B.P. BASE PLATE ML. MICROLAM BRDG BRIDGING MOM MOMENT BRG BEARING M.O. MASONRY OPENING BRK BRICK M.S. METAL STUD B.S. BOTH SIDES MTL METAL BTWN BETWEEN B.U. BUILT UP N N.S. NEAR SIDE NTS NOT TO SCALE C/C CENTER TO CENTER C.B. CONCRETE BEAM 0 CANT CANTILEVER C.C. CONCRETE COLUMN OA. OVERALL C.I.P. CAST IN PLACE O.B. OVER BUILT C.J. CONSTRUCTION/CONTROL JOINT O.C. ON CENTER C OR CL CENTERLINE O.D. OUTSIDE DIAMETER CLR CLEAR(ANCE) O.F. OUTSIDE FACE C.M. CONCRETE MASONRY OPNG OPENING C.M.U. CONCRETE MASONRY UNIT OPP OPPOSITE COL COLUMN COORD COORDINATE P CONC CONCRETE CONN CONNECTION P.A.F. POWDER ACTUATED FASTENER CONT CONTINUOUS PC. PRECAST CONTR CONTRACTOR PERP PERPENDICULAR CONST CONSTRUCTION PE PRE-ENGINEERED CSK COUNTERSINK PENN PENETRATION CS.J CONSTRUCTION JOINT PERIM PERIMETER CTR CENTER P OR PL PLATE CTR'D CENTERED PLY PLYWOOD P.L.F. POUNDS PER LINEAL FOOT PNL PANEL D PREMANUF PRE -MANUFACTURED PREFAB PRE -FABRICATED DBL DOUBLE P.S.F. POUNDS PER SQUARE FOOT D.L. DEAD LOAD P.S.I. POUNDS PER SQUARE INCH DEPT DEPARTMENT P.S.L. PARALLEL STRAND LUMBER DIA DIAMETER PTN PARTITION DIAG DIAGONAL P.T. PRESSURE TREATED DIM DIMENSION DIST DISTANCE R DN. DOWN DTL DETAIL R RADIUS DWG DRAWING REF REFERENCE DWL DOWEL REINF REINFORCE(D) (ING) REQ REQUIRE E REQ'D REQUIRED REV REVIEWED EA. EACH RF ROOF E.E. EACH END RTN RETURN E.F. EACH FACE RW RETAINING WALL E.J. EXPANSION JOINT ENG ENGINEER S EL. ELEVATION EQ. EQUAL SCH SCHEDULE EQ. SP. EQUAL SPACE(S) (ING) S.E. SLAB EDGE E.S. EACH SIDE SECT SECTION E.W. EACH WAY S.F. STEP FOOTING EXT EXTERIOR SHT SHEET SIM SIMILAR F S.J. SAWCUT JOINT SJI STEEL JOIST INSTITUTE F/ FACE OF SL. SLOPE F.D. FLOOR DRAIN SP. SPACE(S) F.F. FINISH FLOOR SPECS SPECIFICATIONS FDN FOUNDATION SQ. SQUARE FIN FINISH S.S. STAINLESS STEEL F.G. FINISH GRADE STD STANDARD FLR FLOOR STL STEEL FLG FLANGE STR STRENGTH F.S. FAR SIDE STRL STRUCTURAL FT. FOOT S.W. SHEAR WALL FTG FOOTING SYMM SYMMETRICAL S.P. SOUTHERN PINE G S.P.F. SPRUCE PINE FIR GA. GAGE OR GAUGE T GALV GALVANIZE _ G.B. GRADE BEAM T.B. TIE BEAM G.C. GENERAL CONTRACTOR T&B TOP & BOTTOM GLB GLU-LAM BEAM TDS TURN DOWN SLAB GR. GRADE TEMP TEMPERATURE THD THREADED H THK THICK THNS THICKENED SLAB H.C. HOLLOW CORE TOP'G TOPPING HK. HOOK TYP. TYPICAL HORIZ HORIZONTAL T/ TOP OF H.P. HIGH POINT TRANS TRANSVERSE H.S. HEADED STUD HT HEIGHT U I UNO UNLESS NOTED OTHERWISE I.D. INSIDE DIAMTER V I.F. INSIDE FACE INT INTERIOR VERT VERTICAL J W JST JOIST WD WOOD JT JOINT W.F. WALL FOOTING W.F. WIDE FLANGE K W.O. WINDOW OPENING (MASONRY) W.P. WORKING POINT K KIP WS. WATERSTOP K.O. KNOCK OUT WT WEIGHT KWY KEYWAY WWF WELDED WIRE FABRIC W/ WITH TABLE 1 - DESIGN LOADS LIVE LOAD DEAD LOAD EQUIPMENT PAD 150 PSF GENERATOR 45,000 LBS WIND LOAD (Vult) BASIC WIND SPEED (3 SEC. GUST) 150 MPH RISK CATEGORY IV EXPOSURE C PARTIALY ENCLOSED CAST -IN -PLACE CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301, LATEST EDITION. 2. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: PLACEMENT MINIMUM STRENGTH MAX W/C RATIO FOUNDATIONS 4000 PSI 0.52 (U.N.0 ) J. ALL CONCRETE SHALL HAVE A SLUMP OF 4 PLUS OR MINUS 1 , AND HAVE 2 TO 4% AIR ENTRAINMENT. CONCRETE PLACED WITH A PUMP SHALL HAVE A SLUMP OF 5" PLUS OR MINUS 1". BUILDER MAY ELECT TO PROVIDE AN ALTERNATE MIX DESIGN WITH HIGH RANGE WATER REDUCER WITH A HIGHER SLUMP. SUBMIT ALTERNATE MIX DESIGN FOR REVIEW. 4. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3., METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318. 5. PLACING CONCRETE: A. PLACE CONCRETE IN COMPLIANCE WITH ACI 304 AND AS HEREIN SPECIFIED. B. BEFORE PLACING ANY CONCRETE IN FORMWORK, THOROUGHLY CLEAN AND WASH -OUT CODES AND STANDARDS FORMS WITH WATER. C. IF EARTH AT BOTTOM OF FORMS HAS DRIED -OUT, RE -WET SO THAT SOIL IS MOIST, BUT FREE ALL WORK SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS. USE THE LATEST FROM STANDING WATER AND MUD. EDITION UNLESS NOTED OTHERWISE. D. THOROUGHLY WET WOOD FORMS IMMEDIATELY BEFORE PLACING CONCRETE WHERE FORM 1. FLORIDA BUILDING CODE - 2020, 7TH ED. COATINGS ARE NOT USED. 2. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" - ASCE 7-16. E. CONVEY CONCRETE FROM MIXER TO FINAL POSITION BY METHODS WHICH WILL PREVENT SEPARATION OR LOSS OF MATERIALS. 3. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-14. F. MAXIMUM HEIGHT OF CONCRETE FREE FALL IS 4 FT. (U.N.O.) 4. "ACI MANUAL OF CONCRETE PRACTICE" - PARTS 1 THROUGH 5 - LATEST EDITION. G. REGULATE RATE OF PLACEMENT SO CONCRETE SURFACE IS KEPT LEVEL THROUGHOUT, A 5. "STEEL CONSTRUCTION MANUAL" - FIFTEENTH EDITION, AISC 360-16. MINIMUM BEING PERMITTED TO FLOW FROM ONE AREA TO ANOTHER. USE TREMIE HEADS SPACED AT APPROXIMATELY 10 FT. INTERVALS FOR PLACING CONCRETE IN WALLS. 6. "STRUCTURAL WELDING CODE ANSI/AWS D.1.1-2020", AMERICAN WELDING SOCIETY. CONTROL RATE OF POUR CONSISTENT WITH FORM DESIGN. 7. "BUILDING CODE AND "SPECIFICATIONS FOR MASONRY STRUCTURES", TMS 602-2016. H. DEPOSIT CONCRETE IN CONTINUOUS OPERATION UNTIL SECTION BEING PLACED HAS BEEN COMPLETED. 6. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO GENERAL CONDITIONS ASTM A - 615 GRADE 60. 7. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING 1. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DRAWINGS AND SPECIFICATIONS, THE REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON MOST RIGID REQUIREMENT MUST GOVERN. THE STRUCTURAL DRAWINGS. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND 8. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND SEQUENCE TO INSURE THE SAFETY OF THE CONSTRUCTION SITE. LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 3. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATE BEARING CONDITIONS REQUIRED BY PRECAST CONCRETE WALL PANEL BEFORE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION PLACING CONCRETE. OR START OF CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, 4. THE OWNER WILL ENGAGE AN APPROVED TESTING AGENCY TO PROVIDE SERVICES AS INDICATED ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. BELOW. SUBMIT REPORTS TO STRUCTURAL ENGINEER AND ARCHITECT. 10. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS a. TEST CONCRETE IN ACCORDANCE WITH ASTM C172 AND C31. SEE SPECIFICATION FOR NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS ADDITIONAL REQUIREMENTS. AND AT SLAB EDGES. b. TEST SOIL COMPACTION PER LATEST GEOTECHNICAL REPORT. (U.N.O.) 11. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE C. VISUALLY INSPECT FIELD WELDS, BOLTED CONNECTIONS AND OTHER STRUCTURAL STEEL ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. CONNECTIONS. 12. CONTRACTOR SHALL PROVIDE 3/4" INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. FOUNDATION NOTES 13. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 1. ALLOWABLE NET SOIL BEARING PRESSURE IS ASSUMED TO BE 2000 PSF BASED ON THE EXISTING 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. STRUCTURAL DRAWINGS. 1 Yz' INTERIOR CONCRETE REINF. 2" EXTERIOR CONCRETE REINF. 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE PROJECT 3/4" INTERIOR FLAT SLABS SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE 1 /4 EXTERIOR FLAT SLABS SPECIFIED. A CERTIFIED TESTING AGENCY SHALL PERFORM SOIL DENSITY TESTS TO ENSURE CONFORMANCE WITH THE GEOTECHNICAL REPORT. SUBMIT ALL TEST RESULTS TO THE PROJECT 14. HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR CORNER BARS ARCHITECT AND ENGINEER. AND 2'-0" LAP SHALL BE PROVIDED. 3. CONTRACTOR IN CONJUNCTION WITH PROJECT GEOTECHNICAL ENGINEER SHALL VERIFY 15. HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN WALL FOOTINGS WITH A EXISTING FIELD CONDITIONS DURING EXCAVATION THAT MAY AFFECT THE ALLOWABLE BEARING DEPTH OF 1 '/z INCHES AND A HEIGHT EQUAL TO ONE-THIRD OF THE MEMBER'S DEPTH. PRESSURE AND OR THE INSTALLATION OF THE FOUNDATION SYSTEM PRIOR TO STARTING WORK. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT AND McELROY OTHERWISE. ENGINEERING. 16. 5. CONCRETE FOR THE FOUNDATIONS SHALL BE PLACED WITHIN 24 HOURS OF THE SUB GRADE REINFORCEMENT SPLICES SHALL NOT BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE APPROVAL BY THE PROJECT GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. PROJECT STRUCTURAL_ ENGINEER. WHERE INDICATED THE MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE CLASS B PER ACI 318, SECTION 12.14 AND 12.15 EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. SEE TABLES PROVIDED. 17. SSTRUCTURAL p q L STEEL NOTES R RA S TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER. 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". LATEST EDITION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE CALCULATION REQUIREMENTS AMERICAN WELDING SOCIETY, AWS D1.1. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS 1. CALCULATIONS AS REQUIRED BY DRAWINGS AND/OR SPECIFICATIONS SHALL BE NOTED OTHERWISE: SUBMITTED WITH THE REQUIRED SHOP DRAWINGS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ANCHOR BOLTS ASTM F1554 2. ALL CALCULATIONS SUBMITTED SHALL BE PRESENTED IN A LEGIBLE MANNER HARDENED WASHERS ASTM F436 AND FOLLOW AN ORDERLY, LOGICAL SEQUENCE. 4. STEEL SHAPES, PLATES, ETC., WHICH ARE EXPOSED TO WEATHER SHALL BE 3. ALL REFERENCES AND SOURCES OF INFORMATION SHALL BE LISTED WITHIN GALVANIZED IN ACCORDANCE WITH ASTM A123. THE CALCULATIONS. COPIES OF PERTINENT SECTIONS SHALL BE INCLUDED. 5. AN APPROVED LICENSED TESTING COMPANY SHALL VISUALLY INSPECT ALL WELDS. 4. BASIC LOADS AND DERIVATION OF FORCES, MOMENTS, SHEARS, REACTIONS, SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS. DEFLECTIONS, CAMBERS, ETC., SHALL BE INCLUDED. INCLUDE ALL UNBALANCED 6. TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER LOADING FORCES AS REQUIRED. LOAD REQUIREMENTS WITH APPROPRIATE FACTORS WELDING (USE GALVANIZED PAINT FOR TOUCH UP OF GALVANIZED STEEL). SHALL BE AS PER FBC (LATEST EDITION). 7. ALL WELDED CONNECTIONS SHALL BE DONE WITH E70XX ELECTRODES. SHOP 5. DESIGN ASSUMPTIONS SHALL BE CLEARLY STATED. AND FIELD WELDS SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND 6. ALL COMPUTER GENERATED CALCULATIONS SHALL BE ACCOMPANIED WITH EXPLANATIONS SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE FOR BUILDINGS OF OUTPUT/INPUT DATA (i.e. VARIABLE IDENTIFICATION, LOAD DERIVATION, ETC.). AWS D1.1. WELDS SHALL DEVELOP THE FULL STRENGTH OF MATERIALS BEING A BRIEF EXPLANATION OF GENERAL THEORY, METHOD AND ASSUMPTIONS USED WELDED UNLESS OTHERWISE NOTED. ALL WELDS SHALL BE IN ACCORDANCE SHALL BE INCLUDED. WITH THE STRUCTURAL WELDING CODE (ANSI/AWS D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED TESTS IN THE 7. ALL CALCULATIONS ARE TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER STRUCTURAL WELDING CODE IN BUILDING CONSTRUCTION OF THE AMERICAN REGISTERED IN THE STATE OF FLORIDA. WELDING SOCIETY. ACCEPTANCE TO BE SUBJECT TO THE INSPECTION AND REVIEW OF AN INDEPENDENT INSPECTION AGENCY. SHOP DRAWINGS 1. FOLLOW THE ARCHITECT'S INSTRUCTIONS FOR DISTRIBUTION OF SHOP DRAWINGS. 2. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED IN WHOLE FOR EACH OF THE FOLLOWING CATEGORIES: a. CONCRETE REINFORCING STEEL b. CONCRETE MIX DESIGN C. STRUCTURAL STEEL d. MISCELLANEOUS 3. DETAILER SHALL BE RESPONSIBLE FOR CHECKING ALL ARCHITECTURAL AND MECHANICAL DRAWINGS FOR OPENINGS AND EMBEDS, AFFECTING STRUCTURAL MEMBERS. 4. SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAILER'S CHECKER AND BE APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL TO ENGINEER. 5. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. 6. IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF PREPARATION OF SHOP DRAWINGS, THE ARCHITECT'S, ENGINEER'S OR OTHER DESIGN CONSULTANT'S TITLE BLOCK SHALL BE REMOVED AND REPLACED WITH A TITLE BLOCK LISTING THE FOLLOWING ITEMS: a. NAME, ADDRESS, AND TELEPHONE NUMBER OF CONTRACTOR, SUBCONTRACTOR, ETC. SUBMITTING SHOP DRAWINGS. b. SHEET NUMBER. C. DATE DRAWING PREPARED, THE INITIALS OF PERSON WHO PREPARED DRAWINGS, AND INITIALS OF PERSON CHECKING DRAWINGS. 7. ANY REPRODUCTION OF THESE CONTRACT DRAWINGS NOT COMPLYING WITH THE ABOVE WILL BE REJECTED AND NOT REVIEWED. MASONRY NOTES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1500 PSI). 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8". A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND A SLUMP BETWEEN 8" TO 11." JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. DO NOT USE MIX DESIGNS OTHER THAN THE GROUT MIX APPROVED FOR THE MASONRY CONSTRUCTION. 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 10'-0" OR 192 x BAR DIAMETER WHICHEVER IS LESS. REINFORCEMENT SHALL BE PLACED AT THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM 50 BAR DIAMETERS. EXTEND ALL VERTICAL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR COLUMN UNLESS NOTED OTHERWISE. 7. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD LADDER TYPE DUR-O-WAL (ASTM A-82 #9 GAGE WIRE) AT 16" O.C., UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 8. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6". LAP WITH STANDARD'T' AND'L' SHAPED PIECES AT INTERSECTIONS AND CORNERS. 9. PROVIDE A MINIMUM OF 3 COURSES HIGH BY 2 COURSES WIDE GROUTED SOLID MASONRY AT BEAM BEARING POINTS. 10. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 11. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT AND McELROY ENGINEERING FOR REVIEW. 12. PROVIDE A FULLY GROUTED KNOCK OUT BLOCK OR U-BLOCK REINFORCED WITH (1) #5 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 8" BEYOND EACH SIDE OF THE OPENING TYPICALLY. 13. MORTAR PLACEMENT: A. USE BED JOINT BETWEEN 1/4" AND 3/4" THICK AT FOUNDATIONS. B. USE 3/8" THICK JOINTS BETWEEN UNITS. C. TOOL ALL JOINTS WITH A ROUND JOINTER WHEN THE MORTAR IS THUMBPRINT HARD, UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. D. PLACE MORTAR ON CLEAN UNITS WHILE THE MORTAR IS SOFT AND PLASTIC. E. DO NOT DISTURB THE UNIT AFTER IT IS INITIALLY POSITIONED. F. PLACE MORTAR SO THAT ALL JOINTS OF SOLID UNITS ARE FULLY FILLED WITH MORTAR. G. FILL THE BED AND HEAD JOINTS OF HOLLOW UNITS WITH MORTAR, SPREAD ACROSS THE WIDTH OF THE FACE SHELL. H. MORTAR CROSS WEBS IN HOLLOW UNITS FOR THE FOLLOWING SITUATIONS: 1) ADJACENT TO CELLS TO BE GROUTED FOR PARTIALLY GROUTED CONSTRUCTION. 2) STARTING COURSE ON FOUNDATIONS AND OTHER SUPPORTS. 3) ALL PIERS, COLUMNS AND PILASTERS THAT ARE TO BE FULLY FILLED WITH GROUT. I. REMOVE PROTRUSIONS OF MORTAR INTO COLLAR JOINTS CAVITIES AND CELLS OF HOLLOW UNITS IF THEY PROJECT MORE THAN Y2'. J. DO NOT SLUSH MORTAR INTO HEAD JOINTS. K. FILL HOLES IN THE MORTAR. 14. PROVIDE ADEQUATE BRACING AND SUPPORT OF MASONRY UNTIL PERMANENT CONSTRUCTION IS IN PLACE. 1 ■ ■ 3 4 ■ ■ 6 ■ ■ 8 ■ 9 ■ 13 ■ 11 ■ ■ 13 ■ ■ McOroyEng® o -a STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mceiroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 'TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 _= No. 44741 STATE OF �Z�Z�2t AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton' A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS GENERAL NOTES PROJ. NO. H-20232.00 SHEET DRAWN VMM ■ 1i> ■ ■ 18 ■ i�� ■ 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 License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 0 ■ ■ N.W. ISOMETRIC VIEW N.E. ISOMETRIC VIEW McEtroyEnaineenna-ui STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 `��P�•��EN;;;•'QQ * ; No. 44741 ���••• STATE OF * :t O RtQ oil c L. t2l 2Z12� AdventHealth HYS ZEPHYRHILLS GENERATOR ADDITION Hunton wu A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ISOMETRIC VIEWS PROJ. NO. H-20232.00 SHEET DRAWN VMM Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. 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D• '° v. .° v'. - ..: ZOE GNnOH9 NO BVIS „9 • D I .D- s IF I' � Ts Q- --� •r•S � � � I ■ � L L _ r S rn i rn rn ' rn _ ' rn --- L�_— I I I „8 - ,ZE „0 - ,8L „7/1,8-,ZZ „ v/E L - ,ZZ ■ ■ 0 ■ d H ■ 61, ■ El ■ 14 ■ G ■ I ■ l ■ l ■ 7 ■ v ■ J ■ 6 0 2 0 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 1u ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ +r ■ ■ ■ 19 ■ 20 ■ K ■ 1.5 i i 3/4" HANGER ROD (TYPICAL) i 1 S303 SUSPEND MUFFLER FROM ROOF WITH (6) 3/4" THREADED RODS - COORDINATE DETAILS WITH MANUFACTURER (TOTAL WEIGHT 1500 LBS.) 6 �r S610 2 r. x 5 S610 F 1.5G 1.5H 45'-4" 01 22' - 7 3/4" 22' - 8 1 /4" 2 S303 10 HSS STEEL FRAME AROUND LOUVERS (TYPICAL) S610 BC-01 BC-01 BC-01 3x32 CB2 (137'-4) MC6X12 MC6X12 MC6X12 MC6X12 T.O. CMU = 137'-0" MC6X12MC6X12 MC6X12 i MC6X12 (3) PIPE HANGERS EACH MUFFLER i MC6X12 — — MC6562 — — MC6X12 MC6X12 — 6 S610 aCD cfl ~ m CD M L2x2x1/4 BEAM UPLIFT N ? N BRIDGING TYPICAL ALL m ROOF BEAMS U N cY 5 x — — — — — — — — I — — -- — — — — — — — I — — — — — — — — — — — — — — — — — — S610 HI 10 T.O. CMU = 137'-0" BC-01 S610 BC-01 BC-01 bo Cn OD M N b LO -QQ 8x32 C132 (137'-4) 3" - 20 GAGE WIDE RIB -TYPE N METAL DECK - - (8) #10 SCREWS - - - - - 8x24 CB1 (127'-4) gC-02 PER SPAN LOW 1 S610 BC-02 BG-02 I � T.O. CMU = 129'-0" 6 1or � v S610 ti S302 SLOPE _ SEE ARCH m m U U — — — — — — — --cfl X N X X M N -- — — — — — — — — — — x -- — — — — — — — — — > - - — — — — — — — — cc i 10 L2x2x1/4 BEAM UPLIFT �I BRIDGING TYPICAL ALL T.Q. CMU = 129'-0" HSS COLUMN BELOWROOF BEAMS TYP. - SEE PLAN BC-01 FOUNDATION BC-01 T.O. STEEL EL. =126'-10" , 9 2 o S6104 T.O. STEEL S610 W 1 2 W 1 2 E L. = 126' - 10" - --- - --- - - �---_ _ ��-=- - -- - - - --{M M) S610 N ROOF FRAMING PLAN S121 3/16" = V-0" ROOF FRAMING PLAN NOTES: 1. SEE GENERAL NOTES ON SHEETS S001 & S002. 2. TOP OF STEEL ELEVATIONS VARY. SEE STRUCTURAL AND ARCHITECTURAL PLANS AND SECTIONS FOR REQUIRED ELEVATIONS. FIELD VERIFY PRIOR TO CONSTRUCTION. 3. METAL ROOF DECK SHALL BE 3" - 20 GAGE WIDE RIB - TYPE N METAL DECK: Fy = 50 KSI (U.N.O.) DECK SECTION PROPERTIES: 1 = 0.848 in4/ ft Sp = 0.501 in3/ ft Sn = 0.552 in3/ ft fy = 50 KSI 4. FASTEN METAL DECK TO ALL SUPPORTS - SEE ROOF DECK FASTENING SCHEDULE ON THIS SHEET. 5. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS AND DETAILS NOT SHOWN. RESOLVE ALL DISCREPANCIES PRIOR TO FABRICATION. 6. STEEL DETAILER MUST DETERMINE TOP OF STEEL ELEVATIONS TO PROVIDE A UNIFORM SLOPE. 7. SEE DRAWING S501 FOR PRECAST CONCRETE LINTEL SCHEDULE. COORDINATE WALL OPENING REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION. 8. SEE DRAWING S603 FOR TYPICAL MASONRY DETAILS. LEGEND (#'-##") INDICATES TOP OF STEEL ELEVATION. C = �$" INDICATES REQUIRED POSITIVE CAMBER IN W-BEAM. INDICATES BEAM CONNECTION EMBED PLATE AT CONCRETE BC## BEAM, WALL OR COLUMN, OR CONCRETE BLOCKOUT AT MASONRY WALLS. SEE EMBED PLATE SCHEDULE. 8INDICATES STEEL COLUMN TYPE. SEE STEEL COLUMN SCHEDULE FOR COLUMN AND BASEPLATE DETAILS. _ _ ] INDICATES CONCRETE COLUMN, BEAM, OR WALL BELOW. INDICATES CONCRETE WALLS. SEE PLAN FOR TYPE AND " WALL SCHEDULE FOR SIZE AND REINFORCEMENT. INDICATES 8" MASONRY WALL. SEE MASONRY WALL SCHEDULE FOR REINFORCEMENT. REINFORCED w/ #6 VERT AT 24" O.C. (MAX) INDICATES PRE -CAST CONCRETE LINTEL AT OPENING Q -- D BELOW. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. 10: - 0. FP D3 D2 i 101 - 0• TYP D2 D1 D2 D3 D2 0 D3 D3 D2 0 �3 D2 D1 D2 D3 D2 0 D3 10' - 0" TYP ROOF DECK FASTENING SCHEDULE FASTENING SIDELAP FASTENER INTERIOR FASTENER ZONE PATTERN FASTENER PER SPAN O5/8" DIA. PUDDLE D1 WELDS 36/5 #10 TEK SCREW 8 D2 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8 WELDS 03 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8 WELDS NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT. L4x4 ANGLE WITH 5/8" DIA. PUDDLE WELDS AT 6" O.C. FASTENING 36/4 PATTERNS: 36/5 36/7 McOroyEngineennciuj "l-i STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 ,14t1ill#I110, �� P •�G � N � • �'o ftz C).'' �. fi •, ,� I No. 44741 ��Q• STATE OF ; A 1212�2� AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton PAR •CH I TT C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ROOF FRAMING PLAN PROJ. NO. H-20232.00 SHEET DRAWN VMM S1211 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 HI 10 T.O. CMU = 137'-0" BC-01 S610 BC-01 BC-01 bo Cn OD M N b LO -QQ 8x32 C132 (137'-4) 3" - 20 GAGE WIDE RIB -TYPE N METAL DECK - - (8) #10 SCREWS - - - - - 8x24 CB1 (127'-4) gC-02 PER SPAN LOW 1 S610 BC-02 BG-02 I � T.O. CMU = 129'-0" 6 1or � v S610 ti S302 SLOPE _ SEE ARCH m m U U — — — — — — — --cfl X N X X M N -- — — — — — — — — — — x -- — — — — — — — — — > - - — — — — — — — — cc i 10 L2x2x1/4 BEAM UPLIFT �I BRIDGING TYPICAL ALL T.Q. CMU = 129'-0" HSS COLUMN BELOWROOF BEAMS TYP. - SEE PLAN BC-01 FOUNDATION BC-01 T.O. STEEL EL. =126'-10" , 9 2 o S6104 T.O. STEEL S610 W 1 2 W 1 2 E L. = 126' - 10" - --- - --- - - �---_ _ ��-=- - -- - - - --{M M) S610 N ROOF FRAMING PLAN S121 3/16" = V-0" ROOF FRAMING PLAN NOTES: 1. SEE GENERAL NOTES ON SHEETS S001 & S002. 2. TOP OF STEEL ELEVATIONS VARY. SEE STRUCTURAL AND ARCHITECTURAL PLANS AND SECTIONS FOR REQUIRED ELEVATIONS. FIELD VERIFY PRIOR TO CONSTRUCTION. 3. METAL ROOF DECK SHALL BE 3" - 20 GAGE WIDE RIB - TYPE N METAL DECK: Fy = 50 KSI (U.N.O.) DECK SECTION PROPERTIES: 1 = 0.848 in4/ ft Sp = 0.501 in3/ ft Sn = 0.552 in3/ ft fy = 50 KSI 4. FASTEN METAL DECK TO ALL SUPPORTS - SEE ROOF DECK FASTENING SCHEDULE ON THIS SHEET. 5. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS AND DETAILS NOT SHOWN. RESOLVE ALL DISCREPANCIES PRIOR TO FABRICATION. 6. STEEL DETAILER MUST DETERMINE TOP OF STEEL ELEVATIONS TO PROVIDE A UNIFORM SLOPE. 7. SEE DRAWING S501 FOR PRECAST CONCRETE LINTEL SCHEDULE. COORDINATE WALL OPENING REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION. 8. SEE DRAWING S603 FOR TYPICAL MASONRY DETAILS. LEGEND (#'-##") INDICATES TOP OF STEEL ELEVATION. C = �$" INDICATES REQUIRED POSITIVE CAMBER IN W-BEAM. INDICATES BEAM CONNECTION EMBED PLATE AT CONCRETE BC## BEAM, WALL OR COLUMN, OR CONCRETE BLOCKOUT AT MASONRY WALLS. SEE EMBED PLATE SCHEDULE. 8INDICATES STEEL COLUMN TYPE. SEE STEEL COLUMN SCHEDULE FOR COLUMN AND BASEPLATE DETAILS. _ _ ] INDICATES CONCRETE COLUMN, BEAM, OR WALL BELOW. INDICATES CONCRETE WALLS. SEE PLAN FOR TYPE AND " WALL SCHEDULE FOR SIZE AND REINFORCEMENT. INDICATES 8" MASONRY WALL. SEE MASONRY WALL SCHEDULE FOR REINFORCEMENT. REINFORCED w/ #6 VERT AT 24" O.C. (MAX) INDICATES PRE -CAST CONCRETE LINTEL AT OPENING Q -- D BELOW. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. 10: - 0. FP D3 D2 i 101 - 0• TYP D2 D1 D2 D3 D2 0 D3 D3 D2 0 �3 D2 D1 D2 D3 D2 0 D3 10' - 0" TYP ROOF DECK FASTENING SCHEDULE FASTENING SIDELAP FASTENER INTERIOR FASTENER ZONE PATTERN FASTENER PER SPAN O5/8" DIA. PUDDLE D1 WELDS 36/5 #10 TEK SCREW 8 D2 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8 WELDS 03 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8 WELDS NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT. L4x4 ANGLE WITH 5/8" DIA. PUDDLE WELDS AT 6" O.C. FASTENING 36/4 PATTERNS: 36/5 36/7 McOroyEngineennciuj "l-i STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 ,14t1ill#I110, �� P •�G � N � • �'o ftz C).'' �. fi •, ,� I No. 44741 ��Q• STATE OF ; A 1212�2� AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton PAR •CH I TT C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ROOF FRAMING PLAN PROJ. NO. H-20232.00 SHEET DRAWN VMM S1211 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 10: - 0. FP D3 D2 i 101 - 0• TYP D2 D1 D2 D3 D2 0 D3 D3 D2 0 �3 D2 D1 D2 D3 D2 0 D3 10' - 0" TYP ROOF DECK FASTENING SCHEDULE FASTENING SIDELAP FASTENER INTERIOR FASTENER ZONE PATTERN FASTENER PER SPAN O5/8" DIA. PUDDLE D1 WELDS 36/5 #10 TEK SCREW 8 D2 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8 WELDS 03 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8 WELDS NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT. L4x4 ANGLE WITH 5/8" DIA. PUDDLE WELDS AT 6" O.C. FASTENING 36/4 PATTERNS: 36/5 36/7 McOroyEngineennciuj "l-i STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 ,14t1ill#I110, �� P •�G � N � • �'o ftz C).'' �. fi •, ,� I No. 44741 ��Q• STATE OF ; A 1212�2� AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton PAR •CH I TT C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ROOF FRAMING PLAN PROJ. NO. H-20232.00 SHEET DRAWN VMM S1211 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 10' - 0" TYP ROOF DECK FASTENING SCHEDULE FASTENING SIDELAP FASTENER INTERIOR FASTENER ZONE PATTERN FASTENER PER SPAN O5/8" DIA. PUDDLE D1 WELDS 36/5 #10 TEK SCREW 8 D2 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8 WELDS 03 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8 WELDS NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT. L4x4 ANGLE WITH 5/8" DIA. PUDDLE WELDS AT 6" O.C. FASTENING 36/4 PATTERNS: 36/5 36/7 McOroyEngineennciuj "l-i STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 ,14t1ill#I110, �� P •�G � N � • �'o ftz C).'' �. fi •, ,� I No. 44741 ��Q• STATE OF ; A 1212�2� AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton PAR •CH I TT C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ROOF FRAMING PLAN PROJ. NO. H-20232.00 SHEET DRAWN VMM S1211 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 McOroyEngineennciuj "l-i STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 ,14t1ill#I110, �� P •�G � N � • �'o ftz C).'' �. fi •, ,� I No. 44741 ��Q• STATE OF ; A 1212�2� AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton PAR •CH I TT C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ROOF FRAMING PLAN PROJ. NO. H-20232.00 SHEET DRAWN VMM S1211 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 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ ■ 9 ■ 10 ■ 11 ■ 12 ■ \ 15 ■ 16 ■ 17 ■ 18 ■ 1 ■ ?_Q ■ 1/4" = 1'-0" i ^\ 1/4" = 1'-0" 1.5K 1.5H 1.5F 2 y S303 78' - 0" J - - --. 32' - 8"- - 45' - 4" T.O. WALL . •: .. -".' ELEV. 141' 0" DOUBLE L4x4x3/8"x12" LG. AT TOP OF POST WITH (2) TOP OF CONCRETE 3/4" HILTI HIT-HY 200 EPDXY WITH 5 5/8" EMBEDMENT INTO CONCRETE TIE BEAM ELEV. - 137 -4 .; .:.. ..: ,.. i ,— ._, ,;_ —_. ' .. � :. �..�..�.. -� . i . � •.: '=� i.;,•- PICAL AT TOP OF HSS POST J 8X32 CONCRETE BEAM I I CONTINUOUS KNOCK -OUT BLOCK WITH i i i I i i CONTINUOUS #5 GROUTED SOLID iI Ii i i i i r t i. #5 DOWEL WITH 50 BAR DIAMETER LAP SPLICE i 2 � AT WALL VERTICAL REINFORCEMENT. SUPPORT ANGLE SUPPORT ANGLE SUPPORT ANGLE I S301 i Q0ANCHOR TO WALL `° i CO ANCHOR TO WALL i i ANCHOR TO WALL I I � I _ I X X X X I X X' S301 I U) Cn I U) U U U) U) U) I = HS X4 /16 = = HS X4 /16 = = HS X4 /16 I L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI HIT-HY 270 EPDXY WITH 5 i I 5/8" EMBEDMENT INTO CMU WALL OPEN OPEN OPEN (TYPICAL AT HSS POST AT JAMB) i CONTINUOUS KNOCK -OUT BLOCK WITH 3/4" ISOLATION JOINT CONTINUOUS #5 GROUTED SOLID EL.= 122' - 0" 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" T.O. WALL SUPPORT ANGLE SUPPORT ANGLE SUPPORT ANGLE EMBEDMENT. WELD HSS POST TU BASE -.-,•---,- — 4'--'.:w.•-r'.:'-',�: _ ANCHOR TO WALLANCHOR TO WALL ANCHOR TO WALL AROUND WITH 1/4" WELD WA PLATE ALL i r i i i I (TYPICAL) GENERATOR LEVEL70 118 - a _ as ° a. �a d; a •,a °' ° -•.de _ - _ _ ° „mod ,' a ey _ e. - _ - - d° a .•q° _ „'d v -' ., I:° OPEN al.,' `1-1 d d OPEN d , < a _ d FTG. AQ p Q` ,4 d d° d — - TYP T.O. FTG. = a ° "a d ° a . _ e e n. 12 °a °9 . a S602 ELEVATION ALONG LINE "QQ" 1 /4„ = 1'-0" 8" CMU WALL NEW BRICK TO 8 MATCH EXISTING I S603 i i -- NEW CONT 3/8" x 12" LG PL i i i -- CONT ALUMINUM ANGLE 1-3/4"x1-3/4"x1/4" AT LOUVER CONNECTION WITH ITW 1/4" STAINLESS STEEL TEKS/5 SCREWS AT 12" O.C. EACH LEG. PROVIDE 3M VINYL TAPE 472 FOR DISSIMILAR METAL SEPARATION WHERE REQUIRED. i i NEW LOUVER SYSTEM NEW CONT 3/8" x 11" LG PLATE i i NEW HSS6x4 �� ___ NEW HSS6x6 POST BEYOND i SINGLE PL CONT ALUMINUM ANGLE 1-3/4"x1-3/4"x1/4" AT CONNECTION BEYOND LOUVER CONNECTION WITH ITW 1/4" STAINLESS AT POST WITH (1) 1/2" STEEL TEKS/5 SCREWS AT 12" O.C. EACH LEG. DIA THRU BOLT --- PROVIDE 3M VINYL TAPE 472 FOR DISSIMILAR METAL SEPARATION WHERE REQUIRED. NEW LOUVER SYSTEM ----- — NEW CONT 3/8" x 12" LG PLATE I _ � I 1 1 9 T.O. CONC (LVL 2) S603 ELEV = SEE ELEVS CONCRETE WALL 4 #7-602 AT_ NEW LOUVER S301 3/4" = 1'-0" HcElroy-Elr il J_j i cl i n e e r i n ar-3j STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mceiroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 G rG. 10CF� * ; No. 44741 CCOR >�o»• STATE OF .•»�,'�" lI' 4 1 12, 7, z! AdventHealth ..'I` .a .HILLS ZEPHYRHILLS GENERATOR ADDITION Hunton• . • A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS WALL ELEVATIONS PROJ. NO. H-20232.00 SHEET DRAWN VMM S301 ■ ■ ■ ■ ■ 6 ■ 7 ■ ■ ■ ■ 11 ■ ■ ■ 14 ■ 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 Bann€es4e as ,. ,Rsux ae_ e ■ ■ 3 ■ 4 ■ ■ ■ 7 ■ 3 ■ ■ 1 ■ �a ■ _ ■ 13 ■ 14 ■ ■ « ■ I? ■ ■ e' 9 ■ i : fFit 1 � 2 S301 S301oL 129' - 0" METAL DECK 129' - 0" T.O. WALL 1 W112X261 I I I SEE PLAN 1 wiox2fil 1 1 1 W1 X26 -6T.O. WALL t 1/4" = 1'-0" 56' - 2 3/8" 34' - 8" S30 10 s6o2 1 e 1IST LEVELI 112' - 0" T.O. FTG. l 3 ELEVATION ALONG LINE 111.5G" S3o2 1/4" = 1'-0" (PP i 21' - 6 3/8" m m\ y Y i I I t GENERATOR LEVEL 1 s i 1ST LEVEL 112'-0" V IAi MMA"A CIE= ni An.i ELEVATION AT NEW ROLL -UP DOOR 1 /2" = 1'-0" STEEL ELEVATION ALONG LINE 111.5K" 1 /4" = 1'-0" ^"' TIE BEAM IT WALL SOLID ,OVE OPENING _FRAMING PLAN��/� 133' - 0" V CMU WALL - SEE PLAN NERATOR LEVEL 118' - 11" v RETAINING WALL - SEE PLAN lro C3 McEyEngineering-, STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mceiroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 'TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 _= No, 44741 STATE OF Ott Adverwit g Health PHY aHILL ZEPHYRHILLS GENERATOR ADDITION Huntul lilwm A R C H I T E C T DATE SUBMISSION I 12.17.21 CONSTRUCTION DOCUMENTS WALL ELEVATIONS AND SECTIONS PROD. NO. H-20232.00 SHEET DRAWN VMM S302 ■ ■ ■ ■ ■ r.:.0' 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 License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R TYI (QQ PP 1.51F 1.5G 1.5H 45'-4" 22W 3/4" 22'-8 1/4" 2 I W-BEAM -SEE PLAN i -BEAM = SEE PLAN W-BEAM = SEE PLAN S302 L X4X /16 1 1 1I 1_6 4 5 16 1 1 I I IX I I I I I I m m t r X X X X Ui can = HSS6X4X5/16 = co i c� r r X X X � can = HSS6�4X5/16 = m m r r X X X X U) U _ HSS6X4X5/16 _ • KX KX L6X4X5/16 _ i i 1_6X4 5/16 L6X4X5/16 LOUVER ELEVATION 1 /4" = 1'-01, DOUBLE L4x4x3/8"x12" LG. AT TOP OF POST W ITH (2) 3/4" H I LTI H IT-HY 200 EPDXY WITH 5 5/8" EMBEDMENT INTO CONCRETE TIE BEAM (TYPICAL AT TOP OF HSS POST AT JAMB) L4x4x3/8"x12" LG. WITH (2) 3/4" HILT[ HIT-HY 270 EPDXY WITH 5 5/8" EMBEDMENT INTO CMU WALL (TYPICAL AT HSS POST AT JAMB AT 32" O.C.) 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" EMBEDMENT. WELD HSS POST TO BASE PLATE ALL AROUND WITH 1/4" WELD. (TYPICAL) _GENERATOR LEVEL 118' - 11" LOUVER ELEVATION 1 /4„ = 1'-0" 1 ■ 2 ■ ■ 4 ■ ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 1;: ■ 14 ■ 1 r DOUBLE L4x4x3/8"x12" LG. AT TOP OF POST WITH (2) 3/4" HILTI HIT-HY 200 EPDXY WITH 5 5/8" EMBEDMENT INTO CONCRETE TIE BEAM (TYPICAL AT TOP OF HSS POST AT JAMB) ZOOF FRAM_ ING PLAN 133' - 0' L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI HIT-HY 270 EPDXY WITH 5 5/8" EMBEDMENT INTO CMU WALL (TYPICAL AT HSS POST AT JAMB AT 32" O.C.) 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" EMBEDMENT. WELD HSS POST TO BASE PLATE ALL AROUND WITH 1/4" WELD. (TYPICAL) GENERATOR LEVEL 118' - 11" McElroyEngineering-, 0 STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE .BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 Not-11111/1" !�k� � E mD,C�'Ii * ; No. 44741 � �-)q©}�. STATE OF XI,. �. %,V f �C�,S,CC�Rt� bN oil !i. 12�ZZI Advlent Health ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton • A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS WALL ELEVATIONS AND SECTIONS PROJ. NO. H-20232.00 SHEET DRAWN Author ■ 16 ■ 17 ■ 181 ■ 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 1 0 2 0 3 0 4 0 5 m 6 0 7 0 8 0 9 0 10 ■ 11 IN 12 0 13 ■ 14 ■ 15 0 16 ■ 17 ■ 18 0 19 0 20 STEEL COLUMN SCHEDULE TYPE HSS5x5x3/8 2"—, 8" �,;--2" T, -0 6 BASE PLATE 00 PLAN �114 PL 1 x l'-O" x V-0" BASE PLATE 50 KSI (4) 3/4" DIA. A.B. ANCHOR BOLTS 10"EMBEDMENT F1554 55ksi COLUMN TYPE COLUMN NOTES: FILLET WELD NOTES: SEE NOTES COLUMN CL SEE NOTES COLUMN CL #1 #2 & RECESS COLUMN 1. PROVIDE 114" CAP PLATES ON ALL TUBE 1. ALL WELDS ARE CONTINUOUS ALL #1  BASE PLATE AT SLAB AND PIPE COLUMNS UNLESS NOTED AROUND COLUMN BASE. 2' U) ON GRADE OTHERWISE. W 00w TOP OF CONC SLAB 2. PROVIDE 5/16" FILLET WELD AT ALL N 0� ox- zw 2. ALL ANCHORS TO BE Fl 554 55ksi COLUMN MATERIAL THICKER THAN 1/2" TOP OF SUPPORT 7 71 , MATERIAL UNLESS NOTED OTHERWISE. AND 1/4" FILLET WELD OTHERWISE. 3. SET BASE PLATES ON WEDGES, SHIMS, f-1 OR LEVELING NUTS AS REQUIRED. 4 W a- 00 w W 00- _j W A Z W co < a- w , < A C) w w w w w 00 w A WK Z> 11f 4. Co w mw Cli 0-1 > U) A Z 4.4 w w W 0 z 4 TACK WELD (2) 0 A A Z Z .4. 0 TACK WELD (2) 0 z 1 4 4 PLACES@3/4" DIA z PLACES@3/4" DIA HEAVY HEX NUT (TAP).4 47 OR LESS (3) PLACES ALL 44 4 HEAVY HEX NUT (TYP) OR LESS (3) PLACES ALL 41 OTHERS OTHERS SEE COLUMN SCHEDULE FOR SIZE SEE COLUMN SCHEDULE FOR SIZE AND NUMBER OF ANCHOR BOLTS AND NUMBER OF ANCHOR BOLTS TYPICAL ANCHOR BOLT DETAIL TYPICAL RECESSED ANCHOR BOLT DETAIL CONCRETE EMBED PLATE CONNECTION SCHEDULE SINGLE PLATE CONNECTION EMBED PLATE AT CONCRETE COLUMN MARK BEAM SIZE REMARKS NO OF A325N BOLTS PL THICKNESS FILLET WELD E.S. HEADED STUD PLATE SIZE BCOI W14, W16 (4) 3/4" DIA. 3/8" 1/4" (6) 5/8" DIA. x 5" LG. HSA - (3) ROWS OF 2 PL 1/2" x 1 -0" x l'-4" LG. BCO2 W12 (3) 3/4" DIA. 3/8" 1/4" (6) 5/8" DIA. x 5" LG. HSA - (2) ROWS OF 3 PL 1/2" x l'-4" x V-0" LG. EMBED PLATE DETAILS REINF. CONC. -SEE PLAN SPECIAL L-SHAPED EMBED PLATE - SAME AS SCHEDULE 04 REINF. CONC. - SEE PLAN EXCEPT AS NOTED BELOW EMBED PLATE PER SCHEDULE io HORIZONTAL SLOTS AT HORIZONTAL SLOTS A SINGLE PL AT SINGLE PL SINGLE PLATE CONNECTION SINGLE PLATE CONNECTION A (0 PER SCHE ULE PER SCHEDULE A 2"—;N 8" —2" ZN 1,2 IL e- 11- 011 4 A - W-BEAM - SEE PLAN1'-0" W-BEAM -SEE PLAN \ 12" x 16" 12" x 16" (6) STUDS (6) STUDS BC01 BCO2 TYPICAL BEAM CONNECTION OFFSET BEAM CONNECTION_ NOTES: 1. THE MINIMUM DISTANCE FROM STUD TO CONCRETE EDGE IS 4 1/2", AND MINIMUM STUD SPACING IS 5". 3. EMBED PLATE SCHEDULE DOES NOT INCLUDE PANEL TO PANEL CONNECTIONS OR EMBEDS AT CONTINUOUS DECK ANGLES. 2. THE MINIMUM DISTANCE FROM STUD TO EDGE OF PLATE IS 1 1/2". 4. EMBED PLATES INSTALLED ABOVE ROOF DECK AND/OR EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. W-BEAM A325N BOLTS SINGLE PLATE CONNECTION SCHEDULE PER SCHEDULE A325N BOLTS BOLTS PER SCHEDULE SCHEDULE L 2" SINGLE PL 1 1/2" SINGLE PL W1 1/2" T=THICKNESS CAPACITY -KIPS (FACTORED) BEAM SIZE NO. OF A325N BOLTS HOLE TYPE PLATE SIZE BOLT SPACING (S) MIN. EDGE DISTANCE (L,,) FILLET WELD SIZE T L 27.7 W8** (2) 3/4" DIA. SSLT 3/8" 6" 3" 1 1/2" 1/4" _ION CONNECTION 47 W10** (3) 3/4" DIA. SSLT 3/8" 8" 23/4" 1 1/4" 1/4" N 47 W12** (3) 3/4" DIA. SSLT 3/8" 91, 3" 1 1/2" 1/4" wo 0 < 0 w m 0 U- = zo 47 W14 (3) 3/4" DIA. SSLT 3/8" 91, 3" 1 1/2" 1/4' 63 W16 (4) 3/4" DIA. SSLT 3/8" 12" 3" 1 1/2" 1/4" 79 W18 (5) 3/4" DIA. SSLT 3/8" 15" 3" 1 1/2" 1/4" 95 W21 (6) 3/4" DIA. SSLT 3/8" 18" 3" 1 1/2" 1/4" o C14 W24 (7) 3/4" DIA. SSLT 3/8" 21 3" 1 1/2" 1/4" 127 W27 (8) 3/4" DIA. SSLT 3/8" 24" 3" 1 1/2" 1/4" 127 W30 (9) 3/4" DIA. SSLT 3/8" 26-1/2" 3" 1 1/4" 1/4" 159 W33 (10) 3/4" DIA. SSLT 3/8" 30" 3" 1 1/2" 1/4" 175 W36 (11) 3/4" DIA. SSLT 3/8" 32-1/2" 3" 1 1/4" 1/4" 3" MAX- 1-1/21, TYP STD STANDARD HOLES VALUES BASED ON HSS CONNECTIONS MANUAL -1ST EDITION -TABLE 4-8. -1/2 ! SSLT SHORT -SLOTTED HOLES TRANSVERSE TO DIRECTION OF LOAD VALUE BASED ON MINIMUM WEB THICKNESS OF 1/4". SUPPORTS FLEXIBLE OR RIGID N THREADS INCLUDED 3" MAX X THREADS EXCLUDED 11 m 2 4 0 FOOTING SCHEDULE TYPE SIZE REINFORCING REMARKS WIDTH DEPTH LENGTH C �) 4'-6- 11-01, CONT. I (6) #5 LONGITUDINAL TOP & BOTTOM WITH #4 AT 12" O.C. TRANSVERSE TOP & BOTTOM W1 ACI 90' HOOK EACH END C�) 6'-6" 1'-4" CONT. (7) #5 LONGITUDINAL TOP & BOTTOM WITH #5 AT 12" O.C. TRANSVERSE TOP & BOTTOM W/ ACI 900 HOOK EACH END 5.0 5'-6" 5'-6" 11-01, (6) #5 x 6-0" LG BOTTOM EA. WAY C3 -j McEtrom mEngineering-i V STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mceiroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 '70 THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 01k0liffilt" /If 1%b I%. 0. STATE OF IN: VON Ad xvile n t H ea Ith ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION u n "11 WL A R C H I T E C T S DATE SUBMISSION 12.17.21 CONSTRUCTION DOCUMENTS SCHEDULES PROJ. NO. H-20232.00 SHEET DRAWN VMM S50 1 7 io 2 0 14 14 0 15 0 17 + 2 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 mw.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 IN 17 ■ 18 ■ 19 ■ 20 SAFE LOAD TABLES FOR GRAVITY, UPLIFT AND LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS ccztrcrnnterr GRAVITY - TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-oB 8F24-OB 8F28-0B 8F32-OB 8F8-18 8F12-1 B 8F16=1 B 81720-1 B 8F24-1 B 8F28-16 8F32-1 B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 1 6113' 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547` 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 p> 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 - 7547 (3s) 7342 (�s) 8733 (1s> 1012709) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168(45) 6036 (19) 7181 (ts) 8328 (2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(37) 8825 (14) T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 (44) 6472 (15) 914" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 (37) 6390(47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 t3e) 4754 (45) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1 1684 2193 2805 3552 ,�►sT- MT° UPLIFT LATERAL TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8U8 81F8 REINF. CMU** 8178-2T 8F12-2T 8F16-2T 8F2072T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1293 1642 2135 1972 3173 4460 5747 7034 8321 ssos 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1025 1024 1830 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 765 763 1365 1363 2192` 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 592 591 1057 1207 lsaa 2724 3508 42s2 5077 5861 51-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 411 411. 734 1016 1632 2290 2949 3607 4265 - 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 340 339 607 909 1492 2093 2694 3295 3897 4498 6'-6" (78°) PRECAST 835(12) 1340 1880 2419 2959 3498 4038 507 721 483 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 (23) 1021 1634 (12) 2102 (11) 2571 (1o) 3039 (1o) 3508 (9) 424 534 357 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133 (r5) 1471 (15) 1811 (15) 2152 (1s) 2494 (15) 326 512 227 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 (15) 1185 (15) 1458 (15) 1732 o5) 2007 (15) 284 401 178 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 (15) 1034 (15) 1272 (15) 1510 (15) 1749 (15) 260 452 152 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1151 (15) 1366 (1s) 1582 (15) 217 402 135 470 543 928 1349 1649 1948 2247 MATERIALS: SAFE LOAD TABLE NOTES: 1. 