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HomeMy WebLinkAbout361 White Cedar Rd (a)September 26, 2018 OWNER ARCHITECT STRUCTURAL, MECHANICAL & ELECTRICAL ENGINEER GENERAL CONTRACTOR CLX ENGINEERING 301 n White Cedar Road Sanford, Florida 32771 BLANKENSHIP ARCHITECTS INCORPORTATED 540 Lake Faith Circle Maitland, Florida 32751 Phone 407.331.8868 nelson@blankenshiparchitects.com RGD 4901 Vineland Road 9335 Orlando, Florida 32811 Phone 407.845.6630 Contact: Tony Anastasio GOMEZ CONSTRUCTION COMPANY 750 Jackson Avenue Winter Park, Florida 32789 Phone 407.628.4353 Contact: Bob Lacey 540 LAKE FAITH CIRCLE MAITLAND, FL 32751 PH. 407.331.8868 FX. 407.599.2884 Registration AA 2600 t666 netson@btankenshiparchitects.com copyright 0 CLX ENGINEERING A i ii.Fi(vifi" i3SUED SHALL BE CONS TRUED TO BE A LICt:P'JS1 4*0 PROCEED V111 THE INORK AND N:CT'\S AU"i HORI T Y TO ML\TE, CAP CEL, ALTER OR SE F AS!Jc ANY OF TFIE PROVISIO'I'dS OF THE TECHNICAL C00FS, NOR SHALL !SSUANCE OF A PEWIJ!T PREVENT TFIc !-;i.;li...D{i dC: OFHCIAL FROM THEREAFTER !�c ?l1IFt1{J( A EORRECTION OF ERRORS FN CLANS, COi• SMUCj F iON OR i VIOLA 10INS OF THIS CODE: Prof ect Location l.Rn ( /�� f N NORTH NO SCALE PERMIT # OFFKoj�O.- i 4 i I l.. TIONS GENERAL NOTES SHEET INDEX 0 0 W a� ❑ Q) cz (3) c c� CL 0 C.U. CID O C_U .Z cj " m 'moo v a N cn S o �rj m w,j<a fox O 0 L a � 0 EE E ° N W c CT V O N 0 0 W>_ — 3 E ,� FK 0 3 n V z cin J W o Z O ' U o NSI I-1 e .b rwl, t. r Q o W � � p w U fo Iff 0.0 r ry U Z M DRAWN CHECKED NIC NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-001 DATE 09-26-18 I I I I NUMBER SHEET TITLE PERMIT ISSUE REVISED REVISED REVISED REVISED A, AMP AB A/C AMPERES ANCHOR BOLT AIR CONDITIONING KIT LAB KITCHEN LABORATORY 1. SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION OR ELECTRICAL DRAWINGS FOR WORK IN THOSE DISCIPLINES AS ARE CONTAINED IN COVER SHEET 09-26-18 Ac ACI ADJ AFF AHU ACOUSTICAL AMERICAN CONCRETE INS'T'ITU`T'E ADJACENT OR ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT LAV LLH LLV MAX LAVATORY LONG LEG HORIZONTALTHIS LONG LEG VERTICAL MAXIMUM SET OF DOCUMENTS. GENERAL CONTRACTOR IS TO COORDINATE THE WORK REQUIRED BY THOSE DISCIPLINES TO COMPLETE THE CONSTRUCTION OF THE PROJECT' ARCHITECTURAL A-001 INDEX, ABBREVIATIONS &STANDARDS 09-26-18 AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION MECH AL, ALUM ALUMINUM MET ALT ALTERNATE MIN ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MISC APPROx APPROXIMATELY MO MECHANICAL METAL MINIMUM MISCELLANEOUS MASONRY OPENING 2. ALL WORD SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, SPECIFIC BUILDING RESTRICTIONS AND INDUSTRY CONSTRUCTION STANDARDS AND SPECIFICATIONS. A-002 A-003 A-101 LIFE SAFETY CODE DATA LIFE SAFETY PLAN PROPOSED FLOOR PLAN 09-26-18 09-26-18 09-26-18 ARCH ASTM BLDDG BLKG BNI ARCHITECT, ARCHITECTURAL MR AMERICAN SOCIETY FORTESTING AND MATERIALS N BUN/A BUILDING NFPA BLOCKING NIC BEANI NTS MOISTURE RESISTANT NORTH NOT APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NOT TO SCALE 3. 4. FOR THESE DOCUMENTS, THE TERMS 'OWNER' AND 'TENANT' ARE INTERCHANGEABLE. DIMENSIONS AND CONDITIONS INDICATED IN THESE DRAWINGS ARE BASED ON A-102 A-103 A-104 A-201 DIMENSIONED FLOOR PLAN REFLECTED CEILING PLAN ROOF PLAN WEST ELEVATION / BUILDING SECTION 09-26-18 09-26-18 09-26-18 09-26-18 09-26-18 OFCI OWNER FURNISHED, CONTRACTOR INSTALLED DOCUMENTS AND INFORMATION PROVIDED. GC SHALL VERIFY EXISTING ACTUAL A-202 ELEVATIONS / BUILDING SECTION °C C/C CF CFCI CJ CL CLG CLO CMU Co DEGREES CELSIUS OFOI CENTER TO CENTER OH CUBIC FOOT OR FEET OPNG CONTRACTOR FURNISHED, CONTRACTOR INSTALLED PART BD CONTROL JOINT OR CONSTRUC'T'ION JOINT PL CENTERLINE CEILING P LAM CLOSET PLYWD CONCRETE MASONRY UNIT PTD CLEAN OUT PVC OWNER FURNISHED, OWNER INSTALLED OPPOSITE HAND, OR OVERHEAD OPENING PARTICLE BOARD PLATEA-401 PLASTIC LAMINATE PLYWOOD PAIN'T'ED POLYVINYL CHLORIDE 5. 6. CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT / OWNER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS AND COMMENCEMENT OF WORK. IF POWER MUST BE CUT OFF TEMPORARILY, NOTIFY THE OWNER 24 HOURS MINIMUM IN ADVANCE OF THE SCHEDULED CUT OFF TIME. DURING CONSTRUCTION, GENERAL CONTRACTOR SHALL PARK VEHICLES AND A-301 A-302 A-402 A-501 A-601 WALL SECTIONS WALL SECTIONS TOILET DETAILS MILLWORK DETAILS WALL 'TYPES DOOR SCHEDULE 09-26-18 09-26-18 09-26-18 09-26-18 09-26-18 09-26-18 COL colvc CONT CT DEMO DET DF DIA DN DR Ds COLUMN CONCRETE CONTINUE, CONTINUATION, CERAMIC TLE DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DOWN DOOR DOWNSPOUT QT OR CONTINUOUS R RCP RD REF RESIL REV RL RM Ro REV QUARRY `PILE RADIUS OR RISER REFLECTED CEILING PLAN ROOF DRAIN REFRIGERATER RESILIENT REVISION ROOF LEADER ROOM ROUGH OPENING REVERSE 7. EQUIPMENT, ETC. IN A LOCATION APPROVED BY OWNER. DIMENSIONAL LOCATIONS OF CONSTRUCTION SHOWN ARE TO FACE OF CONCRETE, CONCRETE MASONRY UNITS (CMU) OR FACE OF STUDS UNLESS NOTED OTHERWISE (UNO). STRUCTURAL S 001 GENERAL NOTES S002 WIND DIAGRAMS S 101 FOUNDATION PLAN S102 TILT -UP WALL PANEL PLAN S :103 ROOF FRAMING PLAN 09-26-18 09-26-18 09-26-18 09-26-18 09-26-18 EA EJ EACH EXPANSION JOINT S SECT SHT SOUTE[ SECTION SHEET S 201 S202 GENERAL DETAILS GENERAL DETAILS 09-26-18 09-26-18 EL ELEC ELEVATION (REFERENCE) ELECTRIC OR ELECTRICAL SIM SPEC SIMILAR SPECIFICATION(S) S203 GENERAL DETAILS 09-26-18 ELEV ELEVATOR OR ELEVATION EQUAL SF SS SQUARE FEET STALESS STEEL STAINLESS /� ALTERNATES S204 GENERAL DETAILS 09-26-18 EQUIP EQUIPMENT STC SOUND TRANSMISSION CLASS ETC EWC EWH Ex, Exlsr ET CETERA ELECTRIC WATER COOLERMECHANICAL ELECTRIC WATER HEATER ELECTING sTRUCT .r TBD TEL TOB STRUCTURE OR STRUCTURAL TREAD, OR'rANGENT DISTANCE TO BE DETERMINED TELEPHONE TOP OF BEAM M 001 MECHANICAL NOTES, LEGEND, SHEET INDEX M 101 MECHANICAL ZONE MAP 09-26-18 09-26-18 09-26-18 OF FA FACP DEGREES FAHRENHEIT TOC FIRE ALARM TOF FIRE ALARM CONTROL PANEL TYP TOP OR CONCRETE, OR CURB 'FOP OF FOOTING TYPICAL M 201 M 202 MECHANICAL, FLOOR PLAN ENLARGED MECHANICAL FLOOR PLAN 09-26-18 FBC FD FE FEC FH FIN FL FT FLORIDA BUILDING CODE FLOOR DRAIN OR FIRE DAMPER FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FINISH FLOOR OR FLOORING FOOT OR FEET UL UNO VCT VCT VERT VTR VWC UNDERWRITER'S LABORATORIES UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VENT THROUGH ROOF VINYL WALL COVERING M 203 204 M 205 M 206 M 301 ENLARGED MECHANICAL FLOOR PLAN ENLARGED MECHANICAL FLOOR PLAN ENLARGED MECHANICAL FLOOR PLAN MECHANICAL ROOF PLAN MECHANICAL ISOMETRIC .PLAN 09-26-18 09-26-18 09-26-18 09-26-18 09-26-18 GA GA GALV GFRP GWB GAUGE GALVANIZED GLASS FIBER REINFORCED GYPSUM WALLBOARD we PLASTER WITHw O WR WITH WITHOUT WATER RESISTANT M 401 M 402 M 501 MECHANICAL SCEDULES MECHANICAL SCEDULES MECHANICAL DETAILS 09-26-18 09-26-18 09-26-18 HC HDW HM HVAC HANDICAPPED (ACCESSIBLE) HARDWARE HOLLOW METAL HEATING VENTILATION AND WT WWF AIR CONDITIONING YD WEIGHT WELDED WIRE FABRIC YARDS M 502 M 601 j:K(HANICALD DETAILS CONTROLS 09-26-18 09-26-18 IN INCHES # NUMBER, OR POUNDS PLUMBING INSUL JAN JT INSULATION JANITOR JOINT @ " Ar,EACH OR RATE FEET OR MINUTES INCHES OR SECONDS P 001 P 100 PLUMBING NOTES, LEGENDS AND INDEX PLUMBING KEY PLAN 09-26-18 09-26-18 09-26-18 o DEGREES D[AiVIE'CER OR ROUND P 101 P 201 SANITARY FLOOR PLAN DOMESTIC FLOOR FLOOR PLAN 09-26-18 P 301 SANITARY ISOMETRIC PLAN 09-26-18 SYMBOLS MATERIAL LEGEND P 401 DOMESTIC WATER ISOMETRIC PLAN 09-26-18 P 501 STORMWATER ROOF PLAN 09-26-18 NAME FLOOR LAN f- ELEVATION LETTER A EARTr� WOOD FRAMING THROUGH MEMPER P 601 P 602 CONDENSATE ISOMETRIC PLAN CONSENSATE ISOMETRIC PLAN 092618 09-26-18 09-26-18 OFFICE NUMBER i ASI , A FINISHES ROOM SCALE: 1/8"=P-0" DRAWING TITLE 403 4i�� SHEET WHERE ELEVATION IS DRAB INTERIOR ELEVATION SAND /MORTAR 1000D BLOCKING PLASTER ( INTERRUPTED MEMBER P 701 PLUMBING SCHEDULES AND DETAILS FIRE SAFETY FS 001 FIRE SPRINKLER NOTES AND LEGENDS 09-26-18 SECTION NUMBER d FS 101 FIRE SPRINKLEROCCUPANCY HAZARD ZONE