8" PRECAST LINTELS fc = 3500 PSI. 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 2. 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS MUST BE REDUCED BY 20% IF BEARING LINTELS fc = 6000 PSI LENGTH IS LESS THAN 6-1/2". 3. 4" PRECAST LINTELS fc = 3000 PSI 2. N.R. = NOT RATED. 4. GROUT PER ASTM C476 fg = 3000 PSI WITH 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE STRENGTH = 1900 PSI OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE 6. REBAR PER ASTM A615 GRADE 60 PRECAST LINTEL. SEE REINFORCED CMU. 7. PRESTRESSING STRAND PER ASTM A416 6. (1) #7 REBAR MAY BE SUBSTITUTED FOR (2) #5 GRADE 270 LOW RELAXATION REBARS IN 8" LINTELS ONLY. 8. 7/32" WIRE PER ASTM A510 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 9. MORTAR PER ASTM C270 TYPE M OR S CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF GENERAL NOTES: SUPPORT. 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 2. SHORE FILLED LINTELS AS REQUIRED 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD 3. INSTALLATION OF LINTEL MUST COMPLY WITH FROM THE NEXT LONGEST LENGTH SHOWN. ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2" LG FOOT (PLF). NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION; EXCEPT LINTELS 17'-4" AND LONGER 12. THE NUMBER IN THE PARENTHESIS INDICATES THE WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED PERCENT REDUCTION FOR GRADE 40 FIELD ADDED U180. REBAR. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT EXAMPLE: THE BOTTOM OF LINTEL CAVITY. T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 15 WITH 15°/ REDUCTION => 6472 85 = 5501 PLC (X) = SEE SAFE LOAD TABLE NOTE #12 (X) = SEE SAFE LOAD TABLE NOTE #12 ** = SEE SAFE LOAD TABLE NOTE #5 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN 7 5/8" ACTUAL COMPOSITE LINTEL IN LIEU OF CONCRETE 8" MASONRY MASONRY UNITS. n n 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN II 1v1 II 7 5/8" ACTUAL #5 VERT WALL REINF ANALYSIS PER ACI 318 AND ACI 530 8" MASONRY AT 48" O.C. U.N.O. 8-8UL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 10. PRODUCT APPROVALS: MIAMI-DADE COUNTY 7 5/8" ACTUAL FLORIDA NOS. 08-0320.09 AND 06-0222.01. FLORIDA #5 VERT WALL REIN CERTIFICATE OF PRODUCT APPROVAL NO. FL158. PC LINTEL TYPES AT48' O.C. U.N.O. $'MASONRY 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN (1) #5 CANT MID EXTERIOR CONCRETE MASONRY WALLS SHALL ~ HAVE A COATING OF STUCCO APPLIED IN F -FILLED WITH GROUT QTY OF #6 REBAR GROUTED SOLID GROUTED SOLID co GROUTED SOLID ACCORDANCE WITH ASTM C-926 OR OTHER U = UNFILLED �- AT BOTTOM OF in Cod N _ APPROVED COATING. LINTEL CAVITY (r" N U ($ N U °0o U � F P 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL 00 („ UL ' N N (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) 8 F 16- 1 B/ 1 T - __ • LOADS SHOULD BE CHECKED FOR THE COMBINED (1) #5 CONT (1) #5 CONT - (1) #5 CONT LOADING WITH THE FOLLOWING EQUATION: U-SHAPED PRECAST U-SHAPED PRECAST U-SHAPED PRECAST APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 NOMINAL WIDTH ATY OF #6 REBAR CONC. LINTEL. SEE LOAD CONC. LINTEL. SEE LOAD CONC. LINTEL. SEE LOAD SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD AT TOP NOMINAL HEIGHT TYPE: L1 TYPE: L2 TYPE: L3 TABLE THIS SHEET TABLE THIS SHEET TABLE THIS SHEET 8F16-1 B 8F16-1 B/1T 8F24-1 B/1 T #6 REBAR AT TOP CLEAR OPENING < 4'-0" (U.N.O.) CLEAR OPENING < 6'-8" (U.N.O.) CLEAR OPENING < IVA" (U.N.O.) / MIN (1) REQ'D NOTE: NOTE: NOTE: _ SHORE PRECAST LINTEL PER SHORE PRECAST LINTEL PER SHORE PRECAST LINTEL PER -- GROUT MANUFACTURER MANUFACTURER MANUFACTURER Q w U RECOMMENDATIONS RECOMMENDATIONS RECOMMENDATIONS U J N ! C.M.U. Q z - #6 REBAR AT Ln� BOTTOM OF LINTEL Oz CAVITY TYPICAL PRECAST CONCRETE BOTTOM REINFORCING LINTEL SCHEDULE PROVIDED IN LINTEL (VARIES) 7-5/8" ACTUAL 8" NOMINAL WIDTH LINTEL DESIGNATION CONCRETE BEAM SCHEDULE REINFORCING MARK SIZE STIRRUPS REMARKS TOP MIDDLE BOTTOM CB1 8" x 24" (2) #5 (2) #5 (1) E.F. AT MID DEPTH (2) #5 #3 AT 12" O.C. CB2 8" x 32" (2) #5 (4) #5 (2) E.F. EQ. SPACED (2) #5 #3 AT 12" O.C. HcElixj%yEngin J STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.24,5.8775 FAX: 407.245.8744 WEIBSIITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CFIAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 MN. � 2 .� `ti ® off/, ♦ . '• d/ No. 44741 ; �k =-�CC mo d••• STATE OF �� /ON V �Z`zz 6Z 1 AdvnentHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton so A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS SCHEDULES PROJ. NO. H-20232.00 SHEET DRAWN VMM S502 ■ 2 ■ ■ A ■ 5 ■ ■ 7 ■ 3 ■ ` ■ 10 ■ ; ■ 12 ■ t; ■ 4 ■ 1f� ■ + v; ■ 17 ■ i3 ■ 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 ■ 0 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 HIGH N.T.S. SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS. STOP GROUT MIN 1-1/2" BELOW TOP OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR. MAXIMUM HEIGHT OF POUR = 24'-0". MAXIMUM HEIGHT OF LIFT IS 5'-0". WAIT 3 TO 5 MINUTES AND CONSOLIDATE WITH FLEXIBLE CABLE VIBRATOR. POUR SUCCEEDING LIFTS AFTER WAITING 15 TO 60 MINUTES. RECONSOLIDATE EACH LIFT BY VIBRATING SEVERAL INCHES INTO THE PROCEEDING LIFT. CONSOLIDATION OF A LIFT AND RECONSOLIDATION OF THE PROCEEDING LIFT MAY BE DONE AT THE SAME TIME. GROUT TO CONFORM TO ASTM C476. SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE = 3/8". SLUMP = 8" TO 10". DO NOT USE SAME MIX AS USED FOR TIE BEAMS. PROVIDE CLEAN OUT HOLE MINIMUM SIZE 3" x 3". ALL OVERHANGING MORTAR AND DEBRIS TO BE REMOVED FROM INSIDE THE CELL WALLS. SEAL PRIOR TO GROUTING, BUT AFTER INSPECTION. NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. LIFT GROUTING SECTION 2'-0" SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS. 50 BAR DIAMETER LAP SPLICE TYPICAL. LAY UP NEXT 4'-0" OF WALL AFTER LOWER SECTION IS GROUTED 1-1/2" (MIN) GROUT TO CONFORM TO ASTM C476. SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE = 3/8". SLUMP = 8" TO 10". DO NOT USE SAME MIX AS USED FOR TIE BEAMS. MAXIMUM LIFT = 4'-0" NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. LOW LIFT GROUTING SECTION N.T.S. #4 x 2'-0" DOWELS DRILL AND EPDXY DOWELS INTO CENTER OF AT 18" O.C. ( EXISTING SEE CHAR FOR EMBDMENT DEPTH.I N NEW CONC. SLAB ON TYP) GRADE - SEE PLAN NOTES SLAB THICKNESS "T" EMBEDMENT DEPTH-"D" 4" 3" 5" 4" > 6" 5" 15 MIL (MIN) VAPOR BARRIER THAT MEETS ASTM E-1745 ROUGHEN FACE OF EXISTING CONCRETE CLASS A REQUIREMENTS AND LIGHTLY DAMPEN JUST PRIOR TO THE PLACEMENT OF THE NEW CONCRETE SLAB. 1 NEW SLAB CONNECTION TO EXISTING SLAB DETAIL N.T.S. SAWCUT DEPTH SLAB THICKNESS SAWCUT DEPTH 4" 1" 5" 1 1/4t, 6" 1 1/2" 7" 1 3/4" 9" 2 1/4" 10" 2 1/2" NOTE: 1. SEE PLANS FOR LOCATION OF SAW CUT JOINTS. MAXIMUM SAW CUT JOINT SPACING SHALL NOT EXCEED 36 TIMES THE SLAB THICKNESS. 2. CONTROL JOINTS MUST BE SAW CUT INTO THE SLAB USING EARLY -ENTRY SAW BLADES. TRIAL CUTS MAY BE REQUIRED TO AVOID RAVELING. 3. AT CONTRACTOR'S OPTION, CONTROL JOINTS MAY BE TOOLED IN LIEU OF SAW CUT JOINTS. SEALANT AS REQUIRED FOR FLOOR FINISHES OR WHERE EXPOSED TO WEATHER OR VEHICLE TRAFFIC - SEE ARCH DWGS CM z� Cl) CO w Z !n- -- - -� - - - - - ---- CONCRETE U a SUPPORT BLOCK AT I- Q ww 4'-0" O.C. (MAX) EACH rn WAY SLAB ON GRADE w/ Ua U)''^^ d m w w v a° P FIBER REINFORCED SLAB ON GRADE CONTROL JOINT N.T.S. ;IJ) - 1/2" AT HSS COLUMNS TYPICAL COLUMN ISOLATION JOINT N.T.S. 7 SLAB REINF. TO BE CONT. THROUGH SAW CUT JOINT _ a ' e_ VAPOR BARRIER AS REQ'D - SEE ARCH DWGS 1) MAT OF REINF. SEALANT AS REQUIRED FOR FLOOR FINISHES - SEE ARCH DWGS ----------------- VAPOR BARRIER AS REQ'D - SEE ARCH DWGS SLAB ON GRADE K.O. BLOCK WITH (1) #5 CONT GROUTED SOLID GROUT MASONRY SOLID AT ALL WALL REINFORCEMENT. GROUT SHALL HAVE AN 8 TO 10 INCH SLUMP AND A STRENGTH OF 2500 PSI. E-DILIF21=13r_TIirZii oxemin:114T_1 1974Ik!IAky,/-wi71I:YiTIA11 #6 AT 8" O.C. DOWEL AT 24" O.C. WITH 50 BAR DIA LAP SPLICE HORIZ. JOINT REINF. AT 16" O.C. SEE FOUNDATION PLAN AND FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. 0 w U U U w TYPICAL CMU WALL SECTION (101-011 MAX HEIGHT) N.T.S. EXTG SLAB TO BE REMOVED AND REPLACED WITH NEW SLAB. ROUGHEN NOTE: FACE OF EXISTING SLAB EDGE AND SURFACE OF NEW SLAB POUR APPLY SIKA ARMATEC 110 EPOCEM COLOR AND FINISH TO MATCH BONDING AGENT IN ACCORDANCE WITH #4 DOWELS AT 16" O.C. EA. SIDE EXISTING - SEE ARCH oe MANUFACTURER'S PRODUCT DATA. -STAGGERED DRILL AND EPDXY DOWELS INTO CENTER OF 1'-4" LAP SPLICE (MIN) EXISTING SLAB WITH HILTI HIT-HY 200 EPDXY NEW CONC. SLAB ON GRADE (TYP) - SEE PLAN NOTES �/� - SEE CHART FOR EMBEDMENT DEPTH. 1, D' 1 . P- D /— EXISTING CONC. SLAB ON GRADE SLAB THICKNESS "T" EMBEDMENT DEPTH - "D" 4" 3" 5" 4" > 6" 5" SEE ARCHITECTURAL SPECS FOR VAPOR / - BARRIER REQUIREMENTS, ROUGHEN FACE OF EXISTING SLAB EDGE AND APPLY SIKA ARMATEC 110 EPOCEM BONDING AGENT IN ACCORDANCE WITH MANUFACTURER'S PRODUCT DATA. ATYPICAL SLAB REPLACEMENT DETAIL TYPICAL PIPE BOLLARD DETAIL N.T.S. NEW EQUIPMENT (SEE MECHANICAL DWGS) PROVIDE GALV 1/2" DIA HILTI KWIK HUS ANCHORS WITH MIN 4-1/4" PENETRATION INTO CONCRETE PAD AT EACH MOUNT WITH A SPACING NOT TO EXCEED 3'-6" O.C. PROVIDE HEAVY DUTY WASHER AT EACH ANCHOR CONCRETE EQUIPMENT PAD - SEE PLAN FOR REINFORCING _z 4 TYPICAL EQUIPMENT MOUNTING DETAIL N.T.S. s601 1 1/2" = 1'-0" S601 1" = 1'-0" PRECAST LINTEL F- SEE SCHEDULE 'r 1I - - - - - - _ -- -•III,`- - - -_-- -1'�- -_ - { 1. MIN. _ r t LLI r* CO 0 0 a. a_ °I 1° 4�° WALL FOOTING REINF. IWAA. - SEE SCHEDULE TYPICAL BLOCK OUT AT CMU WALL N.T.S. HSS COLUMN - SEE GENERAL NOTE: COLUMN SCHEDULE A.B. (F1554 55ksi MATERIAL) THE LENGTH MUST SATISFY BOTH THE REQ'D MIN EMBEDMENT AND THE MIN PROJECTION. EMBEDMENT DEPTH ISOLATION JOINT (IJ) - 1/2" THICK IS FROM T/FOOTING TO T/HEAVY HEX NUT ASPHALT -IMPREGNATED FIBERBOARD 3„ CONCRETE FILL -USE MIN SLAB ON GRADE I SAME MIX DESIGN AS SLAB - SEE PLAN ON GRADE U.N.O. T.O.SLAB ---- --=--- - -- -. .. _.. TT ELEV --- -- -- ---- -=- - =- -- --- ---- SEE PLAN BASE PLATE AND NON -SHRINK -VAPOR BARRIER � � . - -SEE ARCH DWGS GROUT PER STEEL COLUMN - SCHEDULE a ') T.O. FTG. ELEV = SEE PLAN 6 Of C) SEE ie ° 4 SEE FOUNDATION PLAN AND/OR ° a FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING 3" CLR MIN HEAVY HEX NUT - TACK WELDED TOP AND BOTTOM. DO NOT 01 SEE PLAN AND SCHEDULE PROVIDE J-BOLT ANCHORS - SEE COLUMN SCHEDULE 12 INTERIOR COLUMN FOOTING SECTION N.T.S. EL. = SEE PLAN T.O. FTG WALL FOOTING - SEE PLAN 1 ■ 2 ■ ■ ■ 5 ■ 3 ■ 7 ■ 8 ■ c ■ 10 ■ 1 i ■ 12 ■ 1; ■ il ■ 15 I— v X DINATE CHAMFER WITH TECTURAL FINISHES. 1 CONCRETE CHAMFER DETAIL C r0 J STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.87" WEBSITE: mceiroyeng.com Flan Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETE12MtNEl� €£Y TFIE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT OONDJTICFNS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 aol%!111#111f` Ilk r r 4 .r No. 44741 �t STATE OF \ ZIZ Z�Z-1 AdvlMdHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION u n to*I A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS FOUNDATION TYPICAL DETAILS PROJ. NO. H-20232.00 SHEET DRAWN VMM S60111 ■ in ■ 17 ■ _€ ■ 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 License AAC001744 i • 2 ■ 3 • 4 ■ 5 ■ 6 • 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ 8" REINF. MASONRY 1/2" BITUMINOUS BOARD \\ I H ISOLATION JOINT DOWELS AT VERTICAL WALL REINFORCEMENT WITH 50 CONCRETE SLAB - SEE PLAN BAR DIA LAP SPLICE T.O. SLAB ELEV = SEE PLAN 77- GRADE -SEE CIVIL VAPOR BARRIER - SEE ARCH DRAWINGS GROUT SOLID BELOW GRADE T.O. FOOTING ELEV = SEE PLAN _ SEE FOUNDATION PLAN AND/OR FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. TYPICAL PERIMETER SECTION 3/4" = 1'-0" 3/4" = 1'-0" .L T.O. SOIL EL.= SEE CI% ACI STD 90 DEG. HOOK 3" CONT #4 ALONG EDGE CONCRETE SLAB v�i MASONRY WALL BEYOND - SEE PLAN SLOPE DOWN 1/8" CONCRETE SLAB - SEE PLAN PER FT. i T.O. SLAB " ELEV = SEE PLAN ^i I i. \- VAPOR BARRIER - SEE ARCH i 1 ' DRAWINGS (2) CONT. COURSES OF MASONRY GROUTED SOLID. T.O. FOOTING ELEV = SEE PLAN SEE FOUNDATION PLAN AND/OR FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. 2 TYPICAL DOORWAY SECTION s602 3/4" = 1'-0" 3/4" = 1'-0" ,LT.O. SOIL EL.= SEE CI\j ACI STD 90 DEG. HOOK 3" SEE SCHEDULE FOR ALTERNATING TOP TRANSVERS BARS CONCRETE SLAB (2) #4 CONT. - SEE PLAN NOTE - (1) TOP AND (1) BOTTOM CONT. #4 TOP AND BOTTOM ALONG EDGE SUPPORT BLOCKS AT T-0" O.C. U (V o J co _ m 3 "0.67 TS" THICKENED SLAB EDGE 5602 3/4" = 1'-0" GENERATOR PAD SECTION 3/4" = 1'-0" (2) #4 CONT. - (1) TOP AND (1) BOTTOM ALONG EDGE SEE SCHEDULE FOR ALTERNATING TOP TRANSVERS BARS L'I CONCRETE SLAB d _z � I , 0 1� it 1 SUPPORT BLOCKS AT T-0" O.C. U ih CONT. #4 "1.0 TS" THICKENED SLAB EDGE 3/4" = 1'-0" SEE SCHEDULE FOR ALTERNATING ALTERNATE: TOP TRANSVERS BARS #4x4'-6"LG AND # 4x3'-0"LG AT 18" O.C. CONCRETE SLAB - SEE PLAN NOTES z SEE FOUNDATION PLAN 7 NOTES FOR SLAB U REINFORCEMENT M (4) #4 CONT. (2) TOP AND (2) BOTTOM "1.33 TS" THICKENED SLAB EDGE 3/4" = 1'-0" 12" MIN TYPICAL FUEL TANK PAD 3/4" = 1'-0" N O O O 0 T- 6" ih WALL FOOTING - SEE PLAN MAX. EL. = SEE PLAN d b T.O. FTG WALL FOOTING REINF. - SEE SCHEDULE McEtroyEngineering. STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.87" WEBSITE: rncdroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 5,13.79AND CI€APTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 owIla!/J/// = No. 44741 STATE OF rr=r�0RID�'-'4 �'` F .. loll I tZ�ZzlZl Ad've%ntHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION wrisHunton A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS TYP. SECTION AT RETAINING WALL 11 TYP. SECTION AT RETAINING WALL 12 TYPICAL BLOCK OUT AT CONCRETE WALL 3/4" = 1'-0" 5602 3/4" = 1'-0" s602 1/2" = 1'-0" FOUNDATION DETAILS PROJ. NO. H-20232.00 SHEET DRAWN VMM S602 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ z ■ 41 ■ 10 ■ 11 ■ 12 ■ ■ r ■ 15 ■ 1� ■ 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 IN P ■ 0 ■ N �I ■ ■ K ■ H ■ G ■ ■ ■ ■ B ■ a A 0 N N O N N CUT CMU WEBS AND FACE SO GROUT AND REINFORCING ARE UNINTERRUPTED BOND BEAM REINFORCING SHALL HAVE 50 BAR DIA LAP SPLICES VERTICAL CORNER BAR - SIZE TO MATCH VERTICAL WALL REINF CORNER BARS QUANTITY AND SIZE MATCH BOND BEAM REINFORCING CMU BOND BEAM UNIT WITH OPEN BOTTOM CORNER wwwWwWwwww wwWW ��l�-�s�-----�s�-1----- PREFABRICATED CORNER AT 16" O.C. VERT. JOINT REINFORCING SHALL BE OVERLAPPED 6" (MIN.) AT ENDS LADDER TYPE JOINT REINF AT 16" O.C. VERT. CORNER CUT CMU WEBS AND FACE CUT CMU WEBS AND FACE SO GROUT AND SO GROUT AND REINFORCING ARE REINFORCING ARE UNINTERRUPTED UNINTERRUPTED VERTICAL INTERSECTION VERTICAL CJ BAR SIZE BAR - SIZE TO MATCH TO MATCH WALL VERTICAL WALL REINF REINFORCEMENT (TYP) i I e daa a d ° •° • d! c ° °d INTERSECTION BARS QUANTITY AND SIZE STOP BOND BEAM MATCH BOND BEAM REINFORCING 2" FROM THE REINFORCING END OF THE WALL (TYP) xi BOND BEAM REINFORCING BOND BEAM REINFORCING (TYP) SHALL HAVE 50 BAR DIA. LAP SPLICES BOND BEAM REINFORCING CMU BOND BEAM UNIT WITH OPEN BOTTOM CUT CMU WEBS AND FACE SO GROUT AND REINFORCING ARE UNINTERRUPTED VERTICAL END BAR SIZE TO MATCH WALL REINFORCEMENT CIP COLUMN I STOP BOND BEAM REINFORCING 10" FROM THE FACE OF C.I.P. COLUMN BOND BEAM REINFORCING INTERSECTION CONTROL JOINT END BOND BEAM DETAILS CIP COLUMN VERTICAL INTERSECTION BAR VERTICAL CJ BAR END BAR SIZE TO MATCH WALL SIZE TO MATCH WALL SIZE TO MATCH WALL REINFORCEMENT REINFORCEMENT (TYP) REINFORCEMENT (TYP) PREFABRICATED TEE AT 16" O.C. VERT. JOINT REINFORCING SHALL BE OVERLAPPED 6" (MIN.) AT ENDS - LADDER TYPE JOINT REINF AT 16" O.C. VERT. da 1 LADDER TYPE JOINT R INF AT 16" O.C. VERT. SEE SPECIFICATIONS .�� :R TYPE JOINT REINF AT 16" O.C. VERT. NOTES: 1. PROVIDE 3/8" (MIN.) JOINT B/W ALL MASONRY & CIP COLUMNS. INTERSECTION CONTROL JOINT JOINT REINFORCEMENT DETAILS STRUCTURAL MASONRY WALL DETAILS TYPICAL MASONRY WALL R N.T.S. NO RUNNIKirl o^"'^ (1) ADD'L GROUTEC UNLESS INDICATED OTHERWISE ON THE STRUCTURAL DRAWINGS EINFORCING END TOOL JOINT AND IN VERT. B IN CAULK EA. SIDE GROUTED CEL #4 TIES AT 24" O.C. CONCRETE PREMOLDED (1) ADD'L VERT. BAR PREMOLDED COLUMN RUBBER INSERT IN GROUTED CELL RUBBER INSERT (1) ADD'L VERT. BAR IN EACH SIDE OF JOINT GROUTED CELL TOOL JOINT AND • CAULK EA. SIDE H 1111171;4 TYPICAL MASONRY WALL INTERSECTION (1) ADD L VERT. B IN GROUTED CEL_ AT COLUMN ALONG WALL AT CORNER TYPICAL MASONRY CONTROL JOINT DETAILS PREMOLDED RUBBER INSERT J TOOL ALL MASONRY JOINTS WHEN MORTAR IS THUMBPRINT HARD a CAST IN PLACE CONCRETE FOOTING WALL CONSTRUCTION �— CMU BOND BEAM UNIT WITH OPEN BOTTOM 1/4" SQUARE POLYPROPYLENE GROUT STOP AT BASE OF BOND BEAM MORTAR BED AND HEAD JOINTS SHALL BE IN WIDTH OF THE THICKNESS OF THE FACE SHELL OF THE BLOCK VERTICAL WALL REINFORCING SEE SECTIONS, DETAILS AND NOTES FOR SIZE AND SPACING LAP HORIZONTAL JOINT REINFORCING 6" AT ENDS WALL REINFORCING REBAR SHALL HAVE A 48 DIA. LAP SPLICE VERTICAL REBAR POSIT IONER AT ALL VERTICAL REBAR TOP AND BOTTOM OF GROUT LIFTS PROVIDE FULL MORTAR BED AT ALL WEBS ADJACENT TO CELLS TO BE GROUTED MASONRY JOINT REINFORCING AT EA. COURSE AT GRADE AT 16" O.C. VERT. ABOVE GRADE CMU DOWLES SHALL BE PROVIDED AND INSTALLED BY THE CAST IN PLACE CONCRETE CONTRACTOR PROVIDE FULL MORTAR JOINT AT BED AND HEAD JOINTS FOR THE FIRST COURSE OF BLOCK a i CONT. DOVETAIL SLOT W/ COLUMN VERT. REINF. 9 GA TIES AT 16" O.C. VERTICAL -TYP. COLUMN TIES COL./CMU INTERFACE COLUMN SIZE VARIES — — 'DIU (SEE PL�tJ) TYPE 1 COLUMN VERT. REINF. SPECIAL BLOCK COLUMN TIES TURN 1/2 WITH OPEN ENDS. EVERY O' COLUMN SIZE VARIES COURSE (SEE PLAN) TYPE 2 TYPE 3 TYPICAL MASONRY TO CONCRETE CONNECTIO s603 N.T.S. N.T.S. s6o3 N.T.S. 7 5/8" 8" NOM 8" MASONRY BONE WITH (1) HORIZ. #6 GROUTED SOLID VERT. WALL REINF TYPICAL BOND BEAM DETAIL 00 0 (V 9' - w (TYP) TYP. MASO R BARS TO BE )ED AT ALL ;ORNERS NRY CORNER BAR NEW GROUT GROUT SOLID EXISTING CML NEW (1) #5 BC CUT CMU WEI REMOVE AT NEW #5 5/8" DIA. TITEN HD AT EACH END OF SUPPORT ANGLE AND NOT TO EXCEED 16" MAX SPACING WITH 4" EMBEDMENT L6x3 1/2x5/16 x LENGTH (WIDTH OF WALL OPENING LG.) (LLV) - COORDINATE W/ LOUVER MFR FOR REQUIRED LOCATION OF SUPPORT ANGLES EXISTING CMU (BEYOND) LOUVER ATTACHMEN - _ 5603 3/4" = 1'-0., S603 3/41'= 1'-0" 1 It= 1'-0" sso3 3/4" - 1 -0., T HEADER DETAIL N EXISTING CMU (BEYOND) _i i L6x3 1/2x5/16 x LENGTH (WIDTH OF WALL i OPENING LG.) (LLV) - COORDINATE W/ CUT CMU WEB AND i LOUVER MFR FOR REQUIRED LOCATION REMOVE AT NEW #5 i i OF SUPPORT ANGLES GROUT SOLID 5/8" DIA. TITEN HD AT EACH END OF SUPPORT ANGLE AND NOT TO EXCEED 16" MAX SPACING WITH 4" EMBEDMENT EXISTING CMU WITH NEW (1) #5 BOTTOM NEW GROUT LOUVER ATTACHMENT SILL DETAIL 3/41' = 1'-0" McE I Inc-Dy v STRUCTURAL DESIGN GROUP 1835 EDeGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.87" WEBSIITE: mmiroyeng.com Firm Regis"flon: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECTTO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E_ FL No. 44741 ollwi4l1lt! \\\ i;°\ SAC` '+rya+' }`• `''.'Q i yk ; No. 44741 jr ��. STATE OF ,• �lilq tz' 2z�2-1 Advent Health ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS MASONRY WALL REINFORCING DETAILS PROJ. NO. H-20232.00 SHEET DRAWN VMM S603 ■ 2 ■ 3 ■ ■ 5 ■ v ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ ■ 1; ■ 16 ■ 17 ■ 18 ■ 1 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 DIA. STUD w/ 1/2" THICK EMBED PLATE 2„ 8„ „ 6" EMBEDMENT. (V m 1/4 `O TYP. SINGLE PLATE 1-1/4" x 4" x 6" BENT PLATE ALONG END OF BEAM w/ HILTI KWIK BOLT 3 - 3/4" DIA ANCHORS AT 32" O.C. (4-3/4" MIN. EMBEDMENT) EA BEAM 3/16 3 #3 STIRRUPS AT 12" O.C. >� METAL DECK- SEE PLAN ,%T.O. STEEL EL. = SEE PLAN i (6) CONT #5 - (2) TOP, (2) MID AND (2) BOTTOM o PROVIDE SOLID 4000 PSI CONCRETE AT W14 BEAM CONNECTION TO WALL W12 BEAM - SEE PLAN SINGLE PLATE CONNECTION PER 1/2" THICK PLATE CONCRETE -SEE 8" REINFORCED CMU rAASONRY WALL W12 TO WALL CONNECTION 3/4" = 1'-0" I- 8X32 CONCRETE BEAM - SEE ELEVATION 1 / S301 KI /*' P�, 8" REINFORCED MASONRY WALL TYP. B CONT L6x4x5/16 (LLV) WITH HILTI KWIK BOLT 3 - 3/4" DIA ANCHORS AT 24" O.C. AT DECK BEARING (4-3/4" MIN. EMBED) METAL DECK - SEE ROOF PLAN NOTES BRIDGING AND BRACING W-BEAM -SEE PLAN SEE PLAN L4x4x1/4 WITH HILTI KWIK BOLT 3 - 3/4" DIA. ANCHORS (4-3/4" MIN. EMBED) RACING CONNECTION DETAIL i T.O. STI TEL. =SE (6) CONT #5 - (2) TOP, I MID AND (2) BOTTOM PROVIDE SOLID 4000 F CONCRETE AT W14 BE CONNECTION TO WAL ILI 5/8" DIA. STUD w/ 1/2" THICK EMBED PLATE „ 81' 2„ 6" EMBEDMENT N 1/4 tO TYP. SINGLE PLATE STIRRUPS AT 12" O.C. NT L6x4x5/16 (LLV ) TAL DECK - SEE PLAN 4 BEAM - SEE PLAN GLE PLATE CONNECTION R 'THICK PLATE NCRETE-SEE ZFINFORCED CMU MASONRY WALL W14 TO WALL CONNECTION 3/4" — 1'-0" aI METAL DECK - SEE PLAN T.O. DECK EL. = VARRIES ° d 8X32 CONCRETE BEAM iv - SEE ELEVATION 1 / S301 CONT L6x4x5/16 (LLV) WITH HILTI KWIK BOLT 3 - 3/4" DIA ANCHORS AT 24" O.C. AT DECK 8" REINFORCED BEARING (4-3/4" MIN. EMBED) MASONRY WALL TYP. DECK ANGLE CONNECTION DETAIL SINGLE PLATE CONNECTION PER CMU MASONRY WALL (-3-�, W-BEAM CONNECTION DETAIL 1" = 1'-0" 1/4V METAL DECK - SEE PLAN SINGLE PLATE CONNECTION PER 17/S611 W12 BEAM - SEE PLAN W14 BEAM - SEE PLAN W12 TO W14 CONNECTION 1/4 W 14 BEAM - SEE PLAN SINGLE PLATE CONNECTION METAL DECK - SEE PLAN W14 BEAM - SEE PLAN W12 BEAM - SEE PLAN CONNECTION TO CENTER BEAM 3/4" = 1'-0" 10 3/4" = 1'-0" 5610 1 1/2" = V-0" s�1� 3/4" = 1'-0" 3/8" STIFFENER PLATE EACH SIDE 3" METAL DECK - SEE PLAN W-BEAM - SEE PLAN 3/4" CAP I WITH (4) 3/4" DIA. TC BOLTS IN STD F STEEL COLUMN - SEE AN NOTES FOR ROOF CK FASTENERS (TYP) W-BEAM - SEE PLAT' 3/8" STIFFENER PLATE EACH SIDE 3/4" CAP PLATE WITH (4) 3/4" DI) A325N TC BOLT; IN STD HOLE: STEEL COLUMI - SEE PLAT VIEW A -A TYPICAL COLUMN CONNECTION 3/4" = 1'-0" (6) CONT #5 - (2) TOP, (2) MID AND (2) BOTTOM LT.O. STEEL TEL. = SEE F #3 STIRRUPS AT 12" O.C. PROVIDE SOLID 4000 PSI CONCRETE AT W 18 BEAM CONNECTION TO WALL W 16 TO WA 3/4" = 1'-0" 5/8" DIA. STUD w/ 2" 8" i2' 6" EMBEDMENT 1/4 1 1 TYP. SINGLE PLATE 1/2" THICK EMBED PLATE 1/4" x 4" x 6" BENT PLATE ALONG END OF BEAM r/ HILTI KWIK BOLT 3 - 3/4" DIA. ANCHORS AT 32" O.C. MIN. EMBEDMENT) :ONT L6x4x5/16 (LLV) V16 BEAM - SEE PLAN 1ETAL DECK - SEE PLAN GLE PLATE VNECTION PER 1 / S501 2 CONCRETE BEAM - SEE 1 / S502 'EINFORCED CMU MASONRY WALL LL CONNECTION SINGLE PLATE McEIMME, J J STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: me *oyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO TH_E BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79AND CHAPTER 633" THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIOUS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 `%W1111111.® ° �s No. 44741 .• •• STATE OF ;•`� � `SOON • �> /ft 11 G• t2'zz�21 AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton . A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS FRAMING SECTIONS AND DETAILS PROJ. NO. H-20232.00 SHEET DRAWN VMM 1 ■ 2 ■ 3 ■ ■ 8 ■ ■ 8 ■ ■ ii ■ " i ■ ■ 13 ■ ■ 1 ■ 16 ■ ■ 18 ■ ■ CI 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 - l l'. R .• • A IL.11 I ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1" RTN CONT. L4x4 DECK ANGLE - SEE PLAN EMBED PL 3/8" x 8" x 0'-8" LG (MIN) WITH (4) 1/2" x 5" LG HSA OPTION 1: SPLICE AT EMBED PLATE LOCATION CONT. L4x4 DECK ANGLE - SEE PLAN PL 3/8" x 3" x 0'-9" LG (MIN) PL 1/4" x 5" x 0'-9" LG (MIN) OPTION 2: SPLICE AWAY FROM EMBED PLATE LOCATION DECK SUPPORT ANGLE SPLICE DETAILS T-4" MIN T-0" MIN #3 TIES 90" HOOK DOWN #3 TIES - SEE SCHEDULE AT TOP BARS - SEE SCHEDULE I / T.O. BEAM W ` W mm ti z Z 0 � WW mm z r - QW gJ °z Q Z0' QW =" _. d EL W w N Z J gA o Q A Wx W W= to U (2) #5 2'-6" x 2'-6" CORNER BARS TOP AND BOTTOM NOTE: ELEVATION AT STEP IN CONCRETE TIE BEAM TYPICAL BEAM STEP ALONG WALL 1 1/2" = T-0" S611 3/4" = 1'-0" SPAN < 10'-0" UNIT ABOVE *L3x3x1/4 (TYP) AT EDGE OF DECK OPENING. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO FABRICATION *L6x4x5/16 (LLV) -_-_-- X w AT ( i m j BOLTS I J I ' LL1 LLI 1 I. I OPEN X{ # W S611 Xi I I O Q m ,gym I Xi / IX LLm J O of JOi I I ; O I� z¢ V 9 I UO S611 I I I AT d SCREWS ire � I I t = -------------- ------ i--- *L6x4x5/16 (LLV) j *NOTE: SEE MECH DRAWINGS FOR SIZE, NUMBER AND LOCATION OF ROOFTOP UNITS AND DECK OPENINGS. ALIGN L4x4 ANGLES WITH ROOF TOP UNIT CURB AND L3x3 ANGLES WITH UNIT LAYOUT. TYP TYP 3/16 3/16 TYPICAL RTU/DECK OPENING DETAIL 3/411 = 1'-0" (6) 14GA MICROHOLD - (3) EACH PER LONG SIDE - ATTACH TO CURB WITH (6) #10 x 1/2" TEK SCREWS - ATTACH TO UNIT WITH (6) #10 x 1-1/2" TEK SCREWS 16GA STIFFENER 3/4 x 7" x CURB HEIGHT WITH 1/8" FILLET STITCH WELD TYP BOTH SIDES & TYP FRONT AND BACK 16GA PREMANUF. CURB FRAME 14GA BASE PLATE 2-7/8" x 15" LG WITH 1/8" FILLET STITCH WELD TYP BOTH SIDES & TYP FRONT AND BACK PROVIDE #12 x 2-1/2" LG WOOD SCREWS WITH OVERSIZED WASHERS AT 12" O.C. PROVIDE SOLID P.T. 4x6 OR APPROVED EQUAL BELOW CURB EXISTING ROOF DECK FASTEN METAL DECK TO STEEL ANGLE WITH 5/8" DIA PUDDLE WELDS OR #12 TEK SCREWS A T 12" O.C. SUPPORT ANGLE - SEE PLAN DBL 2x BLOCKING BETWEEN DECK FLUTES AT RTU CURB PROVIDE NEW 1/2" DIA A307 THRU BOLT WITH WASHER CENTERED ON FLANGE THROUGH P.T. NAILER AND CURB BOTTOM FLANGE. PROVIDE (2) WASHERS - (1) TOP AND (1) BOTTOM AND SECURE WITH NUT UNDERNEATH. AT RTU-1: (14 BOLTS TOTAL) (2) EACH LONG SIDE (1) EACH SHORT SIDE (2) CORNER ANCHORS a=2" c=6" SEE "TYPICAL RTU ANCHORAGE PLAN VIEW AT THRU BOLTS 5/S622" FOR FASTENER LAYOUT a 0 A N DECK OPENING BEYOND AT SUPPLY AND RETURN DUCT ONLY TYPICAL RTU CURB CONNECTION DETAIL AT THRU BOLTS I.D. Li � o u _ u ♦ u ♦ ♦ ♦ ♦ c = SPACING AT CORNER ANCHORS TYPICAL RTU ANCHORAGE PLAN VIEW AT THRU BOLTS 3/4" = 1'-01, _--_-_-_L6----6 (LLV)----- f I I ---------1------------------------I--- 1 \ zt I I I x x X OJKN x 1 4 Cl) I F 4 5611 I / � I I I I , TY1 j I 3/16 I I i --------------------------------- --- i -------1 _ L6x4x5/16 (LLV) SEE MECH DRAWINGS FOR SIZE, NUMBER AND LOCATION OF OPNGS FOR OPENINGS 12" AND LARGER TYPICAL SMALL FAN / ROOF 3 OPENING DETAIL S611 3/4 = 1'-0" a , " I-- I-,, --,a 11 11 a + + + + + + + + + u I.D. U u o + u Lj + u + + + + + + + + c = SPACING AT CORNER ANCHORS TYPICAL RTU ANCHORAGE PLAN VIEW AT TEK SCREWS s 1 3/4" = 1'-0" (6) 14GA MICROHOLD PROVIDE NEW 1/4" DIA x 6" LG TEK SCREWS - (3) EACH PER LONG SIDE WITH WASHER CENTERED ON FLANGE THROUGH P.T. NAILER AND CURB BOTTOM - ATTACH TO CURB WITH (6) #10 x 1/2" TEK SCREWS FLANGE. PROVIDE (1) WASHER TOP. - ATTACH TO UNIT WITH (6) #10 x 1-1/2" TEK SCREWS AT RTU-1: (24 TOTAL) (4) EACH LONG SIDE (2) EACH SHORT SIDE (3) CORNER ANCHORS a=2" c=6" 16GA STIFFENER 3/4" x 7" x CURB HEIGHT WITH 1/8" FILLET STITCH WELD TYP BOTH SEE "TYPICAL RTU ANCHORAGE PLAN VIEW AT SIDES & TYP FRONT AND BACK TEK SCREWS 6/S622" FOR FASTENER LAYOUT 16GA PREMANUF. CURB FRAME 14GA BASE PLATE 2-7/8" x 15" LG WITH 1/8" FILLET STITCH WELD TYP BOTH X SIDES & TYP FRONT AND BACK Q o' A &4 PROVIDE SOLID P.T. 4x6 OR APPROVED EQUAL BELOW CURB EXISTING ROOF DECK FASTEN METAL DECK TO STEEL a._m ANGLE WITH 5/8" DIA PUDDLE WELDS DECK OPENING BEYOND OR #12 TEK SCREWS AT 12 O.C. AT SUPPLY AND RETURN SUPPORT ANGLE - SEE PLAN DUCT ONLY DBL 2x BLOCKING BETWEEN DECK FLUTES AT RTU CURB TYPICAL RTU CURB CONNECTION DETAIL 9 AT TEK SCREWS UNIT ABOVE W PROVIDE #12 TEK SCREWS AT 12" O.C. BETWEEN CORNERS ON ALL SIDES — WOOD SHIM AS REQUIRED TO LEVEL CURB ROOF DECK FASTEN METAL DECK TO STEEL ANGLE WITH 0.145" DIA PAF AT12" O.C. — 16GA PREMANUF. CURB DECK OPENING BEYOND AT SUPPLY AND RETURN DUCT ONLY SUPPORT ANGLE TYP. SMALL FAN 4 CONNECTION DETAIL '611 3/4" = 1'-0" McElroyEngioneering-, STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRP4E ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX:407.245.8744 WEBSITE: rnlroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND' SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE .LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 ��II� II!!�►�r f � . No. 44741 STATE O 40 AdvnentHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton O• A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 3/4" = 1'-0" FRAMING SECTIONS AND DETAILS PROJ. NO. H-20232.00 SHEET DRAWN VMM S611 2 IN 3 . . 5 . E . ? . 3 . , . i!i . _11 ■ 2 . 1: . ;; • . t6 • II ■ 13 ■ <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 ■ 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 b D ■ C ■ B V A u c 6 a N14 EXTERIOR ELEVATION - DEMOLITION 1 /8" =1'-0" EAST Al DEMOLITION FLOOR PLAN -1ST LEVEL - AREA 3 DEMO:REMOVE EXISTING LOUVERS GENERAL NOTES 0.040 Architectural Demolition - Masonry 0.802 patch as required to match existing NOTE 1: REMOVE EXISTING FUEL TANK AND GENERATOR AFTER THE COMPLETION OF PHASE 1 CONSTRUCTION SEAL ��j1I1111111LIII r /111f1111 ARASH AHANI KAMANGAR, AIA AR95990 AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton • A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS DEMOLITION PLAN -1 ST LEVEL - AREA 3 PROJ. NO. H-20232.00 SHEET DRAWN DU 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 I IN 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 IN 14 ■ 15 ■ 16 ■ 17 IN 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ H IN G IN F IN E IN D IN C B ■ A CL Q a z - U CL a P, Al LIFE SAFETY PLAN -1ST LEVEL 1116" = V-0" 1 IN 2 ■ 3 ■ 4 IN 5 IN 6 IN 7 IN 8 ■ 9 ■ 10 ■ 11 IN 12 IN 13 ■ 14 ■ 15 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 �H HEAT DETECTOR EXIT LIGHT MANUAL PULL STATION SOP VOICE EVACUATION SPEAKER AUDIBLENISUAL ALARM VISUAL ALARM �P4 EXIT ARROW / CLEAR WIDTH LIMITS OF EXIT PASSAGEWAY ! r� LIMITS OF SUITES + + + + + + + + + + + + + + + + + + SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE !!!lilliiliiilllllllil SMOKE PARTITION- SEAL ALL OPENINGS ;,101a1012101IN101Isi E. 1-HOUR FIRE BARRIER- PROTECT ALL OPENINGS 1-HOUR FIREISMOKE BARRIER - PROTECT ALL OPENINGS IN Iloilo] I®II■II■IINIII 2-HOUR FIRE BARRIER- PROTECT ALL OPENINGS lSIi[I��13�I1 2-HOUR FIRE/SMOKE BARRIER- PROTECT ALL OPENINGS iit®III#ill�ifi!!I�{il� 3-HOUR FIRE BARRIER- PROTECT ALL OPENINGS I41��lII�I31w�lIl�ti!( 3-HOUR FIRE/SMOKE BARRIER- PROTECT ALL OPENINGS 31BIBlISipill inIIIIxIIII■ 4-HOURFIRE BARRIER - PROTECT ALL OPENINGS 0fill■■ill!®1311111MIIlls 4-HOUR FIRE/SMOKE BARRIER- PROTECT ALL OPENINGS DE LOCKED DOOR IDENTIFICATION RELATING TO THE PATH OF EGRESS LKt (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 & 1822.2.4) 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) 0.901 temporary construction shall be in place prior to any demolition work that is performed 0.981 temporary door and frame 0.991 temporary partition SEAL ARASH AHANI KAMANGAR, AIA AR95990 AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton lilum01 A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS INTERIM LIFE SAFETY PLAN -1ST LEVEL - �� AREA 2 PROD. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 IN 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 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 + D ■ C B ■ A U T m 0 U A O Al ARCHITECTURAL SITE PLAN 1" = 30'-01' 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 MATERIAL NOTES GENERAL NOTES SEAL ARASH AHANI KAMANGAR, AIA AR95990 AdventHealth ZEPYRHILLS GENERATOR ADDITION Hunton ULU A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ARCHITECTURAL SITE PLAN PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 2 ■ 3 ■ 4 0 5 0 6 0 7 ■ 8 ■ 9 m 10 0 11 0 12 0 13 ■ 14 ■ 15 m 16 0 17 ■ 18 0 19 0 20 Al FLOOR PLAN - GROUND LEVEL - AREA 1 2 0 3 0 4 6 ■ 7 0 8 10 12 ■ 13 0 14 0 15 -�3 SEAL ARASH AHANI KAMANGAR, AIA AR95990 Advent Hea Ith ZEPHYRHILLS GENERATOR ADDITION u n to n 11 A R C H I T E C T S DATE SUBMISSION NO 12.1721 CONSTRUCTION DOCUMENTS_ _ FLOOR PLAN - GROUND LEVEL - AREA I PROJ. NO. H-20232.00 SHEET DRAWN DU A111� ■ 16 0 17 0 18 0 19 0 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 Al FLOOR PLAN -1 ST LEVEL & GENERATOR LEVEL - AREA 2 118" =1'-011 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ . 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 MATERIAL NOTES 07 81 OO.AO1 spray applied fireproofing GENERAL NOTES 3.376 grout fill R� ARASH AHANI KAMANGAR, AIA AR95990 AdventHealth ZEPHYRHILLS GENERATOR ADDITION i u n to n mmom A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS FLOOR PLAN -1 ST LEVEL - AREA 2 PROJ. NO. H-20232.00 SHEET DRAWN DU Ail 121111111111111111111111111 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 106 Al DIMENSION PLAN -1ST LEVEL - AREA 2 1181, = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 1L SEAL ARASH AHANI KAMANGAR, AIA AR95990 it AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hu ntonwCom C A R C H I T E C T S DATE SUBMISSION NO 2.17.21 CONSTRUCTION DOCUMENTS DIMENSION PLAN -1 ST LEVEL - AREA 2 PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 I ■ 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 r H ■ G ■ F ■ E ■ D C ■ B ■ 0 N v A U 4 Q m 0 U a. 0 N14 EXTERIOR ELEVATION 118" =1'-0" EAST Al FLOOR PLAN -1 ST LEVEL - AREA 3 118" =1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 SEAL ARASH AHANI KAMANGAR, AIA AR95990 It AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton : . • A R C H IT E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS FLOOR PLAN -1 ST LEVEL - AREA 3 PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 R ■ P ■ 0 ■ N M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D i C ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 MATERIAL NOTES R ■ P ■ 0 ■ N ■ m ■ L ■ K ■ J H ■ G ■ F E ■ a C ■ B ■ Q A v U m a v 0 Al ROOF PLAN -1ST LEVEL & GENERATOR LEVEL - AREA 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 GENERAL NOTES SEAL ARASH AHANI KAMANGAR, AIA AR95990 it AdventHealth EP YR ILL GENERATOR ADDITION Hunton i A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ROOF PLAN - AREA 2 PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709JFax www.huntonbrady.com License AR91515 ■ P ■ 0 ■ N ■ m ■ L ■ K ■ J ■ H ■ G ■ F ■ E C ■ B ■ A 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 ■ ■ ■ ■ D ■ c ■ B ■ A A9 221 1.5F) 05 50 OO.001 11.5G) 09 24 OO.AO1 (1.5H) 3'-O" 09 97 23.AO1 EQ c I = EQ EQ Al 137 4 3RD LEVEL - - - - 3 L E = 1361 -11 GENERATOR ROOF _P II 124'-8" 2ND LEVEL we H1 EXTERIOR ELEVATION 1/8" =1'-0" SOUTH EXTERIOR FINISH LEGEND 09 97 23.A01 exterior coating Match Existing �1 �1 MM MM.5 NN PP QQ QQ PP NN MM.5 MM MATERIAL NOTES 05 50 OO.001 steel ladder 0713 OO.A01 sheet waterproofing H10 Al 09 24 OO.A01 cement plaster T Y Al 09 97 23.A01 exterior coating T -gyp A16 221 34'-10" 21'-3" 32 31 19.B01 decorative metal gate - swinging 145'-7" 145'-7" 242 UPPER ROOF M1 UPPER ROOF 17'-5" 7.103 A241 o - - 1 11 - d - -- - 1 74 3 - - 1 37 4 3RD V 3 LEVEL :1,1, 3RD LEVEL = H7 - - - ' `n=,_ - - - - 'r , is _;,_- • i_ `-n.- - 1 n _ _ - _ F -� _ 1 11 36 221 56 - 8�� _'8 / 36 GENERATOR ROOF 7.103 0 00 - - - - - - - - GENERAT R ROOF A241 - - - - - - - 0 00 E E - Q Q k243 0 -00 GENERAL NOTES ;w =+ 4 - - - - 124 - -- - -- 8 124 - 8 - - - - - - - - - - - - - - 1.056 reveal 2ND LEVEL 2ND LEVEL - 1 n light fixture - 7. 03 sconce t xtu e CN 0 11 11 8 118 11 LEVEL = ENE T GENERATOR G RA OR LEVEL _4, — 1_ 11 1_ - - _ - - - 112 0 112" 0 1STLEVEL 1ST LEVEL Al A24 09 24 OO.AO1 Al 09 24 OO.A01 Al 09 97 23.AO1 09 97 23.A01 H6 EXTERIOR ELEVATION 1/8" =1'-0" EAST NN PP Al QQ 221 EQ EQ EQ 1, 911 H4 09 24 OO.AO1 1'-911 09 97 23.A01 EQ EQ 4'-0" 221 4'-0 124'-8" 2ND LEVEL I 118'-1111 = GENERATOR LEVEL 00 1 ST LEVEL 10'-6" 32'-2" 3'-911 Al Al j 32 31 19.1301 1 IMPACT RATED METAL GATE A5 EXTERIOR ELEVATION 1/8" =1'-011 EAST 0713 OO.A01 (BARRIER USED IN AREAS WHERE EXTERIOR WALL IS BACKFILLED OR BERMED WITH SOIL) 1 0713 OO.A01 (BARRIER USED IN AREAS WHERE EXTERIOR WALL IS BACKFILLED OR BERMED WITH SOIL) H12 EXTERIOR ELEVATION 1/8" =1'-0" WEST (1.5K) (1.5H) 111.50 (1.5F) H 16 H 13 A9 TYP. A221 A221 221 G10 242 145'-7" UPPER ROOF 4'-8' 10'-21 /2" '-8" 10 -3" '-8" 10'-21 /2" 4'-8" 09 24 00.A01 09 97 23.A01 �r - 137 4 3RD LEVEL 11 1 1 - 36111 GENERATOR ROOF EQ EQ EQ 09 24 OO.AO1 C? _ o 4'-0"co _ 124'-8" 2ND LEVEL - J. Ca - 056 GENERATOR LEVEL N I - 112'-011 1ST LEVEL 0713 00.A01 (BARRIER USED IN AREAS WHERE EXTERIOR WALL IS BACKFILLED OR BERMED WITH SOIL) A9 Al EXTERIOR ELEVATION 1/8" =1'-011 NORTH SEAL \\\�` OF FC A S5 90 =`�• ice. /// 1 I 1 I ARASH AHANI KAMANGAR, AIA AR95990 It AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS EXTERIOR ELEVATIONS PROJ. NO. H-20232.00 SHEET DRAWN DU 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 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 D C ■ B ■ V a V A u e 3 iS 7 3 Al I EXTERIOR 3D VIEW 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 SEAL 0 - /// 1111 ARASH MANI KAMANGAR, AIA AR95990 AdventHealth ZEPHVRHILLS GENERATOR ADDITION Hunton WE A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS EXTERIOR 3D VIEW PROJ. NO. H-20232.00 SHEET DRAWN AP ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 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 D ■ C ■ B J J > A d s Al 114" = 1'-0" EXTERIOR LOUVER OPENING TYPES 1 - REQUIRED 0 LEVEL 10'-21 /2" 1 - REQUIRED O 'EL :uOMMU 2 - REQUIRED 0 �— GENERATOR LEVEL ockj1 I V- 1 1 -11 GENERATOR LEVEL 2 - REQUIRED G EXTERIOR GLAZING LEGEND 08 80 OO.EO8 insulating heat strengthened low E tinted glass 08 80 O0108 insulating tempered low E tinted glass MATERIAL NOTES 08 80 OO.EO8 insulating heat strengthened low E tinted glass 08 80 OO.FO8 insulating tempered low E tinted glass 08 91 OO.AO6 stationary impact resistant hurricane louver GENERAL NOTES SEAL of t A 9' ARASH AHANI KAMANGAR, AIA AR95990 AdventHealth EPHYR ILLS GENERATOR ADDITION Hunton OF A R C H I T E C T DATE SUBMISSION NO 12,17.21 CONSTRUCTION DOCUMENTS EXTERIOR LOUVER OPENING TYPES PROD. NO. H-20232.00 SHEET DRAWN DU 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 MATERIAL NOTES R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D ■ C B ■ 0 A W V 2 m T 0 M1 114" = 1'-0" EXTERIOR WALL SECTION 124'-8" 2ND LEVEL 112'-0" 1 ST LEVEL IN -_Lit 21 17 M4 ELEVATOR SECTION 1/4" = 1'-0" �1 11.5K1 sIM 124-8" 2ND LEVEL 118'-11" GENERATOR LEVEL 112'-0" 1 ST LEVEL 124'-8" 2ND LEVEL 118'-11" 910 GENERATOR LEVEL 112'-0" 1 ST LEVEL TYP. 137'-4" GENERATOR ROOF 124'-8" 2ND LEVEL co C9 M co M co M QQ r� 137'-4" ,iRn I F\/FI GENERATOR ROOF 124'-8" 2ND LEVEL 118'-11" GENERATOR LEVEL QQ r� L15 ' n9a'? 3,371 03 05 05.AO1 underslab vapor barrier 0714 OO.AO1 fluid -applied waterproofing 07 81 OO.AO1 spray applied fireproofing 08 33 23.AO3 interior overhead coiling door 137'-4" 3RD LEVEL 136'-11" GENERATOR ROOF GENERAL NOTES 0.141 existing masonry to remain 0.802 patch as required to match existing 124'-8" 1.056 reveal 2ND LEVEL 3.371 concrete masonry unit 3.372 concrete masonry unit lintel 3.431 steel beam H1 EXTERIOR WALL SECTION H4 EXTERIOR WALL SECTION H7 EXTERIOR WALL SECTION H10 EXTERIOR WALL SECTION H13 EXTERIOR WALL SECTION H16 EXTERIOR WALL SECTION 114" =1'-0" 114" =1'-0" 1 /4" =1'-0" 114" =1'-0" 114" =1'-0" 1 /4" =1'-0" (1.5H) L15 242 ' 137'-4" (1.5F) (1.5G) (1.5H) (1.5K) 3RD LEVEL 3.371 136'-11" i- (MM�MM.5 PP QQ GENERATOR ROOF 3.372 A9 H13 H16 I 221 221 221 i 3 07 81 OO.AO1 Al 242 221 07 81 OO.AO1 � I 07 81 00. 01 1 HR SPRAY FIREPROOF - 145 7 1HR SPRAY FIRE ROp i APPLIED TO ROOF DECK DERSIDE 145-7 M 1HRESPRAY FIREPROOF � �_ �� - -- I{ A�-IED-T6R0-OF-DECK � UPPER ROOF APPLIED TO R D UDERSIDE � � UPPER ROOF M � 243 UD RSIDE - i 'C r 137'-4" ( �� 137'-4" 0 124'-8" 3RD LEVEL 3RD LEVEL 2ND LEVEL u ,- it 136'-11,J12 ;; I 36'-11" _ TOR ROOF - . _ ... GENERA 243 " GENERATOR ROOF M I I u o o0 N _ Q T O 00 118'-11 i._ ' T ao i 124 -8 124'-8" ° A15 GENERATOR LEVEL � -- -� -- -� - - LEVEL LEVEL — - 2ND LE i — - - Fl,13 2ND LE 242 -- ' - -r - - -— - - - -- - _ - - - T �. 11 1 0 11 1 GENERATOR LEVELcv a GENERATOR EEL I , - �..t_ _ 112'-0" 1 1 . -,1 L, - -- -,_ '- - __ - ° 1ST LEVEL I - 1ST LEVEL _ - 1ST LEVEL I 1 1 I I -- - 03 05 ' — —� a .- o a e .. - I I —III III � � � III III III III —III ill I I III —III IIIIIIIII I I IIII � � __ _ (BEYOND) Ii � ..__--- t 0714 OO.AO1 221 I i �� WATERPROOFING 0714 OO.AO11 0714 OO.A01 100 -0 03 05 05.AO1 0714 OO.AO1 — -- WATERPROOFING USED IN � Al GROUND LEVEL USED IN AREAS WATERPROOFING USED 0305 05.A01 WHERE EXTERIOR CONTIN US BARRIER WATERPROOF NG USED IN AREAS I AREAS WHERE EXTERIOR IN AREAS WHERE 221 GRADE IS HIGHER WHERE EXTERIOR GRADE IS CONTINOUS BARRIER HIGHER THAN NTERIOR SLAB GRADE IS HIGHER THAN ( EXTERIOR GRADE IS THAN INTERIOR INTERIOR SLAB j HIGHER THAN INTERIOR SLAB ! SLAB Al BUILDING SECTION A9 1 /8" =1'-0" BUILDING SECTION 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 A16 ELEVATOR SECTION 114" =1'-0" SEAL ARASH AHANI KAMANGAR, AIA AR95990 AdventHealth ZEPHYRHILLS GENERATOR ADDITION • Hunton 014P A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS BUILDING & WALL SECTIONS PROJ. NO. H-20232.00 SHEET DRAWN DU A221 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 A' rl*CI IAAD ADCA 6 ■ 17 ■ 18 ■ 19 ■ 20 ■ P ■ O ■ N ■ M ■ L ■ K ■ J H G ■ F ■ E G C ■ B ■ A Q a 0 0 M1 3" = 11.011 G1 3/16" = V-0" 07 54 00.1301 0610 00.A01 07 54 OO.AO1 07 54 OO.D02 03 52 16.AO1 EXTERIOR SECTION DETAIL EXTERIOR SECTION DETAIL c M5 °v pilio;IJa_c 09 22 36.23.L01 d°dd9 22 36.23.F02 I ------------ 079200.AO1 PERIMETER z 07 62 00101 co 1 0610 OO.AO1 1 l ®-- r- -:I 07 92 00,A02 da d c `' � c ea >Ia I A7 242 d 09 21 16.K01 3.501 VVLLL L.0 VVI\IVLI\ M7 3" =1'-0" G7 6"=1'-011 EXTERIOR PLAN DETAIL EXTERIOR SECTION DETAIL 4.051 2'-01' 2'-011 07 54 OO.AO1 03 5216.AO1 112" PER FT SLOPE 112" PER FT SLOPE d VARIES Y DECK BRG 3.811 LEAD FLAt4.0137: SET IN M N13 EXTERIOR SECTION DETAIL 1 1 /211=1'-011 r 1 2'-0 3/4" T-11 5/8" K13 EXTERIOR PLAN DETAIL 1 11211=11.011 E13 EXTERIOR SECTION DETAIL 1 1/211=11.0" Al EXTERIOR SECTION DETAIL A7 EXTERIOR PLAN DETAIL A13 EXTERIOR SECTION DETAIL 1 :6 611=1141 311 =11.011 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 - PP 07 62 OO.A01 1-4' 2" 1'-2" 2" 07 62 00.B01 MATERIAL NOTES 03 05 05.AO1 underslab vapor barrier 03 5216.A01 lightweight concrete roof insulation assembly 05 50 OO.AO5 steel tube 05 50 OO.CO1 steel ladder 0610 OO.AO1 wood blocking 0714 00.AO1 fluid -applied waterproofing 07 25 OO.CO1 self -adhering flexible flashing 07 54 OO.A01 thermoplastic membrane roofing 07 54 00.1301 base flashing 07 54 OO.DO2 roof cover board 07 62 OO.AO1 metal coping 07 62 OO.AO2 metal coping splice cover 07 62 00.1301 metal flashing 07 62 00.1310 metal counter flashing - 2 piece 07 62 00101 metal scupper 07 62 OO.MO1 metal downspout 07 62 OO.NO1 metal conductor head 07 62 OO.SO1 fastener 07 92 OO.AO1 sealant and backer rod 07 92 OO.AO2 sealant 0811 13.DO1 steel door frame 0811 135011 g rout 0871 OO.KO1 threshold 0891 OO.AO6 stationary impact resistant hurricane louver 0891 OO.GO2 insect screen 0921 16.KO1 exterior gypsum wall sheathing 09 22 36.23.AO1 metal lath 09 22 36.23.FO2 casing bead 09 22 36.23101 spacer 09 24 OO.AO1 cement plaster GENERAL NOTES 1.302 shim as required 1.701 see Door Schedule for door type 2.013 concrete sidewalk 2.104 expansion joint material 3.101 concrete slab on grade 3.371 concrete masonry unit 3.501 cold formed metal studs 3.811 metal deck 4.013 storm piping 4.051 roof drain SEAL \,,° ° I i; tFliF/NI ,,���jJ AJ9 5'. \ 777 / I I 1111 ARASH AHANI KAMANGAR, AIA AR95990 It AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton • A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS EXTERIOR SECTION DETAILS PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K J H G ■ F ■ E D ■ C ■ B A L c A 0 0 M1 EXTERIOR SECTION DETAIL M5 EXTERIOR PLAN DETAIL 6" = 1'-0" 3" = 1'-0" A 09 22 36.23. L01 09 24 OO.A01 092236.23.L01 ` `- - - - - ------------ �- -d- - - - - - -- Q--�,` Z. e q (AT SPLICE JOINTS) d _ s -- - a - ---- a ----- --` a --- - -°ad-- ° ° °a _L I 144 0922 36.23.K02 b I i X p d rd ° x° I I x- (ATSPLICEJOINTS) -- ' '==y------7--4 --1- F1 12" = 1'-0" 3,101 TOP OF z SLAB C'4 z N r -----°�----- - -- d---°-.- °- - - - - -- - -----6--. J��.- °° { Is a I °-'° 41 14 4 �xa I �x °. I a ° Ia° �X QI a _e ____-_--- _- - -. ___u - e__-_+-_-} °�d ° d __._ 4 17 A ELEVATION EXTERIOR SECTION DETAIL 07 14 OO.AO1 a 07 25 OO.CO1 ' 09 22 36.23. L01 m I d 09 24 00.AO1 ° 09 97 23.AO1 I 09 22 36.23.FO2 I 09 97 23.AO1 d ° ° 2.104 d IIIII SECTION A -A TYP AT FASTENERS 09 22 36.23. K02 TYP AT JOINTS FASTENERS TYP AT ALL REVEAL AND CONTROL JOINT CONNECTIONS BETWEEN REVEAL AND SPLICE PLATE JN c G10 EXTERIOR SECTION DETAIL 114" =1'-0" :N JD q ID 'LICE E, 7.051 0610 OO.AO1 07 62 00301 CONT 0.040 ALUMINUM OR 18 GA SS z 1 _ 00 7.053 MOUNTED WITH UL-96 APPROVED MOUNTING HARDWARE 07 52 00.1301 E1:12 SLOPE L15 EXTERIOR SECTION DETAIL 3" = 1'-01 1 3,371 0714 OO.AO1 09 24 OO.AO1 A7 242 07 25 OO.001 09 22 36.23.AO1 09 22 36.23. L01 09 22 36.23502 07 62 00.1301 co 07 92 OO.AO1 08 91 OO.A06 G15 EXTERIOR SECTION DETAIL 3" = 1'-0" 08 91 00.A06 f -- 07 92 OO.AO1 08 9100101 SET IN FULL BED = OF SEALANT 09 22 36.23. F02 0714 OO.AO1 07 92 OO.AO2 09 22 36.23101 09 24 OO.A01 09 22 36.23.AO1 07 62 OO.AO1 MATERIAL NOTES 07 62 OO.FO2 03 5216.AO1 lightweight concrete roof insulation assembly 07 52 00303 0610 OO.AO1 wood blocking 07 62 00.B01 071400 FLUID -APPLIED WATERPROOFING 07 92 OO.A01 0714 OO.AO1 fluid -applied waterproofing 07 25 OO.CO1 self -adhering flexible flashing _ 092236.2 3.F02 07 52 OO.AO1 modified bituminous roofing ' SEE SECTION 07 52 00.1301 base flashing T.O. WALL 07 52 00.603 flexible flashing I N r 07 52 OO.DO2 roof cover board T 07 52 00.E01 cant I 07 92 00.7A02 07 52 00. K01 fastener A7 07 54 OO.AO1 thermoplastic membrane roofing :13 l 242 07 54 00.1301 base flashing 07 62 OO.AO1 metal coping 09 24 00.A01 07 62 OO.AO2 metal coping splice cover I 0714 OO.AO1 07 62 OO.AO3 metal coping concealed splice plate 07 62 OO.BO1 metal flashing 3.371 07 62 00.1702 continuous metal cleat 07 62 00.1-01 metal scupper 07 92 OO.AO1 sealant and backer rod 07 92 OO.AO2 sealant 08 91 OO.AO6 stationary impact resistant hurricane louver 08 91 OO.GO2 insect screen 08 9100101 flashing 08 91 OO.MO1 clip angle 09 22 36.23.A01 metal lath 09 22 36.23101 comer bead 09 22 36.23102 casing bead 09 22 36.23.GO1 reveal 09 22 36.23.KO2 splice plate 09 22 36.23101 spacer 09 24 OO.AO1 cement plaster 09 97 23.AO1 exterior coating 1.302 3.405 I I I 08 91 OO.MO1 I I I I I I 08 91 OO.G02 I I I I A 1,012 1.068 1.302 2.012 2.104 3.101 3.163 3.371 3.405 7.051 7.053 SEAL GENERAL NOTES wall butt joint shim as required concrete paving expansion joint material concrete slab on grade c.i.p. concrete curb concrete masonry unit steel tube lightning protection terminals lightning protection bracket >: • AR95990 ARASH AHANI KAMANGAR, AIA AR95990 It AdventHealth ZEPHYRHILLS GENERATOR ADDITION 08 91 OO.GO2 08 91 OO.MO1 Hunton : . • 1 d ° as ' 1,302 A R C H I T E C T S d d d- I- DATE SUBMISSION NO 41 ° 3.163 12.17.21 CONSTRUCTION DOCUMENTS ° a. Al EXTERIOR SECTION DETAIL A4 EXTERIOR SECTION DETAIL A7 EXTERIOR SECTION DETAIL All EXTERIOR SECTION DETAIL A15 EXTERIOR SECTION DETAIL 6" = 1'-0" 6" - 1'-0" 12" = 1'-0" 6" = 1'-0" 3" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 EXTERIOR SECTION DETAILS PROJ. NO. H-20232.00 SHEET DRAWN DU A242 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 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 ■ D ■ C ■ B ■ :.s Ui A m. 0 a M1 3 11.011 EXTERIOR PLAN DETAIL G1 EXTERIOR SECTION DETAIL 3" =1'-D" LOUVER HORIZONTAL MULLION Al EXTERIOR SECTION DETAIL 3" =1'-0" 1•. All �I 07 62 00.1301 08 33 23.1304 08 33 23.AO1 G7 EXTERIOR SECTION DETAIL 111211 =1'-011 08 33 23.AO3 07 92 OO.AO2 A7 3" = 1'-0" EXTERIOR SECTION DETAIL O U C l ! � I ICI -- EXISTING NEW �—BUILDING ADDITION MATERIAL NOTES 03 05 05.AO1 underslab vapor barrier 03 5216.AO1 lightweight concrete roof insulation assembly 0610 OO.AO1 wood blocking 07 21 OO.CO1 thermal bait insulation 07 25 OO.CO1 self -adhering flexible flashing 07 52 00.A01 modified bituminous roofing 07 52 00.1301 base flashing 07 52 OO.EO1 cant 07 62 00.1301 metal flashing 07 62 00.1303 metal sill flashing 07 62 00.1309 metal counter flashing 07 62 00.1310 metal counter flashing - 2 piece 07 62 00502 continuous metal cleat 07 62 OO.GO1 metal clip 07 62 00.SO1 fastener 07 91 OO.AO1 precompressed foam expansion joint seal 07 92 OO.AO1 sealant and backer rod 07 92 OO.AO2 sealant 07 9513.1301 wall to wall expansion joint cover 08 33 23.AO1 exterior overhead coiling door 08 33 23.AO3 interior overhead coiling door 08 33 23.1304 motor operator 08 91 OO.AO6 stationary impact resistant hurricane louver 08 91 OO.GO2 insect screen 09 22 36.23.AO1 metal lath 09 22 36.23502 casing bead 09 22 36.23101 spacer 09 24 00.AO1 cement plaster 09 97 23.AO1 exterior coating GENERAL NOTES 2.013 concrete sidewalk 09 22 36.23.F02 2.104 expansion joint material 3.101 concrete slab on grade 3.371 concrete masonry unit 3.403 steel angle EXISTING NEW 3.405 steel tube BUILDING ADDITION 3.471 steel plate 3.811 metal deck J12 EXTERIOR SECTION DETAIL 3" = 1'-0" i EXISTING ; NEW BUILDING ' ADDITION—� i EXISTING i NEWS ��_-�—BUILDING ; ADDITION Al2 EXTERIOR SECTION DETAIL 3" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 SEAL ARASH AHANI KAMANGAR, AIA AR95990 It AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton 09 A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS EXTERIOR SECTION DETAILS PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 R ■ P ■ 0 ■ N ■ M ■ L ■ K J ■ H ■ G F ■ E D C ■ B ■ A I ■ 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 D ■ C ■ B ■ J J A C >, s 6 5 E6 1 " =1'-0" A6 1" = 1'-0" STAIR SECTION STAIR SECTION 013 STAIR DETAIL 111211 = 1'-0" K13 SECTION DETAIL 3" =1'-0" E13 STAIR DETAIL 3" =14-0" A13 STAIR SECTION 1 /4" =1'-0" 016 STAIR SECTION 1 " =1'.0" 1 1 05 51 00.F01 1 K16 STAIR SECTION 1 If = 1'-0" E16 STAIR DETAIL 3" = 1'-0" MATERIAL NOTES 0551 00.801 steel channel stringer 0551 OO.CO1 steel pan tread / concrete filled 0551 OO.CO2 steel pan landing / concrete filled 0551 00101 steel handrail 05 5100502 steel guardrail 05 51 OO.G04 steel pipe 0551 OO.G09 steel round bar 05 51 00.G13 steel clip angle 05 51 00.G16 steel wall bracket 0610 OO.AO1 wood blocking 09 21 16.A01 gypsum board / metal stud interior partition - see partition types GENERAL NOTES 3.102 concrete floor slab A" ARASH AHANI KAMANGAR, AIA AR95990 AdventHealth ZEPHYRHILLS GENERATOR ADDITION 124'-8" 2ND LEVEL Hunton . .• A R C H I T E C T S 118'-11" GENERATOR LEVEL DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 112'-0" 1ST LEVEL ENLARGED STAIR PLANS, SECTIONS & DETAILS PROJ. NO. H-20232.00 SHEET DRAWN DU 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Hunton Brady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 I ■ 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 D C ■ B ■ N V A is T + O n U Q a 1 07 81 OO.AO1 HR SPRAY FIREPROOF PLIED TO ROOF DECK UDERSIDE 1 07 81 OO.AO1 HR SPRAY FIREPROOF PLIED TO ROOF DECK UDERSIDE A8 1 /8" = 1'-0" 0 16'-0"AFF 1 j 1 1< <1 1 14'-0"AF I 1 1 1 171.. 1 1 1 0 1 1 1 1 ELECTRICAL (EMERGENCY) 1,148 SF ELECTRIC ' (NORMAL; 603 SF o 1 1 ° 1 1 0 1 1 . 1 a 1 • 1 1 0 i 1 1 , i o 1 1 � i CEILING PLAN -1ST LEVEL - AREA 1 l 3_a 1H A J iflip, - 11 11 111111 ri -------------- d"111111 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 I CEILING LEGEND 09 21 16.H01 gypsum board 09 24 OO.AO1 cement plaster 09 51 OO.AO1 suspended acoustical panel ceiling system 5,051 fire sprinkler head 6.011 supply air diffuser 6.051 return air grille QQ 6.101 exhaust air grille 7.101 troffer light fixture 0 7.102 downlight fixture 0 GENERAL NOTES 1. ALL CEILINGS TO BE 9'-0" UNO 2. ALL SOFFITS OVER CASEWORK TO BE 7'-2" UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS MATERIAL NOTES 09 21 16.H01 gypsum board 09 24 OO.AO1 cement plaster 09 51 OO.AO1 suspended acoustical panel ceiling system GENERAL NOTES 5.051 fire sprinkler head 6.011 supply air diffuser 6.051 return air grille 6.101 exhaust air grille 7.101 troffer light fixture 7.102 downlight fixture SEAL w o l I 1/ Ill OF F` 00 ARtqP ARASH AHANI KAMANGAR, AIA AR95990 It AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton WE A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS CEILING PLAN -1ST LEVEL - AREA 1 PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Huntonl3rady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 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 ■ D ■ C ■ B ■ A U a m ` 0 U 0 Al ti FINISH PLAN -1ST LEVEL - AREA 1 FINISH SPEC NO DESCRIPTION MANUFACTURER SERIES / PATTERN I SIZE COLOR NOTES FLOOR MATERIAL NOTES LC-01 033511 colored coating Sherwin William, SuperPaint ArmorSeal Tread Plex SW7066 Gray Matters XM-01 0.801 match existing BASE RC-01 09 65 00 rubber cove base Johnsonite 4" High 32 Pebble WG Typical Base WALL PA-01 099123 interior paint Sherwin Williams, SuperPaint Eggshell SW9166 Drift of Mist field paint PE-01 099123 epoxy paint Sherwin Williams, SuperPaint Eggshell SW9166 Drift of Mist field paint XM-01 0.801 match existing CEILING ES-01 1.027 exposed structure -- -- XM-01 0.801 match existing A10 FINISH LEGEND NO SCALE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 GENERAL NOTES I FINISH NOTES NOTE: ALL PRODUCTS INDICATED IN THE FINISH LEGEND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, UNLESS OTHERWISE INDICATED IN THE DRAWINGS, SPECIFICATIONS, OR "REMARKS" HEREIN SEAL ARASH AHANI KAMANGAR, AIA AR95990 04 AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton WEI A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS FINISH LEGEND AND NOTES PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 I ■ 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 ■ D ■ C ■ B ■ A OPENING DOOR FIRE RATING FRAME HDW SET NOTES NUMBER NAME WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB THRESH'D 101-A GENERATOR ROOM 4'-0" T-0" A ST PR-01 -- -- B SF -- H7/A242 A7/A242 1 101-B GENERATOR ROOM 6-0" 7'-0" AA ST PR-01 -- -- B SF -- 2 101-C GENERATOR ROOM 10'-21/2" 12A" B OE PR-01 -- -- -- MO -- 102-A GENERATOR ROOM 4'-0" 7'-0" A ST PR-01 -- 90 B SF -- E1/A901 Al/A901 3 102-B FUEL TANK YARD 4'-0" 7'-0" A ST PR-01 -- -- B SF -- H7/A242 A7/A242 1 102A ELECTRICAL 6'-0" 7'-0" AA ST PR-01 -- -- B SF -- 4 103-A ELECTRICAL (EMERGENCY) 6'-0" 7'-0" AA WW PR-01 -- -- A SF -- E4/A901 A4/A901 5 103-B ELECTRICAL (EMERGENCY) 4'-0" 7'-0" A ST PR-01 -- 90 B SF -- 6 103-C ELECTRICAL (NORMAL) 4'-0" 7'-0" A WW PR-01 -- 90 A SF -- E4/A901 A4/A901 6 104-A ELECTRICAL (NORMAL) 6'-0" 7'-0" AA WW PR-01 -- -- A SF -- E4/A901 A4/A901 5 104-B PASSAGE 3'-0" 7'-0" A WW PR-01 -- 90 A SF PA-04 6 105-A STORAGE 4'-0" 7'-0" A WW PR-01 -- 45 A SF -- E4/A901 A4/A901 7 105-B RECEIVING 4'-0" 7'-0" A WW PR-01 -- 45 A SF -- E4/A901 A4/A901 7 107 SHELL/ STORAGE 10'-0" 8'-6" B OE I PR-01 -- -- -- MO -- N1 NO SCALE DOOR SCHEDULE SEf PARTITION TYPFS DOOR AA WIDTH DOOR A WIDTH (D ` w O O ' A - SINGLE AA - DOUBLE CV 1 � C� w rY O 0 0 w rY O O 0 DOOR WIDTH r- - - - - - - - - - - - - - - - - - - - - - - - -i DOOR uvvr� WIDTH WIDTH A B El HEAD DETAIL E4 HEAD DETAIL E6 DOOR & FRAME TYPES 3" = V-0" 3" = V-0" NO SCALE 0811 13.EO2 0811 13.DO1 co i M 09 21 16.1301 DOUBLE 5/8" 2" 5/8" 4" CN CV Zfl Cfl z z O = O = a 0- CN CV IA DOOR MATERIAL SPEC NO DESCRIPTION OE 08 33 23.AO1 exterior overhead coiling door ST 0811 13.AO1 steel door WW 081416.AO1 prefinished flush wood veneer faced wood door FINISH SPEC NO I DESCRIPTION PR-01 1.081 1 r)refinished MANUFACTURER I SERIES / PATTERN I SIZE I COLOR MATERIAL NOTES 07 92 OO.AO1 sealant and backer rod 0811 13.DO1 steel door frame 0811 13.EO2 stud anchor 09 21 16.B01 metal stud 09 21 16.CO1 metal stud U runner 1.701 1.706 3.371 NOTES I GLASS I SPEC NO I DESCRIPTION I I I I I FRAME MATERIAL SPEC NO DESCRIPTION MO 08 33 23.CO1 metal guide SF 0811 13.DO1 steel door frame FINISH I SPEC NO DESCRIPTION Al JAMB DETAIL A4 JAMB DETAIL A6 DOOR FRAME SECTIONS A10 DOOR AND FRAME LEGEND 3" =1'-0" 3" =1'-0" - NO SCALE NO SCALE MANUFACTURER I SERIES/PATTERN/SIZE I COLOR SEAL GENERAL NOTES see Door Schedule for door type grout frame solid with mortar concrete masonry unit �s Q- AR59 7 ARASH AHANI KAMANGAR, AIA AR95990 It AdventHealth ZEPHYRHILLS GENERATOR ADDITION Hunton • NOTES A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS DOOR SCHEDULE & DETAILS PROJ. NO. H-20232.00 SHEET DRAWN DU 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 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 L D ■ C ■ B ■ V 7 V n A U- 21 J 7 ^. a 09 21 16.D01 3 5/8' 09 21 16.DO2 AT FIRE BARRIERS 3.822 07 92 00.B01 AT TYPE B 07 92 OO.AO2 AT SMOKE PARTNS 07 84 OO.AO1 AT FIRE BARRIERS 1.751 0921 16.L01 WHERE NOTED 09 21 16. B01 3 5/8" AT 16" OC 47 09 21 16.H01 5/8" 09 21 16.H02 AT FIRE BARRIERS 09 21 16.COl 3 5/8" 1.751 0'-0" A.F.F. 07 92 OO.AO2 07 84 00.AO1 AT FIRE BARRIERS TYPE 1A NON -RATED TYPE 1 B NON-RATED/SOUND ATTENUATION TYPE 1 C SMOKE PARTITION TYPE 1 D SMOKE PARTITION/SOUND ATTENUATION TYPE I 1-HOUR FIRE BARRIER TYPE IF 1-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE I 1-HOUR FIRE/SMOKE BARRIER TYPE I 1-HOUR FIRE/SMOKE BARRIER/SOUND ATTENUATION TEST REF: UL U465 PARTITION TYPE 1 09 21 16.D01 307 92 O0.1301 1 AT TYPES B AND D 07 92 OO.AO2 AT SMOKE PARTNS 1.751 - 0921 16.L01 WHERE NOTED 09 21 16.B01 AT 16" OC na 91 is Hn1 5/8" 0'-0" A.F.F. TYPE 15A 3 5/8" STUDS TYPE 15B 3 5/8" STUDS/SOUND ATTENUATION TYPE 15C 21/2" STUDS TYPE 15D 21/2" STUDS/SOUND ATTENUATION TYPE 15E 3 5/8" STUDS/SMOKE PARTITION TYPE 15F 3 5/8" STUDS/SMOKE PARTITION/SOUND ATTENUATION TYPE 15G 21/2" STUDS/SMOKE PARTITION TYPE 15H 21/2" STUDS/SMOKE PARTITION/SOUND ATTENUATION PARTITION TYPE 15 Al INTERIOR PARTITION TYPES NO SCALE 09 21 16.DO1 3 5/8" 09 21 16.DO1 6" 09 21 16.D02 AT FIRE BARRIERS 09 21 16.DO2 AT FIRE BARRIERS 3.822 3.822 07 92 00.1301 AT TYPE B 07 92 O0.1301 AT TYPE B 07 92 OO.AO2 AT SMOKE PARTNS 07 92 OO.AO2 AT SMOKE PARTNS 07 84 O0.A01 AT FIRE BARRIERS 07 84 OO.A01 AT FIRE BARRIERS 09 21 16101 WHERE NOTED 09 21 16.L01 WHERE NOTED 09 21 16.1301 6" AT 16" OC 61 /8" 09 21 16. BO 1 3 5/8" AT 16" OC 71 /4" 09 21 16.H01 5/8"- 2 LAYERS 09 21 16.H01 5/8" 09 21 16.HO2 AT FIRE BARRIERS 0921 16.H02 AT FIRE BARRIERS 09 21 16.001 3 5/8" 09 21 16.001 6" 1.751 1.751 0'-0" 0'-0" A.F.F. A.F.F. 07 92 0O.A02 07 92 OO.AO2 07 84 OO.A01 AT FIRE BARRIERS O7 84 O0.AO1 AT FIRE BARRIERS TYPE 2A NON -RATED TYPE 3A NON -RATED TYPE 2B NON-RATED/SOUND ATTENUATION TYPE 3B NON-RATED/SOUND ATTENUATION TYPE 2C SMOKE PARTITION TYPE 3C SMOKE PARTITION TYPE 2D SMOKE PARTITION/SOUND ATTENUATION TYPE 3D SMOKE PARTITION/SOUND ATTENUATION TYPE 2J 2-HOUR FIRE BARRIER TYPE 3E 1-HOUR FIRE BARRIER TYPE 2K 2-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 3F 1-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 2L 2-HOUR FIRE/SMOKE BARRIER TYPE 3G 1-HOUR FIRE/SMOKE BARRIER TYPE 2M 2-HOUR FIRE/SMOKE BARRIER/SOUND ATTENUATION TYPE 3H 1-HOUR FIRE/SMOKE BARRIER/SOUND ATTENUATION TEST REF: UL U411 TEST REF: UL U465 PARTITION TYPE 2 PARTITION TYPE 3 6" AT FIRE BARRIERS AT TYPE B AT FIRE BARRIERS 09 2116101 WHERE NOTED 09 2116. BO 1 6" AT 16" OC 81/2" 09 21 16.H01 5/8" - 2 LAYERS 09 21 16.HO2 AT FIRE BARRIERS 09 21 16.001 6" = 1.751 OIL 0'-0" A.F.F. 07 92 OO.AO2 TYPE 4A NON -RATED 07 84 OO.A01 AT FIRE BARRIERS TYPE 4B NON-RATED/SOUND ATTENUATION TYPE 4E 1-HOUR FIRE BARRIER TYPE 4F 1-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 4G 1-HOUR FIRE/SMOKE BARRIER TYPE 4H 1-HOUR FIRE/SMOKE BARRIER/SOUND ATTENUATION TYPE 4J 2-HOUR FIRE BARRIER TYPE 4K 2-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 4L 2-HOUR FIRE/SMOKE BARRIER TYPE 4M 2-HOUR FIRE/SMOKE BARRIER/SOUND ATTENUATION TEST REF: UL U411 PARTITION TYPE 4 21 /2" WHERE NOTED 21 /2" AT 24" OC -L 09 21 16.J01 1" 09 21 16.H02 5/8" 09 21 16.0O2 21/2" 1.751 07 84 OO.A01 0'-0" A.F.F. TYPE 5E 1-HOUR FIRE BARRIER TYPE 5F 1-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 5G 1-HOUR FIRE/SMOKE BARRIER TYPE 5H 1-HOUR FIRE/SMOKE BARRIER/SOUND ATTENUATION TEST REF: UL DESIGN NO U415 - SYSTEM A PARTITION TYPE 5 3�A 09 21 16.0O2 21/2" MATERIAL NOTES 07 84 OO.A01 firestopping assembly 3.822 07 92 OO.A02 sealant 07 84 OO.A01 07 92 00.1301 acoustic sealant 09 21 16.B01 metal stud 09 21 16.L01 WHERE NOTED 09 21 16.B02 metal CH stud 09 21 16.001 metal stud U runner - - 0921 16.0O2 metal stud J runner 1.751 0921 16.D01 metal head -of -wall deflection track system 09 21 16.B02 2112" AT 24" OC 0921 16.D02 metal head -of -wall deflection and firestop track system 0921 16.H01 gypsum board 09 21 16.H02 5/8" - 2 LAYERS 0921 16.HO2 fire -rated gypsum board 0921 16.J01 fire -rated gypsum shaft liner board 0921 16101 sound attenuation blanket --� 09 21 16.J01 1" 09 21 16.0O2 21/2" 1.751 0'-0" A.F.F. 07 84 00.A01 TYPE 7J 2-HOUR FIRE BARRIER 1.751 TYPE 7K 2-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 7L 2-HOUR FIRE/SMOKE BARRIER 3.822 TYPE 7M 2-HOUR FIRE/SMOKE BARRIER/SOUND ATTENUATION TEST REF: UL U438 PARTITION TYPE 7 SEAL GENERAL NOTES see Finish Plan for material and/or finish underside of structure PARTITION TYPE LETTER DESIGNATIONS PARTITION TYPE NOTES - ®®.- '"' " _ l A NON -RATED 1. REFER TO THE "FIRE RESISTANCE DESIGN MANUAL" LATEST EDITION PUBLISHED BY THE B NON-RATED/SOUND ATTENUATION GYPSUM ASSOCIATION AND UL FIRE RESISTANCE DIRECTORY, LATEST EDITION FOR C SMOKE PARTITION ADDITIONAL INFORMATION. THE DESIGN MANUAL'S GENERAL EXPLANATORY NOTES PERMIT MODIFICATIONS AND SUBSTITUTIONS WITHOUT DEGRADING THE FIRE RESISTANT RATING, ARASH AHANI KAMANGAR, AIA AR95990 D SMOKE PARTITION/SOUND ATTENUATION RESULTING FROM INCREASING STUD DEPTHS, STUD GAUGES, WALLBOARD THICKNESS, E 1-HOUR FIRE BARRIER NUMBER OF LAYERS, AND CHASE WALL DIMENSIONS. F 1-HOUR FIRE BARRIER/SOUND ATTENUATION G 1-HOUR FIRE/SMOKE BARRIER 2. MEET OR EXCEED THE PARTITION TYPE REQUIREMENTS INDICATED. AdventHealth H 1-HOUR FIRE/SMOKE BARRIER/SOUND ATTENUATION 3. USE DIRECT ATTACHED SYSTEMS FOR UL TESTED FIRE RATED WALLBOARD SYSTEMS. J 2-HOUR FIRE BARRIER Z PHYRHILLS K 2-HOUR FIRE BARRIER/SOUND ATTENUATION 4. REFER TO THE FLOOR PLAN DRAWINGS FOR PARTITION TYPE LOCATIONS AND THE LIFE GENERATOR ADDITION L 2-HOUR FIRE/SMOKE BARRIER SAFETY PLAN DRAWINGS FOR LOCATIONS OF FIRE RATINGS. M 2-HOUR FIRE/SMOKE BARRIER/SOUND ATTENUATION 5. BACKING BOARDS: REFER TO SPECIFICATION SECTION 09 2116 GYPSUM BOARD ASSEMBLIES N 3-HOUR FIRE BARRIER FOR TYPE AND LOCATION OF BACKING BOARD PRODUCTS. P 3-HOUR FIRE/SMOKE BARRIER Q 4-HOUR FIRE BARRIER 6. REFER TO SPECIFICATION SECTIONS 0610 00 AND 09 2116, AND THE DRAWINGS FOR R 4-HOUR FIRE/SMOKE BARRIER THQEIPMENT, CASEWOR, AND MANUFACTURER'SKNSTRUCTCIONSOANIES WHICH REQUIRE D/OR RECOMMENDATIONSNAL REINFORCEMENT PERHunton . ! S FOR ABUSE RESISTANT ASSEMBLIES T FOR ABUSE RESISTANT ASSEMBLIES 7. WHERE 50% OR GREATER OF AN EXISTING SMOKE COMPARTMENT IS RENOVATED, THE U FOR ABUSE RESISTANT ASSEMBLIES CONTRACTOR SHALL VERIFY AND REPAIR THE SMOKE BARRIER, AS REQUIRED. REFER TO THE A R C H i T E C T S LIFE SAFETY PLAN AND FLOOR PLAN DRAWINGS FOR LOCATIONS OF THESE WALLS. V FOR ABUSE RESISTANT ASSEMBLIES W USER PREFERENCE X USER PREFERENCE DATE SUBMISSION NO Y USER PREFERENCE 12.17.21 CONSTRUCTION DOCUMENTS Z USER PREFERENCE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 INTERIOR PARTITION TYPES PROJ. NO. H-20232.00 SHEET DRAWN DU ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Huntonl3rady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 R ■ P ■ 0 ■ i N ]VI ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ s C ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 03 05 05 UNDERSLAB VAPOR BARRIER 09 21 16.AO1 gypsum board / metal stud interior 0.000 DEMOLITION 03 05 05.AO1 underslab vapor barrier partition - see partition types 0.040 Architectural Demolition - Masonry 033511 CONCRETE FLOOR FINISHES 0921 16.1301 metal stud 0.061 remove existing cabinets/casework 035216 LIGHTWEIGHT INSULATING 0921 16.602 metal CH stud 0.081 remove existing door and frame CONCRETE 0921 16.CO1 metal stud U runner 0.091 remove existing partitions 03 5216.AO1 lightweight concrete roof insulation 0921 16.CO2 metal stud J runner 0.092 remove existing ceiling assembly 0921 16.D01 metal head -of -wall deflection track 0.094 remove existing floor finish 05 50 00 METAL FABRICATIONS system 0.141 existing masonry to remain 05 50 OO.AO5 steel tube 0921 16.DO2 metal head -of -wall deflection and 0.401 remove existing plumbing fixture 05 50 OO.CO1 steel ladder firestop track system 0.801 match existing 05 51 00 METAL STAIRS 0921 16.1-101 gypsum board 0.802 patch as required to match existing 0551 00.B01 steel channel stringer 09 21 16.H02 fire -rated sum board gyp 0.901 temporary construction shall be in 0551 OO.CO1 steel pan tread / concrete filled 0921 16.JO1 fire -rated gypsum shaft liner board place prior to any demolition work that 0551 OO.CO2 steel pan landing / concrete filled 0921 16.KO1 exterior gypsum wall sheathing is performed 0551 OO.FO1 steel handrail 0921 16101 sound attenuation blanket 0.902 provide visible construction work 05 5100.FO2 steel guardrail 09 22 36.23 METAL LATH signage located on finished side of 05 51 OO.GO4 steel pipe 09 22 36.23.AO1 metal lath temporary work 0551 OO.GO9 steel round bar 09 22 36.23.EO1 control joint 0.981 temporary door and frame 0551 00.G13 steel clip angle 09 22 36.23.FO1 comer bead 0.991 temporary partition 05 51 00.G16 steel wall bracket 09 22 36.23.FO2 casing bead 1.000 ARCHITECTURAL 061000 ROUGH CARPENTRY 09 22 36.23.G01 reveal 1.012 wall 0610 OO.AO1 wood blocking 09 22 36.23.KO2 splice plate 1.027 exposed structure 071300 SHEET WATERPROOFING 09 22 36.23101 spacer 1.056 reveal 0713 OO.AO1 sheet waterproofing 09 24 00 CEMENT PLASTERING 1.068 butt joint 071400 FLUID -APPLIED WATERPROOFING 09 24 00.AO1 cement plaster 1.081 prefinished 0714 OO.AO1 fluid -applied waterproofing 09 30 00 TILING 1.302 shim as required 072100 THERMAL INSULATION 09 51 00 ACOUSTICAL CEILINGS 1.701 see Door Schedule for door type 07 21 OO.CO1 thermal batt insulation 09 51 OO.AO1 suspended acoustical panel ceiling 1.706 grout frame solid with mortar 07 25 00 WEATHER BARRIERS system 1.751 see Finish Plan for material and/or 07 25 00.1301 fluid -applied membrane vapor 09 65 00 RESILIENT FLOORING finish retarder 09 91 23 INTERIOR PAINTING 2.000 SITEWORK 07 25 OO.CO1 self -adhering flexible flashing 09 97 23 CONCRETE AND MASONRY 2.012 concrete paving 07 52 00 MODIFIED BITUMINOUS COATINGS 2.013 concrete sidewalk MEMBRANE ROOFING 09 97 23.A01 exterior coating 2.104 expansion joint material 07 52 OO.AO1 modified bituminous roofing 10 28 00 TOILET, BATH, AND LAUNDRY 3.000 STRUCTURAL 07 52 00.1301 base flashing ACCESSORIES 3.053 concrete turn down slab 07 52 00.B03 flexible flashing 111313 LOADING DOCK BUMPERS 3.101 concrete slab on grade 07 52 OO.CO2 tapered rigid board roof insulation 32 31 19 DECORATIVE METAL FENCES AND 3.102 concrete floor slab 07 52 OO.D02 roof cover board GATES 3.163 c.i.p. concrete curb 07 52 OO.EO1 cant 32 31 19.B01 decorative metal gate - swinging 3,351 tilt up concrete wall panel 07 52 OO.KO1 fastener 3.371 concrete masonry unit 07 54 00 THERMOPLASTIC MEMBRANE 3.372 concrete masonry unit lintel ROOFING 3.376 grout fill 07 54 OO.AO1 thermoplastic membrane roofing 3.403 steel angle 07 54 00.1301 base flashing 3.405 steel tube 07 54 OO.CO1 rigid board roof insulation 3.431 steel beam 07 54 OO.CO2 tapered rigid board roof insulation 3.471 steel plate 07 54 00. D02 roof cover board 3.501 cold formed metal studs 07 62 00 SHEET METAL FLASHING AND 3.811 metal deck TRIM 3.822 underside of structure 07 62 OO.AO1 metal coping 4.000 PLUMBING 07 62 OO.AO2 metal coping splice cover 4.013 storm piping 07 62 OO.AO3 metal coping concealed splice plate 4.051 roof drain 07 62 00.601 metal flashing 5.000 FIRE PROTECTION 07 62 00.1303 metal sill flashing 5.051 fire sprinkler head 07 62 00.1309 metal counter flashing 6.000 MECHANICAL 07 62 00.1310 metal counter flashing - 2 piece 6.011 supply air diffuser 07 62 OO.F02 continuous metal cleat 6.051 return air grille 07 62 OO.GO1 metal clip 6.101 exhaust air grille 07 62 00101 metal scupper 7.000 ELECTRICAL 07 62 OO.M01 metal downspout 7.051 lightning protection terminals 07 62 OO.NO1 metal conductor head 7.053 lightning protection bracket 07 62 OO.S01 fastener 7.101 troffer light fixture 07 72 00 ROOF ACCESSORIES 7.102 downlight fixture 07 81 00 APPLIED FIREPROOFING 7.103 sconce light fixture 07 81 00.A01 spray applied fireproofing 07 84 00 FIRESTOPPING 07 84 OO.AO1 firestopping assembly 07 91 00 PREFORMED JOINT SEALS 07 91 OO.A01 precompressed foam expansion joint SEAL seal lFL//���'-� 07 92 00 JOINT SEALANTS OF 07 92 00.A01 sealant and backer rod 07 92 OO.AO2 sealant ` y 07 92 00301 acoustic sealant 079513 EXPANSION JOINT COVER - '� A9 9 ASSEMBLIES G'i •• 07 9513.1301 wall to wall expansion joint cover 081113 HOLLOW METAL DOORS AND FRAMES ARASH AHANI KAMANGAR, AIA AR95990 0811 13.AO1 steel door 0811 13.DO1 steel door frame 0811 13. EO2 stud anchor 0811 13.FO1 grout AdventHealth 081416 FLUSH WOOD DOORS 081416.AO1 prefinished flush wood veneer faced Z E P HYR H I L LS wood door GENERATOR ADDITION 08 33 23 OVERHEAD COILING DOORS 08 33 23.AO1 exterior overhead coiling door 08 33 23.AO3 interior overhead coiling door 08 33 23.1304 motor operator 08 33 23.CO1 metal guide 08 41 26 ALL -GLASS ENTRANCES AND STOREFRONTS Hunton 0 084413 GLAZED ALUMINUM CURTAIN WALLS 08 4413.AO1 glazed aluminum curtain wall system A R C H I T E C T S 08 71 00 DOOR HARDWARE 08 71 OO.KO1 threshold DATE SUBMISSION NO 08 80 00 GLAZING 08 80 OO.AO1 heat strengthened clear glass 12.17,21 CONSTRUCTION DOCUMENTS 08 80 00.1301 tempered clear glass 08 80 OO.EO8 insulating heat strengthened low E tinted glass 08 80 00.1708 insulating tempered low E tinted glass 08 91 00 LOUVERS 0891 OO.AO6 stationary impact resistant hurricane louver 08 91 OO.GO2 insect screen 08 9100101 flashing MASTER KEYNOTE LEGEND 08 9100.M01 clip angle 09 21 16 GYPSUM BOARD ASSEMBLIES Al MASTER KEYNOTE LEGEND PROJ. NO. H-20232.00 SHEET DRAWN DU A951 NO SCALE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Huntonl3rady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 3 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 10 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 I ■ P ■ 0 N ■ m ■ L ■ K ■ J ■ H ■ G ■ F ■ E D ■ C ■ B ■ A m 61 G15-32.004 ENGINEERING DOCUMENT INFO. 61G15-32.004 (2)(A-M): A. POINT OF SERVICE: THE POINT OF SERVICE CONSISTS OF AN 8" FIRE MAIN THAT SERVES THE FIRE HYDRANTS ON SITE. 8" FIRE MAINS SHALL BE PROVIDED WITH A BACKFLOW PREVENTION DEVICE ASSEMBLY. TWO FIRE DEPARTMENT CONNECTIONS SHALL BE PROVIDED AS REQUIRED FOR HIGH-RISE BUILDINGS. B. APPLICABLE CODES AND STANDARDS: IN ADDITION TO LOCAL ORDINANCES, APPLICABLE CODES AND STANDARDS ARE AS FOLLOWS: • FLORIDA BUILDING CODE, SEVENTH EDITION (2020) • FLORIDA FIRE PREVENTION CODE, SEVENTH EDITION (2020) • NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION • NFPA 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS, 2017 EDITION C. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA SHALL BE AS FOLLOWS: LIGHT HAZARD (LH): CORRIDORS, OFFICES, BATHROOMS AND AREAS OF SIMILAR FIRE LOAD. ORDINARY HAZARD GROUP 1 (01-11): MECHANICAL ROOMS, ELECTRICAL ROOMS, AND AREAS OF SIMILAR FIRE LOAD. ORDINARY HAZARD GROUP 2 (OH2): GENERATOR ROOM, STORAGE AREAS AND AREAS OF SIMILAR FIRE LOAD. D. DESIGN APPROACH SCOPE OF WORK CONSISTS OF THE INSTALLATION OF A NEW FIRE SPRINKLER SYSTEM. LIGHT HAZARD: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING EXPOSED STEEL SUPPLY PIPING ROUTED BELOW STRUCTURE. IN ROOMS/AREAS PROVIDED WITH CEILINGS PIPING SHALL BE LOCATED ABOVE THE CEILING. PIPING SHALL SUPPLY UPRIGHT SPRINKLER HEADS IN EXPOSED AREAS AND CONCEALED PENDENT SPRINKLER HEADS IN ROOMS PROVIDED WITH CEILINGS. DESIGN DENSITY: 0.10 GPM/SQ. FT. FOR A 1,500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING: 155 DEGREE F. SPACING: FOR STANDARD COVERAGE HEADS, 15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 225 SQ. FT. AREA REDUCTION ALLOWED PER NFPA. ORDINARY HAZARD GROUP 1: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING EXPOSED STEEL SUPPLY PIPING ROUTED BELOW STRUCTURE. IN ROOMS/AREAS PROVIDED WITH CEILINGS PIPING SHALL BE LOCATED ABOVE THE CEILING. PIPING SHALL SUPPLY UPRIGHT SPRINKLER HEADS IN EXPOSED AREAS AND CONCEALED PENDENT SPRINKLER HEADS IN ROOMS PROVIDED WITH CEILINGS. DESIGN DENSITY: 0.15 GPM/SQ. FT. FOR A 1,500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING: 155 DEGREE F. SPACING: FOR STANDARD COVERAGE HEADS, 15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 130 SQ.FT. AREA REDUCTION ALLOWED PER NFPA. ORDINARY HAZARD GROUP 2: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPED AUTOMATIC SPRINKLER, USING STEEL SUPPLY PIPING LOCATED ABOVE THE CEILING, WITH PIPE DROPS TO STANDARD COVERAGE PENDENT HEADS LOCATED IN THE CEILING. DENSITY: 0.20 GPM/SQ. FT. FOR A 1500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING: 155 DEGREE F. SPACING: FOR STANDARD COVERAGE HEADS, 15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 130 SQ. FT. AREA REDUCTION ALLOWED PER NFPA 13. FIRE STOPPING FOR STEEL PIPE PENETRATING A CONCRETE FLOOR OR A CONCRETE BLOCK WALL: UL SYSTEM NO. C-AJ-1001, USE 3M TYPE CP ZSWB + CAULK, F RATING 3 HRS. E. CHARACTERISTICS OF WATER SUPPLY: EXISTING -INCH MUNICIPAL WATER MAIN RUNS ALONG XX ROAD. ONE 8" TAP WILL FEED THE PROJECT. DURATION IS GOOD BASED ON THE HYDRANT FOW TEST SHOWN IN ITEM (F) BELOW. F. FIRE FLOW TEST: • UNAVAILABLE AT THIS TIME. G. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: THE FIRE SPRINKLER SYSTEMS FOR THE BUILDING SHALL HAVE A WATER FLOW SWITCH WITH A LOCAL AUDIBLE ALARM AND REMOTE STATION MONITORING. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHUT-OFF VALVES AND ANY OTHER SHUT-OFF VALVES USED IN THE WATER SUPPLY PIPING FOR THIS SPRINKLER SYSTEM SHALL HAVE TAMPER SWITCHES WITH FIRE ALARM MONITORING. H. THE WATER PURVEYOR TO THIS DEVELOPMENT REGULARLY MAINTAINS AND TESTS THAT THEIR WATER IS IN COMPLIANCE WITH ALL STATE AND FEDERAL DRINKING WATER STANDARDS. THE SUPPLY IS MONITORED AND AS SUCH IT IS OF A QUALITY THAT WOULD NOT BE REASONABLY EXPECTED TO LEAD TO MIC. I. BACKFOW PREVENTION AND METERING SPECIFICATIONS: THE BACKFOW PREVENTION DEVICE ASSEMBLY AND THE METERING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR. THE BACKFOW PREVENTION DEVICE ASSEMBLY IS TO HAVE A MAXIMUM ALLOWABLE PRESSURE DROP OF 10 PSI @ 1000 GPM. BACKFLOW PREVENTION DEVICE IS INDICATED ON FLOOR PLAN. J. QUALITY AND PERFORMANCE SPECIFICATIONS OF FIRE PROTECTION COMPONENTS: FIRE PROTECTION SYSTEM COMPONENTS SHALL BE UNDERWRITERS LABORATORIES LISTED OR FM APPROVED TO. ENSURE QUALITY OF SYSTEM COMPONENTS. COMPONENTS SHALL ALSO BE PROVIDED IN ACCORDANCE WITH PERFORMANCE REQUIREMENTS IN FIRE PROTECTION TECHNICAL SPECIFICATIONS. K. FOR HIGH HAZARD OCCUPANCY CLASSIFICATIONS, STORAGE OCCUPANCIES, AND FACTORY OCCUPANCIES, AS DEFINED IN SECTIONS 307, 311, AND 306, RESPECTIVELY, OF THE FLORIDA BUILDING CODE, BUILDING, AND HIGH-RISE BUILDINGS, AS DEFINED IN SECTION 202 OF THE FLORIDA BUILDING CODE, BUILDING, A DETERMINATION OF WHETHER A FIRE PUMP IS REQUIRED AND IF SO, THE SPECIFIC VOLUMETRIC FLOW AND PRESSURE RATING OF THE PUMP. THE FLORIDA BUILDING CODE IS INCORPORATED BY REFERENCE IN SUBSECTION 61G15-18.011(6), F.A.0 FIRE PUMP SERVING THE BUILDING FIRE PROTECTION SYSTEM IS EXISTING TO REMAIN. L. A VERIFICATION OF WHETHER A FIREWATER STORAGE TANK IS REQUIRED ON SITE AND IF SO, A DETERMINATION OF THE SIZE AND CAPACITY REQUIRED. A FIREWATER STORAGE SHALL NOT BE REQUIRED FOR THIS PROJECT. M. OWNER'S CERTIFICATE. IN STORAGE OCCUPANCIES, THE OWNER'S INFORMATION CERTIFICATE IS REQUIRED FROM THE PROPERTY OWNER AS IT CLEARLY DEFINES THE STORAGE CONFIGURATION OF THE SPACE FOR THE CURRENT AND FUTURE USE OF THE PROPERTY, AS REQUIRED BY THE CODES AND STANDARDS SET FORTH IN SUBSECTION 61G15-32.002(7), F.A.C. THE BUILDING OWNER WILL PROVIDE OWNER'S INFORMATION CERTIFICATE OUTLINING THE STORAGE CONFIGURATION OF THE STORAGE SPACE FOR THE CURRENT AND FUTURE USE OF THE PROPERTY. GENERAL NOTES 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA # 31. PIPE SHALL BE REAMED AND CLEANED BEFORE 13, AHCA AND ALL APPLICABLE STATE AND LOCAL CODES. ASSEMBLY, AND AFTER ASSEMBLY. THE ENTIRE PIPING SYSTEM SHALL BE FLUSHED CLEAN. 2. ADHERE TO AND OBTAIN ALL PERMITS, LICENSES, AHCA AND ALL GOVERNMENT REQUIREMENTS. 32. ADJUST NEW/EXISTING SPRINKLER PIPING AND SPRINKLE HEAD PLACEMENT TO ACCOMMODATE NEW/EXISTING 3. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE CEILING HEIGHTS AND STRUCTURAL CONFIGURATIONS. DEPARTMENT, BLDG. DEPT. AHCA AND ARCHITECT/ENGINEER. 33. PROVIDE SYSTEM(S) WITH FLUSHING CONNECTION(S). 4. A VISIT TO THE SITE TO CHECK AND VERIFY ALL 34. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED EXISTING CONDITIONS PRIOR TO BIDDING TO INSURE DUCTWORK, AN OBSTRUCTION, OR COMBINATIONS OF THE COORDINATION OF THE FIRE SERVICES WITH OBSTRUCTIONS 4 FEET OR WIDER. EXISTING CONDITIONS. 35. INDICATE THE ROOM FUNCTIONS FOR EACH AREA 5. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL ON THE SHOP DRAWINGS. MEMBERS TO BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL 36. INDICATE THE LOCATION AND SIZE OF BLIND ENGINEER. SPACES AND CLOSETS ON THE SHOP DRAWINGS. 