MAPS 09-26-18 NUMBER A A401 DETAIL NUMBER ° 6 CONCRETE PLYWOOD FS 201 FIRE SPRINKLER SITE PLAN AND DETAILS 09-26-18 ®�p �I\\ � NUMBER 1-,�— SHEET WHERE ELEVATION 15 DRAuUN SACT f ON TAG �� ELEVATION NUMBER 45HEET ( WERE DETAIL IS D� UN _ _ BRICK /VENEER G.M.U. �, % ,� �j , % ,� ACOUSTIC TILE / BOARC� CONCRETE MASONRi GYPSUM BOARD UNIT ( OMIT DOUBLE LINES FIRE ALARM FA 001 FIRE ALARM NOTES, LEGEND AND INDEX FA 101 .FIRE ALARM FLOOR PLAN ELECTRICAL 09-26-18 09-26-18 WALL TYPE 4�3 AREA TO aE DETAILED � �OR AT SMALL SCALE � E 001 ELECTRICAL COVER SHEET 09-26-18 WH SHEET WHERE ELEVATION SHEET ENLARGED ...., __wo" E 002 ELECTRICAL SITE PLAN 09-26-18 NUMBER IS ELEVATION TACE � T,4IL - ENLARGED � PLAN METAL BATT INSULATION E 003 E 101 PHOTOMETRIC PLAN ELECTRICAL POWER PLAN 09-26-18 09-26-18 E 102 ELECTRICAL POWER PLAN - ROOF 09-26-18 WINDOW AREA DETAIL NUMBER ENLARGED /� REVISION NUMBER r �INISN WOOD RIGID INSULATION E 103 E 201 ELECTRICAL LOW VOLTAGE PLAN ELECTRICAL LIGHTING PLAN 09-26-18 09-26-18 _6� 1' 100'-0I FINISH FLOOR 100'-01 FINISH FLOOR \ ®•' ® - •o i• 1 SHEET WHERE j ELEVATION ' • �•- • • IS DRAUIN I REVISED REVISED AREA E 301 E 302 E 303 E 304 ELECTRICAL RISER & DETAILS ELECTRICAL PANEL SCHEDULES ELECTRICAL DETAILS ELECTRICAL DETAILS 09-26-18 09-26-18 09-26-18 09-26-18 5P®T � ELEVATION TAG�EVISION 0 0 W a� ❑ Q) cz (3) c c� CL 0 C.U. CID O C_U .Z cj " m 'moo v a N cn S o �rj m w,j<a fox O 0 L a � 0 EE E ° N W c CT V O N 0 0 W>_ — 3 E ,� FK 0 3 n V z cin J W o Z O ' U o NSI I-1 e .b rwl, t. r Q o W � � p w U fo Iff 0.0 r ry U Z M DRAWN CHECKED NIC NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-001 DATE 09-26-18 I I I I LOW MEMNON jr C � CONTROLS FOR AIRPORT BAG BELTS. STORAGE ARE THE PARTS FOR THE CONTROL BOX, 111 � � � � � � INSULATION AND TPO ROOFING. WINDOWS ARE STOREFRONT. 1 � INTERIOR FINISHES: FLOORS - CARPET (CLASS A), PORCELAIN (GLASS A) AND RESILIENT TILE (CLASS A), uJALLS -PAINTED GWB AND PORCELAIN TILE, INTERIOR IUALLS ARE GYPSUM WALL BOARD ON METAL SCUDS. CEILINGS - ACOUSTICAL LAY -IN TILE (CLASS A) AND PAINTED GYPSUM BOARD. CODE ANALYSIS FYI CODES I N EFFECT FLORIDA BUILDING CODES, 6 tN EDITION FLORIDA FIRE PREVENTION CODE, 67N EDITION NATIONAL ELECTRIC CODE 2014 ons Applicable State, Federal and Local Codes and Regulations REFERENCE - APPLICATIONP1�OVII��U OCCUPANCY MIXED USE i i SECTION 304,1 - OFFICES -BUSINESS OFFICE 9,603 SF SYSTEMS SECTION 311.2 - ASSEMBLY -FACTORY F-2 ASSEMBLY 3,966 SF ADHERED SECTION 3113 - STORAGE -STORAGE 5-2 01-0123.02 MIAMI-DADE HM DOORS AND FRAMES FIXED e SWING }^r 1.L IMPERIAL NONE FL X10123 -RI FL x'101231 SPACING -JAMBS 3- I/4' TAPGONS � 1/1/4' IMBED, 30' OG MAX, W/ I -FLOOR ANCHOR SLUSH SOLID FULLY SPRINKLE[) ALLOWABLE BUILDING AREA MAX TABLE 503 BUSINESS _9,603 SF `L U BUSINESS B - 9,0ID0 SF PER FLOOR R 9,000 X 3 = 21,000 SF STORAGE---'S,71�D SF t - FACTORY F-2 - 13,000 SF PER FLOOR U 13,000 X 3 = 39,000 SF TOTAL AREA 19,219 SF STORAGE 5-2 - 13,500 SF PER FLOOR " 13,500 X 3 = 4(0,5(00 SF CLASSIFICATION SEPARATION TABLE 508.4 - SEPARATIONS SEPARATED 5-2, F-2 TOB - INR ASSEMBLY TO BUSINESS INR N NFPA lID1:TABLE 6,1.14,4 (b) - SEPARATIONS INDUSTRIAL GEN TOB - 2 HR (REDUCED TO i NR UJ/ SPRK) HEIGHT MAX TABLE 503 - 40 FT 29�-5� EXITS REQUIRED SECTION 1015.1 - I - 500 = 2 1 EXIT TRAVEL MAX TABLE 1016.2 - BUSINESS - 300 F7 (SPRK) 112 FT TABLE .1016.2 - FACTORY F-2 - 400 FT (SPRK) Q TABLE 1016.2 - STORAGE 5-2 - 400 FT (SPRK) CORRIDOR DEAD END LIMIT SECTION 1018.4, EXCP7 2 50 FT NONE FIRE RESISTANCE RATINGS BUILDING ELEMENTS PRIMARY STRUCTURAL FRAME CABLE 601 - 0 NR i W TABLE 602 - ID HR 0 NR NON BEARING UJALLS EXTERIOR (C 0 NR NON BEARING UTALLS INTERIOR TABLE 601 - 0 NR 0 NR FLOOR CONSTRUCTION TABLE 601 - 0 HR 0 NR ROOF CONSTRUCTION TABLE 601 - 0 NR ID NR EGRESS (occupant load) TABLE 1004.1.2 - EGRESS REQUIREMENTS OFFICE 8,484 SF / 100 PER 85 PEOPLE OFFICE WAITING 115 SF / 15 PER 12 PEOPLE TOTALPERSONS = 213 E TRAINING 542 SF / 15 PER 31 PEOPLE CONFERENCE 402 