6 FIRE SPRINKLER TEMPERATURE RATING AND PLACEMENT 37. INDICATE THE TOTAL SQUARE FOOT AREA NEAR HEAT SOURCES SHALL COMPLY WITH NFPA 13 PROTECTED BY SYSTEM(S) ON EACH FLOOR(S) ON TABLE 8.3.2.5 (a) THE SHOP DRAWINGS. T PIPE ROUTING SHOWN SHALL BE USED AND ANY 38, INDICATE THE NUMBER OF SPRINKLERS ON EACH ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR RISER PER FLOOR ON THE SHOP DRAWINGS, PROPER INSTALLATION, COORDINATION WITH OTHER TRADES, AND/OR TO MAINTAIN PROPER 39. PROVIDE HEAD GUARDS ON SPRINKLER HEADS IN CLEARANCES SHALL BE PROVIDED. VERIFY ELECTRIC, TELEPHONE AND MECHANICAL ROOMS. STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID ALL OBSTRUCTIONS OR 40. ALL PENDENT SPRINKLERS SHALL BE INTERFERENCES. CENTER -OF -TILE, UNLESS MAXIMUM DISTANCES FROM WALLS OR BETWEEN HEADS IS EXCEEDED. ALL 8, REFER TO ARCHITECTURAL REFLECTED CEILING SPRINKLER HEADS MOUNTED IN CEILING SHALL BE PLANS AND ELECTRICAL LIGHTING DRAWINGS FOR LOCATED A MINIMUM OF 4" AWAY FROM ANY CEILING DESCRIPTIONS AND HEIGHTS. WALLS, CEILING GRID MEMBERS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING 9. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE STRUCTURAL SURFACE. WALLS, CEILINGS, FLOORS, ROOFS, ETC., FLASH AND COUNTERFLASH ROOF PENETRATIONS. 41. FIRE PROTECTION CONTRACTOR SHALL ASSIST IN PREPARATION OF COORDINATION DRAWINGS FOR ALL 10. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE LEVELS WHICH INDICATE ALL THE ENGINEERING NON -ACCESSIBLE CEILINGS AND CHASES. DISCIPLINES & FIRE PROTECTION PIPING, THESE DRAWINGS SHALL BE PREPARED & APPROVED BY 11. SPRINKLER HEADS ARE TO BE COORDINATED WITH THE ENGINEER PRIOR TO ANY INSTALLATION. REFER ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES, TO SPECIFICATION SECTION 2333005 - COORDINATION CEILING SYSTEMS AND STRUCTURAL SYSTEM. DRAWINGS. 12. INDICATE CENTER -TO -CENTER DIMENSIONS AND/OR 42. FIRE SPRINKLER PIPING SHALL NOT TRAVEL WITHIN PIPE CUT LENGTHS AND NOMINAL PIPE DIAMETERS 6 FEET OVER THE TOPS OF ELECTRICAL PANEL ON ALL PIPING. BOARDS PER N.F.P.A. 70. 13. INDICATE PIPE TYPE, SCHEDULE OF WALL 43. ALL SPRINKLERS SHALL MEET WITH NFPA #13 THICKNESS AND METHOD OF JOINING ON SHOP TEMPERATURE RATINGS FOR FIRE SPRINKLERS (i.e. DRAWING. SPRINKLERS LOCATED IN A HIGH TEMPERATURE ZONE SHALL HAVE HIGH -TEMPERATURE 14. PROVIDE STOCK OF EXTRA SPRINKLERS IN CLASSIFICATION SPRINKLERS AND SPRINKLERS ACCORDANCE WITH N.F.P.A.-13. LOCATED IN AN INTERMEDIATE ZONE SHALL HAVE INTERMEDIATE TEMPERATURE CLASSIFICATION 15, PROVIDE DETAIL AND INDICATE TYPE OF HANGER TO SPRINKLERS). BE INSTALLED FOR SPRINKLER PIPING. METHODS OF HANGING PIPES, HEADERS AND BRANCHES 44. FIRE PROTECTION CONTRACTOR SHALL PROVIDE SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. ANY/ALL 1-INCH SPRIG -UPS FOR UPRIGHT HANGERS SHALL NOT INTERFERE WITH ANY OTHER SPRINKLERS TO ACHIEVE NFPA REQUIRED TRADE. POWDER DRIVEN STUDS SHALL NOT BE DEFLECTOR DISTANCE(S) FROM ANY/ALL USED. STRUCTURAL MEMBERS. COSTS FOR UPRIGHT SPRINKLERS SPRIG -UPS SHALL BE INCLUDED IN 16. ALL GROOVED & SCREWED FITTING SHALL BE THIS BID WHETHER OR NOT SAID SPRIG -UPS ARE APPROVED PRIOR TO ANY INSTALLATION BY GRAPHICALLY SHOWN IN THE BID DOCUMENTS. ENGINEER WHO RESERVES THE RIGHT TO DISAPPROVE ANY FITTING. 45. ALL EXISTING FIRE SPRINKLERS WITHIN THE SMOKE COMPARTMENT WHICH ARE PART OF THE PROJECT 17. ALL SCREWED PIPING SHALL BE SCHEDULE 40 PIPE SCOPE SHALL BE REPLACED WITH QUICK RESPONSE IN ACCORDANCE WITH SPECIFICATIONS ASTM SPRINKLERS. THE NEW OR REPLACEMENT QUICK A1351A795 AND SHALL BE JOINED BY SCREWED RESPONSE SPRINKLERS SHALL MATCH THE EXISTING JOINTS IN ACCORDANCE WITH SPECIFICATION ANSI COLORS AND STYLE. B2.1. 46. FIRE SPRINKLER CONTRACTOR SHALL SUBMIT DETAILED 18. ALL GROOVED PIPING 2-1/2" OR LARGER SHALL BE SIGNED AND SEALED SPRINKLER SHOP DRAWINGS FOR SCHEDULE 10 ASTM Al35. SEPARATE PLAN CHECK AND APPROVAL. 19. ALL SPRINKLER PIPING & FITTINGS SHALL BE 47. LABEL ALL PIPING ASSOCIATED WITH THE FIRE INSTALLED RUST -FREE. PROTECTION SYSTEM (EXCEPT SPRINKLER BRANCH LINES) TO INDICATED PIPE USE AND DIRECTION OF FLOW 20. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF (SEE EXAMPLES). LABELS SHOULD APPEAR AT 10'-0" GLASS BULB ELEMENTS TO BE IN ACCORDANCE INTERVALS ALONG PIPING, AND SHOULD BE PLACED SO WITH N.F.P.A. 13. ALL SPRINKLERS SHALL HAVE THEY ARE EASILY VIEWED FROM ANY ACCESS PANELS. CORROSIVE -RESISTANT COATING. LABELS SHALL BE RED WITH WHITE LETTERING, AND SHALL BE SIZED APPROPRIATELY FOR THE PIPE ON 21. ALL VALVES FOR FIRE SERVICE SHALL BE LISTED WHICH THEY APPEAR. A SAMPLE ALONG WITH BY THE UNDERWRITER'S LABORATORIES, INC. AND MANUFACTURER'S SUBMITTAL DATA SHALL BE THE FACTORY MUTUAL LABORATORIES. VALVES SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL SHALL BE FACTORY MARKED "UL" AND "FM", 175 PRIOR TO ANY INSTALLATION. WORKING PRESSURE, AND 300 WORKING PRESSURE WHERE APPLICABLE. 49. ALL SPRINKLERS IN AREAS WITH CEILINGS, SHALL BE CONCEALED TYPE, UNLESS OTHERWISE NOTED. FINAL 22. ALL VALVES ON THE FIRE PROTECTION SYSTEM TO COLOR TO BE OBTAINED FROM ARCHITECT IN WRITING. BE ELECTRICALLY SUPERVISED. TYPE AND EXACT LOCATION OF FLOW AND SUPERVISORY SWITCHES 50. ALL SPRINKLER ZONES SHALL MATCH FIRE SHALL BE ACCOMPLISHED/COORDINATED BETWEEN ALARM / SMOKE ZONES PRECISELY. FIRE SPRINKLER THE DIFFERENT RESPONSIBLE TRADES. ADDITIONAL CONTRACTOR SHALL OBTAIN AND COMPARE WITH THE WIRING OR ADDITIONAL SWITCHES REQUIRED SHALL LATEST PLANS/DOCUMENTS TO VERIFY FIRE SPRINKLER BE PROVIDED. AND FIRE ALARM/SMOKE ZONES ARE COORDINATED. 23. BE ADVISED THAT PIPING SHOWN IS ARRANGED TO 51. FIRE SPRINKLER TEMPERATURE RATING AND PLACEMENT ALLOW FOR FIRE ALARM ZONING. FIRE PROTECTION NEAR HEAT SOURCES SHALL COMPLY WITH NFPA 13 PIPING ARRANGEMENT SHALL REFLECT AND ALLOW TABLE 8.3.2.5 (a) SAME ZONING AS SHOWN. 24. CAUTION: FINAL SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER THROUGH ARCHITECT. NO INSTALLATION SHALL BE PERMITTED UNTIL SPRINKLER SHOP DRAWINGS HAVE BEEN APPROVED. 25. SPRINKLERS SHALL COVER THE ENTIRE AREA OF ALL STRUCTURAL MEMBERS. SPRAY SHALL NOT BE BLOCKED BY WALLS, PARTITIONS OR STRUCTURAL COMPONENTS. 26. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS, OTHER ENGINEERING PLANS, THE ARCHITECTURAL PLANS AND/OR FIELD CONDITIONS PRIOR TO FINAL BID PRICE OR FINAL PERMITTING. 27. FIRE SPRINKLER TEMPERATURE RATING AND PLACEMENT NEAR HEAT SOURCES SHALL COMPLY WITH NFPA 13 TABLE 8.3.2.5 (a) 28. IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF DRAWINGS OR SPECIFICATIONS, OBTAIN ARCHITECT/ENGINEER'S WRITTEN DECISION BEFORE PROCEEDING WITH BID INVOLVED. 29. BEFORE SUBMITTING PROPOSAL OR BID, EXAMINE ALL DRAWINGS AND SPECIFICATIONS RELATING TO THIS PROJECT, THE AMOUNT OF SPACE AVAILABLE FOR PIPING, EQUIPMENT AND CONNECTING SERVICES, THE SITE OF THE WORK, THE REQUIREMENTS TO CORRELATE THE FIRE PROTECTION WORK WITH THAT OF OTHER TRADES AND THE TIME SCHEDULE NECESSARY TO PERFORM THAT WORK. 30. AFTER EXAMINATION OF ALL PLANS AND SPECIFICATIONS, INCLUDE ALL THE COSTS NECESSARY FOR ALTERATION, MODIFICATIONS AND/OR ADDITIONS TO THE FIRE PROTECTION SYSTEM(S) NECESSARY TO MAKE A COMPLETE, APPROVED AND FINISHED INSTALLATION IN ALL ASPECTS. IT IS THE INTENT THAT ALL COSTS REQUIRED BE INCLUDED IN THE BID OF THIS TRADE. FIRE PROTECTION ABBREVIATIONS AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE AMD AIR MAINTENANCE DEVICE GRV'D GROOVED BFV BACK FLOW VALVE HLL HIGH/LOW PRESSURE BFF BELOW FINISHED FLOOR NIC NOT IN CONTRACT CONT. CONTINUATION NTS NOT TO SCALE DN DOWN OS&Y OUTSIDE STEM & YOKE DWG. DRAWING PSI POUNDS I SQUARE INCH DPAC DRY PIPE AIR COMPRESSOR PAAC PRE ACTION AIR COMPRESSOR ELEC ELECTRIC PRV PRESSURE REDUCING VALVE EX. EXISTING PS PRESSURE SWITCH FDC FIRE DEPARTMENT CONNECTION STP STANDPIPE FE FIRE EXTINGUISHER TS TAMPER SWITCH FVC FIRE VALVE CABINET LINO UNLESS NOTED OTHERWISE FS FLOW SWITCH VRC VICTAULIC REDUCING COUPLING TAGS AND CALL OUT SYMBOLS DPAC DRY -PIPE SYSTEM AIR COMPRESSOR A REVISION CALLOUT QUANTITY 10 KEYNOTE CALLOUT PAAC PRE -ACTION SYSTEM AIR COMPRESSOR QUANTITY POINT OF CONNECTION )()( SECTION CALLOUT e POINT OF DEMARCATION 1 SECTION DESIGNATION SHEET NUMBER XX HYDRAULIC REFERENCE POINT FP3.1 FS FLOW SWITCH EQUIPMENT TAG A DETAIL CALLOUT DETAIL DESIGNATION QUANTITY FP3.1 SHEET NUMBER TS TAMPER SWITCH EQUIPMENT TAG QUANTITY PS PRESSURE SWITCH EQUIPMENT TAG XX QUANTITY ns FULLY SPRINKLERED SPACE HLL HIGH/LOW PRESSURE CONNECTION EQUIPMENT TAG ns PARTIALLY SPRINKLERED SPACE XX QUANTITY ® "s NON SPRINKLERED SPACE HEAT DETECTOR �S P PHOTOELECTRIC DETECTOR IONIZATION DETECTOR FIRE PROTECTION SPRINKLER LEGEND n O 1/2" BRASS QUICK RESPONSE CONCEALED PENDENT SPRINKLER 165°F - "K" FACTOR 5.6 - VIKING MODEL MIRAGE WITH COVER PLATE 135-F (SIN VK462). FINAL COLOR TO BE OBTAINED FROM ARCHITECT IN WRITING. PROVIDE ADDITIONAL 15% SUPPLY OF COVER PLATES. 1/2" WHITE/BRASS QUICK RESPONSE UPRIGHT SPRINKLER 155°F - "K" FACTOR 5.6 - VIKING 0 MICROFAST MODEL "M" (SIN VK300). EXISTING SPRINKLER TO BE REPLACED WITH 1" ARM OVER TO NEW 1/2" WHITE QUICK RESPONSE 1 CONCEALED PENDENT SPRINKLER 1657 - "K" FACTOR 5.6 - VIKING MODEL MIRAGE WITH WHITE COVER PLATE 135-F (SIN VK462). FIRE PROTECTION PIPING AND SYMBOL LEGEND 0 NEW PIPING GROOVED FITTING AND/OR COUPLING 0 EXISTING PIPING F.C. FLUSHING CONNECTION 0 UNDERGROUND PIPING NEW OS&Y GATE VALVE PIPE CAPPED WITH TAMPER SWITCH q �--0- NEW FLOW SWITCH PIPE PLUGGED NEW PRESSURE GAUGE DIELECTRIC UNION NEW BUTTERFLY VALVE DRY -PIPE VALVE ASSEMBLY -��'. NEW FLOOR CONTROL ASSEMBLY WITH EXISTING OS&Y GATE BUTTERFLY VALVE, FLOW SWITCH, VALVE WITH TAMPER SWITCH PRESSURE GAUGE, AND INSPECTORS TEST/DRAIN PIPING OUTLET �-� EXISTING FLOW SWITCH NEW CHECK VALVE EXISTING PRESSURE GAUGE NEW STANDPIPE EXISTING BUTTERFLY VALVE NEW HOSE REEL CABINET BUTTERFLY VALVE IN THE VERTICAL RISE Z--� INSPECTOR'S TEST/DRAIN - VICTAULIC TESTMASTER II #720 AND SPLASH BLOCK FG�93 OS&Y IN THE VERTICAL RISE DOUBLE CHECK BACKFLOW PREVENTER EXISTING CHECK VALVE FREE STANDING FIRE DEPARTMENT CONNECTION E==B EXISTING STANDPIPE SAP SPRINKLER ALARM PANEL NEW FIRE VALVE CABINET R ALARM BELL AUXILIARY DRAIN WITH 1" GLOBE O VALVE AND I'V/4" HOSE ADAPTER FIRE HYDRANT WALL MOUNTED FIRE DEPARTMENT CONNECTION AIR SAMPLING CONTROL ASFP DETECTOR PANEL DESIGN DENSITY HAZARD CATEGORY SPRINKLER HEAD SPACING HOSE ALLOWANCE SPRINKLER DESIGN DEMAND (gpm/ft2)/ft2 WET DRY LIGHT HAZARD 225 100 0.10/1500 0,10/1950 ORDINARY HAZARD GROUP 1 130 250 0.15/1500 0.15/1950 © ORDINARY HAZARD GROUP 2 130 250 0.20/1500 0.20/1950 �D EXTRA HAZARD GROUP 1 100 500 0.30/2500 0.30/3250 0 ROOM TO BE PROTECTED BY CLEAN AGENT FIRE SUPPRESSION SYSTEM. exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA fig www.exp.com �s�i Project #: 21011327 ex Cart of Auth: 29701 0 509.w �*S� J is a ftf d 1111111���� TIMOTHY P. PENNOCK - PE-54516 AdventHealth Zephyrhilis GENERATOR ADDITION u n to n OLI' A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS FIRE PROTECTION LEGEND PROJ. NO. H-15027.00 SHEET DRAWN CMZ Fml 00 1 ■ 2 ■ 3 ■ 4 ■ 8 ■ 6 ■ 7 ■ ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ 1�1 ■ L ■ K ■ J ■ H ■ ■ F ■ E ■ D ■ ■ r.. A cry 2 FIRE PROTECTION FIRST FLOOR - AREA 1 1/8" = V-0" HYDRAULICALLY CALCULATED PIPE CHART FOR EXISTING SYSTEM BRANCH LINES (STEEL) PIPE SIZE NUMBER OF SPRINKLERS 1 INCH 1 1 1/4 INCH 2 TO 3 1 1/2 INCH 4 TO 7 2 INCH 8 TO 12 NOTE: ALL NEW SPRINKLER BRANCH LINE SIZES SHALL MATCH EXISTING BRANCH LINE SIZES. DESIGN DENSITY HAZARD CATEGORY SPRINKLER HEAD SPACING HOSE ALLOWANCE SPRINKLER DESIGN DEMAND (gpm/ft2)/ft2 WET DRY ❑A LIGHT HAZARD 225 100 0.10/1500 0.10/1950 © ORDINARY HAZARD GROUP 1 130 250 0.15/1500 0.15/1950 © ORDINARY HAZARD GROUP 2 130 250 0.20/1500 0.20/1950 EXTRA HAZARD GROUP 1 100 500 0.30/2500 0.30/3250 0 ROOM TO BE PROTECTED BY CLEAN AGENT FIRE SUPPRESSION SYSTEM. GENERAL NOTES: 1 THE DESIGN OF THE FIRE PROTECTION/SUPPRESSION SYSTEM IS SCHEMATIC ONLY. CONTRACTOR AND MANUFACTURER SHALL BE RESPONSIBLE FOR ACTUAL DESIGN AND PERFORMANCE PER THE APPLICABLE SPECIFICATIONS AND CODES. 2 ALL EXISTING FIRE PROTECTION COMPONENTS SHOWN ON THIS PLAN ARE TAKEN FROM AS BUILT DRAWINGS PROVIDED BY THE OWNER AND HAVE BENNE GENERALLY VERIFIED. CONTRACTOR TO VERIFY ALL AREAS OF DEMOLITON PRIOR TO BID. KEY NOTES 231 EX. 3" SPRINKLER CROSS MAIN. 232 EX. 4" SPRINKLER RISER AND DRAIN, 233 EX. 3" SPRINKLER CONTROL VALVE ASSEMBLY. 234 EX. 4" SPRINKLER MAIN UP TO LEVEL 2. 235 EX. 3" SPRINKLER MAIN SERVING ADJACENT STRUCTURE. 236 EX. FIRE DEPT. CONNECTION. 240 NEW. 3" SPRINKLER CROSS MAIN. 241 CONNECT NEW 1'/2' SPRINKLER BRANCH LINE TO EX.1%" SPRINKLER BRANCH LINE. 242 CONNECT NEW 1" SPRINKLER BRANCH LINE TO EX. 1" SPRINKLER BRANCH LINE 243 CONNECT NEW 1'/2" SPRINKLER BRANCH LINE TO EX. 3" SPRINKLER CROSS MAIN. 244 CONNECT NEW 3" SPRINKLER CROSS MAIN TO EX. 3" SPRINKLER CROSS MAIN. 245 CONNECT NEW 1'/<" SPRINKLER BRANCH LINE TO EX.1'/<" SPRINKLER BRANCH LINE. 246 CONNECT NEW 2" SPRINKLER BRANCH LINE TO EX. 3" SPRINKLER CROSS MAIN. 247 SPRINKLER CONTRACTOR TO PROVIDE DRIP TRAY UNDER ALL SPRINKLER PIPING OVER ELEC. EQUIPMENT. ..... Y- .... .... .. .. ... .. ... _ . _ .. ..... .. . .... .. .._ .... I Jw 1 FIRE PROTECTION FIRST FLOOR -AREA 1 DEMO 118" =1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA i� www.exp.com •��a Project* 21011327 exp. Cert of Auth: 29701 Hunton N&I'm A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS FIRE PROTECTION FIRST FLOOR PLAN - AREA 1 PROJ. NO. H-15027.00 SHEET DRAWN CMZ Fml 02 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 16 ■ €6 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ ■ . H ■ G ■ F E ■ • D ■ N B ■ A ELECTRIC WATER HEATERS UNIT CAPACITY ELECTRICAL DATA DIMENSIONS UNIT NUMBER MANUFACTURER & MODEL NUMBER SERVICE LOCATION TYPE ASME RATED MAXIMUM PRESSURE SYSTEM OUTLET TEMP OPERATING WEIGHT NOTES STORAGE RECOVERY DEGREE NUMBER KW SIMULTANEOUS I POWER EMERGENCY LENGTH WIDTH HEIGHT (PSI) (GAL) (GPH) RISE of ( ) OF PER NONSIMULTANEOUS (KW) V PH HZ POWER (INCH) ) (INCH) (INCH) LB ( ) ( F) ELEMENTS ELEMENT EWH 1 AO SMITH - DEL-20 HOT WATER MAINTENANCE TANK TYPE - LIGHT NO 150 20 34 54 120 1 4.5 NON -SIMULTANEOUS 4.5 208 1 60 NO - 22 23 235 COMMERCIAL GENERAL NOTES: A. PIPE TEMPERATURE AND PRESSURE RELIEF VALVE TO SERVICE SINK PLUMBING FIXTURES TAG FIXTURE DESCRIPTION MANUFACTURER & MODEL PART DESCRIPTION NUMBER S-1 SERVICE SINK BOWL -AMERICAN STANDARD - LAKEWELL SERVICE SINK BOWL-18"x15"x10" ENAMELED CAST IRON BOWL W/ DRILLED BACK FOR FAUCET FAUCET - CHICAGO - 897-CCP FAUCET - FAUCET MOUNTED ABOVE FIXTURE WITH INTERNAL CHECK STOPS, VACUUM BREAKER, HOSE THREAD OUTLET & BUCKET HOOK. BACK FLOW - BRADLEY S45-2310 BACK FLOW - ASSE 1012 BACKFLOW PREVENTER GENERAL NOTES: A. ALL PLUMBING FIXTURES SHALL MEET LOCAL CODE REQUIREMENTS FOR WATER CONSUMPTION AND ACCESSIBILITY. EXPANSION TANKS DIMENSIONS MANUFACTURER & TANK ACCEPTANCE REPLACEABLE PRESSURE ASME OPERATING UNIT NUMBER MODEL NUMBER SERVICE LOCATION VOLUME VOLUME BLATTER RATING RATED DIAMETER HEIGHT WEIGHT NOTES (GAL) (GAL) (PSI) (INCH) (INCH) (LBS) ET 1 AMTROL - ST-5C-DD HOT WATER MAINTENANCE 2 0.9 NO 150 NO 8 14 10 GENERAL NOTES: A. SET THE TANK PRESSURE TO EQUAL THE SYSTEM OPERATING PRESSURE. TANK MUST BE DRAINED BEFORE ADJUSTING SET PRESSURE, w I FLOOR SINKS AND FLOOR/ROOF/AREA DRAINS GRATE/DOME SIZE OPEN FREE TAG MANUFACTURER & DESCRIPTION BODY MATERIAL OUTLET ACCESSORIES NOTES MODEL NUMBER AREA MATERIAL SHAPE LOCATION (INCH) (SQ.IN.) RD-1 ZURN - ZC100-DP-DR PRIMARY ROOF DRAIN DURA COATED CAST IRON 15" DIA. 103 SQ. IN. CAST IRON CIRCLE BOTTOM DECK PLATE & DRAIN RISER GENERAL NOTES: A. BEFORE SETTING DRAINS, OBTAIN EXACT INFORMATION RELATIVE TO FINISH FLOOR LEVEL AT TOP OF DRAINS AND TYPE OF ROOF CONSTRUCTION FOR ROOF DRAIN... B. ALL FLOOR DRAINS SHALL HAVE A FINISH THAT IS FLUSH WITH THE FINISHED FLOOR. C. DRAIN OUTLET SIZES ARE INDICATED ON THE DRAWINGS. VACUUM RELIEF VALVE (TYP.) I THERMOMETERion --� 5 1 CW HOSE BIBB 1"HW of 3/4" CW-- THERMAL EXPANSION TANK ET 1 I UNION (TYP) TEMP. & PRESSURE RELIEF PROVIDE GALVANIZED STEEL WATER VALVE HEATER RESTRAINT AND SECURE TO WALL PER MANUFACTURERS ❑ RECOMMENDATIONS. PIPE RELIEF VALVE DISCHARGE TO SERVICE SINK SUPPORT BRACE ELEMENT ACCESS PANEL PIPE 1" PAN DRAIN TO SERVICE SINK -EW y TANK DRAIN VALVE WALL PLATFORM ATTACH TO WALL PER FLOOR MANUFACTURERS RECOMMENDATIONS NOTE: 1. WATER HEATER IS LOCATED ON WALL SHELF WITH PAN EQUAL TO HOLDRITE WALL -HUNG PLATFORM. ELECTRIC WATER HEATER - WALL HUNG NTS PLUMBING ABBREVIATIONS A/C ABOVE CEILING HVAC HEATING, VENTILATION, & AIR CONDITIONING ACFM ACTUAL CUBIC FEET PER MINUTE IE INVERT ELEVATION ADA AMERICANS WITH DISABILITIES ACT ID INSIDE DIAMETER AFF ABOVE FINISHED FLOOR INV INVERT AFG ABOVE FINISHED GRADE IN. HG INCHES MERCURY ANSI AMERICAN NATIONAL STANDARD INSTITUTE IN. W.C. INCHES WATER COLUMN AP ACCESS PANEL IVTR INDUSTRIAL VENT THROUGH ROOF ARCH ARCHITECT OR ARCHITECTURAL KW KILOWATT ASTM AMERICAN SOCIETY OF TESTING MATERIALS LB POUND BFF BELOW FINISHED FLOOR LWVTR LABORATORY WASTE VENT THROUGH ROOF BFV BUTTERFLY VALVE MAX MAXIMUM BHP BRAKE HORSEPOWER MBH THOUSAND BTU PER HOUR B/F BELOW FLOOR MECH MECHANICAL B/G BELOW GRADE MFR MANUFACTURER B/S BELOW SLAB MIN MINIMUM BTU BRITISH THERMAL UNITS NC NORMALLY CLOSED BTUH BRITISH THERMAL UNITS PER HOUR NIC NOT IN CONTRACT BV BALL VALVE NO NORMALLY OPEN °C DEGREES CELSIUS NPSH NET POSITIVE SUCTION HEAD CFH CUBIC FEET PER HOUR NTS NOT TO SCALE CFM CUBIC FEET PER MINUTE OD OUTSIDE DIAMETER CONN CONNECT OR CONNECTION OFCI OWNER FURNISHED CONTRACTOR INSTALLED CONT CONTINUATION PLBG PLUMBING CONTR CONTRACTOR PSI POUNDS PER SQUARE INCH DEG DEGREE POC POINT OF CONNECTION DFU DRAINAGE FIXTURE UNITS PRV PRESSURE REDUCING VALVE DN DOWN PV PRESSURE RELIEF VALVE DWG DRAWING PVC POLYVINYL CHLORIDE ECO EXTERIOR CLEAN OUT QTY QUANTITY EFF EFFICIENCY RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER ELEC ELECTRICAL RM ROOM ELEV ELEVATION RPM REVOLUTIONS PER MINUTE EQUIP EQUIPMENT SCFM STANDARD CUBIC FEET PER MINUTE OF DEGREES FAHRENHEIT SF SQUARE FEET FCO FLOOR CLEAN OUT SHT SHEET FFE FINISH FLOOR ELEVATION SOV SHUT OFF VALVE FLR FLOOR SPEC SPECIFICATION FT FEET SS STAINLESS STEEL FU FIXTURE UNITS TEMP TEMPERATURE GAL GALLONS TYP TYPICAL GALV GALVANIZED T&P TEMPERATURE AND PRESSURE RELIEF VALVE GLV GLOBE VALVE LINO UNLESS NOTED OTHERWISE GPF GALLONS PER FLUSH UV ULTRA VIOLET GPH GALLONS PER HOUR VFD VARIABLE FREQUENCY DRIVE GPM GALLONS PER MINUTE VTR VENT THROUGH ROOF GV GATE VALVE V/PH/HZ VOLTS/PHASE/HERTZ HD HEAD W/ WITH HP HORSEPOWER WCO WALL CLEAN OUT HR HOUR WHA WATER HAMMER ARRESTOR TAGS AND CALL OUT SYMBOLS EQUIP EQUIPMENT REQUIRING ELECTRICAL A REVISION CALLOUT # SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. XO KEYNOTE CALLOUT EQUIP EQUIPMENT NOT REQUIRING ELECTRICAL POINT OF CONNECTION B SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. e POINT OF DEMARCATION SECTION CALLOUT HEAT TRACE CIRCUIT START AND END X SECTION DESIGNATION HEAT TRACE CIRCUIT NUMBER )OO( SHEET NUMBER DETAIL CALLOUT A DETAIL DESIGNATION P3.1 SHEET NUMBER PLUMBING HEALTHCARE PIPING LEGEND -0O2- CARBON DIOXIDE - MV -- --- MEDICAL VACUUM IA INSTRUMENT AIR N2 NITROGEN LN2 LIQUID NITROGEN N20 --- NITROUS OXIDE L02— LIQUID OXYGEN 02 OXYGEN ----�------MA MEDICAL AIR �-----WAGD�-----�-- WASTE ANESTHETIC GAS DISPOSAL PLUMBING SYMBOL LEGEND C PIPING TURN DOWN OR DROP +� WALL HYDRANT 0— PIPING TURN UP OR RISE �— UNION - PIPING TEE DOWN OR DROP PETE'S PLUG Fs 0— PIPING TEE UP OR RISE FLOW SWITCH Ps OC P-TRAP PRESSURE SWITCH --— GATE VALVE AUTOMATIC AIR VENT CHECK VALVE EXPANSION JOINT O i BALL VALVE �- PUMP If MIXING VALVE �- METER xi BUTTERFLY VALVE PRESSURE GAUGE WITH GAUGE COCK AO-AC GLOBE VALVE VALVE ON PIPING RISE OR DROP PRESSURE REDUCING VALVE � AQUASTAT —� �- PLUG VALVE TRAP PRIMER -{�]-- BACKFLOW PREVENTER THERMOMETER -- BALANCING VALVE WATER HAMMER ARRESTOR TEMP. & PRESSURE RELIEF VALVE PRESSURE RELIEF VALVE VACUUM RELIEF VALVE MOTORIZED SHUT-OFF VALVE DIRECTION OF FLOW SLOPE & DIRECTION OF FALL OR INCREASER DIAMETER is J, i Cl--REDUCER 0 -- SOLENOID VALVE @ DRAIN RECEPTOR STRAINER I� �I FLOOR DRAIN FLOOR CLEAN OUT III AREA DRAIN WALL CLEAN OUT FLOOR SINK Q� EXTERIOR CLEAN OUT O ROOF DRAIN CAPPED PIPE / CLEAN OUT O SECONDARY ROOF DRAIN CONTINUATION (E) EXISTING FLEXIBLE CONNECTION (PIPE) �- HOSE BIBB PLUMBING PIPING LEGEND _ _w___CWW______, CLEAR WATER WASTE ABOVE FLOOR OR - -- - - - INDUSTRIAL WASTE BELOW FLOOR OR GROUND — IW — _ GROUND CWW® �� CLEAR WATER WASTE BELOW FLOOR OR —KW KITCHEN WASTE ABOVE FLOOR/GROUND GROUND -- CWV -- CLEAR WATER WASTE VENT - KW — - KITCHEN WASTE BELOW FLOOR/GROUND CW COLD WATER -- LPG LIQUID PETROLEUM GAS —CWHP— COLD WATER HIGH PRESSURE G NATURAL GAS COMBINED STORM DRAIN ABOVE FLOOR HG NATURAL GAS - HIGH PRESSURE OR GROUND MG NATURAL GAS - MEDIUM PRESSURE COMBINED STORM DRAIN BELOW FLOOR - --. CSD - OR GROUND -�--•PD�------ PUMP DISHARGE CA COMPRESSED AIR RW RECLAIMED WATER ------�---- CAI ---- ----� COMPRESSED AIR INTAKE RO REVERSE OSMOSIS WATER DI�-° DEIONIZED WATER SUPPLY - — — — - - —ROR— - REVERSE OSMOSIS WATER RETURN DIR DEIONIZED WATER RETURN S SANITARY SEWER ABOVE FLOOR/GROUND - ---FOR--- - FUEL OIL RETURN - -- -g- — - SANITARY SEWER BELOW FLOOR/GROUND FO--- FUEL OIL SUPPLY — --V-- ---�- SANITARY SEWER VENT GW GRAY WATER ABOVE FLOOR OR GROUND SSD SECONDARY STORM DRAIN ABOVE FLOOR OR GROUND -- �W-- - GRAY WATER BELOW FLOOR OR GROUND - SECONDARY STORM DRAIN BELOW - —SSD— -- FLOOR OR GROUND HW HOT WATER ---SCW-- SOFT COLD WATER —HW140— HOT WATER (140°F) �--SHW-- SOFT HOT WATER —HWR140--�- HOT WATER RETURN (140°F) 'SHWR- -- SOFT HOT WATER RETURN SD STORM DRAIN ABOVE FLOOR/GROUND —HW160— HOT WATER (160°F) - — SD — - STORM DRAIN BELOW FLOOR/GROUND -��HWR160-- HOT WATER RETURN (1607) - -----SUB---- �- SUBSURFACE STORM DRAIN --�HWR-- HOT WATER RETURN ----- .TP--_-.....-�. TRAP PRIMER -~~�~~~~~ICW~�-~- INDUSTRIAL NONPOTABLE COLD WATER ~~~~-TW----- - TEMPERED WATER IHW----- INDUSTRIAL NONPOTABLE HOT WATER m TWR-- TEMPERED WATER RETURN ---�----IHWR---- INDUSTRIAL NONPOTABLE HOT WATER RETURN VAC VACUUM INDUSTRIAL NONPOTABLE SOFT COLD WATER INDUSTRIAL NONPOTABLE SOFT HOT --,-VEX--,----- VACUUM EXHAUST --�W--�ISHW--� WATER ----ISHWR-- INDUSTRIAL NONPOTABLE SOFT HOT �----WO----- WASTE OIL WATER RETURN _ WOV WASTE OIL VENT -IV- INDUSTRIAL VENT INDUSTRIAL WASTE ABOVE FLOOR OR 'T DEMOLITION PIPING --~-�-IW----- GROUND DEMOLITION EQUIPMENT expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA dIi tip www.exp.com • �a ; • Project #: 21011327 exp, Cert of Auth: 29701 SEAL Hunton i A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS PLUMBING LEGEND PROJ. NO. H-15027.00 SHEET DRAWN Author PMOO 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 0 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 16 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 M R ■ P ■ 0 ■ I ■ M ■ L ■ €1 ■ ■ h H ■ G ■ F" ■ E ■ • D ■ C ■ B ■ A .......... a .:: _� I.� t3 ursr 4"SD(89GPM) t l, CONNECT TO EXISTI G S —3 SD l UNDERGROUND STO DRAIN. PROVIDE 2HR FIRE RATING IF i GENERATOR ............. --- ..... ... .. .................................. m....-.,..— 1 .. ..- ..... ,,.. .... .. ..... .. .. .............. ........ ..... 6a .� . ... 2 PLUMBING FIRST FLOOR -AREA 1 1 /8" =1'-0" I PLUMBING FIRST FLOOR -AREA 1 DEMO GENERAL NOTES: KEY NOTES 1 EXISTING PIPING CONDITIONS ARE FROM FIELD SURVEY. ACTUAL CONDITIONS 101 PIPING LOCATED UNDERGROUND MAY VARY FROM WHAT IS SHOWN. CONTRACTOR TO FIELD VERIFY EXACT PIPE 102 PIPING LOCATED IN CEILING ROUTING AND CONNECTION POINTS. IF CONDITIONS VARY FROM WHAT IS SHOWN 103 EXISTING PIPING SERVING FIXTURES ABOVE IS TO REMAIN AS IS PLEASE INFORM FOR FOR ANY NECESSARY ADJUSTMENTS TO THE PLANS. PLUMBING FIRST FLOOR PLAN - AREA 1 PROJ. NO. H-15027.00 SHEET DRAWN Author P=1 02 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 0 8 ■ 9 ■ 10 0 11 0 12 0 13 0 14 ■ 15 0 16 ■ 17 0 18 0 19 ■ 20 J .......... exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660-1655 2601 Westhall Lane Maitland, FL 32751 USA 449 0?0 www.exp.com ft e Project* 21011327 ex Cert of Auth: 29701• P SEAL Hunton A R C H I T E C T ........ . ... - DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS .. ............. .......... - .... ...... ............................ .................... ....... ......... ..... .......... - ...... .......... ........... ...... .... ......... ........................ ... ..................................... ........... ..... ....... ... . .... ... .. .......... ...... ................... ....... .... ......... ............ ... ............ ....... ..... JJ 1 PLUMBING ROOF PLAN -AREA 1 1/8"= V-0" PLUMBING ROOF PLAN - AREA I PROJ. NO. H-15027.00 SHEET DRAWN Author P-1411 1 ■ 2 4■ 5 ■ 6 0 7 10 ■ 11 ■ U ■ 13 ■ 14 ■ 15 0 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Hunton8rady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91 515 ■ 2 ■ 3 ■ 4 ■ 5■ ■ 7 ■ 8 ■ 9■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 20 I ■ P ■ C ■ N ■ I� ■ L ■ ■ J ■ 4 I ■ G F ■ E ■ D ■ ■ B ■ A PIPING SYSTEM ABBREVIATIONS AAV AUTOMATIC AIR VENT WPD WATER PRESSURE DROP CO CLEAN OUT PT (PETE'S PLUG) TEST WELL CV FLOW COEFFICIENT OR CONTROL VALVE NPSH NET POSITIVE SUCTION HEAD DX DIRECT EXPANSION NPSHA NET POSITIVE SUCTION HEAD AVAILABLE EWT ENTERING WATER TEMPERATURE NPSHR NET POSITIVE SUCTION HEAD REQUIRED FC FLEXIBLE CONNECTION OS&Y OUTSIDE STEM AND YOKE FCV FLOW CONTROL VALVE PG PRESSURE GAUGE FM FLOW METER PRV PRESSURE REDUCING VALVE HD HEAD TDH TOTAL DYNAMIC HEAD LWT LEAVING WATER TEMPERATURE MAV MANUAL AIR VENT CONTROL DIAGRAM ABBREVIATIONS Al ANALOG INPUT CONTROL POINT EMS ENERGY MANAGEMENT SYSTEM AO ANALOG OUTPUT CONTROL POINT FC FAIL CLOSED ON LOSS OF POWER BAS BUILDING AUTOMATION CONTROL SYSTEM FO FAIL OPEN ON LOSS OF POWER BI BINARY INPUT CONTROL POINT NC NORMALLY CLOSED WHEN OPERATING BO BINARY OUTPUT CONTROL POINT NO NORMALLY OPEN WHEN OPERATING VFD VARIABLE FREQUENCY DRIVE AIR SIDE SYSTEM ABBREVIATIONS AC AIR CONDITIONING LAT COIL LEAVING AIR TEMPERATURE AF AIR FOIL MA MIXED AIR APD AIR PRESSURE DROP MAT MIXED AIR TEMPERATURE AT AIR TERMINAL MAU MAKE UP AIR BI BACKWARD INCLINE OA OUTSIDE AIR BDD BACKDRAFT DAMPER OAI OUTSIDE AIR INTAKE CD CEILING DIFFUSER (SUPPLY) OBD OPPOSED BLADE DAMPER CFM CUBIC FEET PER MINUTE OED OPEN END DUCT CV CONSTANT VOLUME RA RETURN AIR UC UNDERCUT DOOR RAT RETURN AIR TEMPERATURE DWDI DOUBLE WIDTH DOUBLE INLET RG RETURN AIR GRILLE OR REGISTER DWSI DOUBLE WIDTH SINGLE INLET SA SUPPLY AIR EA EXHAUST AIR SAT SUPPLY AIR TEMPERATURE FROM UNIT EAT COIL ENTERING AIR OR EXHAUST AIR TEMP. SP STATIC PRESSURE EG EXHAUST AIR GRILLE SS STAINLESS STEEL ER EXHAUST AIR REGISTER SWDI SINGLE WIDTH DOUBLE INLET ESP EXTERNAL STATIC PRESSURE SWSI SINGLE WIDTH SINGLE INLET F&B FACE AND BYPASS TG TRANSFER AIR GRILLE FC FOWARD CURVE OR FLEXIBLE CONNECTION TSP TOTAL STATIC PRESSURE FA FREE AREA VAV VARIABLE AIR VOLUME FPI FINS PER INCH WMS WIRE MESH SCREEN HEPA HIGH EFFICIENCY PARTICULATE AIR FILTER FUEL OIL SYSTEM ABBREVIATIONS FF FUEL FILTER FOS FUEL OIL SUPPLY (DISCHARGE) FOG FUEL OIL GUAGE FOT FUEL OIL TANK FOP FUEL OIL PUMP FOV FUEL OIL VENT FOR FUEL OIL RETURN (SUCTION) GENERAL ABBREVIATIONS OF DEGREES FAHRENHEIT MCC MOTOR CONTROL CENTER °C DEGREES CELSIUS MECH MECHANICAL 0 DIAMETER MFR MANUFACTURER AD ACCESS DOOR MIN MINIMUM ADJ ADJUSTABLE MOCP MAXIMUM OVERCURRENT PROTECTION AFF ABOVE FINISHED FLOOR MTD MOUNTED AFG ABOVE FINISHED GRADE N/A NOT APPLICABLE AFR ABOVE FINISHED ROOF NC NORMALLY CLOSED OR NOISE CRITERIA ARCH ARCHITECT NEG NEGATIVE BHP BRAKE HORSEPOWER NIC NOT IN CONTRACT BOD BOTTOM OF DUCT NO NORMALLY OPEN BMS BUILDING MANAGEMENT CONTROL SYSTEM NTS NOT TO SCALE BOP BOTTOM OF PIPE OC ON CENTER BTU BRITISH THERMAL UNIT ODP OPEN DRIP PROOF BTUH BRITISH THERMAL UNIT PER HOUR OFCI OWNER FURNISHED CONTRACTOR INSTALLED CLG CEILING OF01 OWNER FURNISHED OWNER INSTALLED CL CENTERLINE PD PRESSURE DROP DB DRY BULB TEMPERATURE PH PHASE DDC DIRECT DIGITAL CONTROL PLBG PLUMBING DN DOWN POC POINT OF CONNECTION DP DIFFERENTIAL PRESSURE POD POINT OF DEMARCATION DWG DRAWING POS POSITION OR POSITIVE EA EACH PSI POUNDS PER SQUARE INCH EFF EFFICIENCY RC ROOM CRITERIA (NOISE) ELEC ELECTRICAL RET RETURN EMER EMERGENCY RH RELATIVE HUMIDITY ENT ENTERING RM ROOM EQUIP EQUIPMENT RPM REVOLUTIONS PER MINUTE EXH EXHAUST SC SENSIBLE COOLING (E) EXISTING SCH SCHEDULE FA FIRE ALARM SH SENSIBLE HEAT FLR FLOOR SPEC SPECIFICATION FP FIRE PROTECTION SQ SQUARE FPM FEET PER MINUTE SF SQUARE FEET FT FEET SS STAINLESS STEEL GA GAUGE STD STANDARD GAL GALLONS TEFC TOTALLY ENCLOSED FAN COOLED GPH GALLONS PER HOUR TEMP TEMPERATURE GPM GALLONS PER MINUTE TON TONS OF REFRIGERATION GYP GYPSUM BOARD V VENT HP HORSEPOWER VAV VARIABLE AIR VOLUME HR HOUR VEL VELOCITY HZ HERTZ VFD VARIABLE FREQUENCY DRIVE ID INSIDE DIAMETER VTR VENT THROUGH ROOF IN INCHES W WIDTH KW KILOWATT W/ WITH LB POUND W/0 WITHOUT LF LINEAR FEET WB WET BULB TEMPERATURE LVG LEAVING WG WATER GAUGE MAX MAXIMUM XFMR TRANSFORMER MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPS DEMOLITION < C > CAP EXISTING //=, " DEMOLITION PIPING < X > EXISTING TO REMAIN ' DEMOLITION EQUIPMENT OR DUCT < R > EXISTING TO BE REMOVED DEMOLITION DUCT < RL > EXISTING TO BE RELOCATED F- X SUPPLY DIFFUSER DEMOLITION < NL > EXISTING -NEW LOCATION F_7 RETURN REGISTER/GRILLE DEMOLITION EXHAUST REGISTER/GRILLE DEMOLITION PIPING LEGEND CHWS— CHILLED WATER SUPPLY SLOP PIPE SLOPE (REFER TO PLANS FOR SLOPE) CHWR CHILLED WATER RETURN AUTOMATIC AIR VENT CWS CONDENSER WATER SUPPLY ANGLE VALVE - ELEVATION CWR CONDENSER WATER RETURN C< ANGLE VALVE - PLAN GWS GEOTHERMAL WATER SUPPLY ----1 O BALL VALVE GWR GEOTHERMAL WATER RETURN BALL VALVE W/ MEMORY STOP GS GLYCOL SUPPLY BUTTERFLY VALVE GR GLYCOL RETURN BUTTERFLY VALVE WI MEMORY STOP HWS HEATING HOT WATER SUPPLY MOTORIZED BUTTERFLY VALVE HWR HEATING HOT WATER RETURN PRESSURE INDEPENDENT CHARACTERIZED CONTROL VALVE (PICCV) HPWS HEAT PUMP WATER SUPPLY CALIBRATED BALANCING VALVE (CIRCUIT SETTER) HPWR HEAT PUMP WATER RETURN CONTROL VALVE - 2 WAY MUW MAKE UP WATER CONTROL VALVE - 3 WAY PCHWS PROCESS CHILLED WATER SUPPLY •� CHECK VALVE PCHWR— PROCESS CHILLED WATER RETURN DRAIN OFF VALVE (BALL VALVE WI � O M HOSE BIBB, CAP, &CHAIN) CD CONDENSATE DRAIN FLOAT OPERATED VALVE RL REFRIGERANT LIQUID PRESSURE INDEPENDENT FLOW RS REFRIGERANT SUCTION CONTROL VALVE (FLOW LIMITER) FLOW METER LPS LOW PRESSURE STEAM FLOW METER - VENTURI LPR - LOW PRESSURE CONDENSATE RETURN FLOW SWITCH HPS HIGH PRESSURE STEAM DQ — VALVE (2" AND SMALLER -BALL VALVE, HPR HIGH PRESSURE CONDENSATE RETURN LARGER THAN 2"-BUTTERFLY VALVE) MANUAL AIR VENT PC PUMPED STEAM CONDENSATE DOUBLE LINE PIPE RISE PRESSURE REDUCING VALVE PRESSURE SUSTAINING VALVE SINGLE LINE PIPE RISE 0 DOUBLE LINE PIPE DROP PRESSURE GAUGE PRESSURE GAUGE W/ COIL SIPHON SINGLE LINE PIPE DROP PUMP (TRIANGLE INDICATES FLOW DIRECTION) C PIPE TEE OFF THE TOP QUICK CLOSING VALVE, FUSIBLE LINK PIPE TEE OFF THE BOTTOM PIPE TEE OFF THE SIDE QUICK OPENING VALVE SAFETY RELIEF VALVE BLIND FLANGE SOLENOID VALVE END CAP STRAINER W/ BLOWDOWN VALVE. HOSE y PIPE BREAK BIBB, & CAP FOR 3/4". (USE GATE VALVE DIRT LEG (MINIMUM 6") — FOR STEAM) STEAM TRAP CO CLEAN OUT Q THERMOSTATIC AIR VENT (STEAM ONLY) 11111110- DIRECTION OF FLOW THERMOMETER REDUCER - CONCENTRIC T PETE'S PLUG (TEST WELL) fl REDUCER - ECCENTRIC UNION i ^f FLEXIBLE CONNECTION VACUUM BREAKER PIPE ANCHOR PIPE GUIDE EXPANSION JOINT MECHANICAL COLOR LEGEND COLOR DUCT SYSTEM DESCRIPTION COLOR PIPING SYSTEM DESCRIPTION SUPPLY AIR CHILLED WATER SUPPLY RETURN AIR/TRANSFER AIR CHILLED WATER RETURN EXHAUST AIR HEATING HOT WATER SUPPLY F OUTSIDE AIR HEATING HOT WATER RETURN MAKEUP AIR CONDENSER WATER SUPPLY a� CONDENSER WATER RETURN CONDENSATE DRAIN FUEL OIL SUPPLY FUEL OIL RETURN AIR SYSTEM LEGEND RECTANGULAR SUPPLY/ OUTSIDE AIR DUCT UP CFM SPACE PRESSURIZATION ARROW RECTANGULAR SUPPLY/ OUTSIDE AIR DUCT DOWN UC UNDERCUT DOOR AIRFLOW RECTANGULAR RETURN/ RELIEF AIR DUCT UP SUPPLY AIRFLOW ARROW )- —� RECTANGULAR RETURN/ RELIEF AIR DUCT DOWN RETURN OR EXHAUST AIRFLOW ARROW RECTANGULAR EXHAUST AIR DUCT UP RECTANGULAR EXHAUST AIR DUCT DOWN F7 CEILING DIFFUSER (SUPPLY) RETURN AIR GRILLE OR REGISTER ROUND SUPPLY/ OUTSIDE AIR DUCT UP ROUND SUPPLY/ OUTSIDE AIR DUCT DOWN z ► EXHAUST AIR GRILLE OR REGISTER DIFFUSER WITH FLOW DIRECTION. NO FLOW ARROWS INDICATES w ROUND RETURN/ RELIEF AIR DUCT UP V STANDARD 4-WAY PATTERN. ROUND RETURN/ RELIEF AIR DUCT DOWN SIDE WALL GRILLE -� ROUND EXHAUST AIR DUCT UP O X HUMIDITY SENSOR OR HUMIDISTAT AND NUMBER ROUND EXHAUST AIR DUCT DOWN DUCT WITH LINING OR SOUND INSULATION MOTORIZED CONTROL DAMPER FOR O X SW X � X SENSOR AND NUMBER SWITCH AND NUMBER TEMPERATURE SENSOR OR THERMOSTAT M �� ROUND AND RECTANGULAR DUCT &ZONE NUMBER BDQ, BACKDRAFT DAMPER FOR ROUND AND � X TEMPERATURE SENSOR OR THERMOSTAT RECTANGULAR DUCT WI VANDAL GUARD &ZONE NUMBER FD FIRE DAMPER FOR ROUND AND YR REMOTE DAMPER OPERATOR RECTANGULAR DUCT (YOUNG REGULATOR) SD SMOKE DAMPER FOR ROUND AND DP DIFFERENTIAL PRESSURE SENSOR RECTANGULAR DUCT FSD COMBINATION FIRE/SMOKE DAMPER FOR SD DUCT SMOKE DETECTOR ROUND AND RECTANGULAR DUCT D MANUAL VOLUME DAMPER FOR ROUND SP STATIC PRESSURE SENSOR r AND RECTANGULAR DUCT FLEXIBLE CONNECTION CO CARBON MONOXIDE SENSOR CO CARBON DIOXIDE SENSOR NITROGEN DIOXIDE SENSOR CONTROL DIAGRAM LEGEND FSD MOTORIZED DAMPER - FIRE/ SMOKE HHL HIGH LIMIT HUMIDITY -SWITCH DAMPER, 2 POSITION, SPRING CLOSED TLL LOW LIMIT THERMOSTAT - SWITCH 3-WAY CONTROL VALVE THL HIGH LIMIT THERMOSTAT - SWITCH 2-WAY CONTROL VALVE SP DIFFERENTIAL STATIC PRESSURE SENSOR DP DIFFERENTIAL PRESSURE SENSOR BUTTERFLY CONTROL VALVE DPS (ANALOG) DIFFERENTIAL PRESSURE SWITCH 2 POSITION ACTUATOR SHL STATIC PRESSURE - HIGH LIMIT SWITCH M� MODULATING ACTUATOR SLL STATIC PRESSURE - LOW LIMIT SWITCH 2SC 2 POSITION - SPRING CLOSED FM FLOW METER 2S0 2 POSITION - SPRING OPEN CT CURRENT TRANSDUCER SENSOR (ANALOG) MSC MODULATING - SPRING CLOSED CTS CURRENT TRANSDUCER SWITCH MSO MODULATING - SPRING OPEN a RELAY FLOATING - 24VAC O RELAY CONTACTOR - OPEN WITH NO T CONTROL POWER OT ROOM TEMPERATURE SENSOR ® RELAY CONTACTOR - CLOSED WITH NO CONTROL POWER O ROOM HUMIDITY SENSOR TRANSFORMER ROOM THERMOSTAT FUSE �D PIPE TEMPERATURE SENSOR -AL- TWISTED PAIR MULTI -SIGNAL CONTROL WIRING C-�� II� DUCT TEMPERATURE SENSOR DUCT MOUNTED SMOKE DETECTOR pD (S) SUPPLY DUCT MOUNTED �T SERPENTINE TEMPERATURE SENSOR SO P (R) RETURN DUCT MOUNTED (I) IONIZATION (P) PHOTOELECTRIC DUCT HUMIDITY SENSOR bEl HORN STROBE TAGS AND CALL OUT SYMBOLS EQUIP EQUIPMENT REQUIRING ELECTRICAL REVISION CALLOUT # SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. 0 KEYNOTE CALLOUT EQUIP EQUIPMENT NOT REQUIRING ELECTRICAL POINT OF CONNECTION SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. e POINT OF DEMARCATION SECTION CALLOUT 1 SECTION DESIGNATION SHEET NUMBER XXX A DETAIL CALLOUT DETAIL DESIGNATION XXX SHEET NUMBER exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com > Project #: 21011327 ex Cert of Auth: 29701 • SEAL Huntonrui A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS MECHANICAL LEGEND PROJ. NO. H-15027.00 SHEET DRAWN Author mmooll 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 18 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 ■ ■ 3 ■ 41 ■ 5 ■ e ■ ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ ■ exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA f•00 www.exp.com •� �j Project #: 21011327 `• ex Cert of Auth: 29701 • SEAL P. y° C}' ...... `'Jr 0. ', STATF— OF ,A. �22 fit �X� 4L TIMOTHY P. PENNOCK - PE-54516 Is AdventHealth Zephyrhilis GENERATOR ADDITION Hunton • . A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS MECHANICAL FIRST FLOOR - OVERALL PLAN PROJ. NO. H-15027.00 SHEET DRAWN Author mmi 01 ■ 2 ■ 3 ■ 4 ■ ■ ■ ■ ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ ■ I 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ ♦ D C ■ B ■ 7 d A j s 3 S DAY TANK ON CONCRETE PAD WITH DUPLEX RETURN PUMPS (TYP. ALL) DT COORDINATE 131 ABOVE GRADE FOUEL OILUTING OF <R> FOS .. <R> FOR REMOVE EXISTING BOILER .. W ................. _ .. : , FUEL TANK AND FUEL LINES TO DAY TANK SPECIAL �. -� POLLUTANT CONTRACTOR SCOPE OF WORK ECIAL POLLU wi ,CONTRACTOR SHALL WORK WITH OWNER TO ENGAGE A SPECIAL POLLUTANT CONTRACTOR IN ACCORDANCE WITH F.A.C. ` I CHAPTER 62-761. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING SOILS AT EXISTING UNDERGROUND STORAGE TANK AND �) REMOVE EXISTING GENERATOR FUEL TANKS AFTER NEW SUBMITTING THE APPROPRIATE FORMS, INCLUDING ALL RELATED MATERIALS TO DECOMMISSION THE TANK IN PLACE. REMOVE EXISTING 200 GALLON ELECTRICAL SYSTEM IS ONLINE r ( PROVIDE A TURNKEY PRICE FROM THE CONTRACTOR FOR ALL WORK RELATED TO DECOMMISSIONING THE UNDERGROUND DAY TANK WITH SUPPLY PUMP AND GRAVITY RETURN AND € STORAGE TANK INCLUDING AN ALLOWANCE FOR SOIL REMEDIATION BASED ON THE SOILS TESTING AND ALL THE WORK o' ASSOCIATED WITH CHAPTER 489, FLORIDA STATUTES, SECTION 376.303 AND F.A.C. CHAPTER 62-761. PREPARE TO INSTALL NEW . UNDERGROUND TANKS SHALL BE PERMITTED TO BE PERMANENTLY CLOSED IN PLACE IF APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). ALL OF THE FOLLOWING REQUIREMENTS SHALL BE MET AND SUBSTANTIATING DOCUMENTATION FROM A QUALIFIED ENTITY PROVIDED TO THE AHJ: P�0/ EXISTING FOS/R ? A. ALL APPLICABLE AUTHORITIES HAVING JURISDICTIONS SHALL BE NOTIFIED.`.,_ PIPING TO REMAIN B. A SAFE WORKPLACE SHALL BE MAINTAINED THROUGHOUT THE PRESCRIBED ACTIVITIES. :[ .. 5.:��. - / C. ALL FLAMMABLE AND COMBUSTIBLE LIQUIDS AND RESIDUES SHALL BE REMOVED FROM THE TANK, APPURTENANCES, AND REQUIREMENTS INDUSTRY IC USING iE ........... PIPING AND SHALL BE DISPOSED OF IN ACCORDANCE WITH REGULATORY AND I DUS PRACTICES, US EXISTING ' AN APPROVED WRITTEN PROCEDURE. (PROVIDE WRITTEN PROCEDURE TO AHJ.) BOILER D. THE TANK, APPURTENANCES, AND PIPING SHALL BE MADE SAFE BY EITHER PURGING THEM OF FLAMMABLE VAPORS OR „ INSERTING THE POTENTIAL EXPLOSIVE ATMOSPHERE. CONFIRMATION THAT THE ATMOSPHERE IN THE TANK IS SAFE SHALL BE \� BY TESTING OF THE ATMOSPHERE USING A COMBUSTIBLE GAS INDICATOR IF PURGING OR AN OXYGEN METER IF INSERTING �----- — — - AT INTERVALS IN ACCORDANCE WITH WRITTEN PROCEDURES'" E. ACCESS TO THE TANK SHALL BE MADE BY CAREFUL EXCAVATION TO THE TOP OF THE TANK. F. ALL EXPOSED PIPING GAUGING AND TANK FIXTURES AND OTHER APPURTENANCES EXCEPT THE VENT SHALL BE L r \DISCONNECTED AND REMOVED. G. THE TANK SHALL BE COMPLETELY FILLED WITH AN INERT SOLID MATERIAL IF THE TANK IS ALLOWED TO REMAIN IN PLACE. I : ; H. THE TANK VENT AND REMAINING UNDERGROUND PIPING SHALL BE CAPPED OR REMOVED. I. THE TANK EXCAVATION SHALL BE BACKFILLED. \ k F_V_l l „Lij _ _.-. _ _ ......... _.. �_„.... _. ........... 0 " f E € L z' f' W ig EXISTING SUPPLY AND I F RETURN DUCTWORK .... 1116" = V-0" GENERAL NOTES: 1 COORDINATE WITH OWNER TEMPORARY MEASURES TO MAINTAIN BOILER OPERATION IF OPERATING ON FUEL OIL DURING WORK TO REPLACE DAY TANK AND REROUTE FUEL OIL PIPING. UTILIZE EXISTING DAY TANK AS TEMPORARY TANK OR PROVIDE TEMPORARY TANK AS REQUIRED BY OWNER. 2 BOILERS ARE DUAL FUEL: NATURAL GAS AND OIL. GENERAL NOTES DEMO: 1 THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION. 2 ALL MECHANICAL SYSTEMS SERVING OTHER SPACES OR FLOORS THAT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES. SEAL 3 CONTRACTOR SHALL PROVIDE MECHANICAL WORK FOR PHASING AS REQUIRED OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN, TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. 4 REFER TO FACILITIES INFECTION CONTROL AND RISK ASSESSMENT FOR ADDITIONAL REQUIREMENTS. 5 ALL WORK SHALL BE SCHEDULED AND COORDINATED JOINTLY WITH ADVENT exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA �•�: www.exp.com •��> Project #: 21011327 exp. Cert of Auth: 29701 Q� HEALTH. A DETAILED JOB TIMELINE SHALL BE ESTABLISHED AND SUBMITTED FOR STATE " ;` �ZZ REVIEW AND APPROVAL.►,, '� + -; ` ;*►� �� 6 REFER TO ARCHITECTURAL FOR ADDITIONAL DEMOLITION REQUIREMENTS. +....,' 7 COORDINATE PHASING AND PRESSURE CONTAINMENT REQUIREMENTS WITH,► ARCHITECT'S PHASING PLAN(S), SPECIFICATIONS, AND PRESSURE CONTAINMENT. DETAIL TIMOTHY P. PENNOCK - PE-54516 8 REMOVE EXISTING HVAC ASSOCIATED EQUIPMENT INCLUDING ELECTRIC DUCT HEATERS AND ASSOCIATED POWER, PIPING, AND CONTROLS IN AREAS INDICATED FOR RENOVATION UNLESS INDICATED OTHERWISE. _ Hunton lima11 A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS MECHANICAL UNDERGROUND PLAN - AREA 1 PROJ. NO. H-15027.00 SHEET DRAWN Author Mm102, 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 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 ■ ■ J ■ H ■ G ■ F ■ E ■ D ■ l� ■ A 14" DIA. GENERATOR EXHAUST. CONNECT TO FLEXIBLE CONNECTOR AND MUFFLER PROVIDED WITH GENERATOR AND ROUTE EXHAUST PIPE THROUGH WALL. (TYP. 3) 2 MECHANICAL FIRST FLOOR - AREA 1 1 /8" = T-0" GENERAL NOTES DEMO: GENERAL NOTES DEMO: KEY NOTES DEMO 1 THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A 5 REFER TO FACILITIES INFECTION CONTROL AND RISK ASSESSMENT FOR 001 REMOVE EXISTING MECHANICAL EQUIPMENT, ASSOCIATED DUCTWORK, DIFFUSERS, POWER GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT ADDITIONAL REQUIREMENTS. AND CONTROLS. AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. LOCATED ON 6 CAP SUPPLY AND RETURN AIR DUCTS TO CONSTRUCTION ZONE TO PREVENT 002 PROPOSED LOCATION OF PHASED TEMPORARY CONSTRUCTION BARRIERS OR EXISTING DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD RETURN FROM THE CONSTRUCTION ZONE. MINIMIZE SUPPLY AIR PROVIDED TO WALLS TO ISOLATE RENOVATION WORK FROM CONSTRUCTION ZONES. FIRE RATED AS PER OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT CONSTRUCTION ZONE. ARCHITECTURAL DEMOLITION PLAN. EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND 7 ALL WORK SHALL BE SCHEDULED AND COORDINATED JOINTLY WITH ADVENT 003 PROPOSED LOCATION OF TEMPORARY NEGATIVE AIR MACHINE WITH HEPA FILTRATION TO LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK HEALTH ZEPHYRHILLS. A DETAILED JOB TIMELINE SHALL BE ESTABLISHED AND MAINTAIN NEGATIVE PRESSURE AT CONSTRUCTION ZONE. FAN CRITERIA: TEMPORAY SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND SUBMITTED FOR REVIEW AND APPROVAL. NEGATIVE AIR EXHAUST MACHINE WITH MERV 17 HEPA FILTERS AND CARBON FILTERS IF ENGINEER PRIOR TO BEGINNING DEMOLITION. 8 REFER TO ARCHITECTURAL FOR ADDITIONAL DEMOLITION REQUIREMENTS. REQUIRED BY ICRA. UNIT SHALL BE EQUAL TO HEPA-AIR PAS1200HC (VARIABLE SPEED -150 2 ALL MECHANICAL SYSTEMS SERVING OTHER SPACES OF FLOORS THAT RUN 9 COORDINATE PHASING AND PRESSURE CONTAINMENT REQUIREMENTS WITH CFM TO 1000 CFM). PROVIDE ADDITIONAL FANS AS REQUIRED TO MAINTAIN ADEQUATE THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO ARCHITECTS PHASING PLAN(S), SPECIFICATIONS, AND PRESSURE CONTAINMENT NEGATIVE PRESSURE. PROVIDE TEMPORARY EXHAUST CONNECTION TO DISCHARGE AIR AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES. DETAIL. FROM HEPA UNIT TO BUILDING EXHAUST OR OUTSIDE AS SHOWN PER FACILITY ICRA. 3 CONTRACTOR SHALL PROVIDE MECHANICAL WORK FOR PHASING AS REQUIRED 10 WORK IN CORRIDORS AND EXISTING SPACES WILL REQUIRE COMPLETION AFTER 004 PROPOSED LOCATION OF ROOM PRESSURE MONITOR PER FACILITY ICRA, TYPICAL FOR EACH OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN, HOURS, UNLESS NOTED OTHERWISE. UTILIZE PORTABLE CONSTRUCTION ROOM. TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK CONFINEMENT UNITS PER FACILITY'S ICRA. 005 PROVIDE PRE -DEMOLITION SUPPLY / RETURN / EXHAUST AIRFLOW READINGS AT THESE AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. 11 PRIOR DEMOLITION WORK FOR EACH PHASE PROVIDE TEST AND BALANCE BRANCH DUCT OR AIR DISTRIBUTION DEVICE LOCATIONS. UPON NEW CONSTRUCTION 4 PER FACILITIES ICRA, CONTRACTOR SHALL PROVIDE TEMPORARY HEPA FILTERED READINGS OF EXISTING SYSTEMS INDICATED TO BE PART OF RENOVATION. COMPLETION, TAB CONTRACTOR SHALL BALANCE TO PRE -DEMOLITION VALUES, NEGATIVE AIR MACHINE POWERED FROM CRITICAL POWER TO EXHAUST SUBMIT REPORT FOR ENGINEER'S REVIEW. REPORT TO INCLUDE TEST DATA FOR CONSTRUCTION ZONE TO THE OUTSIDE. PROVIDE ADDITIONAL EXHAUST FANS AS REACH SYSTEM INCLUDING TEST DATA FOR PART OF THE SYSTEM BOTH WITHIN REQUIRED TO MAINTAIN ADEQUATE NEGATIVE PRESSURE INSIDE RENOVATION AREA BEING RENOVATED AND OUTSIDE RENOVATED AREAS AND ASSOCIATED SPACES. FAN SHALL OPERATE DURING RENOVATION WORK TO PROVIDE A FANS AND AIR HANDLERS TO DOCUMENT EXISTING CONDITIONS, VENTILATION NEGATIVE PRESSURE IN THE CONSTRUCTION ZONES WITH RESPECT TO THE RATES AND POSSIBLE SYSTEM MODIFICATIONS TO MEET NEW DESIGN OCCUPIED ADJACENT SPACES DURING RENOVATION. FAN SHALL OPERATE REQUIREMENTS. CONTINUOUSLY DURING THE CONSTRUCTION PERIOD UNTIL CONSTRUCTION PROCEDURES WHICH GENERATE DUST AND FUMES ARE COMPLETED, WALLS 12 REMOVE EXISTING HVAC ASSOCIATED EQUIPMENT INCLUDING ELECTRIC DUCT PAINTED AND FLOOR INSTALLED. ADJUST EXHAUST AIR FLOW RATE TO MAINTAIN HEATERS AND ASSOCIATED POWER, PIPING AND CONTROLS IN AREAS INDICATED THE CONSTRUCTION ZONE AT AN ADEQUATE NEGATIVE PRESSURE TO CONTAIN FOR RENOVATION UNLESS INDICATED OTHERWISE. ALL CONSTRUCTION DUST AND FUMES. COORDINATE EXHAUST AIR FLOW RATE WITH THE TEMPORARY PARTITION FOR DEMOLITION WORK; NOTE THAT TIGHTER TEMPORARY PARTITION CONSTRUCTION REDUCES THE REQUIRED EXHAUST AIR FLOW AND ASSOCIATED MAKE-UP AIR REQUIREMENTS. PROVIDE CONDITIONED MAKE-UP AIR TO ADJACENT OCCUPIED SPACES FOR CONSTRUCTION EXHAUST MAKE-UP AIR, BUILDING AIR AND/OR TEMPORARY AIR TO MAINTAIN PRESSURE REQUIREMENTS. 1 MECHANICAL FIRST FLOOR -AREA 1 DEMO exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA ft��: www.exp.com es o, Pex Project #: 21011327 Cert of Auth: 29701 �,..__..\ SEAL Hunton WEI is A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS MECHANICAL FIRST FLOOR PLAN - AREA 1 PROD. NO. H-15027.00 SHEET DRAWN Author Mml 02m2 1/8" = V-0" 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 IN 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A 0 P, CONTROL POINT LIST POINT DESIGNATION DESCRIPTION ES1 EXHAUST FAN STARTER - START/STOP OR VFD/ECM. SEE DETAIL FOR POINTS ES2 EXHAUST FAN CURRENT TRANSDUCER (NOT REQUIRED IF VFDIECM) EXHAUST FAN CONTROL NTS nUniLinr%i vrvnuv rniv UPON HIGH WATER LEVEL ALARM NOTES: 1. PROVIDE SMOKE DETECTORS AND FIRE ALARM SHUTDOWN WHEN INDICATED ON THE PLANS. 2. SUPPLY FAN IS SHOWN IN BLOW THRU CONFIGURATION BUT MAYBE DRAW THRU. CONTROL POINT LIST POINT DESIGNATION DEVICE OR POINT DESCRIPTION CONTROLLED BY SS1 SUPPLY FAN STARTER - START/STOP SS2 SUPPLY FAN SPEED SS3 SUPPLY FAN STATUS SS4 SUPPLY FAN CURRENT TRANSDUCER. (NOT REQ'D FOR ECM) C1 COOLING COIL CONTROL VALVE POSITION T2 HW1 HOT WATER HEATING COIL CONTROL VALVE POSITION T2 T1 SUPPLY AIR TEMPERATURE T2 SPACE TEMPERATURE T2A SPACE TEMPERATURE - USER ADJUSTMENT T213 SETPOINT TEMPERATURE - OCCUPANT "OVERRIDE" T3 SPACE HUMIDITY D1 OUTSIDE AIR DAMPER POSITION D2 OUTSIDE AIR DAMPER POSITION FEEDBACK FAN COIL UNIT - CHW COOLINGIHW HEATING NTS BI AO BO SS3 SS2 SS1 TO FIRE ALARM SYSTEM (PER NOTE 1) iI R -- r r STARTER OR / 00 ECM I AO CONTROLLER SS4 C11 Al I M I T i CT 1 T S S P x RA ` MOTOR 7 C --------- AUXILIARY DRAIN PAN FLOAT SWITCH TO SHUT FAN OFF UPON HIGH WATER LEVEL ALARM NOTES: 1. PROVIDE SMOKE DETECTORS AND FIRE ALARM SHUT DOWN WHEN INDICATED ON THE PLANS. 2. SUPPLY FAN IS SHOWN IN BLOW THRU CONFIGURATION BUT MAY BE DRAW THRU. CONTROL POINT LIST POINT DESIGNATION DEVICE OR POINT DESCRIPTION CONTROLLED BY SS1 SUPPLY FAN STARTER - START/STOP SS2 SUPPLY FAN SPEED SS3 SUPPLY FAN STATUS SS4 SUPPLY FAN CURRENT TRANSDUCER. (NOT REQ'D FOR ECM) C1 COOLING COIL CONTROL VALVE POSITION T2 T1 SUPPLY AIR TEMPERATURE T2 SPACE TEMPERATURE T2A SPACE TEMPERATURE - USER ADJUSTMENT T213 SETPOINT TEMPERATURE - OCCUPANT "OVERRIDE" FAN COIL UNIT - CHW COOLING NTS 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 �S TO FIRE ALARM SYSTEM (PER NOTE 1) Al Al BI BO T2 T2A T2B T3 T H SA TO FIRE ALARM SYSTEM (PER NOTE 1) Al Al BI rTT2 T2A T2B SA exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA fiNO www.exp.com �y Project #: 21011327 ex Cert of Auth: 29701 SEAL neon MCI A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS MECHANICAL CONTROL DIAGRAMS PROJ. NO. H-15027.00 SHEET DRAWN Author Mm50( ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ to ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A -3 4 ALARM ADJUSTMENTS 1. LOW LEVEL ALARM TO BESET TO INITIATE SIGNAL WHEN FUEL LEVEL IS DOWN TO 24 HOURS WORTH OF FUEL FOR THE EQUIPMENT AT FULL CAPACITY. 2. RED INDICATOR LIGHT TO TURN ON WHEN FUEL OIL TANK LEVEL IS BELOW LOW LEVEL SETPOINT. LABEL RED INDICATOR LIGHT "LOW STORAGE TANK FUEL LEVEL". 3. EMPTY FLOAT POSITION TO MATCH HEIGHT OF FOOT VALVE HEIGHT. LOW VOLTAGE WIRING IN CONDUIT TRANSMITTER 4" NPT TANK FITTING - 120V POWER STAINLESS STEEL TUBE AND FLOAT _ TANK LEVEL PROBE INSIDE TANK. DIRECT LIFT MAGNETIC FLOAT ALARM LEVEL CALCULATIONS TANK # MAX. APPLIANCE FUEL -OIL CONSUMPTION 24 HR LOW LEVEL ALARM VOLUME SET LEVEL TANK 1 BOILER XX.X GPH 24 HRS X XX.X GPH = XXXX GALLONS TANK LEVEL GAUGE DETAIL NTS REMOTE TANK LEVEL GAUGE (PNEUMERCATOR ETD-1000) CONNECTED TO THE MAIN TANK MANAGEMENT SYSTEM (PNEUMERCATOR TMS-2000 FOR UP TO TWO TANKS OR TMS-3000 FOR MORE THAN 2 TANKS) TO TANK-2, 3,. - - OUTER TANK 120V POWER IN / ONE DRY CONTACT PER TANK J OUTPUT TO STATUS PANEL FOR TO CONTAINMENT LEAK DETECTED. � SUMP (IF PRESENT) INNER I TANK LEVEL MANAGEMENT AND LEAK TANK MONITORING SYSTEM PANEL. LOCATE IN PLANT MANAGEMENT OFFICE OR LOCATION APPROVED LEAK DETECTION SWITCH, BY OWNER J PNEUMERCATOR LS60OLD MODEL: PNEUMERCATOR TMS-2000 FOR UP TO 2 TANKS OR TMS-3000 FOR MORE THAN TWO TANKS. INTERSTITIAL SPACE BETWEEN INNER AND OUTER TANK WALLS. 10 TANK LEAK DETECTION DETAIL NTS OUTER SLEEVE OF CONTAINMENT PIPE TO BE OPEN TO SUMP SO ANY PRODUCT LEAKS WILL DRAIN INTO SUMP. NOTE: CONNECTION FROM PRIMARY BLACK STEEL PIPING BELOW GRADE PIPE TO BLACK 1. DOUBLE WALL PRIMARY FUEL -OIL PIPE TO BE OPW PISCES TYPE CP OR ENVIRON GEOFLEX-D, FRP OR POLYETHYLENE 24" MIN. DIA. SUMP. DEPTH STEEL PIPE INSIDE BUILDING. OR APPROVED EQUAL. OF SUMP TO BE DETERMINED BY VENDOR AS OUTER SLEEVE OF CONTAINMENT REQUIRED FOR SLOPE OF UNDERGROUND PIPING. LD PIPE TO BE SEALED. 2. CONTAINMENT PIPE TO BE OPW PISCES TYPE AP OR ENVIRON GEODUCT. FLOOR SLAB 3. PIPING CONTAINMENT SUMP, AND ALL PIPING FITTINGS TO BE SAME MANUFACTURER. GRADE 4. RETURN PIPING SHALL BE ONE PIPE SIZE LARGER THAN SUPPLY PIPE TO SIMPLIFY CODE REVIEW PROCESS. 5. SUMP SHALL BE AT THE LOW POINT OF THE UNDERGROUND PIPING RUN. THIS COULD BE LEAK DETECTOR IN BOTTOM OF SUMP - - EITHER AT THE STORAGE TANK OR AT THE BUILDING ENTRANCE. CONNECTED TO LEAK DETECTION SYSTE ALARM SIGNAL SHALL BE INITIATED IF FUE - I IS DETECTED IN BOTTOM OF SUMP. - FITTING BETWEEN BELOW GRADE SLEEVES 1" DOUBLE WALL PRIMARY PRIMARY PIPE AND BLACK STEEL EXTERIOR FUEL -OIL PIPE, RIBBED PIPE TO BE INSIDE SUMP. FOUNDATION WALL COAXIAL TYPE. 3" CONTAINMENT PIPE. 9 BELOW GRADE FUEL -OIL PIPING DETAIL NTS SHEET METAL JACKET 0 THIMBLE 0 0 INSULATION EXHAUST FAN FOR DRAIN. PROVIDE BALL VALVE. 0 GENERATOR ROOM 0 0 0 EXHAUST RISE VENTILATION WITH WIRE INSULATE ENTIRE MESH AT ROOF OPENING GENERATOR EXHAUST FROM GENERATOR THRU WALL. EXHAUST PIPE WALL VIBRATION PENETRATION ISOLATORS (TYP) SPACE HOT WATER HEATER. - °4: °� - •_ .. a _ ° _ - - as MAINTAIN SPACE AT 40F THIMBLE AT PIPE a< WALL PENETRATION --- L____ _ _______e___ __ -° a MUFFLER FURNISHED BY i MUFFLER ° _ ° _ _ -7 J1 ° .' E.C. AND INSTALLED BY M.C. �- r----- ( L-----------------------J I --------- - -` ' ° - - SCHEDULE 40 STEEL t t EXHAUST PIPES. SIZE PER PIPE FOR ENGINE Y-FITTING FLEXIBLE �� MANUFACTURER'S ACCESS DOOR EXHAUST. TERMINATE PROVIDE WIRE MESH AT �V�_ CONNECTOR FURNISHED BY RECOMMENDATIONS. j WITH A 45 DEGREE CUT. E.C. AND INSTALLED BY M.C. n LOUVER. t 1 _ = I I t BACKDRAFT DAMPER DAMPER ACTUATOR 11 MOTORIZED DAMPER POWER CLOSE, SPRING OPEN PROVIDE WIRE MESH AT LOUVER. ENGINE PROVIDE 2 FEET DEEP PLENUM PROVIDE 2 FEET DEEP BEHIND LOWER. SLOPE DOWN PLENUM BEHIND LOUVER. TOWARD LOUVER. SLOPE DOWN TOWARD (ENGINE &ISOLATION BASE BY ELECTRICAL CONTRACTOR) LOUVER. �_ °° ° " a.' •. _ tr ° a •- , - a :°" FLEX CONNECTOR a - KNEE WALL,1 FT .a a pa a MINIMUM NOTES: CONCRETE HOUSEKEEPING PAD. 1. ALL EXTERIOR LOUVERS ARE SPECIFICIED BY ARCHITECTURAL AND SHALL BE MIAMI DADE & FLORIDA BUILDING CODE APPROVED HURRICANE LOUVERS AND SHALL BE AMCA 540 & 550 LISTED FOR HIGH VELOCITY WIND AND RAIN DRIVEN. 2. GENERATOR ENGINE EXHAUST PIPING AND MUFFLER SHALL BE THERMALLY INSULATED FROM THE ENGINE EXHAUST CONNECTIONS ALL THE WAY TO THE EXTERIOR WALL. REFER TO THE SPECIFICATION FOR INSULATION MATERIALS. 3. REFER TO ELECTRICAL DRAWINGS FOR GENERATOR INFORMATION. GENERATOR SHOWN IS DIAGRAMATIC. PROVIDE VIBRATION ISOLATION FOUNDATION AND SPRING ISOLATORS PER MANUFACTURER. . 8 GENERATOR ROOM VENTILATION NTS DRAW THRU SQUARE HEAD PLUG SQUARE HEAD PLUG CONDENSATE w/ 1/4" DRILLED HOLE DRAIN PAN DN 2" MIN DRAIN LINE TO BE SLOPED 1/4" EQUIPMENT B MIN. PER FOOT. RUN CONDENSATE DRAIN TO UNION FLOOR/ROOF OR HUB DRAIN OR AS INDICATED ON PLANS AND 4" MIN PER REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. 1" MINIMUM PIPE DIAMETER CLEARANCE WITH INSULATION FLOOR/ROOF NOTES: 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. TRAP EACH COMPONENT DRAIN CONNECTION. 3. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. REFER TO PLANS FOR PIPE SIZES. 4. N.S.P. (NEGATIVE STATIC PRESSURE) EQUALS STATIC PRESSURE AT INLET OF FAN. B = N.S.P. + 1" A =1/2 x B 5. ADJUST THICKNESS OF HOUSEKEEPING PAD OR UNIT SUPPORTS REQUIRED TO PERMIT TRAP DEPTH. 6. OFFSET TRAP TO ALLOW ACCESS TO DOWNSTREAM CLEANOUT. EXAMPLE CALCULATION SUPPLY FAN EXTERNAL NEGATIVE COMBINED TOTAL SP STATIC STATIC B A CURB/PAD/RAIL/LEG PRESSURE PRESSURE (IN) (IN) HEIGHT REQUIRED (IN) (IN) (IN) (IN) 6 2 4 5 2.5 11.5 6 3 3 4 2 10 4 2 2 3 1.5 8.5 NOTES: 1. DIMENSIONS MAY BE GREATER THAN MINIMUMS INDICATED DUE TO DIMENSIONS OF FITTINGS, SIZE OF CONDENSATE PIPE, AND INSULATION THICKNESS. 2. CHART USES 2" PIPE OUTSIDE DIAMETER AND 1" INSULATION THICKNESS. 3. CHART INCLUDES 1" CLEARANCE FOR COMBINED HEIGHT REQUIRED COLUMN. 7 CONDENSATE TRAP - DRAW THRU UNIT NTS SUPPORT FROM ALL -THREAD ROD ABOVE AS SPECIFIED HANGER (TYP.) PROVIDE UNIT PLENUM VIBRATION ISOLATORS (TYP.) WITH FOIL FACED INSULATION OR AS FLAT FILTER SPECIFIED HEATING COIL SECTION WITH PUMPED SUPPLY REGISTER MERV-8 FILTER CONDENSATE TO GRAVITY DRAIN REMOVEABLE FACTORY GRILLE OR 1/2" WIRE SCREEN DRAIN VALVE WITH 3/4" O 00" HOSE END FITTING WITH SCREWED CAP AND CHAIN (NOTE 2) o TRAP7 POWER CONDENSATE PUMP (NOTE 1) CONDLLAN - SEE PLANS FOR REMOVEABLE AUXILIARY DRAIN PAN ROUTING WITH FAN SHUTDOWN FLOAT SWITCH. EXTEND DRAIN PAN 3" MINIMUM FROM ALL SIDES. NOTES: 1. PROVIDE CONDENSATE PUMP WITH PUMPED DRAIN, UNLESS GRAVITY DRAIN IS PROVITED. 2. PROVIDE OVERFLOW PROTECTION TO SHUT OFF FAN UPON HIGH WATER LEVEL PER AHJ: AUXILIARY DRAIN PAN WITH FLOAT SWITCH OR OVERFLOW DRAIN FLOAT SWITCH. 3. SUPPLY REGISTER TO BE SIZED AT 750 FPM, UNLESS SHOWN OTHERWISE. 6_EXPOSED FAN COIL UNIT NTS COOLING COIL I II I FAN a, EQUIPMENT HOUSING WITH INTEGRAL DRIP EDGE PREFABRICATED INSULATED COUNTER FLASHING WITH EQUIPMENT CURB RIGID CONNECTION TO CURB. FIELD APPLIED CANT STRIP IF REQUIRED BY ROOFING DOCUMENTS BOLT OR WELD EQUIP. CURB TO STRUCTURAL STEEL SUPPORT. 8" MIN ROOF INSULATION/LIGHT ROOF MEMBRANE WEIGHT CONCRETE I FINISHED ROOF Lam_ FEE/m/ DUCT CONCRETE STRUCTURE IN M as_' .. EXPANSION ANCHOR EMBEDDED IN STRUCTURAL STEEL DECK CONCRETE. STRUCTURE/BEAM STEEL SUPPORT FRAMING, CHANNEL OR BEAMS SURROUNDING EQUIPMENT CURB, REFER TO STRUCTURAL DRAWINGS FOR EXACT SIZE OFFSET STRUCT. MEMBERS ANCHORING THE STEEL SUPPORTS TO THE BEAM, REFER TO THE STRUCTURAL DRAWINGS FOR EXACT SIZE NOTES: 1. MINIMUM HEIGHT OF CURB 24", ADDITIONAL HEIGHT MAY BE REQUIRED TO MAINTAIN SPECIFIC CLEARANCES. 2. PROVIDE CURB AND FASTENERS PER CONTRACTOR OR MANUFACTURER ENGINEER'S CALCULATIONS BASED UPON EXACT EQUIPMENT SIZE, WEIGHT, LOCATION AND PROJECT SPECIFIC SEISMIC AND WIND LOADS. 3. PROVIDE CURB FASTENERS TO STRUCTURE AT EACH CORNER AND AT CENTER POINTS WITH ADDITIONAL CONNECTIONS TO MEET PROJECT SPECIFIC SEISMIC AND WIND LOADS. 4. SEE PROJECT ROOFING DETAILS FOR ADDITIONAL REQUIREMENTS. 5 ROOF CURB NTS EXTEND AND ATTACH TO STRUCTURE PER SPECIFICATIONS HEAVY DUTY ADJUSTABLE HANGER CLEVIS HANGER WITH ROLLER LOCKING NUT SUPPORT NUT INSULATION GALVANIZED PIPE INSULATION PROTECTION SHIELD I GALVANIZED INSULATION PROTECTION INSULATION SHIELD HOT & COLD SYSTEMS HOT SYSTEMS ONLY NOTES: 1. SEE SPECIFICATION FOR HANGER SIZES AND INSULATION PROTECTION SHIELDS. 2. REFER TO SPECIFICATION FOR MATERIALS OTHER THAN STEEL PIPE. 3. REFER TO SPECIFICATIONS FOR TYPE OF INSULATION PROTECTION SHIELD, BASED ON PIPE SIZE 4 PIPE HANGER SUPPORT NTS BIRD SCREEN. FASTEN HOOD TO CURB WITH HEAVY MANUFACTURER'S DUTY STAINLESS GASKET ALL AROUND STEEL FASTENERS CURB MANUFACTURER'S W STRUCTURAL CURB CAP o WITH DRIP LIP FOR TIE DOWN. w SECURE CURB TO PREFABRICATED Cn ROOF STRUCTURE Z INSULATED CURB co c° FINISHED ROOF ROOF INSULATION ROOF STRUCTURE AUTOMATIC CONTROL SEAL ALL AROUND DAMPER (REFER TO SPECS) DUCTWORK ROOF OPENING SIZE SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. NOTES: 1. REFER TO ROOF CURB DETAIL FOR ATTACHMENT OF CURB TO STRUCTURE. 2. PROVIDE CURB AND FASTENERS PER CONTRACTOR OR MANUFACTURER ENGINEER'S CALCULATIONS BASED UPON EXACT EQUIPMENT SIZE, WEIGHT, LOCATION AND PROJECT SPECIFIC SEISMIC AND WIND LOADS. 3. PROVIDE HOOD FASTENERS TO CURB 4" FROM EACH CORNER AND AT CENTER POINTS WITH ADDITIONAL CONNECTIONS TO MEET PROJECT SPECIFIC SEISMIC AND WIND LOADS. 4. PROVIDE 36" CLEAR ABOVE ROOF FOR HEALTHCARE OUTSIDE AIR INTAKE APPLICATIONS. 3 INTAKE HOOD NTS MOTOR DOME - REMOVABLE WIND BAND - UPBLAST TYPE MOTOR COMPARTMENT INTERGRAL WEATHERPROOF OUT OF AIR STREAM DISCONNECT SWITCH BIRDSCREEN -ALUMINUM ELECTRICAL CONDUIT GUIDE FASTEN FAN TO CURB WITH HEAVY MANUFACTURER'S GASKET DUTY STAINLESS ALL AROUND CURB STEEL FASTENERS MANUFACTURER'S STRUCTURAL SECURE CURB TO CURB CAP WITH DRIP LIP FOR ROOF STRUCTURE TIE DOWN. PREFABRICATED INSULATED CURB ZT FINISHED ROOF ROOF INSULATION ROOF STRUCTURE AUTOMATIC CONTROL SEAL ALL AROUND DAMPER (REFER TO DUCTWORK SPECS) OR BACKDRAFT DAMPER. ROOF OPENING SIZE SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS NOTES: 1. REFER TO ROOF CURB DETAIL FOR ATTACHMENT OF CURB TO STRUCTURE. 2. PROVIDE CURB AND FASTENERS PER CONTRACTOR OR MANUFACTURER ENGINEER'S CALCULATIONS BASED UPON EXACT EQUIPMENT SIZE, WEIGHT, LOCATION AND PROJECT SPECIFIC SEISMIC AND WIND LOADS. 3. PROVIDE FAN FASTENERS TO CURB 4" FROM EACH CORNER AND AT CENTER POINTS WITH ADDITIONAL CONNECTIONS TO MEET PROJECT SPECIFIC SEISMIC AND WIND LOADS. 2 U P B LAST EXHAUST FAN NTS TEMPERATURE SENSOR TO BAS AS REQUIRED AUTOMATIC FLOW CONTROL VALVE 1/2" AIR VENT GAGE ���v�� COCK � HOT OR CHILLED PP') O'- SHUT-OFF VALVE (TYP.) WATER COIL -----*,Sy �/� JQQ�, --' T Or \ I I I� 2-WAY CONTROL VALVE o STRAINER WITH BLOWDOWN 1/2" DRAIN WITH HOSE iI I FLEXIBLE CONNECTION (TYP.) THREAD AND CAP - THERMO-WELL AND THERMOMETER (TYP.) UNION (TYP.) TEST WELL (TYP.) NOTES: 1. REFER TO CONTROL SEQUENCES, DIAGRAMS AND SPECIFICATIONS FOR CONTROL VALVE TYPE. 2. REFER TO EQUIPMENT CONTROL DIAGRAMS FOR BAS TEMPERATURE SENSOR REQUIREMENT. 3. THERMO-WELL, THERMOMETER AND GAGE COCKS ARE REQUIRED FOR AIR HANDLING UNITS ONLY. 4. FOR WATER (NON -GLYCOL) COILS SUBJECT TO FREEZING PROVIDE AN IMMERSION AQUASTAT WELL. 5. COIL CONNECTIONS SHALL BE ARRANGED TO ACCOMMODATE COIL PULL AND ISOLATE COIL PIPING FROM SYSTEM. WATER FLOW IS COUNTER TO AIRFLOW. 6. PROVIDE DRAIN AND VENT VALVES AT COILS. 7. APPLICABLE FOR HOT WATER AND CHILLED WATER. TWO-WAY VALVE WATER COIL NTS exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com i� ���> Project* 21011327 ex Cert of Auth: 29701 SEAL Hunton • s A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS MECHANICAL DETAILS PROJ. NO. H-15027.00 SHEET DRAWN Author Mm600 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 IN 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A WALL THICKNESS VARIES SEE ARCHITECTURAL PLANS STEEL RETAINING ANGLES MINIMUM 1-1/2 x 1-112 (16 GA.) OVER LAP BY 1" MIN. FACTORY SLEEVE FUSIBLE LINK DUCT DAMPER RETAINING ANGLE SHALL NOT BE ANCHORED TO WALL - 6 FIRE DAMPER NTS NOTES: 1. DAMPERS SHALL BE INSTALLED ACCORDING TO FIRE RATED PARTITION MANUFACTURER'S INSTALLATION REQUIREMENTS. 2. DAMPERS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH STEEL ANGLE ON ALL SIDES THE U.L. REQUIREMENTS. 3. PRODUCT TO MEET REQUIREMENTS SET IN UL LISTING 555. EXPANSION CLEARANCE 4. VERTICAL DAMPER SHOWN - HORIZONTAL INSTALLATION SECURE RETAINING ANGLE SIMILAR EXCEPT WITH SPRING LOADED DAMPER. TO SLEEVE WITH NO. 10 5. DAMPER BLADES SHALL BE OUT OF AIRSTREAM TYPE "B" (SEE SCREWS 8" O.C. TYPICAL. SMACNA FIRE DAMPER AND HEAT STOP GUIDE - 2ND EDITION PAGE 9 OR NEWER VERSION IF APPLICABLE) WITH 100% FREE AREA. WHEN DUCT DIMENSIONS REQUIRE MULTIPLE DAMPER SECTIONS, TYPE "A" MAY BE USED. AIR FLOW 6. WALL OPENINGS TO BE DUCT DIMENSIONS PLUS 118" PER FOOT. 7. FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND DIRECTION INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 8. GENERAL CONTRACTOR SHALL COORDINATE CEILING ACCESS DOORS AS REQUIRED TO ACCESS DAMPER. 9. ACCESS DOORS IN DUCT. ACCESS DOOR SHALL BE PROVIDED ACCESS DOOR (LABEL AS FIRE DAMPER) IN DUCT AND SHALL BE OF ADEQUATE SIZE AND LOCATION TO PERMIT MAINTENANCE & RESETTING OF DAMPER. BREAKAWAY DUCT CONN. TO SLEEVE. 10. MANUFACTURER'S PRINTED INSTRUCTIONS SHALL BE MADE AVAILABLE TO INSPECTING AUTHORITIES. 11. USE ONLY STATE OF CALIFORNIA FIRE MARSHALL LISTED FIRE "PICTURE FRAME" FRAMING AROUND ALL DAMPERS & INSTALL IN ACCORDANCE WITH STATE FIRE OPENINGS IN METAL STUD WALLS PER MARSHALL LISTING NO.3225-245:005 & U.L. STANDARD 5553. SMACNA GUIDELINES. FIRE RATED WALL ASSEMBLY REFER TO ARCHITECTURAL FOR TYPE MATERIAL PER ;IFICATIONS INSULATION AND PER SPECIFICATIONS OWALL ASSEMBLY - FIRE -RATED WALL ASSEMBLY PER ARCHITECTURAL IN ACCORDANCE WITH THE U.L. FIRE RESISTANCE DIRECTORY. OTHROUGH PENETRATION PIPE - PIPE TYPE PER SPECIFICATIONS. MAY BE METALLIC OR NON-METALLIC. PIPE SUBJECT TO ASSEMBLY MEETING FIRESTOP SYSTEM REQUIREMENTS. TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. PROVIDE METALLIC SLEEVE WHEN REQUIRED FOR FIRESTOP SYSTEM. 3oPIPE COVERING - PIPE INSULATED PER SPECIFICATION. FOR INSULATED PIPING, INSULATION SYSTEM SHALL BE CONTINUOUS THRU WALL PER SPECIFICATIONS. INSULATION TYPES INCLUDE HEAVY DENSITY GLASS FIBER, CALCIUM SILICATE OR CELLULAR GLASS INSULATION. INSULATION JOINTS SEALED AND SECURED WITH METAL FASTENERS OR BANDS MEETING REQUIREMENTS OF FIRESTOP SYSTEM. 40 FIRESTOP SYSTEM - INCLUDING FIRE SEALANT AND PACKING MATERIAL. FOR METALLIC SYSTEMS: TYPICALLY FIRE SEALANT MINIMUM 3/4" THICK APPLIED WITHIN THE ANNULUS, FLUSH WITH EXTERIOR WALL SURFACES WITH MIN.1/2" DIAMETER BEAD OF FIRE SEALANT. FOR NON-METALLIC SYSTEMS: TYPICALLY FIRE SEALANT STRIPS AND COLLAR, THICKNESS OF FIRE SEALANT TO SUIT FIRE STOP SYSTEM. MATERIALS AND METHODS USED IN THE FIRESTOP SYSTEM ARE TO BE INSTALLED IN ACCORDANCE WITH THE U.L. LISTING. 5 PIPE PENETRATION - FIRE RATED WALL ASSEMBLY NTS NOTES: EMERGENCY SHUTOFF SWITCH BY GENERATOR VENDOR. WIRE 1. SUPPLY PUMP ON/OFF CONTROL SAME FOR IN SERIES TO CUT DC POWER TO SUPPLY PUMP INTEGRAL TO DAY TANK. SOLENOID VALVE. 2. SWITCH WIRING TERMINATES IN DAY TANK 24VDC POWER FROM GENERATOR CONTROL PANEL. DIAGRAM IS SCHEMATIC. BATTERY CIRCUIT BY DIV. 26 24VDC SPRING RETURN �- -1 L S CLOSED SOLENOID VALVE TO CONTACTOR TO CLOSE OPEN WHILE FILLING. WHEN "L" LOW LEVEL RETURN PUMP SWITCH TURNS PUMP ON 0 HIGH LEVEL ALARM TO SUPPLY I � STATUS PANEL PUMPS I DAY TANK - 24VAC CONTROL POWER L FLOVELLEVEL L - ALARM TO STATUS PANEL DUPLEX PUMP 24VAC CONTROL STARTER POWER CONTROLLER DAY TANK LEVEL SWITCH CONTROL - 7 T _ - - J "HIGH LEVEL" SWITCH TO PROVIDE NOTIFICATION TO -7 4 O❑ STATUS PANEL OF OVER FLOW CONDITION. THIS I SWITCH SHALL ALSO TURN ON THE RETURN PUMP. I- �- TO DAY TANK 2 HIGH LEVEL SWITCH TO TURN OFF I- LEVEL CONTROLS F FUEL -OIL SUPPLY PUMP. I' LOW LEVEL SWITCH TO TURN ON TO DAY TANK 3 FUEL -OIL SUPPLY PUMP. -a LEVEL CONTROLS � LL LOW LEVEL" SWITCH TO PROVIDE NOTIFICATION TO DIV. 26 RESPONSIBILITIES STATUS PANEL OF EMPTY DAY TANK CONDITION. 1. PROVIDE DAY TANK AND MAKE ALL CONNECTIONS TO GENERATOR, 2. 24VDC POWER FROM GENERATOR BATTERY CIRCUIT TO SOLENOID CONTACTOR. DIV. 23 RESPONSIBILITIES 1. ALL CONTROL WIRING SHOWN EXCEPT 24VDC FROM GENERATOR CIRCUIT TO SOLENOID CONTACTOR. ,d GENERATOR DAY TANK LEVEL CONTROLS NTS EMERGENCY SHUTOFF SWITCH BY DIV. 23. WIRE IN SERIES TO CUT DC POWER TO SOLENOID VALVE. 24VDC POWER FROM GENERATOR F_ -� -� BATTERY CIRCUIT, OR FROM 120V TO 24VDC TRANSFORMER BY DIV 23. 24VDC SPRING RETURN CLOSED SOLENOID VALVE TO OPEN WHILE FILLING. --���-- S CONTACTOR TO CLOSE RETURN PUMP WHEN "L" LOW LEVEL I _ SWITCH TURNS PUMP ON L - - - - _ HIGH LEVEL ALARM TO SUPPLY STATUS PANEL PUMPS J DAY TANK_ - I 24VAC CONTROL POWER DUPLEX PUMP _ LOVELLEVEL STARTER IFLI ALARM TO CONTROLLER STATUS PANEL d DAY TANK LEVEL SWITCH CONTROL I- "HIGH LEVEL" SWITCH TO PROVIDE NOTIFICATION Z 0TO STATUS PANEL OF OVER FLOW CONDITION. L - _ THIS SWITCH SHALL ALSO TURN ON THE RETURN PUMP. NOTES: H HIGH LEVEL SWITCH TO TURN OFF FUEL -OIL 1. SWITCH WIRING TERMINATES IN DAY TANK CONTROL PANEL. SUPPLY PUMP. DIAGRAM IS SCHEMATIC. LOW LEVEL SWITCH TO TURN ON FUEL -OIL 2. DIV 23 TO PROVIDE RELAYS AND WIRING SO THE SUPPLY PUMP TURNS SUPPLY PUMP. ON WHEN ANY BOILER OR WATER HEATER DAY TANK LOW LEVEL SWITCH MAKES. LL "LOW LEVEL" SWITCH TO PROVIDE NOTIFICATION TO STATUS PANEL OF EMPTY DAY TANK CONDITION. 3 BOILER DAY TANK LEVEL CONTROLS NTS FOS AND FOR LINES TO ADDITIONAL DAY TANKS I GENERATORS, REFER 2-112" REGULAR AND 6" EMERGENCY VENT NO VALVES IN THE RETURN TO FLOOR PLANS THREADED CAP FOR TO BE NOT MORE THAN 12' ABOVE GRADE LINE PER NFPA 31. PUMP PRIMING. AND NOT LESS THAN 5' FROM BUILDING 2" NORMAL AND 120V DISCONNECT TANK LEVEL GAUGE OPENINGS. SWITCH BY M.C. PROBE, SEE DETAIL. ANTI SIPHON VALVE MAKE: OPW 23. THREADED CAP FOR EMERGENCY VENTS AT HIGH POINT (5') RETURN PUMPS PUMP PRIMING. VENT COVERS INTEGRAL DUAL OVERFILL TANK LEAK DETECTOR, 1 1/4" FOR LOCKABLE N.0 BYPASS VALVE. CONTAINMENT BOX SEE DETAIL. ANTI SIPHON VALVE PIPE SLEEVES FUEL OIL N.C. SHUT OFF 24V/24VDC SOLENOID VALVE PER RETURN AT HIGH POINT 1" FOS LOCKABLE NFPA 37. CIRCUIT FROM GENERATOR STARTER CIRCUIT. TO TANK BYPASS VALVEVALVE TO CLOSE WHEN EMERGENCY STOP SWITCH CUTS 24VDC N.0 SOLENOID POWER TO THE GENERATOR STARTER CIRCUIT. STAIR W/ HANDRAIL PER VALVE TO OPEN DISC PACKAGED DAY OSHA GUIDELINES r, CONTROL WIRING WHILE FILLING. TANK BY VENDOR. 7 BY TANK SUPPLIER. - - - - - TO DAY TANK. - - EMERGENCY SHUT OFF 5' MIN PER exp U.S. Services Inc. HAND PUMP SWITCH BY GENERATOR O S LOW FUEL TANK INDICATOR REMOTE FILL CABINET O VENDOR. NFPA 31 LIGHT NEAR GENERATOR. t: +1.407.660.0088 f: +1.407.660.1655 SERVES BOTH FUEL S O 2601 Westhall Lane of OIL TANKS O _ _ _ _ 0 a a GENERATOR USAMaitland, FL 32751 •, STORAGE MANUAL SHUT OFF fig • www.exp.com • •y � TANK 120V � I 120V O VALVE PER NFPA 31. I '� z Pro'ect #: 21011327 s REMOTE � I O DAY TANK I 1 ELECTRONIC DT TO TANK LEVEL GAUGE Cert of Auth: 29701 • TANK DISPLAY L L - - I - - - - - - - _ _ _ J ex P O N.C. BYPASS VALVE 1. FOR HAND PUMPING O - SEAL tt1iltj����. � I I III -III I I 1 rF I III I" I I III III I I III III III III III III III III IIIIII-III III III I I y`� „�'°��F� �1� _ _ �'%�� - 6 METAL RUNNERS •' •, PROVIDE SUPPORTS III- NO VALVES IN THE RETURN LINE PER NFPA 31. UNDER DAY TANK PER �. .g CONCRETE PAD N11H.O. EMERGENCY MANUAL EVERY 8 OF PIPE LENGTH. NFPA 31. HIGH LEVEL OVER FLOW" SWITCH TO PROVIDE 1. $ #+C" -0. POLISHING FOOT VALVE To �.. I POLISHING PUMP. FUEL SHUTOFF VALVE PER NFPA 31 & 37. NOTIFICATION TO BAS OF OVER FLOW CONDITION. THIS "� BE AT BOTTOM OF TANK TO DUPLEX STRAINER SWITCH SHALL ALSO TURN ON THE RETURN PUMP. # OIL PACKAGED PUMP HOUSEKEEPING PAD PICK UP IMPURITIES. ASSEMBLY, SEE DETAIL. ASSEMBLY, SEE DETAIL. OVER PRESSURE HIGH &LOW LEVEL SWITCHES TO TURN � . ST''AlprE,�F FUEL OIL POLISHING RELIEF VALVE (65 PSI) LOW LEVEL SWITCH 'TANK EMPTY" SWITCH OFF/ON FUEL -OIL SUPPLY PUMP. r- ASSEMBLY, SEE DETAIL. 7 MAIN SUPPLY FOOT VALVE TO TO PROVIDE NOTIFICATION AT GENERATOR -FUEL OIL P ° *��'► BE 6" ABOVE BOTTOM OF TANK. ASSEMBLY,4 ECKAGED E DETTAIL.MP ANNUNCIA OR PANEL OF EMPTY DAY TANKCOITIO GENERATOR FUEL OIL F LOW D IAG RAM TIMOTHY P. PENNOCK - PE-54516 2 NTS THREADED CAP FOR 2-1/2" REGULAR AND 6" EMERGENCY VENT 2" NORMAL AND GENERATOR ADDITION TANK LEVEL GAUGE PUMP PRIMING. TO BE NOT MORE THAN 12' ABOVE GRADE THREADED CAP FOR EMERGENCY VENTS 120V DISCONNECT PROBE, SEE DETAIL. ANTI SIPHON VALVE AND NOT LESS THAN 5' FROM BUILDING PUMP PRIMING. INTEGRAL DUAL SWITCH BY M.C. AT HIGH POINT (5') OPENINGS. MAKE: OPW 23. ANTI SIPHON VALVE VENT COVERS RETURN PUMPS LOCKABLE N.0 BYPASS VALVE. OVERFILL AT HIGH POINT FUEL OIL N.C. SHUT OFF 24V/24VDC SOLENOID VALVE PER CONTAINMENT BOX TANK LEAK DETECTOR, LOCKABLE N.0 NFPA 37. CIRCUIT FROM GENERATOR STARTER CIRCUIT. RETURN SEE DETAIL BYPASS VALVE. VALVE TO CLOSE WHEN EMERGENCY STOP SWITCH CUTS TO TANK 24VDC N.0 SOLENOID POWER TO THE GENERATOR STARTER CIRCUIT. EXISTING FOS AND FOR LINES STAIRHANDRAIL PER PEN VALVE TO OPEN______, WHILE FILLING. DISC PACKAGED DAY TO RUN AND STANDBY BOILERS, Hunton GUIDELINES OSHA G CONTROL WIRING EMERGENCY SHUT OFF - TANK BY VENDOR. REFER TO FLOOR PLANS BY TANK SUPPLIER. r, TO DAY TANK. SWITCH AT EXIT DOOR. FITTING FROM STEEL O S 5' MIN PER LOW FUEL TANK INDICATOR _ _ _ _ REMOTE FILL CABINET N.O. EMERGENCY TO DOUBLE -WALL PIPE S O NFPA 31 CL 0 LIGHT NEAR GENERATOR. ARCH I T E C T SERVES BOTH FUEL O MANUAL SHUTOFF VALVE NO VALVES IN THE RETURN a M OIL TANKS I PER NFPA 31 & 37. LINES PER NFPA 31. - I - - - - 0 LL STORAGE 120V I TANK 120V O BELOW GRADE FUEL OIL z OILER PATHWAY, SEE DETAIL. EW DAY TANK DATE SUBMISSION NO REMOTE ELECTRONIC I O HAND PUMP N.C. BYPASS VALVE DT L TO TANK LEVEL GAUGE 12.17.21 CONSTRUCTION DOCUMENTS TANK DISPLAY FOR HAND PUMPING FL, BOILER BURNER WITH GRADE O INTEGRAL FUEL -OIL PUMP. CONCRETE PAD PIPE SLEEVES 6" METAL RUNNERS UNDER DAY TANK PER NFPA 31. NO VALVES IN THE RETURN LINE PER NFPA 31. POLISHING PUMP. FUEL CONTAINMENT SUMP 1 1/4" FOR POLISHING FOOT VALVE TO OIL PACKAGED PUMP 1" MANUAL SHUT OFF FOS HOUSEKEEPING PAD HIGH LEVEL "OVER FLOW" SWITCH TO BE AT BOTTOM OF TANK TO ASSEMBLY, SEE DETAIL. OVER PRESSURE VALVE PER NFPA 31. PROVIDE NOTIFICATION TO BAS OF OVER PICK UP IMPURITIES. RELIEF VALVE (65 PSI) DUPLEX STRAINER LOW LEVEL SWITCH "TANK EMPTY" SWITCH FLOW CONDITION. THIS SWITCH SHALL ALSO TURN ON THE RETURN PUMP. MAIN SUPPLY FOOT VALVE TO FUEL OIL PACKAGED PUMP ASSEMBLY, SEE DETAIL. TO PROVIDE NOTIFICATION AT GENERATOR FUEL OIL POLISHING BE 6" ABOVE BOTTOM OF TANK. ASSEMBLY, SEE DETAIL, ANNUNCIATOR PANEL OF EMPTY DAY TANK HIGH & LOW LEVEL SWITCHES TO TURN MECHANICAL DETAILS CONDITION. OFF/ON FUEL -OIL SUPPLY PUMP. ASSEMBLY, SEE DETAIL. 1 BOILER FUEL OIL FLOW DIAGRAM - BELOW GRADE PIPING PUMP AT TANK PROS. NO. H-15027.00 SHEET NTS DRAWN Author Mm601 ■ 2 ■ 3 ■ 4 ■ 5 . ■ 6 ■ 7 ■ 8 ■ 9 ■ 1.0 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8■ 9 ■ 13 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ m ■ L ■ K ■ J ■ H ■ G ■ F ■ F ■ D C ■ I ■ t� A �g AIR DISTRIBUTION SCHEDULE OPPOSED TAG TYPE CFM NECK SIZE FACE SIZE 1 BLADE MATERIAL FINISH MANUFACTURER/ MODEL IMAGE ACCESSORIES I LENGTH DAMPER DESCRIPTION CONFIGURATION (YIN) 0-90 91-200 To To 2424 2424 e 201-300 10"o 2424 \n CEILING DIFFUSER S-1 SUPPLY 301-450 12 o 2424 Y ALUMINUM WHITE TITUS TMS-AA SQUARE LOUVERED 451-600 14"o 24x24 0140 FACE "DROPPED CONE" 601-700 16"o 2424 0-90 6"o 12x12 0-90 6"o 2424 91-200 Yo 2424 s RETURN/ 201-300 10"o 2424 RETURN OR EXHAUST R-1 I E-1 EXHAUST 301-450 12"o 2424 N ALUMINUM WHITE TITUS PAR -AA GRILLE 451-600 14"o 2424 PERFORATED FACE 601-750 16"o 2424 751-1150 18x18 2424 " 1151-1600 22x22 2424 NOTES: 1. SEE ARCHITECTURAL PLANS FOR CEILING TYPE. PROVIDE LAY -IN TYPE BORDER FOR ACOUSTICAL TILE CEILINGS AND SURFACE MOUNT BORDER FOR GYPSUM BOARD AND OTHER TYPES OF CEILING OR WALLS. 2. PROVIDE 2424 MODULE FOR STANDARD LAY -IN CEILINGS. PROVIDE 12x12 MODULE FOR SMALL ROOMS WHERE 2424 GRID LOCATIONS ARE NOT AVAILABLE. 3. INCREASE NECK SIZE 2" FOR 2 AND 3 WAY BLOW APPLICATIONS. 4. DIFFUSER AND REGISTER COLOR AND FINISH SHALL BE SELECTED BY THE ARCHITECT. WHITE LISTED AS STANDARD. 5. PROVIDE SQUARE TO ROUND TRANSITION FOR RETURN, EXHAUST AND TRANSFER GRILLES WHERE THEY ARE CONNECTED WITH FLEXIBLE DUCTWORK. 6. PROVIDE SECTIONING BAFFLES FOR 1,2, AND 3 WAY BLOW APPLICATIONS. 7. FOR FIRE RATED CEILING, PROVIDE DIFFUSER WITH MANUFACTURER'S FIRE RATED OPTION. 8. FOR CEILING MOUNTED RETURN/EXHAUST GRILLES, PROVIDE MINIMUM 3" PLENUM BEHIND GRILLE. FAN COIL UNITS (CHW1HW) UNIT NO. MANUFACTURER & MODEL NUMBER TRANE SERVICE LOCATION SUPPLY FAN OUTSIDE AIR CFM FILTER MERV RATING COOLING COIL (CHILLED WATER) HEATING COIL (HOT WATER) ELECTRICAL DATA OPER. WT. (LBS) NOTES ELEVATION (FT) 0 CAPACITY (MBH) EAT (OF) LAT (OF) MAX, FACE VEL. (FPM) MAX. AIR PD (IN WG) EWT (OF) LWT (OF) GPM MAX WPD (FT HD) ROWS I FPI EAT (OF) I LAT (OF) MAX AIR PD (IN WG) CAP (MBH) EWT (OF) LWT (OF) GPM MAX. WPD (FT HD) ROWS I FPI VOLT PH HZ EMER. POWER (YIN) CFM ESP (IN. WG) OP. SPEED (HI, MED, LOW) HP TOTAL SENSIBLE DB WB DB WB FCU-1 BCHD-54 ELECTRICAL ROOM ELECTRICAL ROOM 1,500 0.25 MED 1 0 8 35.6 30.1 77.0 65.0 58.5 57.5 400 0.5 45 55 1 7.1 12.0 4 N/A N/A N/A I N/A NIA N/A N/A N/A N/A 120 1 60 Y 220 - FCU-2 BCHD-54 EMERG. ELEC. ROOM EMERG. ELEC. ROOM 1,250 0.25 MED 1 0 8 29.7 25.1 77.0 65.0 5&5 57.5 400 0.5 45 55 5.9 12.0 4 N/A N/A N/A N/A N/A NIA N/A N/A N/A 120 1 60 Y 240 - FCU-3 BCHD-54 EMERG. ELEC. ROOM EMERG. ELEC. ROOM 1,250 0.25 MED 1 0 8 29.7 25.1 77.0 65.0 58.5 57.5 400 0.5 45 55 5.9 12.0 4 N/A N/A N/A N/A N/A N/A N/A N/A NIA 120 1 60 Y 240 - FCUA BCHD-36 MAINTENANCE MAINTENANCE 900 1 0.25 MED 1/ 2 70 8 20.0 16.2 75.0 64.5 58.5 57.5 400 0.5 45 55 4.0 1 12.0 4 66 80 0.2 13.5 140 120 1.3 12.0 2 120 1 60 Y 170 1 GENERAL NOTES: ' A. REFER TO DIVISION 23 SPECIFICATION'COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT' FOR SPECIFIC REQUIREMENTS AND SCOPE FOR CONTROL WIRING, POWER WIRING, DISCONNECT AND STARTING MEANS. NOTES: 1 PROVIDE HEATING COIL IN REHEAT CONTROL FOR DEHUMIDIFICATION MODE INDEXED BY SPACE HUMIDISTAT. 3 EXHAUST FANS MOTOR DATA ELECTRICAL DATA UNIT NO. MANUFACTURER &MODEL SERVICE LOCATION FAN TYPE DRIVE CFM ESP FAN RPM MAX. SOUND BACKDRAFT DAMPER INTERLOCK/ STARTING OPER. WT. NOTES EMERG. NUMBER (IN. WG) (SONES) (YIN) CONTROLLED BY MEANS BHP HP RPM VOLT PH HZ POWER LBS (LBS) (YIN) EF-1 GREENHECK CUE-140-VG GENERATOR ROOM ROOF UPBLAST DIRECT 1,475 0.5 1,089 15 Y N/A INTEGRAL 0.2 0.5 1,400 120 1 60 Y 70 - GENERAL NOTES: A. REFER TO DIVISION 23 SPECIFICATION'COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT FOR SPECIFIC REQUIREMENTS AND SCOPE FOR CONTROL WIRING, POWER WIRING, DISCONNECT AND STARTING MEANS. B. FOR FANS WITH MOTORS THAT ARE 120V AND 1 HP OR LESS, PROVIDE CONTROL RELAY TO ALLOW INTERLOCKING WITH AIR HANDLING UNITS OR OTHER CONTROL SYSTEMS WHERE REQUIRED. NOTES: 1 PROVIDE NOA RATED FAN AND CURB MOUNTING ASSEMBLY. 2 3 FUEL OIL DAY TANKS UNIT NO. MANUFACTURER &MODEL NUMBER SERVICE LOCATION CAPACITY (GAL). WIDTH (IN) HEIGHT (IN) DEPTH (IN) SUPPLY PUMP RETURN PUMPS CONTROL POWER (VOLTS) EMERG.OPER. POWER (YIN) WT. (LBS) NOTES PUMP DATA ELECTRICAL PUMP DATA (PER PUMP) ELECTRICAL GPM HP VOLT PH HZ CITY GPM HP VOLT PH HZ DT-G1 AX1200 GENERATORS GENERATOR ROOM 200 66 81 40 N/A N/A N/A N/A NIA 2 16 1 120 1 60 120 Y - 1, 2, 4 DT-G2 AX1200 GENERATORS GENERATOR ROOM 200 66 81 40 N/A N/A N/A N/A N/A 2 16 1 120 1 60 120 Y - 1,2 DT-G3 AX1200 GENERATORS GENERATOR ROOM 200 66 81 40 NIA N/A N/A N/A N/A 2 16 1 120 1 60 120 Y - 1,2 DT-B1 AX1200 BOILERS BOILER ROOM 200 66 81 40 N/A N/A N/A N/A N/A 2 16 1 120 1 60 120 Y - 1,3 GENERAL NOTES: A. REFER TO DIVISION 23 SPECIFICATION'COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT FOR SPECIFIC REQUIREMENTS AND SCOPE FOR CONTROL WIRING, POWER WIRING, DISCONNECT AND STARTING MEANS. NOTES: 1 RETURN PUMP TO EXCEED SUPPLY PUMP CAPACITY BY 10%. 2 DAY TANK SERVES GENERATOR WITH 100% FUEL CONSUMPTION OF 79.2 GALLONS / HOUR. 3 DAY TANK SERVES TWO EXISTING BOILERS WITH 100% FUEL CONSUMPTION OF 75 GALLONS/ HOUR CONFIGURED AS RUN AND 100% STANDBY BOILERS. 4 INSTALL TANK IN FUTURE PHASE. UNIT HEATERS (HOT WATER) ELEVATION (FT) 0 AIR HYDRONIC ELECTRICAL DATA UNIT NO. MANUFACTURER & MODEL NUMBER SERVICE LOCATION OPER. WT. (LBS) ) NOTES OUTPUT EAT LAT EWT LWT MAX EMER. TYPE (MBH) CFM (OF) (OF) GPM (OF) (OF) WATTS HP VOLT PH HZ POWER(YIN) (FWPD T HD) UH-1 MODINE HCH104 GENERATOR RM GENERATOR RM HORIZONTAL THROW 100.2 1,800 60 - 10.0 140 120 10.0 - 1/6 120 1 60 Y 93 1,2 GENERAL NOTES: A. REFER TO DIVISION 23 SPECIFICATION'COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT FOR SPECIFIC REQUIREMENTS AND SCOPE FOR CONTROL WIRING, POWER WIRING, DISCONNECT AND STARTING MEANS. NOTES: 1 PROVIDE WITH MANUFACTURER'S HANGING BRACKET. 