SF / 15 PER = 21 PEOPLE O ASSEMBLY .3,966 SF / 100 PER = 40 PEOPLE STORAGE 5,101 SF l 500 PER = 12 PEOPLE TOTAL = 213 PEOPLE I DOUBLE DRS, IX 66 66' CALCULATIONS OF EXIT DOORS 6 SINGLE DRS, 6X 32' _ 192' 213 X .15 = 32' TOTAL 258' PLUMBING FIXTURE REQUIREMENTS U i WATER CLOSETS BUSINESS 1/ 25 for first 50 161 PERSONS = 5 BUSINESS - 6 WATER CLOSETS 1/ 50 remainder 3 URINALS STORAGE 52 PERSONS : I STORAGE FACTORY 1/100 FACTORY - 2 WATER CLOSETS LAVATORIES BUSINESS I / 40 for first 80 151 PERSONS = 3 BUSINESS - 8 LAVATORIES I / 80 remainder STORAGE 11 PER50NS = 1 STORAGE FACTORY 1/100 FACTORY - 2 LAVATORIES DRINKING FOUNTAINS BUSINESS 1/100 I - NI - STORAGE I / 100 PLUS BREAK ROOM 44 N ci �NrM� o i N m ® "�m m •� eH �' o� o � 0 0 U b Vl O a m W n 0 _ v c o w 2 6 N M W av =wo V C Z N Q U-0, Y 0, � � o :zQ w a Z O ' U U NelsoV tiJA i 5 elf= , =J'� -/.C✓ try ,. .) >�; : a � wQ 7 b �/• r� � M rJ lMI 1 Guy b Q PRODUCT APPROVAL SCEiEDULE d (� U o PRODUCT OPERATION MFR MODEL GLASS FLORIDA � NOTES e- ALUM S70REFONT FRAMES FIXED PICK YES45tU I' LOW E FL " 1019.2 rte! U ALUM STOREFONt DOORS SWING YKK 200 CLEAR FL � 5851 (TPO) SINGLE PLY ROOF FIXED FIRESTONE ULTRAPLY TPO (MD) - NOA 11 ►"� 1 7 O H i l i rT DRAWN CHECKED RSC NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-002 DATE 09-26-18 COILING ENGINEERED BY MF PROJECT IS THE CONSTRUCTION OF A FACILITY INCLUDING (U OFFICES 9,603 SF (2) ASSEMBLY 3,966 SF CIO o Eo N o - COILING STEEL DOORS OVERHEAD COOKSON NOT INSULATED FL " 11092.1 DOORS WITH VISION LITES ARE NONE R0 AND (3) WAREHOUSE 5,110 SF. TOTAL AREA 19,279 SF. ASSEMBLY IS FOR ELECTRICAL AND ELECTRONIC jr C � CONTROLS FOR AIRPORT BAG BELTS. STORAGE ARE THE PARTS FOR THE CONTROL BOX, PERIMETER UTALLS ARE TILL -UP CONCRETE PANELS WITH STEEL FRAMING FOR METAL DECK ROOF WITHC � � � � � � INSULATION AND TPO ROOFING. WINDOWS ARE STOREFRONT. 1 � INTERIOR FINISHES: FLOORS - CARPET (CLASS A), PORCELAIN (GLASS A) AND RESILIENT TILE (CLASS A), uJALLS -PAINTED GWB AND PORCELAIN TILE, INTERIOR IUALLS ARE GYPSUM WALL BOARD ON METAL SCUDS. CEILINGS - ACOUSTICAL LAY -IN TILE (CLASS A) AND PAINTED GYPSUM BOARD. CODE ANALYSIS FYI CODES I N EFFECT FLORIDA BUILDING CODES, 6 tN EDITION FLORIDA FIRE PREVENTION CODE, 67N EDITION NATIONAL ELECTRIC CODE 2014 ons Applicable State, Federal and Local Codes and Regulations REFERENCE - APPLICATIONP1�OVII��U OCCUPANCY MIXED USE INTERIOR AREAS SECTION 304,1 - OFFICES -BUSINESS OFFICE 9,603 SF SYSTEMS SECTION 311.2 - ASSEMBLY -FACTORY F-2 ASSEMBLY 3,966 SF ADHERED SECTION 3113 - STORAGE -STORAGE 5-2 01-0123.02 MIAMI-DADE HM DOORS AND FRAMES FIXED e SWING DECO IMPERIAL NONE FL X10123 -RI FL x'101231 SPACING -JAMBS 3- I/4' TAPGONS � 1/1/4' IMBED, 30' OG MAX, W/ I -FLOOR ANCHOR SLUSH SOLID FULLY SPRINKLE[) ALLOWABLE BUILDING AREA MAX TABLE 503 BUSINESS _9,603 SF leer floor) BUSINESS B - 9,0ID0 SF PER FLOOR R 9,000 X 3 = 21,000 SF STORAGE---'S,71�D SF t - FACTORY F-2 - 13,000 SF PER FLOOR PROJECT IS THE CONSTRUCTION OF A FACILITY INCLUDING (U OFFICES 9,603 SF (2) ASSEMBLY 3,966 SF CIO o Eo N o - COILING STEEL DOORS OVERHEAD COOKSON NOT INSULATED FL " 11092.1 DOORS WITH VISION LITES ARE NONE R0 AND (3) WAREHOUSE 5,110 SF. TOTAL AREA 19,279 SF. ASSEMBLY IS FOR ELECTRICAL AND ELECTRONIC jr C � CONTROLS FOR AIRPORT BAG BELTS. STORAGE ARE THE PARTS FOR THE CONTROL BOX, PERIMETER UTALLS ARE TILL -UP CONCRETE PANELS WITH STEEL FRAMING FOR METAL DECK ROOF WITHC � � � � � � INSULATION AND TPO ROOFING. WINDOWS ARE STOREFRONT. 1 � INTERIOR FINISHES: FLOORS - CARPET (CLASS A), PORCELAIN (GLASS A) AND RESILIENT TILE (CLASS A), uJALLS -PAINTED GWB AND PORCELAIN TILE, INTERIOR IUALLS ARE GYPSUM WALL BOARD ON METAL SCUDS. CEILINGS - ACOUSTICAL LAY -IN TILE (CLASS A) AND PAINTED GYPSUM BOARD. CODE ANALYSIS FYI CODES I N EFFECT FLORIDA BUILDING CODES, 6 tN EDITION FLORIDA FIRE PREVENTION CODE, 67N EDITION NATIONAL ELECTRIC CODE 2014 ons Applicable State, Federal and Local Codes and Regulations REFERENCE - APPLICATIONP1�OVII��U OCCUPANCY MIXED USE INTERIOR AREAS SECTION 304,1 - OFFICES -BUSINESS OFFICE 9,603 SF SECTION 311.2 - ASSEMBLY -FACTORY F-2 ASSEMBLY 3,966 SF SECTION 3113 - STORAGE -STORAGE 5-2 STORAGE 5,110 SF NEPA 101 TABLE 73.1.2 - BUSINESS AND STORAGE CONSTRUCTION TYPE TABLE 601 - TYPE Y B TYPE Y B SPRINKLED AUTOMATIC SPRINKLER REQUIRED - PROVIDED FULLY SPRINKLE[) ALLOWABLE BUILDING AREA MAX TABLE 503 BUSINESS _9,603 SF leer floor) BUSINESS B - 9,0ID0 SF PER FLOOR FACTORY 3,966 SF 9,000 X 3 = 21,000 SF STORAGE---'S,71�D SF t - FACTORY F-2 - 13,000 SF PER FLOOR 13,000 X 3 = 39,000 SF TOTAL AREA 19,219 SF STORAGE 5-2 - 13,500 SF PER FLOOR 13,500 X 3 = 4(0,5(00 SF CLASSIFICATION SEPARATION TABLE 508.4 - SEPARATIONS SEPARATED 5-2, F-2 TOB - INR ASSEMBLY TO BUSINESS INR NFPA lID1:TABLE 6,1.14,4 (b) - SEPARATIONS INDUSTRIAL GEN TOB - 2 HR (REDUCED TO i NR UJ/ SPRK) HEIGHT MAX TABLE 503 - 40 FT 29�-5� EXITS REQUIRED SECTION 1015.1 - I - 500 = 2 1 EXIT TRAVEL MAX TABLE 1016.2 - BUSINESS - 300 F7 (SPRK) 112 FT TABLE .1016.2 - FACTORY F-2 - 400 FT (SPRK) TABLE 1016.2 - STORAGE 5-2 - 400 FT (SPRK) CORRIDOR DEAD END LIMIT SECTION 1018.4, EXCP7 2 50 FT NONE FIRE RESISTANCE RATINGS BUILDING ELEMENTS PRIMARY STRUCTURAL FRAME CABLE 601 - 0 NR 0 NR BEARING WALLS EXTERIOR > 30 FT TABLE 602 - ID HR 0 NR NON BEARING UJALLS EXTERIOR TABLE 601 - 0 NR 0 NR NON BEARING UTALLS INTERIOR TABLE 601 - 0 NR 0 NR FLOOR CONSTRUCTION TABLE 601 - 0 HR 0 NR ROOF CONSTRUCTION TABLE 601 - 0 NR ID NR EGRESS (occupant load) TABLE 1004.1.2 - EGRESS REQUIREMENTS OFFICE 8,484 SF / 100 PER 85 PEOPLE OFFICE WAITING 115 SF / 15 PER 12 PEOPLE TOTALPERSONS = 213 TRAINING 542 SF / 15 PER 31 PEOPLE CONFERENCE 402 SF / 15 PER = 21 PEOPLE ASSEMBLY .3,966 SF / 100 PER = 40 PEOPLE STORAGE 5,101 SF l 500 PER = 12 PEOPLE TOTAL = 213 PEOPLE I DOUBLE DRS, IX 66 66' CALCULATIONS OF EXIT DOORS 6 SINGLE DRS, 6X 32' _ 192' 213 X .15 = 32' TOTAL 258' PLUMBING FIXTURE REQUIREMENTS TABLE 403.1 -FLORIDA PLUMBING; CODE WATER CLOSETS BUSINESS 1/ 25 for first 50 161 PERSONS = 5 BUSINESS - 6 WATER CLOSETS 1/ 50 remainder 3 URINALS STORAGE 52 PERSONS : I STORAGE FACTORY 1/100 FACTORY - 2 WATER CLOSETS LAVATORIES BUSINESS I / 40 for first 80 151 PERSONS = 3 BUSINESS - 8 LAVATORIES I / 80 remainder STORAGE 11 PER50NS = 1 STORAGE FACTORY 1/100 FACTORY - 2 LAVATORIES DRINKING FOUNTAINS BUSINESS 1/100 I - NI - STORAGE I / 100 PLUS BREAK ROOM i L T220' -O' 23'-5' 25'-0' 30'-Q 1/4" • � , 4 � I � IA � I IA 2 OFFICE OFFICE OFFICE QFFIGE OFFICE OFFICE CONF \\ \ 120. 113 F 1151 LlIS 119 qL_o 13 El JOFFICE 111 12 5 I (I 771 ® MEQ z UJORKAREA 2 I z ° ( NOw 114 122 I I TO ET 2 I I I 1 135 112 FT TRAVEL DISTANCE ONF �RK><1REA 0 IIIA 2 HAL 1l L— — — — — — — —-----------__�. —__ __ —J 121 F 112 _ff � : S OIL E 14 0 D 5 2 2 7-1 2/ 4 M_ -r- I � � OL I �--z I L� I I MENS 133 FFc o E l I � 10$ OFFICE F-ToF-1 z IJ , z z I �_— — 2 \ I✓ `✓ `/ CIRCULATION --�F 132 M,CH WOMEN ® 124 OFFICE 106 O 104 I I \ — i—U) 101 z UJOMENS z 101FTTRVEL DISTANCE _ I3I FLo-____®____ _ �_®__ , 2 MEN IT El I 105 125\ \ I L- I FIDS I 103 z TRAINING I c I 4 IOz 2 RKAR �i C 126 2 I ECH E 130 C CLOSET JANITOR 4 C `0 127 2 ENTRY LOBBY -i O 101 LA 101 I IRE (RISER 128 I I — m 24'-0' 1 2.1 161 OCCUPANTS OFFICES - BUSINESS a 9 21 FT RAV L D AN I I II / I 2 40 OCCUPANTS FACTORY WALL TYPE LEGEND ,..,,• Iq;.i INDICATES TILT -UP GONG WALL PANELS WITH 5/8' GYP BD s FURRING( l I/2' STUDS 6 24' OG W/ 11/2' BATT INSUL ON INSIDE. SEE STRUCTURAL. IA WALL IS TILT -UP GONG WITHOUT FURRING. 