2 PROVIDE WITH INTEGRAL CONTROLS WITH 2 WAY VALVE, THERMOSTAT. THERMOSTAT TO INCLUDE SUMMER FAN "AUTO -ON" SWITCH PUMPS- FUEL OIL UNIT NO. MANUFACTURER & MODEL NUMBER SERVICE LOCATION PUMP TYPE CAPACITY (GPM) PSI STARTING MEANS MOTOR DATA ELECTRICAL DATA NOTES HP RPM VOLT PH HZ EMERG. POWER P-G1A AXI FTS 2010 GENERATORS EQUIPMENT YARD POS. DISPL. 10 - INTEGRAL STARTER 3/4 - 120 1 60 Y 1,2,3 P-G1 B AXI FTS 2010 GENERATORS EQUIPMENT YARD POS. DISPL. 10 - INTEGRAL STARTER 3/ 4 - 120 1 60 Y 1,2,3 P-131A AXI FTS 2010 BOILERS EQUIPMENT YARD POS. DISPL. 10 - INTEGRAL STARTER 3/ 4 - 120 1 60 Y 1,2,3 P-BIB AXI FTS 2010 BOILERS EQUIPMENT YARD POS. DISPL. 10 - INTEGRAL STARTER 3/ 4 - 120 1 60 Y 1,2,3 P-Pi AXI STS 6010 FUEL POLISHING EQUIPMENT YARD POS. DISPL. 10 - INTEGRAL STARTER 3/ 4 - 120 1 60 Y 1,2,3,4 P-P2 AXI STS 6010 FUEL POLISHING EQUIPMENT YARD POS. DISPL. 10 - INTEGRAL STARTER 3/ 4 - 120 1 60 Y 1,2,3,4 GENERAL NOTES: A. REFER TO DIVISION 23 SPECIFICATION'COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT FOR SPECIFIC REQUIREMENTS AND SCOPE FOR CONTROL WIRING, POWER WIRING, DISCONNECT AND STARTING MEANS. NOTES: 1 PUMPS ARE FOR #2 FUEL OIL. 2 DUPLEX PUMP CONTROL LOGIC OPERATES ONE PUMP AT TIME, SECOND PUMP IS STAND BY. 3 REFER TO SPECIFICATION FOR DUPLEX PUMP SET REQUIREMENTS. 4 REFER TO SPECIFICATION FOR FUEL FILTRATION SYSTEM REQUIREMENTS. FUEL OIL TANKS UNIT NO. MANUFACTURER & MODEL SERVICE LOCATION TYPE TANK CAPACITY DIA. OVERALL HEIGHT LENGTH TANK WT. OPER. WT. NOTES NUMBER (GAL) (IN) (IN) (IN) (LBS) (LBS) FOT-1 HIGHLAND TANK FIREGUARD GENERATOR I BOILER EQUIPMENT YARD HORIZONTAL 12,000 10'4" 11'-0' 21'-3" - 1, 2, 3 FOT-2 HIGHLAND TANK FIREGUARD GENERATOR I BOILER EQUIPMENT YARD HORIZONTAL 12,000 10'-6" 11'-0' 21'-3" - - 1, 2, 3 NOTES: 1 PROVIDE WITH MANUFACTURER'S MOUNTING CRADLES WELDED TO TANK. 2 PROVIDE WITH OSHA ACCESS PLATFORM AND LADDER. 3 TANKS ARE CONNECTED TO ALLOW GENERATOR OR BOILERS TO DRAW FUEL FROM EITHER TANK. INTAKE / RELIEF HOODS HOOD THROAT THROAT MAX. UNIT N0. MANUFACTURER & MODEL SERVICE LOCATION TYPE CAPACITY HEIGHT W x L AREA SP THROAT DAMPER CURB OPER. WT. NOTES NUMBER RELIEF/INTAKE (CFM) W/O CURB (IN) (FT2) (IN WG) VELOCITY TYPE HEIGHT (LBS) (IN) (FPM) IH-1 GREENHECK/FGI-8 MAINTENANCE ROOF INTAKE 70 20 8X8 0.44 0.008 250 MOTOR - 37 1,2,3 NOTES: 1 PROVIDE WITH BIRD SCREEN. 2 PROVIDE WITH MOTOR OPERATED DAMPER. 2 PROVIDE NOA RATED HOOD AND MOUNTING CURB. INTAKE TO BE A MINIMUM OF 3 FEET ABOVE FINISHED ROOF, PROVIDE WITH TALL BASE OPTION. exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA J 0 www.exp.com 0 y Project #: 21011327 ite Cert of Auth: 29701 ex qfJ nton WK92 A R C H IT E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS MECHANICAL SCHEDULES. PROJ. NO. H-15027.00 SHEET DRAWN Author M- ? ■ ■ 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com. License AR01515 2 4 5 6 7 10 11 12 m 13 14 15, 0 16 0 17 m 19 0 20 R P 0 N M L K J H G F E D m C B A 2 Z, ABBREVIATIONS A AMPERES HP HORSEPOWER AAC ABOVE ACCESSIBLE CEILING HZ HERTZ AC ALTERNATING CURRENT IG ISOLATED GROUND ADA AMERICANS WITH DISABILITIES ACT JB JUNCTION BOX AF AMPEREFRAME KCMIL THOUSAND CIRCULAR MILS AFCI ARC FAULT CIRCUIT INTERRUPTOR KVA KILOVOLT -AMPERES AFF ABOVE FINISHED FLOOR KVAR KILOVOLT -AMPERES, REACTIVE AFG ABOVE FINISHED GRADE KW KILOWATTS AFU AMPEREFUSE LTG LIGHTING AIC AMPERES INTERRUPTING CAPACITY, MAX MAXIMUM SYMMETRICAL MCB MAIN CIRCUIT BREAKER AL ALUMINUM MCC MOTOR CONTROL CENTER ARCH ARCHITECT MECH MECHANICAL AS AMP SWITCH AT AMP TRIP MIN MINIMUM ATS AUTOMATIC TRANSFER SWITCH MLO MAIN LUGS ONLY AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH BFC BELOW FINISHED CEILING MVA MEGAVOLT-AM PERES BFG BELOW FINISHED GRADE N NEUTRAL BKBD BACKBOARD NA NOT APPLICABLE BOH BACK OF HOUSE NC NORMALLY CLOSED C CONDUIT NEC NATIONAL ELECTRICAL CODE CAT CATALOG NF NON FUSED CB CIRCUIT BREAKER NO NORMALLY OPEN CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED NTS NOT TO SCALE CKT CIRCUIT Oc ON CENTER CLG CEILING OFCI OWNER FURNISHED CONTRACTOR co CONDUIT ONLY INSTALLED CONT CONTINUATION OFOI OWNER FURNISHED OWNER INSTALLED Cu COPPER 0,PH PHASE CT CURRENTTRANSFORMER PC PHOTOCELL A DELTA PIR PASSIVE INFRARED DIV DIVISION POC POINT OF CONNECTION DWG DRAWING POS POINT OF SALE EA EACH PLBG PLUMBING EC EMPTY CONDUIT PT POTENTIAL TRANSFORMER ELEC ELECTRICAL PVC POLYVINYL CHLORIDE EM EMERGENCY PWR POWER EMT ELECTRICAL METALLIC TUBING QTY QUANTITY EO ELECTRICALLY OPERATED REC RECESSED EP �XPLOSION PROOF RECPT RECEPTACLE EPO fMERGENCY POWER OFF REF REFRIGERATOR EQUIP EQUIPMENT RGS RIGID GALVANIZED STEEL ERMS ENERGY -REDUCING MAINTENANCE SWITCH SPD SURGE PROTECTIVE DEVICE EWC ELECTRIC WATER COOLER ST SHUNT TRIP EXIST EXISTING SURF SURFACE EXT EXTERIOR SWBD SWITCHBOARD FA FIRE ALARM SWGR SWITCHGEAR FACP FIRE ALARM CONTROL PANEL TBD TO BE DETERMINED FAA FIRE ALARM ANNUNCIATOR TYP TYPICAL FOH FRONT OF HOUSE UG UNDERGROUND FT FEET OR FOOT UNO UNLESS NOTED OTHERWISE FU FUSE V VOLTS G GROUND VFD VARIABLE FREQUENCY DRIVE GEN GENERATOR W WATTS GFCI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHER PROOF GFI GROUND FAULT INTERRUPTER XFMR TRANSFORMER GFP GROUND FAULT PROTECTION Y WYE HPRS HORSEPOWER RATED SWITCH HOA HAND OFF AUTOMATIC DEVICE MOUNTING HEIGHT DIAGRAM NOTE MOUNTING HEIGHTS FOR DEVICES UNLESS NOTED OTHERWISE 4" 4- 11 A H BACKSPLASH EN 48" FLUUM RECEPTACLE COMMUNICATION ABOVE ABOVE WALL SWITCH, LOW VOLTAGE & TV COUNTER COUNTER SWITCH, WALL SWITCH RECEPTACLE COMMUNICATIONS OCCUPANCY SENSOR, TIMER & WALLBOX DIMMER CEILING 12� MAX TO TOP NOTED NOTED ON ON PLANS PLANS 60" 48" 48" 48" FLOOR WALL PHONE CARD READER, SHUNT TRIP TIMECLOCK WALL MOUNTED WALL KEYPAD,RTE, PUSHBUTTON (LIGHTING CAMERA, & PTZ MOUNTED PUSHPLATE, DOORBELL, (EMERGENCY CONTROL) CAMERA SPEAKER & BIOMETRIC READER POWER OFF) MIMI CL 6" H H< 1:1< 90" (AUDIBLE 8" BELOW CEILING, DEVICES SHALL DOOR MAXIMUM 12'-O"AFF. NOT BE CLOSER THAN 6"TO TOP 0, OF DEVICE TO CEILING IN LOW 48" CEILIN AREAS) 10"-12" 10"-12" FLOOR WALL WALL MOUNTED FIRE ALARM FIRE ALARM WALL MOUNTED EMERGENCY PULL VISUAL, AUDIO & OCCUPANCY LIGHT STATION AUDIONISUAL SENSOR NOTIFICATION ;- E -,;- E 18" 18" FIRE ALARM SYSTEM XXcd FIRE ALARM VISUAL DEVICE, WALL XXcd FIRE ALARM VISUAL DEVICE, CEILING MOUNTED. 'XXcd' INDICATES STROBE MOUNTED.XXcd'INDICATES STROBE CANDELA RATING CANDELA RATING 75cd UNLESS NOTED OTHERWISE 75cd UNLESS NOTED OTHERWISE LK FIRE ALARM AUDIO DEVICE, WALL 0< FIRE ALARM AUDIO DEVICE, CEILING MOUNTED MOUNTED XXcd FIRE ALARM AUDIO/VISLIAL DEVICE, XXcd FIRE ALARM ALIDIO/VISUAL DEVICE, m< X WALL MOUNTED. 'XXcd'INDICATES 0< X CEILING MOUNTED.'XXcd'INDICATES STROBE CANDELA RATING STROBE CANDELA RATING. 75cd UNLESS NOTED OTHERWISE 75cd UNLESS NOTED OTHERWISE NOTE: FOR ABOVE AUDIO AND AUDIONISUAL DEVICES, SUBSCRIPT X INDICATES: (IF NO SUBSCRIPT ADJACENT TO SYMBOL ON PLANS THEN REFER TO SPECIFICATIONS FOR DEVICE TYPE.) H - HORN S - SPEAKER M - MINI HORN 0 CARBON MONOXIDE DETECTOR, CEILING MOUNTED FIRE ALARM PULL STATION HEAT DETECTOR 1) SMOKE DETECTOR, CEILING MOUNTED SMOKE DETECTOR, WALL MOUNTED CO - WITH CARBON MONOXIDE CO - WITH CARBON MONOXIDE E - ELEVATOR RECALL E - ELEVATOR RECALL SB - INTEGRAL SOUNDER BASE SB - INTEGRAL SOUNDER BASE SS - NON SYSTEM SINGLE STATION TYPE SS - NON SYSTEM SINGLE STATION TYPE X SMOKE DETECTOR, DUCT MOUNTED. TX BEAM SMOKE DETECTOR, SUBSCRIPT SUBSCRIPT'X' INDICATES UNIT SERVED 'X'INDICATES: FIRE/SMOKE DAMPER BT - BEAM TRANSMITTER BR - BEAM RECEIVER TAMPER SWITCH SMOKE DAMPER 7RT REMOTE TEST STATION FLOW SWITCH A F FIREFIGHTERS TELEPHONE OUTLET PRESSURE ALARM [K-B] KNOX BOX CONTROL RELAY i FIRE ALARM PANEL ELECTRO-MAGNETIC DOOR HOLDER XXXX E XXXX INDICATES TYPE ELECTRIC FIRE BELLJGONG FACP - FIRE ALARM CONTROL PANEL FATC - FIRE ALARM TERMINAL CABINET FAA - FIRE ALARM REMOTE ANNUNCIATOR ASD - ASPIRATING SMOKE DETECTION CONTROLPANEL VEP - VOICE EVACUATION PANEL COMMUNICATIONS SYSTEM X DATA OUTLET, WALL MOUNTED < X VOICE OUTLET, WALL MOUNTED X DATA OUTLET, FLOOR MOUNTED [A X VOICE OUTLET, FLOOR MOUNTED *X DATA OUTLET, CEILING MOUNTED QX VOICE OUTLET, CEILING MOUNTED X VOICE -DATA OUTLET, WALL MOUNTED 04 AUDIO/VISUAL OUTLET, WALL MOUNTED X VOICE -DATA OUTLET, FLOOR MOUNTED AUDIONISUAL OUTLET, FLOOR MOUNTED (�)x VOICE -DATA OUTLET, CEILING AUDIONISUAL OUTLET, CEILING MOUNTED MOUNTED NOTE: FOR ABOVE VOICE, DATA AND AUDIONISUAL DEVICES, SUBSCRIPT'X'INDICATES: C ABOVE BACKSPLASH OF CABINET, OR COUNTERTOP PV - PHOTO VENDOR F FURNITURE OR MILLWORK MOUNTED RP - RIDE PHONE -MOUNT 48"A.F.F. H HORIZONTALLY MOUNTED W - WALL PHONE -MOUNT 48"A.F.F. POS - DEDICATED FOR POINT OF SELL OUTLET WP - WEATHER PROOF X SPEAKER WALL MOUNTED 4) SPEAKER CEILING MOUNTED 1� CCTV CAMERA, WALL MOUNTED CCTV CAMERA, CEILING MOUNTED 1-� TV OUTLET - WALL MOUNTED TV OUTLET - CEILING MOUNTED PLYWOOD BACKBOARD COMMUNICATIONS SYSTEMS NOTES: 1. FOR WALL AND CEILING MOUNTED DEVICES PROVIDE 4-11/16"BY 2-1/8" DEEP BACKBOX WITH SINGLE GANG REDUCTION RING AT EACH LOCATION, LINO. 2. PROVIDE A 1n CONDUIT FROM EACH JUNCTION BOX BACK TO CLOSEST LOW VOLTAGE CABLE PATHWAY (CABLE TRAY, J HOOKS) IF SHOWN ON DRAWINGS OR UP ABOVE ACCESIBLE CEILING IF LOW VOLTAGE CABLE PATHWAYS ARE NOT SHOWN OR SPECIFIED IN SPECIFICATIONS, UNO. ELECTRONIC ACCESS CONTROL SYSTEM- PROXIMFrY/CARD READER DOOR CONTACT ELECTRIC STRIKE ACCESS CONTROL PANEL MAGNETIC LOCK ELECTRONIC ACCESS CONTROL SYSTEM NOTES: 1. PROVIDE A 4-11/16" SQUARE BY 2-1/8" DEEP BACK BOX WITH A SINGLE GANG REDUCTION RING AT EACH LOCATION UNO. 2. PROVIDE A 3/4" CONDUIT ROUTED TO THE ACCESS CONTROL JUNCTION BOX LOCATED ABOVE THE DOOR LINO, 3. DOOR RELEASE BUTTON SHALL BE SURFACE MOUNTED TO UNDERSIDE OF COUNTER/DESK. MOUNT THE BACKBOX DIRECTLY BELOW THE COUNTER PROVIDE AND INSTALL SURFACE MOUNTED RACEWAY FROM THE BACKBOX TO THE DOOR RELEASE BUTTON LOCATION LINO. LINE TYPES —U-OH— UTILITY OVERHEAD ELECTRICAL DISTRIBUTION U-E— UTILITY UNDERGROUND ELECTRICAL DISTRIBUTION ,E— 600 VOLT UNDERGROUND ELECTRICAL DISTRIBUTION —MV— MEDIUM VOLTAGE UNDERGROUND ELECTRICAL DISTRIBUTION —OH (X) OVERHEAD ELECTRICAL DISTRIBUTION "X" INDICATES SYTEM TYPE. EA -EQUIPMENT A, EB-EQUIPMENT B, CA -CRITICAL A, CB -CRITICAL B, N-NORMAL, L-LIFESAFTY, &GENERATOR APPLICABLE CODES & STANDARDS FLORIDA BUILDING CODE - 7TH EDITION (2020), BUILDING FLORIDA BUILDING CODE - 7TH EDITION (2020), EXISTING BUILDING FLORIDA BUILDING CODE - 7TH EDITION (2020), FUEL GAS FLORIDA FIRE PREVENTION CODE - 7TH EDITION (2020) FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF RESIDENTIAL HEALTH, CARE AND SUPPORT FACILITIES - 2018 EDITION NATIONAL FIRE PROTECTION ASSOCIATION NFPA 31, 2016 EDITION, STANDARD FOR THE INSTALLATION OF OIL -BURNING EQUIPMENT NFPA 37,2018 EDITION, STANDARD FOR THE INSTALLATION AND USE OF STATIONARY COMBUSTION ENGINES AND GAS TURBINES NFPA 54,2018 EDITION, NATIONAL FUEL GAS CODE NFPA 70,2017 EDITION, NATIONAL ELECTRICAL CODE NFPA 72,2016 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE NFPA 99,2018 EDITION, HEALTH CARE FACILITIES CODE NFPA 101, 2018 EDITION, THE LIFE SAFETY CODE (FLORIDA-SPECIFIC EDITION) NFPA 110, 2016 EDITION, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS NFPA 170,2015 EDITION, STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS NFPA 241, 2013 EDITION, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS NFPA 704,2017 EDITION, STANDARD SYSTEM FOR THE IDENTIFICATION OF THE HAZARDS OF MATERIALS FOR EMERGENCY RESPONSE INDUSTRY STANDARDS AND TESTING COMPANIES UNDERWRITERS LABORATORIES INC. (UL) AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM) NOTE: THIS LIST IS NOT COMPREHENSIVE. THE CODES, GUIDELINES, AND STANDARDS NOT REFERENCED HERE MAY BE APPLICABLE TO THIS PROJECT. LIGHTING R10— UPPER CASE LETTERS INDICATES THE LIGHTING FIXTURE SERIES TYPE, 7a "*-� NUMBER INDICATES A DIFFERENT FIXTURE TYPE WITHIN THE SERIES NUMBER INDICATES CIRCUIT NUMBER, LOWER CASE LETTER INDICATES SWITCH LEG LIGHT FIXTURE SHADING LEGEND - TYPICAL EACH FIXTURE TYPE NORMALBRANCH NEC 700 NEC 517 LIFE SAFETY CRITICAL BRANCH BRANCH AND/OR BATTERY PACK 0 TROFFER STRIP LIGHT ADJUSTABLE DOWNLIGHT SCONCE RECESSED STRIP LIGHT PENDANT WALL MOUNTED STRIP LIGHT ,BPLLARD 0 CIRCULAR APERTURE DOWNLIGHT POLE MOUNTED LIGHT Ej SQUARE APERTURE DOWNLIGHT SURFACE MOUNTED SPECIALTY LIGHT WALL MOUNTED CHARACTER qB* WALL MOUNTED SPECIALTY LIGHT BASE MOUNTED CHARACTER TRACK MOUNTED SPECIALTY LIGHT RECESSED PATH LIGHT SURFACE MOUNTED ACCENT LIGHT SURFACE PATH LIGHT WALL MOUNTED ACCENT LIGHT INGRADE UPLIGHT TRACK MOUNTED ACCENT LIGHT INGRADE DIRECTIONAL UPLIGHT SURFACE MOUNTED CHARACTER Ell UNDERWATER LIGHT PENDANT MOUNTED CHARACTER SURFACE UNDERWATER LIGHT THEATRICAL LEKO FAN C::--1 THEATRICAL FOLLOW SPOT TRACK THEATRICAL PAR LINEAR LIGHT Q THEATRICAL FRESNEL LINEAR SLOT LIGHT Amt EMERGENCY LIGHT MULTILAMP STRING LIGHT EXIT SIGNS At CEILING MOUNTED SINGLE FACE EXIT CEILING MOUNTED DOUBLE FACE EXIT SIGN -ARROWS INDICATE DIRECTION SIGN -ARROWS INDICATE DIRECTION IA� WALL MOUNTED SINGLE FACE EXIT SIGN WALL MOUNTED DOUBLE FACE EXIT X ARROWS INDICATE DIRECTION SIGN -ARROWS INDICATE DIRECTION SUBSCRIPT'L'INDICATES LOW LEVEL EXIT SIGN WALL END -MOUNTED SINGLE FACE EXIT SIGN ARROWS INDICATE DIRECTION SWITCHES CONTROLS X WALL MOUNTED SWITCH OCCUPANCY AND VACANCY SENSORS ab 'ab'INDICATES INDIVIDUAL GANGED SWITCHES AND ASSOCIATED SWITCH LEGS CONTROLLED, SUBSCRIPTW X OCCUPANCYNACANCY SENSOR, INDICATES: ab CEILING MOUNTED 2 - DOUBLE POLE OCCUPANCYNACANCY SENSOR, WALL 3 - THREE WAY X I-4ab MOUNTED (REFER TO MOUNTING HEIGHT 4 - FOUR WAY LEGEND) D - WALL BOX DIMMER X OCCUPANCYNACANCY SENSOR, WALL EP - EXPLOSION PROOF ab SWITCH TYPE H - HORSEPOWER RATED K - KEY OPERATED NOTE:'ab' INDICATES SWITCH LEGS LV - LOW VOLTAGE TYPE CONTROLLED, SUBSCRIPTW P - PILOT LIGHT INDICATES: T - WALL BOX TIMER W - WIRELESS VS - VACANCY SENSOR TYPE WP - WEATHER PROOF OS - OCCUPANCY SENSOR TYPE LV - LOW VOLTAGE SWITCH LIGHTING CONTROL PANEL CONTROL W - WIRELESS [-L—Cp] STATION SUBSCRIPT'X' INDICATES X CONTACTOR, SUBSCRIPT'X'INDICATES UNIQUE IDENTIFIER LIGHTING CONTROL WALL STATION, UNIQUE IDENTIFIER x SUBSCRIPTW INDICATES UNIQUE IDENTIFIER X PHOTOCELL TIME CLOCK, SUBSCRIPTX' INDICATES FA—LC-R] AUTOMATIC LOAD CONTROL RELAY X UNIQUE IDENTIFIER (EMERGENCY LIGHTING) BRANCH CIRCUIT EMERGENCY LIGHTING FBC E LTS X DAYLIGHT SENSOR, CEILING MOUNTED TRANSFER SWITCH (EMERGENCY LIGHTING) &GRADE BOXES XX HANDHOLE HXXX- -X BOX NUMBER XX MANHOLE SIZE DESIGNATION/TYPE BOX TYPE [P]XX PULLBOX HH-HANDHOLE MH-MAHHOLE PB-PULLBOX DEVICE NOTES: UTILITY TYPE REFER TO DETAILS FOR EXACT BOX TYPE, SIZE AND C-COMMUNICATION SPECIFICATIONS. P-POWER EXAMPLE: CMH-1-01 POWER CONNECTIONS JUNCTION BOX, WALL MOUNTED Q) JUNCTION BOX, CEILING MOUNTED SPECIAL EQUIPMENT CONNECTION, WALL MOUNTED. SUBSCRIPTW SPECIAL EQUIPMENT CONNECTION, �-e INDICATES UNIQUE IDENTIFIER, REFER CEILING MOUNTED. SUBSCRIPT'X' INDICATES UNIQUE IDENTIFIER, REFER X TO EQUIPMENT CONNECTION x SCHEDULE. TO EQUIPMENT CONNECTION SCHEDULE. DISCONNECT SWITCH, REFER TO COMBINATION MOTOR STARTER LLI EQUIPMENT CONNECTION SCHEDULE DISCONNECT, REFER TO EQUIPMENT, FOR DISCONNECT TYPE, LINO CONNECTION SCHEDULE FOR DISCONNECT TYPE, UNO MOTOR, SUBSCRIPT X DENOTES LH VARIABLE FREQUENCY DRIVE I(YX MOTOR DESIGNATION, REFER TO EQUIPMENT CONNECTION SCHEDULE SHUNT TRIP PUSH BUTTON POWER POLE B - BUILDING SHUNT TRIP OR - LIGHTING OVERRIDE RECEPTACLES [--Q DUPLEX RECEPTACLE, WALL MOUNTED I,# DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED DUPLEX RECEPTACLE, ABOVE DOUBLE DUPLEX RECEPTACLE, ABOVE 44 BACKSPLASH OF CABINET, BACKSPLASH OF CABINET, COUNTERTOP OR SINK COUNTERTOP OR SINK 0 DUPLEX RECEPTACLE, FLUSH MTD IN 0 DOUBLE DUPLEX RECEPTACLE, FLUSH CEILING MOUNTED IN CEILING HALF SWITCHED DUPLEX RECEPTACLE, SIMPLEX RECEPTACLE, WALL MOUNTED WALL MOUNTED SPECIAL PURPOSE RECEPTACLE, WALL 0 SPECIAL PURPOSE RECEPTACLE, MOUNTED. NEMA CONFIGURATION AS CEILING MOUNTED NEMA TYPE NOTED ON PLANS TYPE CONFIGURATION AS NOTED ON PLANS OCCUPANCY CONTROLLED/SWITCHED 14 OCCUPANCY CONTROLLED/SWITCHED DUPLEX RECEPTACLE, ABOVE DUPLEX RECEPTACLE, WALL MOUNTED BACKSPLASH OF CABINET, OCCUPANCY CONTROLLED/ HALF COUNTERTOP OR SINK 14� SWITCHED DOUBLE DUPLEX OCCUPANCY CONTROLLED/ HALF RECEPTACLE, WALL MOUNTED SWITCHED DOUBLE DUPLEX MA- MULTI -OUTLET ASSEMBLY, "X" RECEPTACLE, ABOVE BACKSPLASH OF X INDICATES TYPE CABINET, COUNTERTOP OR SINK X — RECEPTACLE TYPE r:�D 12— NUMBER INDICATES BRANCH CIRCUIT NUMBER NOTE: FOR ABOVE DEVICES, SUBSCRIPT'X' INDICATES: CK - CLOCK HANGER EQ - EQUIPMENT MOUNTED EP - EXPLOSION PROOF F- FURNITURE OR MILLWORK MOUNTED EWC - ELECTRIC WATER COOLER H - HORIZONTALLY MOUNTED GFI GROUND FAULT INTERRUPTER SS - SURGE SUPPRESSION IG ISOLATED GROUND WP - WEATHERPROOF T -TAMPER PROOF U - USB TYPE RECEPTACLE BUNCH CIRCUIT SHADING_ * SEE RECEPTACLE TYPES BELOW FOR CONFIGURATION SHADING REPRESENTS RECEPTACLE SHADING REPRESENTS RECEPTACLE NEC 700 - LIFE SAFETY BRANCH ON NEC 517 CRITICAL BRANCH SHADING REPRESENTS RECEPTACLE ON NEC 701/517 STANDBY/EQUIPMENT 11�0 SHADING REPRESENTS RECEPTACLE BRANCH ON UPS BRANCH FLOOR OUTLETS F0 FLOOR BOX, SINGLE SERVICE TYPE F@-] FLOOR BOX, SINGLE SERVICE TYPE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE FV--q-D] FLOOR BOX, MULTI -SERVICE TYPE FLOOR BOX, MULTI -SERVICE TYPE, DOUBLE DUPLEX/COMMUNICATIONS DUPLEX/COMMUNICATIONS OUTLET OUTLET POKE THRU, SINGLE SERVICE TYPE FLOOR BOX, SINGLE -SERVICE TYPE DUPLEX RECEPTACLE JBOX (POWER) - LINO POKE THRU, MULTI -SERVICE TYPE FV ul) FLOOR BOX, MULTI -SERVICE TYPE POWER/COMMUN [CATIONS OUTLET JBOX (POWER)/COMMUNICATIONS POKE THRU, MULTI -SERVICE TYPE POKE THRU, SINGLE SERVICE TYPE DOUBLE DUPLEX RECEPTACLE JBOX (POWER)ICOMMUNICATIONS POKE THRU, SINGLE -SERVICE TYPE POKE THRU, MULTI -SERVICE TYPE, DOUBLE DUPLEX/COMMUNICATIONS JBOX (POWER) - UNO OUTLET FLOOR BOX TYPE (REFER TO SPECIFICATIONS FOR FLOOR BOX TYPES AND X — CATALOG NUMBERS AND QUANTITY AND SIZES OF CONDUITS TO EACH BOX,UNO) 12— NUMBER INDICATES BRANCH CIRCUIT NUMBER FLOOR BOX, CONFIGURATION AS INDICATED, FLUSH MOUNTED, UNLESS OTHERWISE NOTED. NOTE: FOR ABOVE DEVICES, SUBSCRI PT'X' INDICATES: AF - MULTI -SERVICE TYPE - ACCESS FLOOR *'C'SUBSCRIPT NEXT TO ANY BR - MULTI -SERVICE TYPE - BALLROOM TYPE FLOOR BOX INDICATES HALF OF CC - MULTI -SERVICE TYPE - CONVENTION CENTER TYPE RECEPTACLES IN BOX TO BE F - FURNITURE FEED AUTOMATICALLY CONTROLLED M - MULTI -SERVICE TYPE S# - SINGLE -SERVICE TYPE. # - # OF GANGS WP - SINGLE -SERVICE WEATHERPROOF TYPE - (POWER OR DATA ONLY) SINGLE LINE SYMBOLS ###/#� CKT BREAKER,'###' INDICATES TRIP SETTING,'#' INDICATES UTILITY METER NUMBER OF POLES SS - SOLID STATE GFP - GROUND FAULT PROTECTION ERMS - ENERGY -REDUCING MINI POWER MAINTENANCE SWITCH ZONE PANEL EO - ELECTRICALLY OPERATED PANEL NAME ENCLOSED NON -FUSED DISCONNECT SWITCH PANEL J ENCLOSED FUSED NAME PANELBOARD DISCONNECT SWITCH ENCLOSED CIRCUIT GENERATOR CONNECTION L 6 00000 00000 BREAKER S1 00 000d 5 PANEL WITH 00000 MANUAL QQQQQ oob bo TRANSFER FUSED SWITCH, '###'INDICATES SWITCH Q TRIP SETTING,'#'INDICATES NUMBER OF POLES L 6 AUTOMATIC TRANSFER KIRK KEY E N SWITCH INTERLOCK FD 7MM DIGITAL MULTI - METER AUTOMATIC L 6 BP TRANSFER X/ T/ t SWITCH WITH SHUNT TRIP Is ATS BYPASS TIN ISOLATION E wD SURGE SUPPRESSION DEVICE GF ALARM ONLY GROUND . . ..... GENERATOR TRANSFORMER SHIELDIISOLATION TRANSFORMER PAD MOUNTED US DUCT] BUS DUCT TRANSFORMER tTAP BOX DISTRIBUTION EQUIPMENT SWITCHBOARD D I HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) INCOMING ORWAIN'SECTION DISTRIBUTION SECTION MOTOR CONTROL CENTER FUTURE SECTION DISTRIBUTION SECTION INCOMING SECTION HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) PANELBOARD NAME FRONT OF PANEL ---1EEEF-- I A I A I I RECESSED MOUNTED SURFACE MOUNTED PANELBOARD/SWITCHBOARD NAMING BLDG-E1MDPHA1 A,B,C ... DESIGNATOR DISTINGUISHES ROOM OR ROOM PANEL SERVED FROM 1,2,3 ... DESIGNATOR DISTINGUISHES INDIVIDUAL PANEUSWITCHBOARD H - 480Y/277V L - 208Y/1 20V NOTHING INDICATES LIGHTING/RECEPTACLE PANEL BRANCH PANEL AV AUDIO VISUAL PANEL DP DIMMING PANEL GDP GENERATOR DISTRIBUTION PANEL GSB GENERATOR SWITCHBOARD K - KITCHEN PANEL LC - LOAD CENTER LCP - LIGHTING CONTROL PANEL MC METER CENTER MCC MOTOR CONTROL CENTER MDP - MAIN DISTRIBUTION PANEL (SERVICE ENTRANCE) MSB - MAIN SWITCHBOARD (SERVICE ENTRANCE) PDU - POWER DISTRIBUTION UNIT S13 - SWITCHBOARD ST - SHUNT TRIP PANEL T - TENANT PANEL TC - TELECOMMUNICATIONS PANEL SC - SHOW CONTROL PANEL R - RIDE POWER PANEL INDICATES WHICH FLOOR PANEL IS LOCATED ON (IF REQUIRED) LS - LIFE SAFETY LOADS (HEALTHCARE NEC ARTICLE 517) CR - CRITICAL LOADS (HEALTHCARE NEC ARTICLE 517 EQ - EQUIPMENT LOADS (HEALTHCARE NEC ARTICLE 517) N - NORMAL LOADS (HEALTHCARE) INDICATES WHICH BUILDING/AREA PANEL IS LOCATED IN (IF REQUIRED) NAME TRANSFORMER I Fr — �-] FLOOR MOUNTED TRANSFORMER, NUMBER INDICATES KVA RATING L U TI— HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) INDICATES TRANSFORMER IS SUSPENDED TRANSFORMER DESIGNATION BLDG-TE1 DPHA1 INDICATES PANEL SERVED INDICATES TRANSFORMER INDICATES WHICH BUILDING/AREA TRANSFORMER IS LOCATED IN (IF REQUIRED) NAME AUTOMATIC TRANSFER SWITCH El BLDG-ATSE1HA1 AUTOMATIC TRANSFER SWITCH DESIGNATION INDICATES PANEL SERVED INDICATES AUTOMATIC TRANSFER SWITCH INDICATES WHICH BUILDING/AREA AUTOMATIC TRANSFER SWITCH IS LOCATED IN (IF REQUIRED) TAGS AND CALL OUT SYMBOLS SECTION CALLOUT POINT OF CONNECTION _,SECTION DESIGNATION NUMBER POINT OF DEMARCATION --SHEET DETAIL CALLOUT —DETAIL DESIGNATION Ax REVISION CALLOUT KEYNOTE CALLOUT -- SHEET NUMBER In DEMOLITION <R> EXISTING TO BE REMOVED <X> EXISTING TO REMAIN < RL > EXISTING TO BE RELOCATED <NL> EXISTING - NEW LOCATION DEMOLITION CONDUIT DEMOLITION EQUIPMENT CIRCUITING BLDG-ElMDPHA-1 T--CIRCUIT NUMBER 3#12,#12G,3/4-C T1 --- CONDUIT SIZE PANEL DESIGNATION GROUND CONDUCTOR QUANTITY AND SIZE CIRCUIT CONDUCTOR QUANTITY AND SIZE LIGHTNING PROTECTION (D # AIR TERMINAL, '#' INDICATES TERMINAL —M— MAIN CONDUCTOR CABLE X LENGTH IF GREATER THAN 18", —G— COUNTERPOISE CONDUCTOR CABLE SUBSCRIPT'X' INDICATES: A-FLATE SURFACE BASE B — BONDING CONDUCTOR CABLE B-FLAT WALL MOUNTED PARAPET BASE TEE CONNECTOR C-SWIVEL BASE D-RIDGE SADDLE BASE(EXPOSED) E-RIDGE SADDLE BASE (CONCEALED) GROUND ROD F-CONCEALED AIR TERMINAL BASE ASSEMBLY BONDING CONNECTION G-EASE AIR TERMINAL 0 DOWN CONDUCTOR 0 UP CONDUCTOR GROUNDING GROUND ROD GROUNDBUSBAR 2 0 3 0 4 6 0 7 0 8 10 11 0 12 0 13 0 14 0 15 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com ft o Project#: 21011327 ex Carl of Auth: 29701 P SEAL A L4'd No. 76422 STATE OF 0 CHARLES T. ALEXANDER - PE-76422 AdventHealth Zephyrhillls GENERATOR ADDITION Hunton I *a A R C H I T E C T S DATE SUBMISSION — tNO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL LEGEND PROJI. NO. H-15027.00 SHEET DMWN Author � E=0011 0 16 0 17 0 18 0 19 0 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 i ■ ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 8 ■ i h; ■ I ■ w ■ 16 1 SITE ELECTRICAL PLAN 1" = 20'-0" exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com • sea Project #: 21011327 `' • Cart of Auth: 29701 exp, SEAL '00\ 11 1 I I / / /,// LICENS 0-0 3 No 76422 STATE OF �'t J /1111110 AdventHealth Zephyffillis GENERATOR ADDITION Hunton i a A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS SITE ELECTRICAL PLAN PROJ. NO. H-15027.00 SHEET DRAWN Author Eml 00 1 ■ 2 ■ 3 ■ 6 ■ ■ 3 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 16 ■ 1" ■ 13 ■ �19 ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 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 ■ ■ ■ A 5. ERmOQJ EQ�LZC�(Q, <R> <R> a_ <R> 1 GROUND FLOOR POWER & FIRE ALARM 3/32" = V-0" - OVERALL PLAN DEMO GENERAL NOTES: 1 LEAVE FIRE ALARM PANEL IN PLACE. 2 REMOVE ALL EXISTING CIRCUITY AND DEVICES FROM PANELS/GEAR IN GROUND FLOOR. CONTRACTOR MAY USE EMPTY PANELS/GEAR AS A SPLICE POINT TO RECONNECT EXISTING LOADS TO NEW PANELS OR PROVIDE A WIREWAY AT PANEL LOCATION. IF THE EXISTINGELECTRICAL EQUIPMENT IS USED AS A SPLICE POINT, PROVIDESOLID COVERS OVER EXISTING PANELBOARDS AND COVER ALLOPENINGS IN THE FACE OF ANY ATS. SEE DUCTBANK SCHEDULE ON SHEET E-600 FOR SIZE AND QUANTITES. FF expU.S. Services Inc. OVERALL PLAN PROJ. NO. H-15027.00 SHEET DRAWN Author Eml 01 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 1 • 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ ■ ■ ! ■ 5 ■ ■ f ■ 8 ■ g ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ ■ ■ ■ 19 ■ 20 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA do i� www.exp.com •0 ex Project #: 21011327 `• •, Cert of Auth: 29701 • SEAL T. AL14''% \ ��Q•.•' LIGENSF No 76422 - �O� . STATE OF AVr1H Ih Zephyrhilis e t ea t GENERATOR ADDITION Hunton I I'm • A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL FIRST FLOOR OVERHEAD ROUTEING- AREA 2 PROD. N0. H-15027.00 SHEET DRAWN Author E-102 ......� 1 ■ 2 ■ ? ■ 4 ■ ■ ■ ? ■ 8 ■ ■ 10 ■ ■ 12 ■ ■ 14 ■ 1K ■ .£ Ej ■ ■ ■ .. ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709IFax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ ■ 1 ■ . e3 ■ ■ Imm ■ it ■ 'l� ■ _., R ■ ■ sy� ■ L. ■ K ■ J ■ H G ■ F ■ E D G ■ ■ i GENERAL NOTES: 1 EXISTING AREA TO BE RENOVATED IS CURRENTLY UNOCCUPIED AND NOT IN USE AS APATIENT CARE AREA. KEY NOTES 201 DISCONNECT AND REMOVE ALL ELECTRICAL EQUIPMENT IN THIS AREA. MAINTAIN CONTINUITY OF ALL CIRCUITS TO REMAIN. 215 MYERS ILLUMINATOR LV - 550VA FOR EMERGENCY LIGHTING IN GENERATOR ROOM. _ ........... ... ....... ........_ . .................. ......... _.... _ ......... _ ..,. Y In exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA do i� www.exp.com • •, Project #: 21011327 r • Cert of Auth: 29701 ex • SEAL \\\\\lJllll/fl/// T. No 76422 �r .i '. STATE op� ORIDP l01VA L e\ � ��!Illll�t� AdventHealth Zephyffillis GENERATOR ADDITION Hunton M U A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ..._ ........ _ __ ] FIRST FLOOR POWER & FIRE ALARM PLANS - AREA 2 2 FIRST FLOOR POWER & FIRE ALARM PLAN - AREA 2 1/8" = V-0" FIRST FLOOR POWER & FIRE ALARM PLAN- AREA 2 DEMO 1 /8" = 1'-0" 9 ■ 2 ■ 3 ■ 1 ■ ■ ■ 7 ■ 8 ■ ■ 10 ■ ■ _ 13 ■ 1 <_ ■ PROJ. NO. H-15027.00 SHEET DRAWN Author Eml 03 ■ 1Q ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ ■ ,, ■ {r ■ 1 ■ I< ■ 19 ■ 20 ■ i ■ ■ N ■ 1 r ■ L ■ K ■ J ■ H ■ G ■ F ■ E D C ■ ■ A .......... A �_..._ EXISTING UTILITY i TRANSFORMER — - _ -- --5- __ __ ........... ,# ss ATS E.M.C.C.C: - <R> ATS E.0 P f MSB ATS E.M C.C. --. ...,— _ <R>...... .., ATS E.L.213 <R> 1. MDP 11 ATS EA.A. 1LE1- <R> 11 E.C.P. RM1K GDP #'# ` <X> E.M.C.C. <R> {l MCCA �-117", 1 LL1 SP-1 HH 4 FIRST FLOOR POWER & FIRE ALARM PLAN. AREA 3 DEMO 1 /8" = 1'-0" 3 CEP POWER & FIRE ALARM PLAN. AREA 2 DEMO 118" =1'-0" JJ 7 FIRST FLOOR POWER &FIRE ALARM PLAN- AREA 3 � CEP POWER &FIRE ALARM PLAN- AREA 2 1 /8" = 1'-0" GENERAL NOTES: 1 IN AREA 3 DEMO ALL ATSs, MSB, AND GDP. 2 IN AREA 2 DEMO ALL ATSs. ALSO ALL ELECTRICAL EQUIPMENT AND GENERATORS IN GENERATOR ROOM UNLESS NOTED OTHERWISE. KEY NOTES 211 CONTRACTOR MAY REUSE ENCLOSURE AS A SPLICE POINT. PROVIDE SCREWS IN DOOR TO SECURE AS A COVER AND REMOVE ALL EXISTING UNUSED COMPONENTS. PROVIDE SOLID COVERINGS OVER ALL OPENINGS. IN LIEU OF REUSING THE ENCLOSURE, CONTRACTOR MAY PROVIDE A NEW ENCLOSURE. exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA fi00 wvvw.exp.com • 0 Project #: 21011327 60Dex • Cert of Auth: 29701 SEAL '0011 l 1 it a 1 ///// NStr' V ' No. 76422 STATE OF °° �: ✓ jA;�s'° FCORIOP°°` G��v ,� NA4 i `� xx CHARLES T. ALEXANDER - PE-76422 9 AdventHealth Zephyffillis GENERATOR ADDITION Huntion lima A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS FIRST FLOOR POWER & FIRE ALARM PLANS - AREA 3,4 PROJ. NO. H-15027.00 SHEET DRAWN Author Emil 04 ■ ■ ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ to ■ 10 ■ 11 ■ 12 ■ 1. ■ ,4 ■ 15 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 E 1 • 2 • 3 • 4 • 5 • 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 (1.5F) € C { ELECTRICAL LIGHTNING PROTECTION - AREA 1 1 /8 = V-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 GENERAL NOTES: 1 PROVIDE A NFPA 780 LIGHTNING PROTECTION SYSTEM ON BUILDING AND STRUCTURES IN ACCORDANCE WITH DIVISION 26 "LIGHTNING PROTECTION FOR STRUCTURES" AND DETAILS. . ...... ....... I ............. 0(�Q exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA 000 i a� www.exp.com •S�i Project #: 21011327 exp. Cert of Auth: 29701 . ...... ............... A SEAL � 01Illlllf®d1, �c . T , A s U ^ No.76422 > 3 ° STATE OF NA CHARLES T. ALEXANDER - PE-76422 LO AdventHealth Zephyrhills �. GENERATOR ADDITION Antonlima A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL LIGHTNING PROTECTION - AREA 1 PROJ. NO. H-15027.00 SHEET DRAWN Author Eml 08 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 ■ E 1 ■ 2 ■ 3 ■ 4 ■ 5 IN 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ _ _!ipI �1 1,IL.,LURir�-MI- r-Afr!nPlLm11frmpowl!111*!g1 rasp" 19 ■ 20 iTITITIVE WW1 1LSHA 1 FIRST FLOOR LIGHTING PLAN- AREA 2 1 /8" = V-0" WW1 1 LSHA-32 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 IN 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 GENERAL NOTES: 1 CIRCUIT ALL EXIT SIGNS TO CLOSEST UNSWITCHED EMERGENCY CIRCUIT SERVING ROOM OR SPACE THAT EXIT SIGN IS IN, UNO. LL . K exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com 0��> Project #: 21011327 ex Cert of Auth: 29701 • SEAL xxxJ 11 a t 1111/ ": ° At � s s V ' No. 76422 ?o -10 STATE _3 STATE OF `s'QNAL °��lE�tt►t�0�® CHARLES T. ALEXANDER - PE-76422 9 AdventHealth Zephyrhilis GENERATOR ADDITION Hunton i A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS FIRST FLOOR LIGHTING PLAN - AREA 2 PROJ. NO. H-15027.00 SHEET DRAWN Author Em202 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 v 1 m71'll�. 1t�IIlA �v�fWAlEe 114 1V74 NI ■ 20 R ■ P ■ 0 ■ N ■ m ■ L ■ K ■ J ■ H ■ G ■ F ■ s ■ - D ■ C ■ ti A z c� GENERAL NOTES: 1 ALL DASHED CONDUITS RELATED TO SWITCHBOARD "1MSBHA1" AND SWITCHBOARD "1GSBHA1" SHALL BE INCLUDED IN OPTION 1. THIS INCLUDES PROVISIONS FOR BREAKERS IN THESE SWITCHBOARDS, KEY NOTES 206 REPLACE (2) 60A-3 POLE BREAKERS IN PANEL FOR (2) 50A-3 POLE BREAKERS. 207 REPLACE 100A-3 POLE BREAKER IN PANEL WITH LUG KIT. 210 SPLICE POINT ABOVE MDP IN 1ST FLOOR ELECTRICAL ROOM. 214 INTERCEPT LOADS FROM MSB AFTER MSB HAS BEEN DOMOLISHED. FUTURE BEN TO E - TIER 2' GENERATOR'GEN-1 TIER 2' 480Y/277V,3P,4W 480Y/277V,3P,4W 1250 K Vil1560KVA, 1250KW/1560KVA G R - 30i3 &30/3 ERMS z z ' M (7) 4"C SPARE CONDUITS SPID SPD �4000NG SPD SPD SWITCH BOARD'1MSBHA1' SWITCHBOARD'1MS131-1131' SERVICE ENTRANCE RATED z z SERVICE ENTRANCE RATED 4000N + (2) 4"C SPARES CD 4000N + (2) 4"C SPARES 4000A BUS c"' "' 4000A BUS 480Y/277V,3P,4W 480YI277V,3P,4W EO EDMMGFP SS FR ERMS ED ERMS UTILITY SERVICE XFMR'1' 4000/3 ) 30/3 > O ERMS FR 30/3 > <<4000/: DMM GFP M GFP C«40001 , , (SIZE BY UTILITY COMPANY) �'1 1n2 SS ST SS ST OK UTILITY SERVICE XFMR'2' 2 ���� (SIZE BY UTILITY COMPANY) A 0- SEC: 480Y1277V, 3P, 4W o SEC: 480Y1277V, 3P, 4W «80013») EO «120013>) EO «120013>) EO «1600/3») EO «160013>> EO «160013») EO «160013>> GF «120013») EO «80013»> EO <<2000/3>>> EO SS FR SS SS SS SS V SS SS SS SS SS ERMS FR ERMS FR ERMS FR ERMS FR ERMS FR ERMS FR ERMS FR FR ERMS c� z 0 N TCC 02 N TCC-20 N TCC-14 o 0 O N MSB "CEP FLOOR" PANEL 40ONG PANEL PANEL PANEL EXISTING TO REMAIN '1 HA' '1 HAV '1 HB/MDP' '1 HC' SERVICE ENTRANCE RATED 4000A BUS 480Y/277V,3P,4W M O O O O O O C)O XFMR'T-ILA' 225 kVA PRI: 480V, 3P, 3W SEC: 208Y/120V, 3P, 4W o N 1#210 00 z XFMR'T-1MSBLA1' o SPD 500 kVA PRI: 480V, 3P, 3W TCC-03 TCC-04 SEC: 208Y/120V, 3P, 4W CD 1#310 M o - PANEL 225NG PANEL ' 1 LA' ' 1 LA1' SWITCHBOARD '1 MSBLA1' 14 1600A BUS 30/3) 160013 )TCC 16 z 208Y/120,3P,4W 0 0 TCC-05 _ ....... ..... .._ 1 GENERATOR'GEN-2 TIER 2' 480Y/277V,3P,4W 1250KW/1560KVA GFA FR GFA FR 2000/3 ) SS 30/3 ) 200013 SS ERMS ERMS c� z O M SPD LOAD BANK (INSIDE BUILDING) TEMIGEN (2HR) 2000NG + (1)4"C SPARE SWITCH BOARD'1GSBHAI' I FR - 5000ABUS DMM 1 b DMM b DMM I 480Y1277V,3P,4W <<400013>> SS FR <<200013>> S3 S FR <<2000/3>> SS FR <<2000/3>> SS FR <<2000/3>> SS ERMSI GFA ERMS GFA ERMS GFA ERMS 30/3 > <<80013>> tsl <<160013>>> FR <<1600/3>> FR <<160013>>> FR <<160013>> FR I SS I SS SS ERMS ERMS ERMS z O M SPD 400/3 ) 40013 > 400/3 ) 40013 > 400/3 ) 40013 ) 200/3 ) 200/3 ) 200/3 ) 200/3 ) o PANEL 'MP -BD' i XFMR'T-LDP' z z o c c c zo 0 225 kVA o 0 o o occ coo o to PRI: 480V, 3P, 3W o Go r _ . _ __ .............. _ . SEC: 208Y/120V, 3P, 4W z z z z z z z z z z N E N E N E co o co 0 0 0 0 0 0 0 1#2I0 ATS'LSHA' ATS'CRHA' ATS'CRHB' E ATS'EQHA' v v v N N N N Z ATS � BYPASS ISOLATION ATS 1�1 BYPASS ISOLATION ATS BYPASS ISOLATION N 480V,1600A, 4 POLE TCC-13 0O Is /\ 480V, 800A, 4 POLE IS /\ 480V,1600A, 4 POLE IS /\ 480V,1600A, 4 POLE 65kAICkAIC 40 \f�II� L EQUIPMENT' TCC-11 TCC-09 TCC-08 TCC-06 O BP /�� I�' 65kAIC BP /�-I`�`1 � 65kAIC BP /��`k-`1 � 65kAIC _..__ ....................: ................._ T -01 'LIFE SAFTEY' 'CRITICAL' 'CRITICAL' 10 L L L o TO GEN. PANEL PANEL I PANEL PANEL I PANEL z 'N1-ER' 'KP1' 'MCCA' 'L2B' i 'SP-1' o TO GEN. zo TO GEN. zo TO GEN. CONTROL PANEL 00o CONTROL � CONTROL o CONTROL I I TCC-12 TCC 10 TCC-07 TCC-15 PANEL PANEL TRANSFORMER PANEL PANEL 'KP' 13A' 'L1A' 'L2A' 1200NG 3 ! I SWITCHBOARD'1LSSBHA' SWITCH BOARD'1CRSBHA' SWITCHBOARD'1CRSBHB' 800A BUS N E 1600A BUS N E 1600A BUS N E 480Y1277V,3P,4W 8SOS13 > TGC-30 TCC-31 480Y/277V,3P,4W 1 SS13 > TCC 40 TCC 41 1200/3 > 480Y/277V,3P,4W 1 SS/3 ) 1600/3 TCC-60 TCC-61 300/3 > 250/3 > 225/3 ) 400/3 ) 400/3 ) 400/3 > 400/3 800/3 ) 800/3 > cCD o N CD CD CD CD C3 CD N � Nt 000 0 TCC-33 TCC-64 I i ATS'E' PANEL PANEL ATS `A1' PANEL PANEL PANEL ATS'CB' PANEL SPLICE POINT' 'EAB'1LSHA/1HL1' SPLICE POINT' '1CRHA' '1HC1' '1CRHB' SPLICE POINT" 'ECB' L > Li- Lq TCC-63 TCC-32 TCC-42 XFMR 71 LSLA' XFMR TCRLA' XFMR 74' :........................ 75 kVA 75 kVA 112.5 kVA PRI: 480V, 3P, 3W PRI: 480V, 3P, 3W PRI: 480V, 3P, 3W PANEL PANEL SEC: 208Y/120V, 3P, 4W PANEL SEC: 208Y/120V, 3P, 4W SEC: 208YI120V, 3P, 4W '1HCBDP' 'lHLSDP' N 1#2 '1HX1' N 1#2 y 1#1/0 o - o - z N - i N - O� - i ....... ..... ..... ..... ......_.. _...... M e- TCC-47 XFMR TCRLB' 75 kVA PRI: 480V, 3P, 3W SEC: 208Y/120V, 3P, 4W PANEL BOARD'1LSLA' PANEL 130ARD'1CRLA' PANEL 1#2 250A BUS "LSDP" 250/3 > TCC-34 250A BUS 250/3 ) TCC-43 CBDP' c 208Y/120V,3P,4W 208Y/120V,3P,4W N 60/3 ) 10013 ) 60/3 ) 8013 ) 100/3 ) z PANEL BOARD'1CRLB' zo TCC-36 zo TCG37 0 0 0 250A BUS 25013 > TCC-62 co TGG 44 TCC-45 0D 208Y1120V,3P,4W i_ ..............I { PANEL ! PANEL a 'GLL1' '1 LL1' PANEL 2LCR1 PANEL ; 06 ' 'EC213 4 I I i I t i i J l UTILITY BUILDING LIGHTS I IC:1 z O O 0 O CcoD CD 0 0 0 coo coo N E ATS'EQHB' 480V, 1600A, 4 POLE 65kAICkAIC L EQUIPMENT' 0 TO GEN. Ito CONTROL MDP-PH "CEP" SERVICE ENTRANCE RATED 1600A BUS 480Y1277V,3P,4W SWITCHBOARD'1EQSBHA' 1600A BUS 480Y1277V,3P,4W 1600/3 sS I N E > TCC-70 TCC-71 80013 > 400/3 800/3 > 600/3 ) 80013 > 0 000 'CC-72 TCC-13 000 C0fl TCG75 000 PANEL PANEL i { ATB'BQ= PANEL PANEL '1 HE1' '1 HE2' SPLICE POINT' : 'EQB' '1 EQHA' L' TCC-74 1 o M XFMR 7-1 EQLA' 225 kVA PANEL PRI: 480V, 3P, 3W '1 HEQDP' SEC: 208Y/120V, 3P, 4W 100 0 z 0 - O ti XFMR T-EQDP' 112.5 kVA PRI: 480V, 3P, 3W SEC: 208Y/120V, 3P, 4W 1#1/0 z v 73 PANEL 'EQDP' exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA :• 0 www.exp.com 0 f Project* 21011327 ;19"ex Cert of Auth: 29701 • SEAL 11 �s.T A14- 7� No 76422 STAlOF ��\ I' �i T- DRIDA �/,,9AIA,L I50 AdventHealth Zephyrhilis GENERATOR ADDITION Hunton A R C H I T E C T PANEL BOARD '1 EQLA' 800A BUS 80013 > TCC-76 208Y/120V,3P,4W 100/3 > 400/3 > 10013 ) 40013 ) 225/3 > DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS TCC-77 TCC-80 4' PANEL 1101. ATS 1IEMCCC '1 LE1' ;SPLICE POINT` L Y j ELEVATOR o PANEL '1 LEA' I I TCC-79 PANEL 'EMCCA "ROOF ! N TCC-81 PANEL '1 EQLB' ELECTRICAL ONE -LINE DIAGRAM PROJ. NO. H-15027.00 SHEET DRAWN Author E=501 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 I ■ 2 ■ 3 ■ 4 ■ 5 ■ 5 ■ 7 ■ 8 ■ 9 IN 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 - • 'BRA' IR F a �' �ArwwPINA �-IIF�I�II�AlIEl1�91AI�IAl1lA�AgA�I��R�t4l�r±IP-� • 19 ■ 20 R ■ P ■ O ■ N ■ t ■ L ■ K ■ J ■ H ■ G ■ F ■ E 0 ■ L3 ■ A NTS EMCCA 400A BUS 208Y1120V,3P,4W PANEL 'L3A"NURSE STATION"' PANEL '2LL1' PANEL PANEL PANEL '2LE1' 'EC2B' '2LC1' I'll '14 r rr1rv��, rr�IVCL ,/ ELEVATI IAI Al .� �/ J I%/ / 2 rf l-f1� - ,' 11-1 nA1 !/'{� ',`' /41?OfS ,rb0 PANEL PANEL 'L2A"NURSE 1213"CATH STATION"' I LAB PANEL 'N1-ER' GENERAL NOTES: 1 .ELECTRICAL EQUIPMENT IN DASHED AIRED TO BE REMOVED. LEVEL 3 LEVEL 2 expU,S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA NO www.exp.com •s�, Project #: 21011327 Cert of Auth: 29701 exp, SEAL ``���►� o i �����,, AtNsp • ./ r •Q s s ' No. 76422 STATE OF '•��` r� �•'' Ft0RI'D '�/SSorUNAX-'� ri'tta CHARLES T. ALEXANDER - PE-76422 Is AdventHealth Zephyffillis GENERATOR ADDITION ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 1 DEMO PROJ. NO. H-15027.00 SHEET DRAWN Author E=503 .......j R ■ P ■ C ■ N ■ m ■ L ■ K ■ J ■ H ■ C ■ F ■ E 0 C ■ SJ ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 IN 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-17091Fax www.huntonbrady.com License AR91515 1 0 2 m 3 m 4 m 5 0 6 111 7 0 8 0 9 m 10 0 11 0 12 0 13 0 14 IN 15; 0 16 0 17 0 18 IN 19 m 20 PANEL '21-1-11' PANEL 'I LL1' 1'H 2�fiBkJ 48t SERVICE 2 DEMO NTS T C-50 PANEL '2HC1' PANEL PANEL PANEL PANEL '2LC4' '2LC5' '2LC3' '2LC1' NOC# 2 UPS PANEL PANEL 'I LC7' '11 LC8' z SURGE EXIST, XFMR 7-10' ZRESTOR 30 kVA PRI.480V, 3P, 3W .. .. .. ... .. SEC: 208YI12OV, 313, 4W 0 In CATH LAB PANEL 'I LCA' PANEL '2LC6' PANEL NOC# 2 SERVER NOC# 2 SERVER #2 '1 LC6' PANEL 'TEL COMM RM' EXIST, XFIR 7-11' 30 kVA ..................... . PRI: 480V, 3P, 3W SEC: 208Y1120V, 3, 4W .............. In PANEL '3CEB' EXIST, XFMR 74 75 kVA .............. PRI: 480V, 3P, 3W SEC: 208Y/120V, 3P, 4W 1#8 MED AIR COMPRESSOR ELEV B-2 AHU #1 - ZI /-/Z//- Z 7-7 _ 1-7-1-1 / ////- -"- �'-' GENERAL NOTES: I ELECTRICAL EQUIPMENT IN DASHED ARED TO BE REMOVED. TFCC-241 KEY NOTES 205 REMOVE MAIN ON THIS PANEL AND REPLACE WITH ENCLOSED CIRCUIT BREAKER THAT WILL REFEED THIS PANEL PANEL. '3LN1' z EXIST. XFRM 7-5' 75 kVA ✓ PRI: 480V, 3P, 3W SEC: 20BY112OV, 3179 4W 1#2 PANEL 'I LN6' z EXIST. XFRM 7-5' 1115 kVA PRI: 480V, 3P, 3W SEC: 208YM20V, 3P, 4W 3 777 LEVEL 3 LEVEL 2 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com 0 a Project #: 21011327 • ex Cert of Auth: 29701• P SEAL I I lift CENS4�� CJ No. 76422 o ZZ ,% STATE OF 0-* .. - , 01 ORI CHARLES T. ALEXANDER - PE-76422 vent ea th Zephyrhollis GENERATOR ADDITION i, i, /r 'UTILITY-0, Hunton 2013" 1250)� 4,/ 71-7 7 7 7 7 7 7 7 7 7 777 7 2 0 3 m 4 0 5 0 6 111 7 0 8 ■ 9 0 10 12 ■ 13 4 ■ 15 E-504 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 0 2 0 3 0 4 0 5 w 6 0 7 m 8 m 9 0 10 0 11 0 12 0 13 m 14 0 15 m 16 m 17 m 18 0 19 0 20 -------------------------------------------- — — — — — — — — — — — — — -- ----------------------------- -- — — — — — — — — — — — — — — ------------- — — — — — — — — — — — — F III — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- 111 — --771 L L I r i__ 250NISG i > 1 30G I I100NSG PANEL > 50G PANEL 400NSG' <1 .1 75G PANEL PANEL PANEL 250NSG > 1 1 130G PANEL 'NER' 'NLD2' 'NHD2' 'HNDRA' 'LNDRA! 'DIAGDP' < < .. . . . ..... W m m m x 7ft mx - --- -- Imn 733 1>71, > ic ic 9 V 71 -:4 PANEL '2NLA' ..... ..... ... —.1 . ..... .. . . .. t EXIST. XFMR 7-2NLA! 45 WA PRI: 480V, 3P, 3W SEC: 208YI120V, 3P, 4W PANEL '2NHA' GENERAL NOTES: 1 ELECTRICAL EQUIPMENT IN DASHED ARED TO BE REMOVED. PANEL 15ONSG 70G PANEL 150NSG 70G PANEL - ---------- ---------- '4CLP' '4ALP' ------- -------- '4AHP' < m �b x U) M m m m Un x U0 F? .— Z V3 1 > ha < 74 74 LEVEL PANEL 160?qG 70G S PANEL '3BLP' Z? '3BHP' n �10 M M ci 71 m _J F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - 2LNDP 800A BUS 208Y/120V,3P,4W �D 125/3 125/3 125/3 125/3 125/3 100/3 100/3 60/3 1 00/3"' 100/3 j 100/3) 02 0 800/3 IL --------- ---------------------------------------------------------------------------------------------- J I 800NSG 350G L PANEL PANEL 7 7 '2AHP' '2BHP' A w I > - 1z 'rw I I I j LEVEL expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane 125NG Maitland, FL 32751 r — — — — — — USA 125NG www.exp.com Project #: 21011327 F Cert of Auth: 29701 1 125NG 0 175G PANEL 400NSG PANEL PANEL PANEL SEAL "I NLC' '11 N LA' 'lNLB' 'INLDP' . ... ... .. ... *�Ar_ E N s,�- .. ..... ..... ..... ..... CO -0 m m m to 76422 No. X % STATE OF z '%"40RVD�' r 2 I -------- L ------------------ ----------------------------------------- --------------- I ----------------------------------------------------IIIII ---------- --------------- --- -- fill 1110 IHNDP CHARLES T. ALEXANDER - PE-76422 II 1200A BUS 480Y/277V,3P,4W (350/400)/3 125/3 125/3 125/3 125/3 (175/250)/3 PANEL ventealth 'NHK' y 0" (2251250)/3 70/3 (175/250)/3 Zephyrhilfls 1200/3 (250/225)/3 (225/250)/3 70/3 70/3 0 . ... .. ... .. .. GENERATOR ADDITION I---------- L ---------- I ------------------------------------------ -------------------------- -----------------------------1--------------------------------- 7OG 150NSG 70G 15oNSG 70G 175G Hunton 400NSG 15ONSG ANEL PANEL PANEL PANEL : 1 < P PANEL PANEL PANEL 1 Z_ _L__ AHP' "I BHP' '1CHP' '1ALP' '1 BLP '11 DLP' '1 CLP' i K . A R C H I T E C T S . .. .... ... . . . m — C i; 'In? ';00 xm rm ;a Cn X MO mv mx 5; mp? -=a t; >m< > cz X x < DATE SUBMISSION No V ;a 12.17.21 CONSTRUCTION DOCUMENTS F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - MSI3 "CEP" EXISTING TO REMAIN SERVICE ENTRANCE RATED 4000A BUS 480Y1277V,3P,4W kV /1C E Xf M"R "3�' 3013 lz'_Z 800/3 (225/250)/3 1200/3 4000/3 400/3 T.V.SS __ ) I'll @ 'Ic 486Y/171 W,31?/, y 01, 80013 (6001800)/3 (300/400)/3 800/3 400/3 250/3 ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 3 DEMO (NORMAL) ---------- --------I---------I ------- --------------------- - --------------------------------------------- ON wi 0 00-% 40 ex p 44jJZ PROJ. NO. H-15027.00 SHEET Aft L ATI EAB ATS ECB ATS EQB DRAWN Author ELECTRICAL ONE -LINE PARTIAL EXISTING UTILITY SERVICUi DEMOr"ORMAL E-505 12" = 1 �-O" ITI 0 2 0 3 ■ 4 6 0 7 0 8 0 9 ■ 10 0 11 0 12 ■ 13 ■ 14 0 15 0 16 0 A) 7 m 18 0 19 m 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 i�� 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 ■ ■ J ■ H ■ G ■ F ■ E D C ■ B ■ A GENERAL NOTES: 1 .ELECTRICAL EQUIPMENT IN DASHED AIRED TO BE REMOVED. LEVEL 3 ..... ......... ... .... I I PANEL PANEL PANEL PANEL PANEL ........ PANEL PANEL __ ... _..... PANEL ......... ....... PANEL PANEL PANEL '3CBOR' '4CBOR' WBOR' I .._.. '2BLCB' '2DLCB' '2CLCB' '6CBOR' '2CBOR' ; '1C130R' I '2FLCB' ........... '2ALCB' I I I I I I I I I I 1 2LCBDP800A I I BUS I I I I I I I 480Y1277V,3P,4W I I I I I I I I I I I I I I I I I I I I - ._ .. _....... r _... I C.>, 01 61 1 I :; , .......... ..... ..... ..... . _ / I 60/3 100/3 ;i 10013 .- 12513 125/3 125/3 100/3 ;i 100/3 100/3 / , 3 ,-' 125/ i 125/3 i 80013 > I PANEL 150NSG ! 70G PANEL , I !, r .r. r r 80t1NSG 350E < PANEL PANEL ! PANEL 100NSG i ! 50GZ PANEL 2LEQ '2HEQ' I — — — — � MP/CT 2' 2HCB' 2LLS' �I I — — — — '2HLS' o I 20/3 3013 `. < I i i , .... _... - . ..... . C?7 rtt �" ' ( CYSTO CYSTOm. * Cn -a- Y9i I (n c s m I LIGHTS TABLE, I I I I I I I 00 I I I I I I I --------------------------------- ----------------- 71 I I I I LEVEL 2 I I I I I I - I_...._ ____ r- , .... . ..--------------------� I I I I- j--------- II 1 - - - - - - - - - - - - - - - - - - - - - ------------� 150SG PANELPANEL'70G 10iSG 70GPANEL PANEL 150NSG 70—G-----i PANEL EXIST, XF R'T T26 ----------PANEL -- '1LEQ'—\ r BLCD 1ALCB' i I �: � 1125VA VACUUM PUPM-1 ELEVATOR ELEV.#1 i PRt,0V5P3W ,. . � C` 2 V 3P .4 � I ....... ..... :� r�s _.: C I ; � _ � � - ` '�... I j 1 I i� � _ __.........._ .I � I I _. I _..... _....... I I I I 1112 I __ 1#1t0 125NG I r-------------------------- ---------- � I--------�-------------------� -----, �` -� r------------I---------- ---------------------------------I I I I I 125NG I r--------------�--------------I---, I I I I I I I �, I 1HEQDP I I �, 1HCBDP I I I I ! 1HLSDP 800A BUS I I I I I 800A BUS I I I I I \ 400A BUS 480YI277V,3P,4W I I 480YI277V,3P,4W i I I I I I PANEL 125NG PANEL PANEL PANEL PANEL t00NSG C 50G PANEL 480Y1277v 3P 4W I I a I I I r"_ I I I I I — 1CLDP 1CLB ICLA 1CLC 1LLS % , 1HLS I (225/250)/3 ;. 400/3 (225/250)/3 (225/250)l3 (125/250)/3 150/3 7013 70/3 , (125/250)/3 ; 50/3 ,! (350/400)/3, 400/3 (300/400)/3 f 250/3 (200/250)/3 i 250/3 250/3 (200/250)/3 r, , • ,; •; " ; ; ;; :, "? , ., , , , SPARE SPARE ';' SPARE SPARE A: SPARE SPARE II 250/3 150/3 _, 250/3250/3 I � I I .. I I I I I I I I I I I I I I I I I I I I L- I - - - - - - �- - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I I I - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I - - - - - - - - J I I I I I I L J ------------------------------- I I L..... ... ... ... ....... ... ... ... ........... .. I PANEL PANEL PANEL 'EQB' 'ECB' 'EAB' ...... _.. _.....; C Z 0 0 Z 0 ELECTRICAL ONE -LINE PARTIAL EXISTING UTILITY SERVICE 3 DEMO (EMERGENC NTS expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA �• www.exp.com 04�010 Project* 21011327 Cert of Auth: 29701 exp. SEAL I I I I I e rieijr ° No. 76422 r STATE OF °�44iv ��✓�`S�QNAt ®��tie�. CHARLES T. ALEXANDER - PE-76422 Is AdventHealth Zephyrhills GENERATOR ADDITION rationWEN A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 3 DEMO (EMERGENCY) PROD. NO. H-15027.00 SHEET DRAWN Author 1 ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 IN 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ ■ A GENERAL NOTES: 1 .ELECTRICAL EQUIPMENT IN DASHED ARED TO BE REMOVED. PH-1 (10HP) CP-1 (15HP) P-5 (2HP) EF 1 (1HP) CP-2 (15HP) CT-1 (25HP) CT-2 (25HP) P-2 (10HP) CT-3 P-3 (15HP) CP-3 (25HP) HP-1 HP-2 �,� err `' �.r� ✓ rS � f .l '% fi '� ..i' � ,'ri' �'Z .J%� — \ I I : I I I I I r I T.- I I I_ I I I I I r--------------I-------------------- I I I I I I -----------'--------- I I I I ---------- I I ----------�--------t-----� I I I I r-------------... I I ---------- I I --------- I I ----------�- I --------- I --I-------------� MCC-1 I I I I I I MCC-2 I I 600A BUS I I I 600A BUS 480Y/277V,3P,4W I I I I I 480Y/277V,3P,4W 100/3 J 10013 LSI LSI I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I — — — — — — — — — J I I I L — — — — — I — — — — — — — — — — — — ' — — I I — — — — — — — — — — — — — — — — — — — — — — J I — — — — — — — — — I— — — — — — — — — — — — — — — — — — _ — _ _ — I I I PANEL I — — 'PHLP' I I I I I I._...._......., EXISTxXFMR `TI' I I \ w ; 0 VA _._ RI.460v, 3P, 3W I �.:....:" .� ....; SEC. 208Y1120V, 3P, 4W L E NI TRANSFER I c .._._._ 1##8 I 18W BREP CH-3 CH-1 CH-2 I I TOWER 3 EXISTING LOAD HEATER DISC SP-1, SP-2 ( BUILDING LIGHTS SP-2 EXISTING LOAD EXISTING LOAD SP-1 TOWER 2 TOWER 1 1 I I 1 I I I L- --I-1 I I I I I I I I I I I I I I I I I I I I I ------------------------------- I I-- ----------------- I I I I---------I-------- ----------- I I ---------- I --------- I ---------- I ---------I---------- I I I I ---------- I I--------- I I---------- I --------- I ------------------------------- I ---------I---, I I I r E MDP-PH "CEP" I I I I I I I I I I I I I TCC-90 SERVICE ENTRANCE RATED I I I I I I I I I I N 1600A BUS I I I I I I I I I I I I I I TCC-91 I 480Y1277V,3P,4W I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 40013 250A (100I250)/3 22513 20/3 30/3 7013r' 3 I 2013 I 10013(600/800)/3 I I I 225/3 I 22513 1001380013 I I 100 ; r 1 160013 GFI I i I I I I ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I - - - J i % 1 PANEL 2LN2 ICU I I i PANEL I I i I I I PANEL TRASH CARDBOARD i PANEL PANEL DOCK LIFT #2 DOCK LIFT #1 AIR -HANDLER 'A' 'C' COMPACTOR COMPACTOR ,.._ 'D' 'B' .-... BIO-SHEDSURGE PROTECTION I I I I I I I I I I I I I I I I I I I I I I I I r--------------------------------------------------------------I-------- I I TCC 05 DISTIBUTION PANEL MP -BD "RECEIVING" ------------I-------------------- I I I I --------------------I--------------------I----------�---- I I I I I SERVICE ENTRANCE RATED I I I 600A BUS I I I I I I I I 208Y/120V,3P,4W I I I I I I I I I . _ J ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 4 & 5 DEMO 12" =1'-0" exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com •� �j Project #: 21011327 `• ex • Cart of Auth: 29701 SEAL ``xxvit' i ►i!eei�i ' No. 76422 -0 ° r STATE OF ° ,447 �ONA ;`�Cj,,>o CHARLES T. ALEXANDER - PE-76422 AdventHealth Zephyrhilis GENERATOR ADDITION Hunton Ora A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL ONE -LINE EXISTING UTILITY SERVICE 4 & 5 DEMO PROJ. NO. H-15027.00 SHEET DRAWN Author Em507----- 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. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 GROUND FLOOR ELECTRICAL R00M D CTB NK PANEL CIRCUIT CONDUIT SIZE FEEDER SIZE CONDUCTOR 1 HB 7,9,11 r 11ONG AL 13,15,17 3" 225NG AL 19,21,23 2Z" 110NG AL 24,15 2"' 1 IONG AL 8,10,12 3" 20ONG AL 14,16,18 "' 15ONG AL Z i,22,24 3' 25ONG AL 1 FIAT 1 3,5 2,4q, 2„ 1-1121 30NG 80NG CU, CU f i:rl]21 8#8 & 2#10 GND Cu, 9' Q F 13 15 1412" 8#8 & 2#10?GND Cu 17 19 21 3 _ 1-112" 1" 11 8#8 & 2#10 GN0 , & 1#10 GND W & 1#10 OND Cu CU Cu 25 27 29 31 3 35 7 _ 8 10 1,3,5 r IIDNG AL ,9,11; 13�15,17 27 2" IIONG 11ONG AL AL. LOP 19,211,23 2 IIONG AL 2 a,27.29 2"' 15ONG AL 2,4> ._ 2" 16ONG AL 8,10,12 2" 11ONG AL 14,16J8 21' 11ONG AL 20,22,24 - 2" 110146 AL 26,28,30 32,34,36', 2z" 2" 15€ING 125NG ALL AL 1HG1 1,31 7,9,11. 1w112" 1-112" 70NG 70ING Cu Cif 13,16,17 1-12" 70NG Cu 1012 1416 18 1-112" 24120 70NG' 225NC Cu Cu 19 m 8#10 & 2#10 GNP` CU 21 23 25 27 1� 8#1C4 & 21 GNP' C 29 31 3 20 1` 1"'8#10&2#IOGNO 8#l0&2#l0GNI0 Cu Cu 22 24 26 28 30 32 34 C DP 12,14,16. 2" 126NG AL_ 18,20,22' T, 175NG A 17,19,21 2412" 175NG AL 11,13,16 27 125NG AL 5;7,9 291 125NG AL 16,8,10 2* 125NG AL 23,25,27 27 125NG AI- 13 - 1-112" 2#1 & 1#6 GND CU 24 1. 4#6 & M GND Cu 3941 29 31 1-1122" 8#8 & 2#10 GND Cu 3 5 37 _ 1-112" 8#8 & 21#10 GND CLI 24 26 28 0 1-112" 84& 2410 GNO CU 32 34 36 38 2#8 &1#10 GND Cu BACK OF HOUSE LUMINAIRE SCHEDULE REV LUMINAIRE I PERFORMANCE VOLTAGE A TYPE MANUFACTURER REPRESENTATIVE CATALOG NUMBER DESCRIPTION DIMENSIONS ULIIP I FINISH COLOR FINISH TYPE MATERIAL MOUNTING LUMENS PACKAGE DISTRIBUTION CCT CRI WATT ACCESSORIES NOTES SS: SURFACE I STRIPLIGHT DAYBRITE FSS-4-55L-UNV-DIM HEAVY GUAGE 5500 45 SS2 METALUX 4SNLED-LD5-48SL-SLC-UNV-L835-CD-1-U LED STRIP LUMINAIRE 4' LONG UL DAMP MATTE WHITE POWDER COATED COLDROLLED SURFACE/SUSPENDED 4800 DIRECT 80 35 UNIVERSAL CHAIN HANGER SUPPORTS LITHONIA CLX-L48-5000LM-SEF-FDL-MVOLT-GZ10-35K-80CRI-WH LOCATIONS STEEL 5000 35 COLUMBIA MPS4-35HL-FW-EDU 6000 50 WW: WALL MOUNTED BUILDING EXTERIOR LIGHTING STONCO LPW16-20-NW-G3-3-UNV-BZ LED EXTERIOR ARCHITECTURAL SCONCE, BRONZE 2000 20 WW1 LUMARK XTOR1B ONE PIECE DIE CAST, HINDGED REMOVABLE MAXIMUM IP65 COORDINATE WITH POWDER COAT ALUMINUM SURFACE WALL 1000 TYPE 3, FULL 70 12 UNIVERSAL PHOTOCELL LITHONIA DSXW1 LED-10C-350-40K-T3M-MVOLT DOOR AND BACK BOX, SURGE PROTECTOR, 6-5/8"W X 8"H X 4"D ARCHITECT 1500 CUT-OFF 13 HUBBELL LIGHTING LNC-5L-U-4K-3-DBS LISTED FOR WET LOCATIONS 1000 13 XX: EXIT I EMERGENCY LITHONIA LQM-S-W-3-R-120/277-EL N ARCHITECTUAL LED EXIT SIGN. PROVIDED UL924 / WHITE I BLACK FOR 1 XX1 SURE -CITES APX7R WITH RED LETTERS, WITH INTEGRAL 12"W X 7.5"H X 1.5"D DAMP NORMALLY DARK NA THERMO-PLASTI UNIVERSAL MOUNTING NA NA NA 1.14 UNIVERSAL BEGHELLI VA4RSA BATTERY LOCATION ENTERTAINMENT C 3.2 HUBBELL CER LISTED SPACES 2 GROUND FLOOR ELECTRICAL ROOM DUCTBAIK PANEL 1HE1 CIRCUIT 7,9,11 CONDUIT SIZE 1" FEEDER SIZE 30NG CONDUCTOR Cu 1 ,1517 'I.11T 70NG CU 19,21,23 -2" 150NG AL 25,27,29 1" 40NG CU 31,33,35 1" 30NG CU 37139,41 1" 30NG CIS 3,45,47 1" 0NG CU 2,0 8,10,12 1" 1m 60NG 30NG CU CU 14,16,18 20 11ONG AL 20,22,24 1" 40NG C 26,28,30 2-112" 25ONG CU 32iX'36' 2m 110N�G ArogL� ,4Os 2. 1®. .GONG CU. 1NE2 1,3,E T9,11 1 1" 30NG 30NG Cu CU 13,1517' 1" 30NG 'Cu 19,2 t ,2 ? I E3NG CU 25,27 1" 30NG - CU 2,44 1" 30NG CU 8,10,12 Al ,18 1" 1" 30NG 30NG Cu CU 20 22,24 in 30NG CU ECtC1P 13,5 7,9,11 1 1a1f2" _ 40NG 7ONG _ CU Cu 2,4,5 1" 30NO C 20 & 1#10 GNP C 18 1 6#8 &' 1#10 GND Cu 15 _ 17 12 1-112 8#0 & 200 GND CU 14 16 18 1-112 8#8 & 2#10 GND CU 20 21 22 _ 30 32 1-1/2' +8#8 & 2#10 GND C 34 6 1EQLB 1315,17 _ in 40NG CU 19 21,23°. T 11ONG ' AL. 1LSHA 2,4 6 1" 1-11T 3#8 & 1#106 8#8 & 2#10.4 NO clu CU 8 10 12 1 1-112" 1-1/2" 8#8 & 2#10 GND 8#8 & 2#10 GND CU CU 16 18 2 7 11 13 15 1-1,12" 8#8 2#10 CND CU ... 17 21 1LLA I3,8 1-11" TONG Cu 2 4,6 11ONG AL 1-1/2" 8#8 & 2#10 GND CU 10 11 CONDUIT COUNT 1" 32 1-112" 23 2" 27 W TOTAL 8 ,E�'-CDEQUIPMENT CONNECTION SCHEDULE ID EQUIPMENT DESCRIPTION VOLTAGE PHASE O TYPE STARTER DISCONNECTING MEANS CIRCUITED TO PANEL FEEDER OR BRANCH WIRE SIZE NOTES BATTERY CHARGER BATTERY CHARGER 120 V 1 NA HPRS 1LSLA 2#12, #12G, 3/4" C BATTERY CHARGER BATTERY CHARGER 120 V 1 NA HPRS 1 LSLA 2#12, #12G, 3/4" C DT-B1 FUEL OIL RETURN PUMP 120 V 1 NA HPRS EXISTING "EQBL" 2#12, #12G, 3/4" C DT-G1 FUEL OIL RETURN PUMP 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C DT-G2 FUEL OIL RETURN PUMP 120 V 1 NA HPRS 1EQLB 50NG DT-G3 FUEL OIL RETURN PUMP 120 V 1 NA HPRS 1EQLB 50NG EF-1 EXAUST FAN 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C FCU-1 FAN COIL UNIT 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C FCU-2 FAN COIL UNIT 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C FCU-3 FAN COIL UNIT 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C FCU4 FAN COIL UNIT 120 V 1 NA HPRS 1EQLB 2#12, #12G, 314" C JACKET HEATER JACKET HEATER 208 V 1 NA HPRS 1LSLA 2#12, #12G, 3/4" C JACKET HEATER JACKET HEATER 208 V 1 NA HPRS 1 LSLA 2#12, #12G, 3/4" C P-B1A PUMPS - FUEL OIL 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C P-8113 PUMPS - FUEL OIL 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C P-G1A PUMPS - FUEL OIL 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C P-G1B PUMPS - FUEL OIL 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C P-P1 PUMPS - FUEL OIL 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C P-P2 PUMPS - FUEL OIL 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C UH-1 UNIT HEATER 120 V 1 NA HPRS 1EQLB 2#12, #12G, 3/4" C EQUIPMENT CONNECTION SCHEDULE GENERAL NOTES A. VERIFY ALL MCA AND MOCP REQUIREMENTS WITH SUBMITTED AND APPROVED EQUIPMENT PRIOR TO ELECTRICAL ROUGH -IN. B. REFER TO SPECIFICATIONS FOR SPECIFIC REQUIREMENTS AND SCOPE FOR CONTROL WIRING, POWER WIRING, DISCONNECT, AND STARTING MEANS. C. VERIFY ALL INSTALLATION REQUIREMENTS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. D. REFER TO DIVISION 23 SPECIFICATION "COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT" FOR SCOPE REQUIREMENTS REGARDING STARTERS AND DISCONNECTS. E. REFER TO DIVISION 22 SPECIFICATION "COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT' FOR SCOPE REQUIREMENTS REGARDING STARTERS AND DISCONNECTS. F. LOCATIONS OF STARTERS, VFDS, AND DISCONNECTS FOR EACH PIECE OF EQUIPMENT MAY NOT BE SHOWN ON PLANS. IF NOT SHOWN, CONTRACTOR TO FIELD COORDINATE LOCATION MAINTAINING REQUIRED WORKING CLEARANCES IN ACCORDANCE WITH CODE. G. DISCONNECTING MEANS - .'DR' DESIGNATES 20A, 120V DUPLEX RECEPTACLE, 'SR' DESIGNATES 20A,120V SIMPLEX RECEPTACLE, 'NEMA X-XX' DESIGNATES NEMA PLUG TYPE AND AMPERAGE, 'HPRS' DESIGNATES HORSEPOWER -RATED SWITCH,'FD' DESIGNATES A FUSED DISCONNECT, 'NF' DESIGNATES A NON -FUSED DISCONNECT,'L' DESIGNATES LOCKABLE CIRCUIT BREAKER. VERIFY CONNECTION REQUIREMENTS WITH DIVISION 22 AND 23, CONTRACTORS PRIOR TO ROUGH -IN. H. FUSED DISCONNECTS SHALL HAVE FUSES SIZED AS LISTED ON EQUIPMENT NAMEPLATE, OTHERWISE MATCH UPSTREAM OVERCURRENT DEVICE IF NO MAXIMUM OVERCURRENT SIZE LISTED ON EQUIPMENT, UNLESS NOTED OTHERWISE. I. FOR ALL EQUIPMENT WITH NON -INTEGRAL STARTER/DISCONNECTNFD, CONTRACTOR SHALL RUN CONDUIT AND WIRE FROM PANEL TO STARTER/DISCONNECTNFD AND THEN FROM STARTER/DISCONNECTNFD TO EQUIPMENT. J. STARTER TYPE DESIGNATIONS: EMC-ELECTRICAL COMMUTATED MOTOR, FVNR - FULL VOLTAGE NON -REVERSING, RVSS - REDUCED VOLTAGE SOLID STATE, VFD - VARIABLE FREQUENCY DRIVE, VFD W/BYPASS - VARIABLE FREQUENCY DRIVE WITH BYPASS, INTEGRAL - STARTER IS INTEGRAL TO EQUIPMENT OR COMES FROM THE FACTORY WITH FACTORY MOUNTED STARTER, NA - NOT APPLICABLE. K. REFER TO FEEDER SCHEDULES FOR FEEDER WIRE SIZES FOR ALL 3 PHASE EQUIPMENT. L. FOR MOTORS WITH ECM CONTROL, PROVIDE RELAY/CONTACTOR AS REQUIRED FOR FIRE ALARM SHUTDOWN. M. IF VFD OR STARTER IS LOCATED AT EQUIPMENT THEN INTEGRAL DISCONNECT TO STARTER OR VFD CAN SERVE AS THE CODE REQUIRED DISCONNECTING MEANS. N. ANY CONTROL POWER REQUIRED SHALL BE FROM SAME BRANCH OF POWER AS POWER FEED SERVING UNITS. GENERATOR LOAD SUMMARY STAND-BY GENERATOR PRIORITY 1 (10 Seconds Max) NEC 700'EMERGENCY' LOADS 141 kVA PRIORITY 1 (10 Seconds Max) FIRE PUMP (NOTE 1) kVA PRIORITY 2 (10 to 60 Seconds Max) NEC 701 'LEGALLY REQUIRED' LOADS 1681 kVA PRIORITY 3 (Greater than 60 Seconds) NEC 702'OPTIONAL STANDBY' LOADS (NOTE 2) 948 kVA ELEVATOR LOADS NOT RUNNING ON GENERATOR (NOTE 3) 0 kVA TOTAL GENERATOR LOAD 2770 kVA TOTAL GENERATOR KW a@.9PF 2493 kW NOTES: 1. GENERATOR TO HAVE MAX 15% VOLTAGE DIP WHEN GENERATOR 100% LOAD MINUS THE FIRE PUMP OR WHEN THE LARGER OF THE NEC 700 OR 701 LOADS PLUS THE. FIRE PUMP START SIMULTANEOUSLY 2: NEC 702 LOADS SHALL LOAD SHED UPON ACTIVATION OF FIRE PUMP. 3. LOAD ACCOUNTS FOR ONLY (1) ELEVATOR PER BANK RUNNING ON GENERATOR POWER. GENERATOR LOAD CALCULATIONS MAXIMUM DEMAND 2770 KVA GENERAROR CAPACITY 3125 KVA REMAINING CAPACITY 355 KVA FUEL TANK SIZE CALCULATIONS 100% LOAD FUEL CONSUMPTION 252.8 GAL/HR 48-HOUR CAPACITY 1,2134 GALLONS FUEL TANK SIZE 24,000 GALLON COPPER FEEDER SCHEDULE FEEDER DESIGNATIO N No. OF SETS PHASE CONDUCTOR S (PER SET) N NEUTRAL CONDUCTOR (PER SET) G GROUND CONDUCTOR (PER SET) SG SYSTEM BONDING JUMPER (PER SET) P PARTIAL NEUTRAL SERVICE CONDUCTOR (PER SET) I ISOLATED GROUND CONDUCTOR (PER SET) CONDUIT SIZE FMC, LFMC, - CONDUIT IMC, GRC, SCH TYPES EMT, 40 PVC CONDUIT SIZE - CONDUIT SCH 80 PVC TYPES 3 PHASE & GROUND G (PER SET) 3 PHASE NEUTRAL & GROUND P, N, NG, NSG (PER SET) 3 PHASE NEUTRAL GROUND &ISOLATED GROUND NGI, NSGI (PER SET) 3 PHASE & GROUND G (PER SET) 3 PHASE NEUTRAL & GROUND NG, NSG (PER SET) 3 PHASE NEUTRAL GROUND &ISOLATED GROUND NG, NSGI (PER SET) 15 1 3 # 12 1 # 12 1 # 12 1 # 8 1 # 12 3/4" 3/4" 3/4" 314" 3/4" 3/4" 20 1 3 # 12 1 # 12 1 # 12 1 # 8 1 # 12 3/4" 3/4" 314" 3/4" 3/4" 3/4" 30 1 3 # 10 1 # 10 1 # 10 1 # 8 1 # 10 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 40150 1 3 # 8 1 # 8 1 # 10 1 # 8 1 # 10 3/4" 314" 1" 3/4" 1" 1" 60 1 3#6 1#6 1#10 1#8 1#10 3/4" 1" 1" 1" 1" 11/4" 70180 1 3# 4 1# 4 1# 8 1# 8 1# 8 1" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 100/110 1 3# 2 1# 2 1# 6 1# 8 1# 8 1# 6 1 114" 1 1/4" 1 1/2" 1 1/4" 1 1/2" 1 1/2" 125 1 3# 1 1# 1 1# 6 1# 6 1# 6 1# 6 1 1/2" 1 1/2" 1 1/2" 1 1/2, 2" 2" 150 1 3 # 1/0 1 # 1/0 1 # 6 1 # 6 1 # 6 1 # 6 1 1/2" 2" 2" 1 1/2" 2" 2" 175 1 3 # 2/0 1 # 210 1 # 6 1 # 4 1 # 4 1 # 6 1 1/2" 2" 2" 2" 2" 2" 200 1 3 # 3/0 1 # 310 1 # 6 1 # 4 1 # 4 1 # 6 2" 2" 2" 2" 21/2" 21/2" 225 1 3 # 4/0 1 # 410 1 # 4 1 # 2 1 # 2 1 # 4 2" 21/2" 21/2" 2" 21/2" 2112" 250 1 3 # 250 1 # 250 1 # 4 1 # 2 1 # 2 1 # 4 2" 21/2" 2112" 21/2" 3" 3" 300 1 3 # 350 1 # 350 1 # 4 1 # 2 1 # 2 1 # 4 21/2" 3" 3" 3" 3" 3" 350 1 3 # 500 1 # 500 1 # 3 1 # 1/0 1 # 1/0 1 # 3 3" 4" 4" 3" 4" 4" 400 2 3 # 3/0 1 # 3/0 1 # 3 1 # 1/0 1 # 1/0 1 # 3 2" 2" 2112" 2" 21/2" 21/2" 450 2 3 # 4/0 1 # 4/0 1 # 2 1 # 1/0 1 # 1/0 1 # 2 2" 21/2" 21/2" 2" 21/2" 21/2" 500 2 3 # 250 1 # 250 1 # 2 1 # 1/0 1 # 1/0 1 # 2 2112" 21/2" 3" 21/2" 3" 3" 600 2 3 # 350 1 # 350 1 # 1 1 # 210 1 # 2/0 - 21/2" 3" - 3" 3" - 700 2 3 # 500 1 # 500 1 # 1/0 1 # 2/0 1 # 2/0 - 3" 4" - 3" 4" - 800 3 3 # 300 1 # 300 1 # 1/0 1 # 2I0 1 # 2/0 - 21/2" 3" - 21/2" 3" - 1000 3 3 # 400 1 # 400 1 # 2/0 1 # 3/0 1 # 3/0 - 3" 3" - 3" 4" - 1200 4 3 # 350 1 # 350 1 # 3/0 1 # 4/0 1 # 410 - 21/2" 3" - 3" 3" - 1600 5 3 # 400 1 # 400 1 # 4I0 1 # 250 1 # 250 - 3" 3" - 3" 4" - 2000 6 3 # 400 1 # 400 1 # 250 1 # 300 1 # 300 - 3" 3" - 3" 4" - 2500 7 3 # 500 1 # 500 1 # 350 1 # 500 1 # 500 -- 3„ 4„ - 4„ 4„ - 3000 8 3 # 500 1 # 500 1 # 400 1 # 500 1 # 500 - 3" 4" - 4" 4" - 4000 11 3 # 500 1 # 500 1 # 500 2 # 350 1 # 500 - 4„ 4" - 4" 4" - EXAMPLES: 1. 150NG = INDICATES (1) SET OF 3#1/0 + 1#1/0 NEUTRAL + 1#6 GROUND 2. 40ONGI = INDICATES (2) SETS OF 3#3/0 + 1#3/0 NEUTRAL + 1#3 GROUND + 1#3 ISOLATED GROUND CONDUCTORS PER SET 3. 500P = INDICATES (2) SETS OF 3#250 + 1#110 PARTIAL NEUTRAL SERVICE CONDUCTORS PER SET ALUMINUM FEEDER SCHEDULE FEEDER DESIGNATIO N No. OF SETS PHASE CONDUCTOR S (PER SET) N NEUTRAL CONDUCTOR (PER SET) G GROUND CONDUCTOR (PER SET) SG SYSTEM BONDING JUMPER (PER SET) P PARTIAL NEUTRAL SERVICE CONDUCTOR (PER SET) I ISOLATED GROUND CONDUCTOR (PER SET) CONDUIT SIZE FMC, LFMC, - CONDUIT IMC, GRC, SCH TYPES EMT, 40 PVC CONDUIT SIZE - CONDUIT SCH 80 PVC TYPES 3 PHASE & GROUND G (PER SET) 3 PHASE NEUTRAL & GROUND P, N, NG, NSG (PER SET) 3 PHASE NEUTRAL GROUND &ISOLATED GROUND NGI, NSGI (PER SET) 3 PHASE & GROUND G (PER SET) 3 PHASE NEUTRAL & GROUND P, N, NG.... (PER SET) 3 PHASE NEUTRAL GROUND &ISOLATED GROUND NGI, NSGI (PER SET) 100 1 3# 1 1# 1 1# 6 1# 6 1# 6 1# 6 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 2" 110 1 3 # 110 1 # 1/0 1 # 4 1 # 6 1 # 6 1 # 4 1 1/2" 2" 2" 1 112" 2" 2" 125 1 3 # 2/0 1 # 2/0 1 # 4 1 # 4 1 # 4 1 # 4 2" 2" 2" 2" 2" 2" 150 1 3 # 310 1 # 3/0 1 # 4 1 # 4 1 # 4 1 # 4 2" 2" 2" 2" 21 /2" 21 /2" 175 1 3 # 4/0 1 # 4/0 1 # 4 1 # 2 1 # 2 1 # 4 2" 21/2" 21 /2" 2" 21/2" 21/2" 200 1 3 # 250 1 # 250 1 # 4 1 # 2 1 # 2 1 # 4 2" 3" 21 /2" 21 /2" 3" 3" 225 1 3 # 300 1 # 300 1 # 2 1 # 1/0 1 # 1/0 1 # 2 21/2" 3" 3" 21/2" 3" 3" 250 1 3 #350 1 # 350 1 # 2 1 # 1/0 1 # 1/0 1 # 2 21/2" 3" 3" 3" 3" 4" 300 1 3 # 500 1 # 500 1 # 2 1 # 1/0 1 # 1/0 1 # 2 3" 4" 4" 3" 4" 4" 350 2 3 # 4/0 1 # 410 1 # 1 1 # 1/0 1 # 1/0 1 # 1 2" 21/2" 21/2" 2" 21/2" 21/2" 400 2 3 # 250 1 # 250 1 # 1 1 # 1/0 1 # 1/0 1 # 1 21/2" 2112" 3" 21/2" 3" 3" 450 2 3 # 300 1 # 300 1 # 1/0 1 # 3/0 1 # 3/0 1 # 1/0 21/2" 3" 3" 2112" 3" 3" 500 2 3 # 350 1 # 350 1 # 1/0 1 # 3/0 1 # 3/0 1 # 1/0 21/2" 3" 3" 3" 3" 3" 600 2 3 # 500 1 # 500 1 # 2/0 1 # 4/0 1 # 4/0 - 3" 4" - 3" 4" - 700 3 3 # 350 1 # 350 1 # 3/0 1 # 4/0 1 # 4/0 - 21/2" 3" - 3" 3" - 800 3 3 # 400 1 # 400 1 # 3/0 1 # 4/0 1 # 4/0 - 3" 3" -- 3" 4" - 1000 4 3 # 350 1 # 350 1 # 4/0 1 # 4/0 1 # 4/0 - 3" 3" - 3" 3" - 1200 4 3 # 500 1 # 500 1 # 250 1 # 250 1 # 250 - 3" 4" - 3" 4" - 1600 6 3 # 400 1 # 400 1 # 350 1 # 300 1 # 300 - 3" 3" - 3" 4" - 2000 7 3 # 500 1 # 500 1 # 400 1 # 500 1 # 500 - 3" 4" - 4" 4" - 2500 9 3 # 500 1 # 500 1 # 350 (CU) 2 # 300 1 # 500 - 3" 4" - 4" 4" - 3000 10 3 # 500 1 # 500 1 # 400 (CU) 2 # 350 1 # 500 - 3" 4" - 4" 4" - 4000 13 3 # 500 1 # 500 1 # 500 (CU) 2 # 500 1 1 # 500 - 4" 4" - 4" 4" - EXAMPLES: 1. 150NG = INDICATES (1) SET OF 3#3/0 + 1#3/0 NEUTRAL + 1# 4 GROUND 2. 40ONGI = INDICATES (2) SETS OF 3#250 + 1#250 NEUTRAL + 1#1 GROUND + 1#1 ISOLATED GROUND CONDUCTORS PER SET 3. 500P = INDICATES (2) SETS OF 3#350 + 1#310 PARTIAL NEUTRAL SERVICE CONDUCTORS PER SET 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA • www.exp.com •� •> 4 • Project #: 21011327 ex Cart of Auth: 29701 • SEAL S T L °, • , ° �I si ° No. 76422 • mil'' ° STATE OF �/lrrraillll�` CHARLES T. ALEXANDER - PE-76422 Is AdventHealth Zephyrhillis GENERATOR ADDITION Hunton WEI A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL SCHEDULES PROJ. NO. H-15027.00 SHEET DRAWN Author Eml ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 I R ■ R I ■ 0 ■ N ■ m rt ■ L r ■ K i i ■ F J ■ i P _ H 5 ■ i' G ij ■ F i h ■ E ■ e D ■ w C B , ti A Q REINFORCED CONCRETE GROUND INSPECTION WELL WITH CAST IRON LID MARKED "GROUND". MOUNT WELL FLUSH WITH FINISHED GRADE. COORDINATE INSTALLATION WITH THE GENERAL CONTRACTOR. LIGHTNING PROTECTION DOWN CONDUCTOR. EXOTHERMIC WELD COPPER GROUND LOOP (REQUIRED FOR STRUCTURES 60' OR MORE IN HEIGHT). EXOTHERMIC WELD COPPER -CLAD GROUND ROD. DETAIL NOTES: 1. ALUMINUM LIGHTNING PROTECTION CONDUCTORS SHALL NOT COME INTO DIRECT CONTACT WITH EARTH. 2. WHERE MATERIAL COMPATIBILITY REQUIRES THE USE OF ALUMINUM DOWN CONDUCTORS THEY SHALL BE TERMINATED AT A UL LISTED BIMETALLIC FITTING A MINIMUM OF 18" ABOVE GRADE. A COPPER CONDUCTOR SHALL BE UTILIZED BETWEEN THE BIMETALLIC FITTING AND THE GROUND SYSTEM CONNECTION. 3. CONTRACTOR SHALL CLEARLY MARK ALL OTHER SYSTEMS BELOW GRADE PRIOR TO THE COMMENCEMENT OF THE GROUND SYSTEM INSTALLATION. 10 GROUND ROD INSTALLATION - LIGHTNING PROTECTION 12" =1'-0" STRUCTURAL BONDING EQUIPMENT BONDING q TYPICAL BONDING 12" =1'-0" 3m (10' LIGHTNING PROTECTION 3m (10'-0") DOWN CONDUCTOR 3m (10'-0") 8 GROUND ROD LAYOUT PLAN 12" =1'-0" CAST BRONZE 8 SQUARE INCH BONDING PLATE. FOR SURFACES NOT COMPATIBLE WITH COPPER USE CAST ALUMINUM 8 SQUARE INCH BONDING PLATE. FASTEN PLATE TO CLEANED BARE METAL SURFACE WITH (2) SELF TAPPING STAINLESS STEEL SCREWS. LIGHTNING PROTECTION CONDUCTORS. CAST BRONZE 3 SQUARE INCH BONDING PLATE. FOR SURFACES NOT COMPATIBLE WITH COPPER USE CAST ALUMINUM 3 SQUARE INCH BONDING PLATE. FASTEN PLATE TO CLEANED BARE METAL SURFACE WITH (2) SELF TAPPING STAINLESS STEEL SCREWS. LIGHTNING PROTECTION CONDUCTORS. LIGHTNING PROTECTION DOWN CONDUCTOR mill nnr.mn,,n SECONDARY BONDING LIGHTNING PROTECTION CONDUCTORS. COPPER PIPE BONDING STRAP. FOR SURFACES NOT COMPATIBLE WITH COPPER USE ALUMINUM PIPE BONDING STRAP. #6 COPPER SECONDARY BONDING WIRE. FOR SURFACES NOT COMPATIBLE WITH COPPER USE #4 ALUMINUM BONDING WIRE. CAST BRONZE SECONDARY CABLE SPLICER. FOR SURFACES NO COMPATIBLE WITH COPPER USE CAST ALUMINUM SECONDARY CABLE SPLICER. LIGHTNING PROTECTION CONDUCTORS. CAST BRONZE SECONDARY BONDING LUG. FOR SURFACES NOT COMPATIBLE WITH COPPER USE CAST ALUMINUM SECONDARY BONDING LUG CAST BRONZE AIR TERMINAL BASE. FOR SURFACES NOT COMPATIBLE WITH COPPER USE CAST ALUMINUM AIR TERMINAL BASE. MOUNT AIR TERMINAL BASE WITH (2) SELF TAPPING STAINLESS STEEL SCREWS. 24" BLUNT TIP AIR TERMINAL. MAX. FASTEN COPPER CONDUCTORS WITH COPPER CABLE LOOPS. FASTEN ALUMINUM CONDUCTORS WITH ALUMINUM CABLE LOOPS. LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED AT INTERVALS NOT MORE THAN 36" ON CENTER. CAST BRONZE PARALLEL CABLE SPLICER. FOR ALUMINUM CONDUCTOR USE CAST ALUMINUM PARALLEL CABLE SPLLCER. LIGHTNING PROTECTION CONDUCTORS. DETAIL NOTES: 1. AIR TERMINAL SPACING SHALL CONFORM TO NFPA 780 & UL 96A REQUIREMENTS. 2. MATERIAL COMPATIBILITY SHALL CONFORM TO NFPA 780 & 96A REQUIREMENTS. 3. MATERIAL CLASS SHALL CONFORM TO NFPA 780 & UL 96A REQUIREMENTS. 4. AIR TERMINALS SHALL BE UL LISTED & CAL -OSHA APPROVED. 7 ROOF TOP EQUIPMENT PROTECTION 12" =1'-0° BLUNT TIP AIR TERMINAL. CAST BRONZE SIDE MOUNT AIR TERMINAL BASE. FOR SURFACES NOT COMPATIBLE WITH COPPER USE CAST ALUMINUM SIDE MOUNT AIR TERMINAL BASE. MOUNT AIR TERMINAL BASE WITH (2) SELF TAPPING STAINLESS STEEL SCREWS. FASTEN COPPER CONDUCTORS WITH COPPER CABLE LOOPS. FASTEN ALUMINUM CONDUCTORS WITH ALUMINUM CABLE LOOPS. LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED AT INTERVALS NOT MORE THAN 36" ON CENTER. LIGHTNING PROTECTION CONDUCTORS. DETAIL NOTES: 1. AIR TERMINAL SPACING SHALL CONFORM TO NFPA 780 & UL 96A REQUIREMENTS. 2. MATERIAL COMPATIBILITY SHALL CONFORM TO NFPA 780 & 96A REQUIREMENTS. 3. MATERIAL CLASS SHALL CONFORM TO NFPA 780 & UL 96A REQUIREMNTS. 4. AIR TERMINALS SHALL BE UL LISTED & CAL -OSHA APPROVED. 6 PARAPET AIR TERMINAL 12" = V-0" BLUNT TIP AIR TERMINAL. CAST BRONZE ADHESIVE AIR TERMINAL BASE. FOR SURFACES NOT COMPATIBLE WITH COPPER USE #803A CAST ALUMINUM ADHESIVE AIR TERMINAL BASE. MOUNT ADHESIVE FITTINGS WITH ROOF SYSTEM MANFACTURER APPROVED ADHESIVE. ALL REQUIRED SLIP SHEETS, BATTEN STRIPS, PAVERS, AND SPECIAL REQUIREMENTS OF THE ROOFING SYSTEM MANUFACTURER SHALL BE FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR. FASTEN COPPER CONDUCTORS WITH ADHESIVE COPPER CABLE HOLDERS. FASTEN ALUMINUM CONDUCTORS WITH ADHESIVE ALUMINUM CABLE HOLDERS. LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED AT INTERVALS NOT MORE THAN 36" ON CENTER. LIGHTNING PROTECTION CONDUCTORS. DETAIL NOTES: 1. AIR TERMINAL SPACING SHALL CONFORM TO NFPA 780 & UL 96A REQUIREMENTS. 2. MATERIAL COMPATIBILITY SHALL CONFORM TO NFPA 780 & 96A REQUIREMENTS. 3. MATERIAL CLASS SHALL CONFORM TO NFPA 780 & UL 96A REQUIREMNTS. 4. AIR TERMINALS SHALL BE UL LISTED & CAL -OSHA APPROVED. MID ROOF AIR TERMINAL 1w 12" =1'-0" / 135° CONDUCTOR CONDUIT --- MINIMUM 8 INCH RADIUS CONDUCTOR MINIMUM 8 INCH CONDUIT RADIUS �O TO GROUND 7 135° OG2o BLUNT TIP AIR TERMINAL. LIGHTNING PROTECTION CONDUCTORS. CAST ALUMINUM EQUIPMENT AIR TERMINAL BASE. FASTEN BASE WITH (2) STAINLESS STEEL SELF TAPPING SCREWS. SEAL PENETRATIONS WITH TRANSLUCENT SILICONE. >� CAST BRONZE PARALLEL CABLE SPLICER. FASTEN CONDUCTORS WITH ALUMINUM CABLE LOOPS. LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED AT INTERVALS NOT MORE THAN 36" ON CENTER. LIGHTNING PROTECTION CONDUCTORS. BIMETALLIC BONDING PLATE FASTENED TO BASE OF FAN WITH (2) STAINLESS STEEL SELF TAPPING SCREWS. TYPICAL FOR BOTH SIDES OF TERMINAL. CAST BRONZE PARALLEL CABLE SPLICER. LIGHTNING PROTECTION CONDUCTORS. EXHAUST FAN AIR TERMINAL mw 12" =1'-0" CONDUCTOR TO ROOF LIGHTNING PROTECTION SYSTEM SECONDARY BOND TO FLASHING (SEE BONDING DETAILS). THROUGH ROOF CABLE CONNECTOR. SEAL ROOF PENETRATION AS REQUIRED (FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR). THROUGH ROOF SLEEVE. CAST BRONZE 8 SQUARE INCH BONDING PLATE CONNECTED TO CLEANED BARE METAL SURFACE OF STEEL. STAINLESS STEEL SELF TAPPING SCREW (TYPICAL OF 2) 1" SCH 40 PVC CONDUIT. CONDUIT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR WITH PULL TAPE AND CAPS AT EACH END. DOWN CONDUCTOR. STEEL COLUMN BONDED TO LIGHTNING PROTECTION SYSTEM AT TOP AND BOTTOM OF DOWN CONDUCTOR. STAINLESS STEEL SELF TAPPING SCREW (TYPICAL OF 2) CAST BRONZE 8 SQUARE INCH BONDING PLATE CONNECTED TO CLEANED BARE METAL SURFACE OF STEEL. SLEEVE AND SEAL AS REQUIRED (FURNISHED AND INSTALLED BY GENERAL CONTRACTOR) DOWN CONDUCTOR TO CONNECTION WITH GROUND SYSTEM. 2 DOWN CONDUCTOR BONDED TO BUILDING STEEL DETAIL 12" =1'-0" CONDUCTOR TO ROOF LIGHTNING PROTECTION SYSTEM SECONDARY BOND TO FLASHING (SEE BONDING DETAILS). THROUGH ROOF CABLE CONNECTOR. SEAL ROOF PENETRATION AS REQUIRED (FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR). ACCEPTABLE ACCEPTABLE to I MUK WALL 1" SCH 40 PVC CONDUIT. CONDUIT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR WITH CONDUCTOR PULL TAPE AND CAPS AT EACH END. 90° J�O CONDUIT i i �oC� 0 DOWN CONDUCTOR. iI II 1 1 LESS THAN 900 SLEEVE AND SEAL AS REQUIRED FURNISHED AND INSTALLED MINIMUM 8 INCH RADIUS ------ TO GROUND j BY GENERAL CONTRACTOR) ---- I 1 1 1 LESS THAN 8 —_____ INCH RADIUS DOWN CONDUCTOR TO CONNECTION WITH GROUND �---- SYSTEM. ACCEPTABLE NOT ACCEPTABLE 24 w 4 LIGHTNING PROTECTION CONDUCTOR BENDING REQUIREMENTS CONCEALED DOWN CONDUCTOR 12" = V-0" 12" = V-0" exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com •� �i r • Project* 21011327 exp. Cert of Auth: 29701 SEAL "0111ot►r1r1 �S• T A L ���i I V " No. 76422 ?� ° STATE OF s O��S°° FCORIDP•^'°���� /S70NA1- 0,`°�> /'/11Il i 11111% CHARLES T. ALEXANDER - PE-76422 9 AdventHealth Zephyffillis GENERATOR ADDITION Hunton • . A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL DETAILS PROJ. NO. H-15027.00 SHEET DRAWN Author Em601 R ■ P ■ 0 ■ N ■ ■ L ■ K ■ J ■ H G ■ F ■ E ■ D ■ C ■ C A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 16 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-17091Fax www.huntonbrady.com License AR91515 I ■ F ■ 0 IN N ■ ■ L ■ K IN ,I ■ H ■ ■ F ■ E a D ■ C ■ ■ E A SWITC H BOAp D: 1 MS BHA1 I� VOLTAGE: 480Y/277V, 30, 4W BUS RATING: 4000 A MAIN: 4000A MB/ERMS/FR/GF/DMM/ST/SS BRANCH TYPE: NORMAL CB OPT: ST - SHUNT TRIP, FR -100% RATED, L - LOCKABLE A.I.C. AF-ARC FAULT CIRCUIT INTERRUPTER RATING: 65,000 GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 EP - EQUIPMENT GROUND FAULT (30mA) LOAD TYPE CKT NO A B C CB OPT LOAD SERVED # OF POLES CB RATING 1 Spare; LIGHTING;... 2 82706 77534 87188 1HA 3 1200A Spare; RECEPTACLE;... 3 212066 212066 212066 1 HB 3 1200 A RECEPTACLE; KITCHEN 4 162120 162120 162120 T-1MSBLA1 3 800A HVAC; Spare; HEAT; MISC;... 5 327435 332331 319547 ATS EQHA 3 1600 A Motor 6 260223 260223 260223 ATS EQHB 3 1600 A 7 0 0 0 - -- SPD 3 30 A - 8 0 0 0 - - TIE 3 4000 A 9 10 1044550 VA 1044274 VA 1041144 VA PANEL CALCULATIONS: LOAD TYPE CONNECTED LOAD DEMAND LOAD DEMAND FACTOR LEGEND LIGHTING 89046 VA 111308 VA ELEVATOR PER NEC 620.14 MOTOR 100% PANEL TOTALS HEAT 600 VA 600 VA HOTEL PER NEC 220.42 HEAT 100% TOTAL CONNECTED LOAD 3129968 VA MISC 251525 VA 251525 VA KITCHEN PER NEC 220.56 MISC 100% TOTAL DEMAND LOAD 2484547 VA HVAC 420384 VA 420384 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% TOTAL DEMAND CURRENT 2988 A RECEPTACLE 1207821 VA 608911 VA RECEPT. (HEALTHCARE)' PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE 480Y/277V, 30, 4W ELEVATOR 275089 VA 206317 VA UNIT PANEL PER NEC 220.84 NON -COINCIDENTAL 100% SPARE LOAD CAPACITY % 15 KITCHEN 99073 VA 99073 VA X-RAY PER NEC 517.73(2) PANEL AMPS 3437 A Motor 786430 VA 786430 VA NOTES & SPECIAL OPTIONS: METER DEMAND LOAD ON THE PRIMARY METERING SYSTEM IS 1968KW MAXIMUM. DISTRIBUTION PANEL: 1HA CB OPT: sr - SHUNT TRIP, FIR -100%RATED, L—LOCKABLE AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 65,000 VOLTAGE: 480Y/277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING : 1200 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: NORMAL CKT CB i CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 39934 47254- 2 LIGHTING; 3 1HA-1 400 3 35452 47254 3 350 T-1LA 4 Spare; RECEPTACLE RECEPTACLE - 5 30460 47074 6 7 0 0 _ -- 8 - 9 SPARE - 600 3 - �I 0 0 - 3 400 - SPARE 10 - 11 _ 0 0 12 13 0 0 14 - 15 SPARE - 225 3 - 0 0 --- - - 3 225 - SPARE 16 - 17 0 0 18 19 0 0 20 - 21 SPARE - 100 3 - _ 0 0 ! - 3 100 SPARE 22 - 23 0 0 24 25 � -- -- , -- �. I 26 27 28 29 30 31 - ---._ _ 32 33 34 35 � I 36 37 _ _. 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 � '�� ' , � 54 TOTAL LOAD: 87 kVA 83 kVA 78 kVA OVA 0VA OVA CONN DEAN© DEMAND FACTOR LEGEND � LIGHTING 89046 VA 111308 VA ELEVATOR PER NEC 620.14 MOTOR 100% RECEPTACLE 158381 VA 84191 VA HOTEL PER NEC 220.42 HEAT 100% TMN", 247427 VA KITCHEN PER NEC 220.56 MISC 100% TQTA€: [)E)IIIANIO'LOAD 195498 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% 0 ; TAIL DEMAND CURREbt 235 A RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% 1%OLTAGE 480Y/277V, 30, 4W UNIT PANEL PER NEC 220.84 NON-COINCIDEN,.. 100% SPARE LfAD CAPCITY' 15 X-RAY PER NEC 517.73(2) j ( PANEL A' 270 A NOTES & SPECIAL OPTIONS: PANEL: 1 LA CB OPT: sT -SHUNT TRIP, FR -100% RATED, L -LOCKABLE .DISTRIBUTION AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 10,000 VOLTAGE: 208Y/12OV, 30, 4W GF— GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 800 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: 800A MB EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: NORMAL CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 45634 1620 2 RECEPTACLE 3 MP -BD 600 3 _ 45634 1620 _ 3 225 1LA-1 4 RECEPTACLE 5 45634 1440 6 7 0 _- 0 8 9 SPARE - 100 3 - 0 0 3 100 - SPARE 10 - 11 - - 0 0 r 12 13 0 0 14 - 15 SPARE - 100 3 - 0 0 - 3 100 - SPARE 16 - 17 --� —�--0 18 19 0 0 J - 20 - 21 SPARE - 100 3 - 0 0 3 100 - SPARE 22 - 23 - - 0 0 - 24 25 0 0 '---- �.. --_ 26 - 27 SPARE - 150 3 - --- 0 0 - - 3 150 - SPARE 28 - 29 0 0 30 31 0 ---- 0 -- 32 _ - 33 SPARE - 125 3 -- 0 0 -- 3 125 -- SPARE 34 - 35 -i ~ __ 0 0 11 36 37 0 0 j 38 - 39 SPARE - 100 3 - 0 0 - 3 100 - SPARE 40 - 41 0 0 42 43 -- 44 45 - T J � 46 47 � - -- -- i � 48 49 - 50 51 52 53 54 -- TOTAL LOAD: --1---- 47 k" 47 kVA 47 kVA 0 VA 0 VA 0 VA ,;:..... ,• a A - U A_TIONS CONNECTED DEMAND - DEMAND FACTOR LEGEND . .. LOAD TYPE LOAD LOAD d o....: ; RECEPTACLE 141581 VA 75791 VA ELEVATOR PER NEC 620.14 MOTOR 100% HOTEL PER NEC 220.42 HEAT 100% TOTAL CCD LOAD s 141581 VA KITCHEN PER NEC 220.56 MISC 100% TO 75791 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% TOTAL DEMAND CURREN = 210 A RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE; 208Y/12OV, 30, 4W UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% SPRE LOAD CAPACITY".,; 15 X-RAY PER NEC 517.73(2) d d4, 242 A NOTES & SPECIAL OPTIONS: 1� SWITC H BOAp D: 1 M S B H 61 VOLTAGE: 480Y/277V, 30, 4W BUS RATING: 4000 A MAIN: 4000A MB/ERMS/FR/GF/DMM/ST/SS BRANCH TYPE: NORMAL CB OPT: sT - SHUNT TRIP, FR -100% RATED, L - LOCKABLE A.I.C. AF - ARC FAULT CIRCUIT INTERRUPTER RATING: 65,000 GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 EP - EQUIPMENT GROUND FAULT (30mA) LOAD TYPE CKT NO A B C CB OPT LOAD SERVED # OF POLES CB RATING HVAC; Spare 1 253018 253018 253018 ATS CRHB 3 1600 A HVAC; Spare; LIGHTING;... 