4 UNRATED 3 5/8' METAL STUD WALL WITH 5/8' GWB ON BOTH SIDES TO ABOVE LAY -IN CEILING OR TO GWB CEILING 4 UNRATED 6' METAL STUD WALL WITH 5/8' GU1B ON BOTH SIDES WALL TO DECK 4 UNRATED 6' METAL PLUMBING STUD WALL WITH 5/5' GWB ON BOTH SIDES WALL TO ABOVE LAY -IN CEILING OR TO GWB CEILING. ONE HOUR RATED 6' METAL STUD WALL WITH 5/8' TYPE X GWB ON BOTH SIDES TO DECK I \ I I WAREHOUSE \F 140 \ 12 OCCUPANTS STORAGE \95 FT TRAVEL DISTANCE � LIFE SAFETY PLAN NORTH SCALE: 1/8"=1'-0" IA n C OCCUPANCY LEGEND NON -SHADED AREA INDICATES: B BUSINESS SHADED AREA INDICATES FBG FACTORY F-2 NFPA - INDUSTRIAL GENERAL SHADED AREA INDICATES FBC STORAGE 5-2 u c 0 0_ U 0 N Q.. �&U O 0 N apt O co cs�o o ti C', M comm o P�4 u4, o � LnU) 0 0 M 1V l O L � a � Q� (D 0 FE c a O m �NN� a Q) 7 '� J N v W =ro W _ OE 0 3 o t o (j) m a J W o Z O \ U V) Nets i NN 13� �\ . '�✓9� 3 a U ® U��' U Z z M U H DRAWN CHECKED NBB NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-003 DATE 09-26-18 t SYMBOL LEGEND FIRE EXTINGUISHER BRACKET MOUNTED ON WALL FE (4-A:(o0:5:C, 10 LB TYPE). TOP OF EXTINGUISHER 50' AFF, EXTINGUISHERS IN KITCHENS ARE CLASS K. FEC ) FIRE EXTINGUISHER IN RECESSED CABINET. (4-A:(o0:5:C, 10 LB TYPE) CENTER OF CABIBET AT 42' AFF. 164 EXIT DISCHARGE POINT AND NUMBER OF OCCUPANTS SERVED (o0 FT TRAVEL — -- -- --- -MW- EXIT PATHS AND TRAVEL DISTANCES -®— — — -- ONE (1) HOUR RATED PARTITION, UL 419 ENTRY LOBBY DOOM NAME E NUMBER 101 IA n C OCCUPANCY LEGEND NON -SHADED AREA INDICATES: B BUSINESS SHADED AREA INDICATES FBG FACTORY F-2 NFPA - INDUSTRIAL GENERAL SHADED AREA INDICATES FBC STORAGE 5-2 u c 0 0_ U 0 N Q.. �&U O 0 N apt O co cs�o o ti C', M comm o P�4 u4, o � LnU) 0 0 M 1V l O L � a � Q� (D 0 FE c a O m �NN� a Q) 7 '� J N v W =ro W _ OE 0 3 o t o (j) m a J W o Z O \ U V) Nets i NN 13� �\ . '�✓9� 3 a U ® U��' U Z z M U H DRAWN CHECKED NBB NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-003 DATE 09-26-18 t 42 DRAWN I CHECKED RSC NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A® 10 1 DATE 09-26-18 Q L� ct H DRAWN I CHECKED RSC NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A® 10 1 DATE 09-26-18 I A2D2 3 1 2 2,1 3 1 4 Azm2 5 6 7 220'-0' ol A23sa l 23' - 3'-I5I I /'I 01 4—0I'�-d110° 4(o' -I' 6'-7° I I 12Yl 1�3I 0I�� ® I I Y - 05 I �-�I' 1�/3-1Y31� �_' � ' � � 1S-I0�- I lI�ORI •ooIIL ' I / -Yr�-�////� 8� 7 /Y -0�\ '-'�, I — �_�!` �I,� / -_- I Y -- Ii�II lLIII�II� II � --,- -I o �I�-� // - I IIII EI RTI / Y1 451 -al 5'-8' 311-10, 1'-I®" 01 00 I ® I I Y I I Y I I Y 1 1 Y I I IIIIII III ® 32'-(o' 2I 'Y -6 'I I Y AI I 2m2 �,- 60ml OCEA 13(0"'o lo 0 1/ . 1 CONF OFFICE OFFICE 120 �)MECH OFFICE OFFICE OFFICE 116 IIS 22'-41/2' 12'-5" Im'-10'-4' 10'-0'6 10'-2' 9'-10' 17'-31/4' I OFFICE -2' 4'6' -24` -II' SNOUE ONF UORKAREA HALL]1110 112 SNOUIER/UOREA TOILET0122 OFFICE 109 16-81/2' 12'-5' 41'TO' MS 33 2 pOFFICE A201[D A55EM5L7 UJARENOaSE 13l 140 OFFICE CIULATI NI/ IOl G3 WO EN OME 106 -®ECNMUORKAREA OFFICE 125 �Do(:::cn IT ill Lo f104 10'-3'L 126MEN— FILES II MECN'103 _il'-1' UORKAREA 126TRAINING BREAK 138102 CLOSET b 912 f125 OFFICE S'-5' I 92' 30'-5' ENTRY JANITOR O LOBBY I0FIRE RISER PROPOSED F=---------- IMENSION--- FLOOR ALAN 24'-0' SCALE:1/8"=1-0" NORTH B 1 I 1 I 1 211 3 4� 5 O 7 I 220 -0 I 25'-0' 30'-0 1/4' 31'-1' 27'-6' 27'- 27'-6' I 27'-6' I i I 1 A 17 ® FJFF{6— —4� -- FIGS FICA G,°�F — M cN 113 115 116 117 IIS 119 O �v8o 1 I o Fto • LIEII tQG —At iI f02 124 `••:� •I >•'`;)'r-:::(,'S,"'r' `':< .j':+TS`. •' : ; 1iIIi f ,O, 13O -- — _ _E -- -- TIiIII --- -- — — --te�IIIII r - 0O O O O O I 0 DDO O O O O O O o QFFIOCo OO O O O MECH SN WER/ � � � �114O t ILEI CCN! UO f�EA 135O O 01110 ®O O O O O 11-�H i 21 T ILE 7 Tl 134 O O OO O O O O O O O OO O 0 eHOUSE EE 140O O O O 0 EDO O OQ O O O O bFFICF Pip O O O O 131 O O O O O 1-0 O O O O 132 A 0 EE ED ED EE 123 O O O104 O O O 00O 125DD oO O OI INC03 O OO CD o RE 130 O O O O O O C =FF- I I 9 oStO O Q Fol ED O O O Q DO O tRf " 101 ri _0___o a— FIRE RISE O O o ALL CEILINGS ARE 10'-o' AFF PROPOSED UNLE55 NOTED OTHER W15E AFLEUTED GEILANG P—L— A- 24'-0' NORTH SCALE: 1/8"=1'-0" ��RR�c�caul FIRE LEGEND PRor���RaWu�s) ACOUSTICAL TILE LAY-IN I'x4' SURFACE MOUNTED LED SUPPLY GRIL LE --SEE CEILING -SEE FINISH SCHEDULE LIGHT FIXTURE -SEE ELECTRICAL MECHANICAL o RECESSED LED DOWNLIGT EXHAUST GRILLE SEE GYPSUM WALL BOARD CEILING - FIXTURE -SEE ELECTRICAL MECHANICAL SEE FINISH SCHEDULE 1-0 WALL SCONCE -SEE ELECTRICAL OCCUPANCY SENSOR 1 - -OOOD ® OI0 '-0 ' SEE ELECTRICAL 2'x4' RECESSED LED LIGHT EXIT LIGHT -SEE ELECTRICAL FIXTURE -SEE ELECTRICAL CEILING HEIGHT FIRE SPRINKLER HEAD NOTES: 1, SPRINKLER HEADS IN SPACES OPEN To CUSTOMERS SHALL BE CONCEALED WITH COVER PLATE IN COLOR To MATCH CEILING FINISH. 