2 72216 72216 68892 ATS CRHA 3 1600 A HVAC; Spare; LIGHTING; MIS... 3 52353 49323 40063 ATS LSHA 3 800 A Spare 4 0 0 0 1HC 3 1200A POWER 5 0 0 0 MSB "CEP" 3 2000 A - 6 0 0 0 - SPD 3 30 A - 7 0 - 4000A LOAD SHARE 1 4000 A 8 9 10- 361973 VA 377587 VA 374557 VA PANEL CALCULATIONS: LOAD TYPE CONNECTED LOAD DEMAND LOAD DEMAND FACTOR LEGEND LIGHTING 101309 VA 126636 VA ELEVATOR PER NEC 620.14 MOTOR 100% PANEL TOTALS MISC 16600 VA 16600 VA HOTEL PER NEC 220.42 HEAT 100% TOTAL CONNECTED LOAD 1114117 VA HVAC 923668 VA 923668 VA KITCHEN PER NEC 220.56 MISC 100% i TOTAL DEMAND LOAD 1108174 VA RECEPTACLE 72540 VA 41270 VA RECEPTACLE RECEPT. (HEALTHCARE) PER NEC 220.44 PER NEC 220.42 LIGHTING LARGEST MOTOR 125% 125% TOTAL DEMAND CURRENT I VOLTAGE 1333 A 480Y/277V, 30, 4W UNIT PANEL PER NEC 220.84 NON -COINCIDENTAL 100% SPARE LOAD CAPACITY % 15 X-RAY PER NEC 517.73(2) PANEL AMPS 1533 A I NOTES & SPECIAL OPTIONS: PAN E LB OARD : 1 LA1 CB OPT: ST - SHUNT TRIP, FR -100% RATED, L - LOCKABLE aF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 10,000 VOLTAGE: 208Y/12OV, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 225 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: NORMAL CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE RECEPTACLE 1 RECEPTACLE 20 1 360 540 1 20 RECEPTACLE 2 RECEPTACLE RECEPTACLE 3 RECEPTACLE 20 1 540 360 _ �' - 1 20 RECEPTACLE 4 _ RECEPTACLE RECEPTACLE 5 RECEPTACLE 20 1 360 720 1 20 RECEPTACLE 6 RECEPTACLE RECEPTACLE 7 RECEPTACLE 20 1 360 360 h� 1 20 RECEPTACLE 8 RECEPTACLE RECEPTACLE 9 RECEPTACLE 20 1 % 360 360 1 20 RECEPTACLE 10 RECEPTACLE RECEPTACLE 11 RECEPTACLE 20 1 1 J 360 12 13 14 15 16 17 18 19 20 21 22 23 _. 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 j 40 41 42 43 _. 44 i I--- - - 45 46 47 48 49 50 51 52 53 54 TOTAL LOAD: 2 kVA 2 kVA 1 kVA OVA OVA OVA " R DEMAND FACTOR LEGEND v. RECEPTACLE 4680 VA 4680 VA 0 ELEVATOR PER NEC 620.14 MOTOR 100% a h „> HOTEL PER NEC 220.42 HEAT 100% ONNEC ED LOAD, 4680 VA KITCHEN PER NEC 220.56 MISC 100% 4680 VA tT 13 A RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE 208Y/12OV, 30, 4W S CAPACITY %;: 15 PANI AM�S ,..; 15 A UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% X-RAY PER NEC 517.73(2) NOTES & SPECIAL OPTIONS: 1 MSBHA1 1 MSBHB1 1HA 1LA 1LA1 SEAL exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA 9-0 4 tie00 www.exp.com • 0 Project #: 21011327 O*ex Cert of Auth: 29701 s \0 \\IIIIII///// •��\ �,�5 .....ALE���'%% No 76422 STATE OF LL1 FCORIDP- III vent ea t Zephyrhilis GENERATOR ADDITION Hunton N&I' DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL PANEL SCHEDULES PROJ. NO, H-15027.00 SHEET DRAWN Author E=801 1 ■ 2 ■ 3 ■ 4 ■ 15 ■ 6 ■ ■ 3 ■ g ■ 10 ■ 1 ■ ■ 13 IN 14 ■ 1 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ ■ ■ ■ ■ ■ 10 ■ 11 ■ 12 ■ 13 ■ 1 ■ 15 ■ 16 ■ 17 DISTRIBUTION PANEL: 1HB CB OPT: ST - SHUNT TRIP, FR - 100% RATED, L-LOCKABLE AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 65,000 VOLTAGE: 480Y/277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 1200 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: NORMAL CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 88866 9600 2 Spare; RECEPTACLE T-LDP 350 3 3 100 ELEVATOR S-4 ELEVATOR 3 88866 ! 9600 : 4 5 _ 8886600 6 7 9600 19200 8 ELEVATOR ELEVATOR S-3 100 3 3 200 CATH LAB MOBILE RECEPTACLE 9 9600 19200 - 10 -. 19200 11600 12 13 25600 ', 16000 : 14 RECEPTACLE 1HN3 225 3 3 150 ELEVATOR S-2 ELEVATOR 15 - 25600 16000 16 17 —� 25600 16000 18 19 11200 32000 20 RECEPTACLE T-5 100 3 11200 32000 1 3 250 1HN4 RECEPTACLE 21 22 23 11200 32000 24 25 -- 26 27 - 28 29 30 31 - - ! 32 33 34 35 37 � ! � - ' 36 38 39 41 40 42 43 44 45 46 47 f - 48 49 - 50 51 - -'- - 52 53 54 TOTAL LOAD: 212 kVA 212 kVA 212 kVA OVA OVA OVA My` C O N} �.� z „ DEMAND FACTOR LEGEND - ,H.,. LO' RECEPTACLE 530597 VA 270299 VA ELEVATOR PER NEC 620.14 MOTOR 100% ELEVATOR 105600 VA 95040 VA HOTEL PER NEC 220.42 HEAT 100% LOAD 636197 VA AL DEMAND LOAD 365339 VA NT 439 A KITCHEN PER NEC 220.56 MISC 100% RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% i 480Y/277V, 30, 4W UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% % 15 1505 A X-RAY PER NEC 517.73(2) NOTES & SPECIAL OPTIONS: NOTES & SPECIAL OPTIONS: SWITCHBOARD: 1 M S B LA1 VOLTAGE: 208Y/120V, 30, 4W BUS RATING: 1600 A MAIN: 1600A MB BRANCH TYPE: NORMAL CB OPT: 5T -SHUNT TRIP, FR -100%RATED, L -LOCKABLE A.I.C. AF-ARC FAULT CIRCUIT INTERRUPTER RATING: 35,000 GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 EP - EQUIPMENT GROUND FAULT (30mA) LOAD TYPE CKT NO A B C CB OPT LOAD SERVED # OF POLES 1 CB RATING RECEPTACLE 1 0 0 0 SPD 3 30A RECEPTACLE 2 12009 12009 12009 RECEPTACLE 3 400 A KITCHEN 3 18013 18013 18013 KP 3 400 A KITCHEN 4 15011 15011 15011 KP1 3 400A RECEPTACLE 5 19815 19815 19815 L3A 3 400 A RECEPTACLE 6 21616 21616 21616 MCCA 3 400 A RECEPTACLE 7 30022 30022 30022 TRANSFORMER 3 400 A RECEPTACLE 8 21616 21616 21616 L2A 3 400 A RECEPTACLE 9 12609 12609 12609 SP-1 3 200 A RECEPTACLE 10 11408 11408 11408 1_26 3 200 A 11 12 162120 VA 162120 VA 162120 VA PANEL CALCULATIONS: LOAD TYPE CONNECTED LOAD DEMAND LOAD DEMAND FACTOR LEGEND RECEPTACLE 387287 VA 198643 VA ELEVATOR PER NEC 620.14 MOTOR 100% PANEL TOTALS KITCHEN 99073 VA 99073 VA HOTEL PER NEC 220.42 HEAT 100% TOTAL CONNECTED LOAD 486360 VA KITCHEN PER NEC 220.56 MISC 100% TOTAL DEMAND LOAD 297717 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% TOTAL DEMAND CURRENT 826 A RECEPT. (HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE 208Y/120V, 30, 4W UNIT PANEL PER NEC 220.84 NON -COINCIDENTAL 100% SPARE LOAD CAPACITY % 15 X-RAY PER NEC 517.73(2) PANEL AMPS 950 A NOTES & SPECIAL OPTIONS: DISTRIBUTION PANEL: 1HC CB OPT: AF- ARCFAULTCIRCUIT INTERRUPTER LOCKABLE A.I.C. RATING: 65,000 VOLTAGE: 480YI277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR BUS RATING: 1200 A EO - ELECTRICALLY OPERATED, ss - SOLID STATE ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: NORMAL LOAD TYPE CKT NO LOAD SERVED CB P CB OPT A (VA) B (VA) C (VA) CB OPT P CB LOAD SERVED CKT NO LOAD TYPE - 1 SPARE - 800 3 - 0 0 - 3 600 - SPARE 2 - 3 0 I 0 1 4 5 j`- _ 0 6 - 7 SPARE - 400 3 - 0 0 - 3 400 SPARE 8 - 9 0 0 0 0 10 11- 12 -- 13 SPARE -- 250 3 - 0 0 j 3 250 - SPARE 14 - 15 F � 0 � 0 � - — 0 0 16 17 18 19 20 21 — 22 23 24 25 L -- 26 27 - 28 29 1 30 31 — 32 33 34 35 36 37 38 39 41 +--- 40 42 43 44 45 ( 46 47 48 49 51 _ _ 50 52 53 54 TOTAL LOAD: 0 kVA 0 kVA 0 kVA 0VA 0VA 0VA ` ,.PANEL CALCULATIONS.........CONNECTED DEMAND - ,a. c. s� kP D TYPE "PD LOAD DEMAND FACTOR LEGEND DEMAND r ri PANEL TOTALS ' ON 04"" 0 VA TOT�1 r� 0 VA TQTAI. DEMAN€} CIRN " 0 A ELEVATOR PER NEC 620.14 MOTOR 100% HOTEL KITCHEN PER NEC 220.42 PER NEC 220.56 HEAT 100% MISC100% RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) UNIT PANEL PER NEC 220.42 PER NEC 220.84 LARGEST MOTOR 125% NON-COINCIDEN... 100% Bm 460/277V, 30/, 4W L;, AEV .141? X-RAY PER NEC 517.73(2) A�^ 0 A NOTES & SPECIAL OPTIONS: DISTRIBUTION PANEL: 1HA1 CB OPT: ST-SHUNT TRIP, FR-100%RATED, L-LOCKABLE AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 65,000 VOLTAGE: 480Y/277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR BUS RATING: 800 A EO - ELECTRICALLY OPERATED, ss - SOLID STATE ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: NORMAL LOAD TYPE CKT NO LOAD SERVED CB P CB OPT A B C CB OPT P CB LOAD SERVED CKT NO LOAD TYPE RECEPTACLE 1 2NH1 70 3 5600 2560 3 20 GROUND FLOOR LIGHTS 2 LIGHTING 3 1 5600 2560 4 5 j 5600 2560 6 LIGHTING LIGHTING 7 9 LIGHTING LIGHTING 20 20 1 1 4432 4432 !4432 4432 1 1 20 20 LIGHTING LIGHTING 8 10 LIGHTING LIGHTING LIGHTING 11 LIGHTING 20 1 4432 12 LIGHTING 13 LIGHTING 20 1 4432 14 LIGHTING 15 LIGHTING 20 1 € 4432 { 16 LIGHTING 17 LIGHTING 20 1 4432 18 LIGHTING 19 LIGHTING 20 1 4432 20 LIGHTING 21 LIGHTING 20 1 j 4432 22 LIGHTING 23 LIGHTING 20 1 4432 24 LIGHTING 25 LIGHTING 20 1 4432 26 LIGHTING 27 LIGHTING 20 1 1 4432 i 28 LIGHTING 29 LIGHTING 20 1 I '' 4432 30 LIGHTING 31 LIGHTING 20 1 4432 j 32 LIGHTING 33 LIGHTING 20 1 4432 _ j 34 LIGHTING 35 LIGHTING 20 1 4432 36 LIGHTING 37 LIGHTING 20 1 1 4432 38 39 40 41 ! 42 LIGHTING 43 LTG - MANTINCE RM AND... 20 1 750 _� �, _ ! 44 LIGHTING 45 LTH- ELEC RMS 20 1 700 46 LIGHTING 47 LTG - OUTDOOR LTGS 20 1 _ ! 140 48 49 50 51 53 j _� -- -- L_ 52 54 55 56 57 59 � 1 58 60 61 —___- ----- i 62 63 _.. 64 65 �— 66 67 68 69 l 70 71 _-- 72 73 - 1 - 74 75 76 77 - - - 78 79 80 81 I 82 83 84 TOTAL LOAD:'' 40 kVA FEED THROUGH LOAD: 0 VA 35 kVA 30 kVA 0 VA OVA f a T PANEL CALCULATIONS: CONNECTED DEMAND DEMAND FACTOR LEGEND LOAD TYPE LOAD LOAD v LIGHTING 89046 VA 111308 VA ELEVATOR PER NEC 620A4 MOTOR 100% RECEPTACLE 16800 VA 13400 VA HOTEL PER NEC 220.42 HEAT 100% AL CONN,eCTED L AD . 105846 VA 124708 VA '�> ~ CUINT : 150 A VOLrtA.,- ° " 480Y/277V, 30, 4W t' 1 �E :I O xx,CAl�A,C , 7 °�t�.:a 15 EI:.MPS 172 A KITCHEN RECEPTACLE PER NEC 220.56 PER NEC 220.44 MISC 100% LIGHTING 125%\ RECEPT(HEALTHCARE) UNIT PANEL PER NEC 220.42 LARGEST MOTOR 125% PER NEC 220.84 NON COINCIDEN... 100% - - X-RAY PER NEC 517.73(2) NOTES & SPECIAL OPTIONS: PROVIDE WITH FEED THROUGH LUGS. 1HB 1HC LDP 1HA1 1 MSBLA1 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 WesthalI Lane Maitland, FL 32751 USA fi www.exp.com •� �i Project #: 21011327 Cert of Auth: 29701 SEAL `�,a��i,e►t®®�e A ( F�-��ss . 9 .. NSF° ' No. 76422 ° STATE OF �,",S,/ONA �-����``• CHARLES T. ALEXANDER - PE-76422 AdventHealth Zephyrhills GENERATOR ADDITION Hunton • * 9 A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL PANEL SCHEDULES PROJ. NO. H-15027.00 SHEET DRAWN Author E=80 ■ ■ 3 ■ 4 IN ■ ■ 7 ■ 8 ■ ■ 10 ■ 11 ■ 12 ■ 13 18 ■ 9 ■ 2 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ 3 ■ 4 ■ ■ ■ ■ ■ ■ C= ■ 11 ■ 12 ■ 13 ■ 14 ■ 1 ■ 16 ■ ■ R ■ P ■ 0 ■ N ■ M ■ L ■ 1 ■ J ■ e H s ■ G ■ F E a ■ M D ■ ■ ■ A 21 t; r b� SWITCHBOARD: 1GSBHA1 VOLTAGE: 480Y/277V, 30, 4W BUS RATING: 5000 A MAIN: BRANCH TYPE: ESSENTIAL CB OPT; sT-SHUNT TRIP, FR-100%RATED, L-LOCKABLE A.I.C. AF - ARC FAULT CIRCUIT INTERRUPTER RATING: 65000 GF- GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 EP - EQUIPMENT GROUND FAULT (30mA) LOAD TYPE CKT NO A B C CB OPT LOAD SERVED # OF POLES CB I RATING HVAC; Spare; LIGHTING; MIS... 1 52353 49323 40063 ATS LSHA 3 800 A Motor 2 260223 260223 260223 ATS EQHB 3 1600 A HVAC; Spare; HEAT; MISC;... 3 327435 332331 319547 ATS EQHA 3 1600 A HVAC; Spare; LIGHTING;... 4 72216 72216 68892 ATS CRHA 3 1600 A HVAC; Spare 5 253018 253018 253018 ATS CRHB 3 1600 A - 6 0 - - GEN 1 1 2000 A - 7 0 - GEN 2 1 2000 A - 8 0 - - GEN 3 (FUTURE) 1 2000 A -- 9 0 0 0 -- - LOAD BANK 3 2000 A 10 11 12 965246 VA 967112 VA 941744 VA PANEL CALCULATIONS: LOAD TYPE CONNECTED LOAD DEMAND LOAD DEMAND FACTOR LEGEND LIGHTING 101309 VA 126636 VA ELEVATOR PER NEC 620.14 MOTOR 100% PANEL TOTALS HEAT 600 VA 600 VA HOTEL PER NEC 220.42 HEAT 100% TOTAL CONNECTED LOAD 2874101 VA MISC 268125 VA 268125 VA KITCHEN PER NEC 220.56 MISC 100% TOTAL DEMAND LOAD 2771872 VA HVAC 1344052 VA 1344052 VA RECEPTACLE PER NEC 220.44 LIGHTING 1259/ TOTAL DEMAND CURRENT 3334 A RECEPTACLE 204096 VA 107048 VA RECEPT. (HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE 480Y1277V, 30, 4W ELEVATOR 169489 VA 138981 VA UNIT PANEL PER NEC 220.84 NON -COINCIDENTAL 100% SPARE LOAD CAPACITY % 15 Motor 786430 VA 786430 VA X-RAY PER NEC 517.73(2) PANEL AMPS 3834 A NOTES & SPECIAL OPTIONS: PAN E LBOARD: 1 LS HA CB OPT: sT - SHUNT TRIP, FR -100% RATED, L - LOCKABLE AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 35,000 VOLTAGE: 480Y/277V, 30, 4W GF-GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: SURFACE BUS RATING: 250 A EO - ELECTRICALLY OPERATED, ss - SOLID STATE ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: LIFE SAFTY _ CKT CB I CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) j C (VA) OPT P CB LOAD SERVED NO LOAD TYPE Spare; LIGHTING; 3 T-1LSLA 130 3 15846 j 2400 16446 2400 2 20 OUTSIDE LTG 4 LIGHTING MISC; RECEPTACLE — —--- —�- 5 ' 9586 2770 1 20 STAIRWELL L LTS 6 LIGHTING LIGHTING 7 STAIRWELL J LTS 20 1 2770 1 27 0 1 20 STAIRWELL K LTS 8 LIGHTING LIGHTING 9 OUTSIDE LTG/ EM LIGHT ELSC RM. 20 1 I 2770 2770 1 20 GIRD. FL EGRESS +EXIT LTG 10 LIGHTING LIGHTING 11 LOBBY EXIT LTS + EXIT DOOR LTS 20 1 1 2770 2770 1 20 EM LTS + EXIT LTS CHAPEL 12 LIGHTING LIGHTING 13 2ND FLOOR EGRESS PCU CORRR. 20 1 2770 2770 i 1 20 2ND FLOOR EGRESS ICU CORRR. 14 LIGHTING LIGHTING 15 BREAST CTR. +OBGYN EGRESS +... 20 1 2770 2770 1 20 1ST FL BED HALLWAY EXIT LTG 16 LIGHTING LIGHTING 17 1ST FLOOR EGRESS + EXIT LTG 20 1 2770 2770 J 1 20 GARDEN CORR. EGRESS + EXIT LTG 18 LIGHTING LIGHTING 19 GRE. FL + BREAST CTR EGRESS +... 20 1 2770 2770 i! 1 20 3RD FLOOR EGRESS +EXIT LTG 20 LIGHTING LIGHTING 21 2ND FL PCU,ICU, CORR. EXIT LTG 20 1 2770 0 - 1 20 - SPARE 22 23 SPARE - 20 1 - 0_ 0 1 20 - SPARE 24 25 SPARE - 20 1 - 0 0 T -� 1 20 -- SPARE 26 27 SPARE - 20 1 - 0 0 - 1 20 -SPARE 28 - - 29 SPARE - 20 1 - i 0 0 1 20 SPARE 30 - LIGHTING 31 LTG- ELEC RMS 20 1 700 160 1 20 LTG -OUTDOOR GEN. 32 LIGHTING LIGHTING 33 1LSHA-INVERTOR 20 1 0 34 35 -� -I - 36 37 i- - _ 38 39 40 41 - - _- -.- - -- - - 42 43 44 45 - 46 -- -- 47 48 49 _ -. -- I 50 51 _ I 52 53 54 TOTAL LOAD: 36 kVA 33 kVA 23 kVA FEED THROUGH LOAD: 0 VA 0 VA 0 VA PANE. CALCULATIONS: CONNECTED DEMAND � DEMAND FACTOR LEGEND LOAD TYPE ` LOAD LOAD �zr - LIGHTING 74717 VA 93396 VA ELEVATOR PER NEC 620.14 MOTOR 100% MISC 16600 VA 16600 VA HOTEL PER NEC 220.42 HEAT 100% TOTAL: CONNECTED LOAD 91857 VA RECEPTACLE 540 VA 540 VA KITCHEN PER NEC 220.56 MISC 100% w` 110536 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% 133 A RECEPT(HEALTHCARE) PER NEC 220A2 LARGEST MOTOR 125% VOLTAGE 480Y/277V, 30, 4W UNIT PANEL PER NEC 220.84 NON-COINCIDEN.,, 100% SPARE LQAR.C.pPACITY % 15 X-RAY PER NEC 517.73(2) _ „ j 153 A NOTES & SPECIAL OPTIONS: PROVIDE WITH FEED THROUGH LUGS. DISTRIBUTION PANEL: 1LSSBHA CB OPT: sr - SHUNT TRIP, FR - 100% RATED, L- LOCKABLE AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 35,000 VOLTAGE: 480Y/277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 800 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: 800A MB EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: LIFE SAFETY CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 35726 _ 8868 _ 2 Spare; LIGHTING; 3 1 32696 -- 8868 1 4 MISC; RECEPTACLE 1LSHA 225 3 3 300 ATS LE HVAC 5 6 i { 23436 j 8868 j 7 7760 0 — - 8 HVAC EAB 250 3 0 - 3 225 - SPARE - 9 7760 10 — - 11 12 7760 0 13 j-- - -- - _ 0� - 0 3 100 -SPARE 14 15 16 17� 18 19 - -- - 20 21 22 23 24 25 -'; - - + 26 27 -- - 28 29 - -:-- 30 31 - 32 33 - _ 34 35 - r T - 36 37 - - 38 39 _ -- 40 41 � x 42 43 _ 44 45 46 47 _.. - - f 48 49 50 51 52 5354 TOTAL LOAD: 52 kVA 49 kVA 40 kVA FEED THROUGH LOAD: 0 VA 0 VA 0 VA \ PANEL CALCULATIONS CONNECTED- DEMAND DEMAND FACTOR LEGEND'` ` LOAD TYPE' LOAD , .. LOAt1 LIGHTING 74717 VA 93396 VA ELEVATOR PER NEC 620.14 MOTOR 100% Y 141740 VA 160419 VA MISC 16600 VA 16600 VA HOTEL PER NEC 220.42 HEAT 100% RECEPTACLE 540 VA 540 VA KITCHEN PER NEC 220.56 MISC 100%° _ HVAC 49883 VA 49883 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% DEIVIAND CURRENT J 193 A RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% "°" ¢' » 480Y/277V, 30, 4W Ue' 15 222 A UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% X-RAY PER NEC 517.73(2) NOTES & SPECIAL OPTIONS: PROVIDE WITH FEED THROUGH LUGS. DISTRIBUTION PANEL: 1LSLA CB OPT: sT-SHUNT TRIP, FR - 100% RATED, L— LOCKABLE AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 10,000 VOLTAGE: 208Y/12OV, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: SURFACE EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 225 A ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: 250A MB EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: LIFE SAFTY CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT ! A (VA) B (VA)I C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 2042 3002 2 LIGHTING GLL1 60 3 3 100 1LL1 LIGHTING 3 1 C ; 2042 3002 1 4 2042 3002 6 7 600J_ 1 20 MED GAS 1ST FLOOR ECHO... 8 LIGHTING LIGHTING 9 FD 105 20 1 600 600 1 20 LIGHTS & EXIT SIGN IN MED SUPPLY 10 LIGHTING LIGHTING 11 ELEV LTS ELEV #1 20 1 ( 600 0 - 1 20 -- SPARE 12 - - 13 SPARE 20 1 - 00 � - 1 20 - SPARE 14 - - 15 SPARE - 20 1 0 0 1 20 - SPARE 16 - - 17 SPARE - 20 1 - 0 0 - 1 20 SPARE 18 - - 19 SPARE - 20 1 - 0 0 -- — T --- - 0 0 - - 500 500 1 3900 3900 �I ,6 1 1 20 - SPARE 20 - - 21 SPARE - 20 1 - 1 20 -- SPARE 22 MISC 23 BATTERY CHARGER GEN-2 20 1 1 20 BATTERY CHARGER GEN -1 24 MISC 25 MISC JACKET HEATER 20 2 2 20 JACKET HEATER MISC III 27 77 3900 3900 226 RECEPTACLE 29 REPT- ELETRICAL RMS 20 1 540 2402 3 60 GLL1 30 LIGHTING 31 2402 32 33 2 0 34 35 __- - ,Ed 36 37 _ '' - i - - - T -- - - - - - - - I- 38 39 40 41 42 4344 45 46 47 48 49 50 51 - - 52 53 T j 54 -- - - TOTAL LOAD: 16 kVA 16 kVA 10 kVA OVA OVA OVA IM, DEMAND FACTOR LEGEND -- LIGHTING 24737 VA 30921 VA ELEVATOR PER NEC 620.14 MOTOR 100% PAN MISC 16600 VA 16600 VA HOTEL PER NEC 220.42 HEAT 100% TOTAL CONNECTEp LOADS 41877 VA RECEPTACLE 540 VA 540 VA KITCHEN PER NEC 220.56 MISC too°i° 48061 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% TO 133 A RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% Vq 208Y/120V, 30, 4W UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% SPIE LfSA`1CAPACITYa 15 X-RAY PER NEC 517.73(2) PANEL#119�PS� 153 A NOTES & SPECIAL OPTIONS: 1 ■ 2 ■ 3 ■ 4 113 ■ ■ 8 ■ a 12 ■ I> ■ 4 ■15 1GSBHA1 1LSSBHA 1LSHA 1LSLA expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA t 0 www.exp.com 0�!DID Project #: 21011327 ex Cert of Auth: 29701 i SEAL � I I I A L V No. 76422 m Vj° STATE OF 0 1111.NAI1111 ®E��oe CHARLES T. ALEXANDER - PE-76422 9 AdventHealth Zephyrhilis GENERATOR ADDITION Hunton * +•9 A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL PANEL SCHEDULES PROJ. NO. H-15027.00 SHEET DRAWN Author Em803, Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■9 . 3 . . . . 7 . ■ � ■ 10 ■ j ■ " . • v . z . I;n ■ 17 CB OPT: sT - SHUNT TRIP, FIR -100% RATED, L - LOCKABLE DISTRIBUTION PANEL: 1 CRSBHA AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 35,000 VOLTAGE: 480Y/277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 1200 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: 1600A MB SS EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: CRITICAL CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 0 33972 2 LIGHTING; Spare; 1CRHA 20 3 3 400 1HC1 RECEPTACLE; 3 0 33972 4 TRANSFORMER TRANSFORMER 5 0 30648 6 0 38244 ', 8 - TIE - 120 3 _ 3 400 ATS-1A HVAC 9 q7 - 0 rt 38244 ! T 10 0 -� 4 11 0 0 0�..._ 38 -� 12 13 _ 14 15 16 - SPARE - 225 3 - 0 0 - 3 225 - SPARE 17 _ -- 0 0 _ 18 19 0 0 20 - SPARE - 400 3 - 0 - -....- 3 400 06 SPARE - 21 0 22 - 0 0 23 - 24 25 26 27 28 29 � I 30 31 -------------- 32 33 34 35 36 37 38 - -- 40 39 - I - - 41 - - 42 - - -- - 44 45 - 46 47 j -I - - I � 48 49 50 51 - - 52 53 - 54 TOTAL LOAD: 72 kVA 72 kVA 69 kVA OVA OVA OVA EIEMAND.' DEMAND FACTOR LEGEND LOAD. 0 ELEVATOR PER NEC 620.14 MOTOR 100% HOTEL PER NEC 220.42 HEAT 100% TOTAL CONNECT 213323 VA KITCHEN PER NEC 220.56 MISC100% TOTAL DEMAND L1.' 188971 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% TOTAL DEMAND CURRIE °; 227 A RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE "' ` 480Y/277V, 30, 4W UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% SP '' 15 X-RAY PER NEC 517.73(2) PANEL AMPS261 A LIGHTING 26592 VA 33240 VA RECEPTACLE 72000 VA 41000 VA HVAC 114731 VA 114731 VA NOTES & SPECIAL OPTIONS: PANELBOARD: 1HC1 CB OPT: ST-SHUNT TRIP, FR-100%RATED, L- LOCKABLE AF -ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 14,000 VOLTAGE: 480Y/277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: SURFACE EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 400 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: CRITICAL CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 4800 0 2 RECEPTACLE 3 2HC1 60 3 _ 4800 0 ' 3 175 T-1 4 TRANSFORMER 5 - -- 4800 0 6 7 4800 4800 F 8 RECEPTACLE 9 T-10 60 3 4800 4800 1 3 50 T-11 10 RECEPTACLE 11 4800 4800� 12 13 4800 4800 14 RECEPTACLE 15 T-6 50 3 y_ 4800 4800 3 225 CATH LAB 16 RECEPTACLE 17 4800—!I 4800 18 LIGHTING 19 LTS 1ST FL PT + OT,1609 MECH... 20 1 - 1662 1662 _ i 1 20 LTS 1ST FL MECH RM, RM 1600 20 LIGHTING LIGHTING 21 1ST FL PT. TREATMENT 20 1 1662 L-� - -- 1662 1 20 LTG 1ST FL. BIOMED, CLEAN LINEN 22 LIGHTING LIGHTING 23 LTG OBGYN EXAM 20 1 I 1662 1662 _ 1 20 LTS GIRD FL ELECTRICAL ROOM... 24 LIGHTING LIGHTING 25 LTS 1ST FL. 1381 + 1897 20 1 1662 1662 _ _I 1 20 POOL MECH ROOM LTGS 26 LIGHTING LIGHTING 27 LTS 1ST FL. CARDIOPULMONARY... 20 1 1662 1662 1 20 LTS G022 28 LIGHTING LIGHTING 29 LTG 1ST FL CARDIOPLUMONARY 20 1 1662 1662 ! 1 20 LTG G054 30 LIGHTING LIGHTING 31 LTG 1ST FL CARDIOPLUMONARY 20 1 1662 1662 'il 1 ZO LTG G052 32 LIGHTING LIGHTING 33 LTS ELEVATOR LOBBY, G030... 20 1 1662 1662 1 20 2ND FLOOR ICU+PCU MECH RMS 34 LIGHTING ' 35 � --� - -;- I 36 37 — — 38 39 40 41 - �-- - - -- - 42 43 ! - 44 45 - - 46 47 - - 48 49 - - - 50 51 52 53 54 TOTAL LOAD: 34 kVA 34 kVA 31 kVA 0 VA 0 VA OVA .. PANEL CALCULATIO DEMAND FACTOR LEGEND �y R LOAD TYPE LOA � .... LOAD LIGHTING 26592 VA 33240 VA ELEVATOR PER NEC 620.14 MOTOR 100% PANEL TQTALS z s RECEPTACLE 72000 VA 41000 VA HOTEL PER NEC 220.42 HEAT 100% TOTAL CQNNECTEO(IOAD 98592 VA KITCHEN PER NEC 220.56 MISC 100% TOTAL DENtAND.LOA© 74240 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% TOTAL DEMAND CURRENT" 89 A RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE- 480Y1277V, 30, 4W UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% SPARE LOAD CAPACITY °l"" 15 X-RAY PER NEC 517.73(2) fANEL AMPS;; 103 A NOTES & SPECIAL OPTIONS: CB OPT: ST -SHUNT TRIP, FR -100% RATED, L -LOCKABLE PAN E LBOARD : 1CRHA AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 14,000 VOLTAGE: 480Y/277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: SURFACE EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 400 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: CRITICAL CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 -- 0 0 2 TRANSFORMER 3 T-1CRLA 175 3 ! 1 0 1 0 - 3 100 -SPARE 4 - 5 - 0 0 6 7 0 0 j_ 8 9 0 0 10 - SPARE - 60 3 - - 3 100 - SPARE - 11 0 0 12 13 14 15 1 16 17 18 19 20 21 � I � - --- 22 23 - - 24 25 26 27- L - 28 29 1 30 - L 32 33 - 34 35 - 36 37 _ ( -- 38 39 _ 40 41 7 42 43 44 45 46 47 -�I 48 49 50 51 -. 52 53 54 TOTAL LOAD: 0 kVA 0 kVA 0 kVA OVA 0VA OVA ti s ��NI . LEGEND DEMAND FACTOR m s a; r 0 `R .. ..•. ELEVATOR PER NEC 620.14 MOTOR 100% HOTEL PER NEC 220.42 HEAT 100% TOTAL CONNECTED L A 0 VA KITCHEN PER NEC 220.56 MISC 100% TOTAL DEMAND°''LOAD .z':` N''' 0 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% TOTAL DEMAND 'CURRENT .' 0 A 480Y/277V, 30, 4W RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% 1, 15 0 A UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% X-RAY PER NEC 517.73(2) NOTES & SPECIAL OPTIONS: CB OPT: sT -SHUNT TRIP, FR -100% RATED, L -LOCKABLE PAN E LB OARD C B D P : AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 10,000 VOLTAGE: 208Y/12OV, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: SURFACE EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 400 A ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: 400 A MCB EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: CRITICAL CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) � OPT P CB ' LOAD SERVED NO LOAD TYPE RECEPTACLE 1 NOC#2 UPS 100 2 6240 2080 _ 2 30 NOC #2 SERVER 2 RECEPTACLE _ 4 3 6240 2080 --- 5 2402 8406 6 RECEPTACLE 2LC4 100 3 2402 8406 3 100 2LC5 RECEPTACLE 7 8 9 2402 8406 10 11 I 6 _ j _8406 I 8406 12 RECEPTACLE 13 2LC3 100 3 8406 8 3 100 1LCA 14 RECEPTACLE 15 8406 8406 _ 16 17 8406 8406 18 RECEPTACLE 2LC1 150 3 3 150 1LC6 RECEPTACLE 19 8406 8406 20 21 8406 8406 22 23 8406 1200 1 20 AHU #2 CONTOLLRT 2ND FL PCU 24 RECEPTACLE RECEPTACLE 2LC6 125 3 1 8406 25 1200 1 20 REC WRR, RM 16001 ELEV CORR.... 26 RECEPTACLE 8406 1200 1 20 RECPT ELEV C EQ. RM 1132 PT 28 RECEPTACLE 27 RECEPTACLE 29 AHU #4 CONT. WND FL ICU/RES 20 1 1200 1200 �1200 i 1 20 RECPT PHYSICAL THERAPY GYM 30 RECEPTACLE RECEPTACLE 31 RECEPTS MRR, RM 605 20 1 1200 1 20 NOC 2 SERVER RECPT 32 RECEPTACLE RECEPTACLE 33 PHYSICAL THERAPY TREATMENT 20 1 - 1200 1200 � - 1 20 BIOMED STRIP RECPT 34 RECEPTACLE RECEPTACLE 35 PT PHYSICAL THERAPY NURURSE... 20 1 1200 1200 1200 1200 1 20 MAIL ROOM 208 RECPT 36 RECEPTACLE RECEPTACLE 37 AHU#8 CONTROOLLER 2ND FL ICU 20 1 1 20 BIOMED STRIP RECPT 38 RECEPTACLE 39 _ -- 40 41 , _ _ �� I - I 42 43 _- - -- -- - - - --- -! � I _ - - - - �- i I - - - 44 45 46 47 48 49 50 51 -- 2 5 5354 TOTAL LOAD: 67 kVA 65 kVA 59 kVA OVA 0 VA 0 VA PANEL CALCULATIONS . _ C ONNECTE DE . mmwll - DEMAND FACTOR LEGEND - Lfl AD TYP fl L L " - RECEPTACLE 190757 VA 100379 VA MOTOR 100/0 PER NEC 620.14 ELEVATOR P i 4., 'Pr d i y TOTAL CONNECTED LOAD" ^ 190757 VA �� 100379 VA TOTAL DEMAND CURRENT 279 A HOTEL PER NEC 220.42 HEAT 100% KITCHEN PER NEC 220.56 MISC 100% RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% 9 " 208Y/12OV, 30, 4W N 15 UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% .. A - m s , :', 320 A X-RAY PER NEC 517.73(2) NOTES & SPECIAL OPTIONS: 1CRSBHA 1CRHA 1HC1 CBDP ■ ■ ■ I, L ■ ■ exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com ` •, ■ Project #: 21011327 • Cert of Auth: 29701 SEAL No. 76422 ��� ' ■ ®Q °` STATE OF NA 1111/I11111®� I CHARLES T. ALEXANDER - PE-76422 ■ I ventHealth Zephyrhilis GENERATOR ADDITION ■ f Hunton ■ A R C H I T E C T S DATE SUBMISSION NO � 12.17.21 CONSTRUCTION DOCUMENTS ■ ■ ELECTRICAL PANEL SCHEDULES PROJ. NO. H-15027.00 SHEET DRAWN Author E-804 17 Is 12 13 0 14 0 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 ■ ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ ■ 0 ■ r ■ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ ■ ■ 9 ■ 10 ■ ■ ■ ■ 44 ■ 15 ■ ■ R s ■ P ■ 0 ■ N ■ ,,, ■ L ■ K ■ J ■ H ■ G ■ F ■ E 4 ■ D C ■ 13 ■ A CB OPT: ST-SHUNT TRIP, FR-100%RATED, L-LOCKABLE DISTRIBUTION PANEL: 1CRLA FAULT CIRCUIT INTERRUPTER aF-ARC A.I.C. RATING: 10,000 VOLTAGE: 208Y/12OV, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: SURFACE EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 225 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: 250A MB EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: CRITICAL CKT CB I CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) _ _ C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 7205 4563 2 LIGHTING UTILITY BUILDING LIGHTS 100 3 T 7205 t 4563 3 80 EC26 RECEPTACLE 3 4 5 � 7205 4563 6 7 3843 0 : 8 9 3843 0 10 RECEPTACLE 2LCR1 60 3 - 3 100 - SPARE - 11 3843. 0 12 13 -}- --- ' ' 14 15 f - 16 17 18 19 .___. 20 21— 22 23 24 25 26 27 28 29 - - 30 31 = 32 33 <.' £: - 34 _ 35 36 37 ' 38 39 40 41 - - 42 43 - 44 45 46 47 f �— - ' - 48 49 - 50 51 52 53 54 _ TOTAL LOAD: 16 kVA 16 kVA 16 kVA OVA OVA OVA k I ( ALCULATIONS : CONNECTED , DEMAND'. "', DEMAND FACTOR LEGEND LOAD TYPE' LOAD LOAD ELEVATOR PER NEC 620.14 MOTOR 100 LIGHTING 21616 VA 27020 VA /° RECEPTACLE 25219 VA 17609 VA HOTEL PER NEC 220.42 HEAT 100% ,`' D..; , 46835 VA oFY DEMAND LO 44629 VA TOTAL DEMAND CUR, y '` 124 A TALE _ 208Y/12OV, 30, 4W D CAPACITY % 15 „S ] 142 A KITCHEN PER NEC 220.56 MISC 100% 'TOTAL RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% X-RAY PER NEC 517.73(2) NOTES & SPECIAL OPTIONS: DISTRIBUTION PANEL: 1CRSBHB CB OPT: ST - SHUNT TRIP, FIR -100%RATED, L- LOCKABLE AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 35,000 VOLTAGE: 480Y/277V, 30, 4W GF- GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR BUS RATING: 1200 A EO - ELECTRICALLY OPERATED, ss - SOLID STATE ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: 1200 A MCB EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: CRITICAL CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 159349 0 - 2 3 4 HVAC ATS CB 800 3 159349 0 3 400 1CRHB Spare 5 - �— - - 159349 0 6 7 93669 0 i �— I, 8 9 93669 0 10 HVAC ECB 800 3 3 225 - SPARE - 11-� 12 6 9 0 13 0 0 - 14 - SPARE - 400 3 3 225 - SPARE 15 . 0 0 16 _ T 0 0 18 19 0 I 20 - SPARE - 400 3 - 21 --f 22 23� _—f —0 _ 0 24 25 26 27 j 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 � 48 49 -- - �I'� - 50 51 j - 52 53 54 TOTAL LOAD: _ 253 kVA 253 kVA 253 kVA 0 VA 0 VA 0 VA M-M ft DEMAND FACTOR LEGEND 3... r HVAC 759054 VA 759054 VA 0 ELEVATOR PER NEC 620.14 MOTOR 100% Z� 3� n3 HOTEL PER NEC 220.42 HEAT 100% 759054 VA ems.. 759054 VA TdTAE T`"1913 A VOLTAGE 480YI277V, 30, 4W SPARE.LOAQ7,CAPACITY KITCHEN PER NEC 220.56 MISC 100% RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% X-RAY PER NEC 517.73(2) PANEL AMPS" 913 A - NOTES & SPECIAL OPTIONS: NOTES & SPECIAL OPTIONS: PROVIDE WITH FEED THROUGH LUGS. 1CRLA 1CRSBHB 1CRHB 1CRLB expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com •� �, r • Project #: 21011327 Cert of Auth: 29701 • SEAL ``X%11 s o 111111®s 'T . A L U ' No. 76422 - ° OSTATE OF ✓�T�S°° FCORIDP°^'°��`°' CHARLES T. ALEXANDER - PE-76422 9 ntHealth Zephyrh3F�3�° ls GENERATOR ADDITION Hunton • ARCH I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL PANEL SCHEDULES PROJ. NO. H-15027.00 SHEET DRAWN Author Em805 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7■ 8 ■ 0 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 1 ■ 2 ■ ■ ■ ■ ■ 7 ■ ■ ■ ■ �.i 11 ■ ■ 14 ■ l ■ 16 ■ 17 ■ 18 ■ 1; ■ DISTRIBUTION PANEL: 1EQSBHA CB OPT: sT - SHUNT TRIP, FR - 100% RATED, L- LOCKABLE ARC FAULT INTERRUPTER AF - CIRCUIT A.I.C. RATING: 35,000 VOLTAGE: 480Y/277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 1200 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: 1200 A MCB EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: EQUIPMENT CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE HVAC; Spare; 1 888451 68878 2 HVAC; Spare; HEAT; 3 88845 73774 4 RECEPTACLE; 1HE1 800 3 3 800 1EQHA MISC; RECEPTACLE; ELEVATOR; Motor ELEVATOR 5 85805 67870 6 7 58751 77042 8 HVAC 9 EQB 600 3 58751 77042 i 3 800 ATS EQ 10 MISC 11 58751 77042 12 13 0 0 l 14 - SPARE - 800 3 3 600 - SPARE 15 0 0 _ - - 16 -- D 17 0 18 19 0 24320 20 - SPARE - 400 3 -- 3 400 1HE2 HVAC 21 0 24320 22 23 0 20480 24 25 -- -- 26 27 j 28 29 —�-- _ 30 31 32 33 34 35 36 37 9600 i _ 3 100 ELEV S-1 38 ELEVATOR 39 9600 40 41 ----- 9600 42 43 - -- 44 45 46 47 - 48 49 - -- 50 - 51 52 53+ 54 TOTAL LOAD: 327 kVA 332 kVA 320 kVA 0 VA 0 VA 0 VA F�IN I WIN L, DEMAND FACTOR LEGEND HEAT 600 VA 600 VA ELEVATOR PER NEC 620.14 MOTOR 100% A ^' � C�1+iF OTEp € AD 979314 VA MISC 251525 VA 251525 VA HOTEL PER NEC 220.42 HEAT 100% , RECEPTACLE 131556 VA 70778 VA KITCHEN PER NEC 220.56 MISC 100% 888028 VA ELEVATOR 169489 VA 138981 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% 1068 A HVAC 420384 VA 420384 VA RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% 480Y/277V, 30, 4W Motor 5760 VA 5760 VA UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% ARtL1 AFACi1Y /p'' 15 ` 1228 A X-RAY PER NEC 517.73(2) NOTES & SPECIAL OPTIONS: PAN E LBOARD: 1HE1 CB OPT: sT — SHUNT TRIP, FR —100% RATED, L — LOCKABLE AF — ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 35,000 VOLTAGE: 480Y/277V, 30, 4W GF — GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR BUS RATING: 600 A EO — ELECTRICALLY OPERATED, ss — SOLID STATE ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: EQUIPMENT LOAD TYPE CKT NO LOAD SERVED CB P CB OPT A B C CB OPT P CB LOAD SERVED CKT NO LOAD TYPE HVAC; Spare; RECEPTACLE 1 T-EQDP 175 3 12525 1600 3 35 AHU/PRAM HOOD 2 HVAC 3 5 112525 1600 4 9485 1600 6 HVAC 7 PHAM. EX HOOD. 15 3 1600 1600 - 3 15 AHU #4 8 10 HVAC 9 1600 1600 1600 j 1600 11 12 ELEVATOR 13 ELEV C 60 3 5600 9600 5600 r 9600 i 3 3 3 100 30 250 ELEV B-2 AHU #1 ANGIO ROOM 101 14 ELEVATOR HVAC RECEPTACLE 15 16 17 5600 9600 18 20 HVAC 19 MED AIR COMPRESSOR 150 3 9600 2400 -- 9600 2400 - 21 22 23 9600 � 2400 24 26 HVAC 25 AHU #1 30 3 1600 24000 _ -- 24000 27 2$ 29 �1600 1600 24000 30 HVAC 31 AHU #3 20 3 1600 9600 ! I 3 100 ELEV B-1 32 ELEVATOR 33 -- 1600 9600 34 35 4 1600 9600 36 HVAC 37 HVAC 20 3 2400 1920��� 3 20 HYD FL LIFT 3$ Motor 39 2400 1920 40 41 2400 1920 42 HVAC 43 SMOKE EVAC FAN 35 3 i_ 3200 44 45 3200 46 47 - 3200 48 49 50 51 - 52 53 54 TOTAL LOAD: 89 kVA _ 89 kVA 86 kVA 0 VA 0 VA 0 VA PANEL'CALCULATtO�iS: CON`" 77 DEMAND FACTOR LEGEND LOAD TYPE' l ia?z Y TOTALCONNECTED.LOA 263495 VA TOTAL DEMAND LOAD 219775 VA TOTAL DEMAND CURRENT 264 A VOLTAGE 480Y/277V, 30, 4W SPARE LOAD CAPACITY % 15 AMIPS 304 A RECEPTACLE 82560 VA 46280 VA ELEVATOR PER NEC 620.14 MOTOR 100%,. ELEVATOR 74400 VA 66960 VA HOTEL PER NEC 220.42 HEAT 100% HVAC 100775 VA 100775 VA KITCHEN PER NEC 220.56 MISC 100% Motor 5760 VA 5760 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% X-RAY PER NEC 517.73(2)ANiEL NOTES & SPECIAL OPTIONS: NOTES & SPECIAL OPTIONS: NOTES & SPECIAL OPTIONS: 1EQSBHA 1EQHA 1HE1 1EQLA expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA 01-0 www.exp.com •� �j r' o Project #: 21011327 ex Cert of Auth: 29701 SEAL N011111 t 11 t t /o AL6.I 1,'e NS U ° No. 76422 -10 s 40 STATE OF 'el S70NA4- ��Stt11i1111� CHARLES T. ALEXANDER - PE-76422 9 AdventHealth Zephyrhilis GENERATOR ADDITION Hunton as : • A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL PANEL SCHEDULES PROJ. NO. H-15027.00 SHEET DRAWN Author Em8O. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 6 ■ 9 ■ 10 ■ ■ ■13 ■ 14 ■; 5 ■ 1; ■ 17 ■ 18 ■ I ■ ;E;i Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 ■ ■ 3 ■ 4 ■ 5 ■ � ■ ■ ■ 9 ■ 10 ■ 1 ° ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ N ■ rr PAN ELBOARD: EQDP CB OPT: ST -SHUNT TRIP, FR -100%RATED, L -LOCKABLE ARC FAULT CIRCUIT INTERRUPTER AF - A.I.C. RATING: 10,000 VOLTAGE: 208Y/120V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: FLOOR EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 400 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: 400 A MCB EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: EQUIPIMENT CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE 1 2402 0 2 HVAC EXHAUST FAN 2ND FLOOR 2260 30 3 2402 0 3 20 SPARE IN JB G022 DIALYSIS HVAC 3 4 5 2402 0 6 7 4203 2080 8 2 30 1ST FL NOC#2 AHU#2 HVAC 9 4203 2080 10 HVAC CONDENSING UNIT #2 NOC #2 50 3 11 4203 960 1 20 RECEPTS SE CORR 12 RECEPTACLE RECEPTACLE 13 FOUNTIAN COURTYARD 20 1 960 1 960 1 20 RECEPTS SE CORR 14 RECEPTACLE RECEPTACLE 15 RECEPTS COURTYARD 20 1 960 960 t 1 20 RECEPTS SE CORR 16 RECEPTACLE RECEPTACLE 17 1ST FL POWER DOORS SE CORR. 20 1 960 960 1 20 S1-ELEAVATOR OIL COLLIER 18 RECEPTACLE RECEPTACLE 19 EXHAUST FAN 2ND FLOOR 2209 20 1 _ 960 1 960 1 20 RECEPTS DIALYSIS 20 RECEPTACLE RECEPTACLE 21 RECEPTS DIALYSIS 20 1 _ 960 960 - - - 1 20 RECEPTS GIRD. FL EKECTRICAL... 22 RECEPTACLE - 23 SPARE - 20 1 - 0 0 - 1 20 - SPARE 24 - 25 SPARE -- 20 1 -- 0 �0� �{ T - 1 20 6 SPARE 26 - 27 SPARE -- 20 1 -- 0 - 1 20 - SPARE 28 - _0 - 29 SPARE - 20 1 - 0 0 - 1 20 a SPARE 30 -- - 31 SPARE -- 20 1 -- 0 0 _ - 1 20 SPARE 32 -- 33 34 35 36 J - 37 - 38 39 - 40 41 -I - -- -- 42 45 - 46 47 48 49 ------ - L 50 51 -� 52 53 - 54 TOTAL LOAD: 13 kVA 13 kVA 9 kVA OVA OVA OVA PANEL CALCULATIONS: CONNECTED DEMAND` DEMAND FACTOR LEGEND LOAD TYPE LOAD ; LOAD P,., TOTAL CnNINE CTED 1OAi134535 VA RECEPTACLE 10560 VA 10280 VA ELEVATOR PER NEC 620.14 MOTOR 100% HVAC 23975 VA 23975 VA HOTEL PER NEC 220.42 HEAT 100% KITCHEN PER NEC 220.56 MISC 100% TOTAL DEMAND L(#At�;r 34255 VA T+ WDEMAND CU 95 A RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOTAGE'' ' 208Y/120V, 30, 4W UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% 15 X-RAY PER NEC 517.73(2)a. 109 A NOTES & SPECIAL OPTIONS: CB OPT: 5T - SHUNT TRIP, FR -100% RATED, L - LOCKABLE PAN E LBOARD:1 H E2 AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 35,000 VOLTAGE: 480Y/277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: SURFACE BUS RATING: 400 A EO - ELECTRICALLY OPERATED, ss - SOLID STATE ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: EQUIPIMENT LOAD TYPE CKT NO LOAD SERVED CB P CB OPT A�(VA) B (VA) C (VA) CB OPT P CB LOAD SERVED CKT NO LOAD TYPE HVAC 1 AHU #5 20 3 2560 2560 T 2560 2560 3 20 AHU #7 2 HVAC 3 4 25.60 j 2560 6 HVAC 7 AHU #6 20 3 2560 2560 3 20 AHU #11 3RD FLOOR 8 HVAC 9 2560 2560 _ 10 11 _ L _-_ : 2560 2560 12 HVAC 13 AHU #6 20 3 2560 2560 3 20 AHU#2 14 HVAC 15 f ,' 2560 2560 16 17 2560 2560 18 HVAC 19 POOL COND 25 3 2560 2560 - 2560 2560 3 20 PAHU #1 20 HVAC 21 22 23 2560 I 2560 24 HVAC 25 POOL JET PUMP 20 2 3840 + 26 27 -- - 3840 28 29 _ - - 30 31 32 33 34 35 _- 36 37 -_ 38 39 41 - 40 42 43 I -� - - � � 44 45 47- _ _ 46 48 49; 50 51 52 53 j- - -- S4 TOTAL LOAD: _ 24 kVA 24 kVA 20 kVA 0 VA OVA 0 VA ®L®ADD DEMAND FACTOR LEGEND r'9 ELEVATOR PER NEC 620.14 MOTOR 100% PANEL TOTALS HOTEL PER NEC 220.42 HEAT 100% TOTAL CONNECTED LOAD 69120 VA KITCHEN PER NEC 220.56 MISC 100% TOTAL DEMAND LOAD 169120 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% TOTAL DEMAND CURRENT 183 A 480Y/277V, 30, 4W RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE,.- UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% SPARE LQAD CAPACI 15 X-RAY PER NEC 517.73(2) PANEL AMPS 96 A HVAC 69120 VA 69120 VA NOTES & SPECIAL OPTIONS: tK f: 4 ✓q ..... ... ....... .. _ ' - _ ..+Hsu r : _ .., ..,.L x 71 s... EN t,_, ., . . CLOSUR A,N I BRNHT'E CS 20 'TING I � { 2 EX13. , fi" L err.. I 2 € �,> w:. 1� HVAC -`1 20 EX MISC 23 D T B1 50 1 I 4 38 0 24 25 -- 26 27 _ 28 29 _ 30 TOTAL LOAD: 17 kVA 11 kVA 14 kVA FEED THROUGH LOAD: 0 VA 0 VA 0 VA " \ AE1L.CALCULATIONS : CONNECTED DEMAND FACTOR LEGEND TYPE MISC 22936 VA 22936 VA ELEVATOR PER NEC 620.14 MOTOR 100% 41500 VA RECEPTACLE 10224 VA 10112 VA HOTEL PER NEC 220.42 HEAT 100% HVAC 5640 VA 5640 VA KITCHEN PER NEC 220.56 MISC 100% 41388 VA Other 2700 VA 2700 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% E LOAE CAPACITY 115 A 208Y/120V, 30, 4W RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% X-RAY PER NEC 517.73(2) 115 A NOTES & SPECIAL OPTIONS: PROVIDE WITH FEED THROUGH LUGS. 1 LSHA-INVERTOR CB OPT: A.I.C. RATING: 10,000 VOLTAGE: 480Y/277V, 30, 4W MOUNTING: FLOOR BUS RATING: 30 A ENCLOSURE: NEMA 1 MAIN: MLO BRANCH TYPE: EMERGENCY CKT CB CB CKT LOAD TYPE NO LOAD SERVED CB P OPT A (VA) 300 1 B (VA) I C (VA) OPT - P CB' LOAD SERVED NO LOAD TYPE LIGHTING LIGHTING 20 1 2 3 - 5 6 7 - 8 9 , - 10 TOTAL LOAD: 0 kVA 0 kVA 0 kVA FEED THROUGH LOAD: 0 VA 0 VA 0 VA [iEMAND ' DEMAND FACTOR LEGEND I )OAD - r; LIGHTING 300 VA 375 VA ELEVATOR PER NEC 620.14 MOTOR 100% HOTEL PER NEC 220.42 HEAT 100% KITCHEN PER NEC 220.56 MISC 100% RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% UNIT PANEL PER NEC 220.84 NON COINCIDEN... 100% X-RAY PER NEC 517.73(2) PANEL TOTALS TOTAL CONNECTED LOAD TOTAL DEMAND LOAD TOTAL DEMAND CURRENT VOLTAGE SPARE LO , PACITY % PANEL A 300 VA 375 VA 0 A 480Y/277V 30, 4W 0 A NOTES & SPECIAL OPTIONS: PROVIDE WITH FEED THROUGH LUGS. EQDP EQBL 1HE2 1LSHAINVERTOR exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com • •, Project #: 21011327 `• Cert of Auth: 29701 • SEAL I i i lo ° No. 76422 ® -10 ` o e44/ I r 0 STATE OF CHARLES T. ALEXANDER - PE-76422 9 tHealth Zephyrhilis GENERATOR ADDITION Hunton A R C H I T E C T S DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS ELECTRICAL PANEL SCHEDULES PROJ. NO. H-15027.00 SHEET DRAWN Author Em807 ■ 2 ■ 3 ■ 1 ■ w ■ 6 ■ ■ ■ ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 1 - • 16 ■ 17 ■ 18 • 1 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-17091Fax www.huntonbrady.com License AR91515