2, SPRINKLER HEADS IN SPACES IN BACK OF HOUSE: NOT VISIBLE TO CUSTOMERS SHALL BESTANDARD SURFACE MOUNTED CHROME. 3, HEADS IN SHOWROOM SUSPENDED CLOUD MUST BE ALIGNED WITH LIGHTING FIXTURES.SHR/— 4. NERDS IN ACOUSTICAL TILE MUST BE CENTERED. I A202 3 1 2 2.1 3 4 A202 5 (0' D5 a 20' oC 6 7 O 220'-0' lo Fri - A BLu Lu z A201LL U- 3 A201 C D D D 1 2.1 A2ol NORTH SCALE: t/8"=1'-0" 24'-0' 23'-5' 40'-0 I/4' 46'-7" 31'-l0 I/2° 32'-5 3/4' I I � I I = 6' GUTTER I � I I � 3'-0' x 2'-6' I e I I � ROOF HATCH p I � I i � I � I � I � I � f I I I II I i I 2 I A202 I 1 � ® ii ® ii . I. ..� ii ® i i .o .�iii�i i ® ii I I 1 � I j I I - I ' I ' I - I I i I I - i I TILT WALL PARAPET WITTLOOR-P-LAN---�-( H Us O z Q � � U o �w ry z U METAL CAP I - I I - � I PROPOSED 0 U O PROJECT NUMBER 172.1 DRAWING NUMBER A-104 DATE 09-26-18 z Q � � U o �w ry z U PROJECT NUMBER 172.1 DRAWING NUMBER A-104 DATE 09-26-18 EXTI CHAMF Ef EX OS P EI I EDGES ( 2.1 3 n4A2®2 l 5 J mom c O U m 0 O C] O a ccIMEd Q. _U C O (.) CV H M ti CN cz % o a Ln V) C O 0 U b c v a w Q) � VJ o �E O W _0°^ � m " V O o C Q�l O O —3s10 V 3 � U N O V J Z J W O Z O > U � U 2 m Nets 2 6 u}' j W yC) 1-4 r o c7 o Q � � rd o W CA DRAWN CHECKED RSC NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-201 DATE 09-26-18 T T GALV MTL COPING, PTD, r GALV MTL COPING, PTD, W1 CONT CLEAT (TYP) I W1 CONT CLEAT (TYP) � ELEV 129'-8' TOP PANEL 1 _ ELEV 126'-8' TOP PANEL 3/4' RECESSED RECT NGLE _ WITH RAISED ETTERI G TILT -UP PANEL JOINTS C '(;LXX ENGINEERING' 1 Lilk X 5' E KTRUDEC< BY M 45A I TEX rURED COATI G " I ENGINEERING OR APPROVED EQUAL TILT -UP PANEL REVEALS = OVER CONC PANE LS FINISH ANODIZED 1 GONC TILT -UP WALL NATURAL (TYP) = PANELS (TYP) ALUM S OREFRO T GLAZING AI.UM STOREF NT GLAZING WITH TIN ED GLASS (TYP) WI rH TINTED GL ASS (TY ) - ,� ELEV 110'-0' B.O. SOFFIT 1 x x Y NO O MTA GA V 0 R RAE P x x x x x x i" x x �o !) CQA l .:........ . .......:.:.. :........ . i i" ELEV I00'-0' r x FIN FL 1 4'-0' 16'-0' 4'-0' 4'-3" 6'-0'I 4'-3' 4'-3' '-0° '-0° 6'-0' 4'-0' 4' -II' [3'-4- 1'-6 l'- - - 6-0' 4'-0° 6'-0° 4'-3' 5'-5 3/8' S'-5 3/8' S'-5 3/8' 7'-6° 6'-4 5/8' 6'-4 5/8' 6'-4 5/8' 3-4 -0 COILING ME AL OOR 24'-0' 24'-6' 24'-6° 24'-0' 26'-0' 23'-6' 23'-6' 25'-6' 24'-6' HOLLOW METAL GALV = DOOR 4 FRAME (TYP) �- ELEVATION D 1WEST SCALE: 1/8"=P-0" A B C D E F PANEL WIDTH - SEE STRUCTURAL PANEL WIDTH - SEE STRUCTURAL PANEL WIDTH - SEE STRUCTURAL ELEV 129'-8' SEALANT AND TOP PANEL BACKER ROD CONT ELEV 126'-8' EXTERIOR INTERIOR AT ALL JOINTS EACH TOP PANEL FACE (TYP) INTERIOR :RIOR INTERIOR n�xl EXTERIOR ? 1— �. W 1 SEALANT AND 6'_0' BACKER ROD CONT AT ALL JOINTS EACH :ALL FACE (TYP) o W x x x a x x • P Q x CHAMFER ALL _ 3/4 EXTERIOR EXPOSED EXTERIOR - ELEV 100'-0' EDGES (TYP) SEALANT AND BACKER ROD CONT CHAMFER ALL I 13'-10' [3'-10- AT ALL JOINTS EACH EXPOSED 4'-10' 6'-0' 4'-10' 4'-10' 6'-O' 6'-10' 2'-10' 6'-0' 4'-10' 5'-10' 6'-0' 5'-10' 6'-0' '-103'-0" 6'-0' [3I-0.�'-10[ 6'-0' 1--o TILT` P PANELS FACE (TYP) EDGES (TYP)TILT-UP <J PANELS TILT -UP PANELS 15'-8' 17'-8' ►3'-8' 17'-8' 13'-8' 15'-8' 8'-0' + JOINT (TYP)45 CORNER(TYP)-0 OR ER (TYP)- 9 CN A 11_ � 11 SCALE:6 —1 -0 NORTH ELEVATION B SCALE: 6"=t'-0" SCALE: 6"=I' -O" 2 SCALE: 1/8"=11-011 GALV MTL COPING, PTD, W/ CONT CLEAT (TYP) TPO ROOF MEMBRANE OVER RIGID ROOF 3 INSULATION IN) OVER METAL � K JOISTS BEARING 15 FROM r 124'-0' DWON TO 122'-0' 126'-8' MELEV 1 " , TOP PANEL — } I METAL DECK STEEL JOIST - SUSPENDED LAY -IN CLG - FLOORING 4 BASE AS SCHEDULED _ = CONCRETE SLAB - SEE STRUCT DWG ELEV 100'-0' 5 - .' - 15MIL VAPOR BARRIER I J TYPICAL BELOW SLAB l COMPACTED EARTH TERMITE TREATED (TYP) BUILDING SECTION 3 coo r �• i iu11=� 1_(�I mom c O U m 0 O C] O a ccIMEd Q. _U C O (.) CV H M ti CN cz % o a Ln V) C O 0 U b c v a w Q) � VJ o �E O W _0°^ � m " V O o C Q�l O O —3s10 V 3 � U N O V J Z J W O Z O > U � U 2 m Nets 2 6 u}' j W yC) 1-4 r o c7 o Q � � rd o W CA DRAWN CHECKED RSC NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-201 DATE 09-26-18 4 t I A A It STRUCT DWG� V~~ SCALE: 3/4"=1'-0" WALL SEC SCALE: 3/4"=1'-0" TION GALV MTL COPING, PTD, W/ CONT CLEAT ELEV 126'-8' TOP GONG PANEL ELEV 124'-0' JOIST BEARING - HIGH TEXTURED COATING OVER GONG PANELS CONC TILT -UP WALL PANELS FIXED ALUM FRAMED WINDOW W/ INSULATED GLASS WALL SECTION SCALE: 3/4"=P-0" GALV MTL COPING, PTD, W/ CONT CLEAT CONTINUE TPO ROOF MEMBRANE UP AND OVER TOP OF PARAPET WALL PER MFR SPECS TPO ROOF MEMBRANE OVER RIGID ROOF INSULATION (R-20 MIN) OVER METAL DECK METAL DECK STEEL JOIST SUSPENDED LAY -IN CLG 5/S' GYP 8D OVER 3-5/S' MTL STUD FURRING a 24' O.C. MAX R-13 BATT INSULATION FLOORING d BASE AS SCHEDULED CONCRETE SLAB - SEE STRUCT DWG 15MIL VAPOR BARRIER TYPICAL BELOW SLAB COMPACTED EARTH TERMITE TREATED (TYP) CONCRETE FTG - SEE STRUCT DWG c 0 0- U n 0 ro mA a N E C) O: U. O. U 4 H iii ��cr m P O•r+N www n� 0 M U) (///�� U c0 O � L a` 10 Q� 10 n n VJ — 0 E c O m vi C w O W O O 0 3 n � o V � � - W a Z O ' U 0 2 m N 2 2 �8 ..vr . .r .0006-6)2" O w�®� dw s 0 ZUO�m Q�) �U �o cd Q s� cd p W U U`� o ci o M DRAWN CHECKED RSC NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-301 DATE 09-26-18 i 4 4 TPO ROOF OVER RIGI INSULATV OVER MET METAL DE STEEL JOI° 5/S' GYP E MTL STUD F O.C. MAX STRUGT DUJG ,,.. v~~ 1 malsomm, SCALE: 3/4"=P-0" GALV MTL COPING, PTD, W/ CONT CLEAT ELEV 129'-8' TOP CONC PANEL ELEV 124'-3' JOIE EXT'N BEARING TEXTURED COATING OVER CONIC PANELS CONC TILT -UP UJALL PANELS ELEV 110'-(o' B.O. CONC PANEL AT OPNG CONCRETE FTG - SEE STRUCT DWG N �N U a A 0 U. 2 H 'n m o `v www ok w � � �o 's o � 0 0 M U �O V/ O Q)coW v � n VJ o c O p FL E n N =ro � N N W i E O — 3 J 2 r it U N O � G FK _u) 'LdJ O Z 0 , U° N 441 O Q U 'rl � Cd W E'®' U p�a a�U a�M t W U o H � � O � o DRAWN CHECKED RSC NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-302 DATE 09-26-18 4 4 t _WOMEN -- 48' x 30' F CLEAR REV i ` I � 5' CLEAR _ 4 RADIUS T� f II( p 1(� - 4 lo II ! lo 5' CLEAR RADIUS I _ MEN 105 Ix 64' II ENLARGED DTOILET PLAN SCALE: 1/4" = P-0" TOILET ELEVATION 4 SCALE: 1/4" = 1'-0" -u Y lIll---1 i 4 J i J - 154' x 64' CLEAR 48' x 30' 'CLEAR I 5' CLEAR RADIUS D 5' 5' RADIUS 54�'x 64' -BLEAR 48' x 30" CLEAR I ENLARGED 2D 2TOILET PLAN SCALE: 1/4" = P-0" SHOWER ROD -, TOILET 5D 5ELEVATION SCALE: 1/4" = P-0" 14 /13 A401 A401 TOILET -� ELEVATION 8 SCALE: 1/4" = P-0" — 2'x3' STEEL TUBE IN WALL I ATTACHED TO FLOOR ENLARGED TOILET PLAN SCALE: 1/4" = 1'-0" 60' min 01 U U LAV. Q� 19'x11' 12'max BLOCKING AS REgUIRED O Q) --------------� � O � m HC STALL 54' min 42' I'-6' TOILET ELEVATION 1 O SCALE: 1/4" = P-0" 2 X 8 SOLID WOOD /BLOCKING (TYP AT GRAB BARS) 36' mi 1 24' min 9'\41 FF=- I L V L 0 In 0 6, (00 min �a-am JJ 18' min 15' min 2'x3' STEEL TUBE IN WALL A Yl A—, Y-1'1 — I -I — '5' CLEAR I RADIUS i n_ 54' x 64" - 3 t� CLEAR 5 1 1 F -i 48" x 30' CLEAR 2 2 iI CLEAR I 4 I i 71�X DIUS -.-4 o0 A�// I EN LAX VYED 3DTOILETPLAN SCALE: 1/4" = P-0" 1 TOILET 6D 6ELEVATION SCALE: 1/4" = P-0" ENLARGED JANITORIAL PLAN 1 SCALE: 1/4" = P-0" TOILET 90 9ELEVATION SCALE: 1/4" = 1'-0" HANDICAPPED INSULATION EXPOSED HOT WATER 4 DRAIN PIPES TO BE INSULATED (SEE PLUMBING FIXTURE (SCHEDULE) 0 1/2' SOLID SURFACE COUNTER 4 BACK5PLA51-1 ON 3/4' FRT PLYWC 6' ROU TRASH TRASH (NIG) PLA5 I CABINS (TYP) 55 BA: WOOD SECTION DETAIL 1 SCALE: 1/4" = P-0" TOILET PARTITIONS URINAL PARTITIONS M� HANDICAPS NON - HEIGHT HANDICAPED HEIGHT TOILET ACCESSORY SCHEDULE 1. INSTALL ALL TOILET ACCESSORIES TO COMPLY WITH THE FLORIDA BUILDING CODE, CHAPTER 11. 2. LOCATE ALL FIXTURES AND ACCESSORIES FOR TENANT'S APPROVAL BEFORE INSTALLATION. 3. TOILET ACCESSORIES ARE FROM BOBRICK UNLESS NOTED OTHERWISE. ITEM MANUFACTURER PRODUCT NAME/ FINISH NOTE ADA MOUNTING NON - ADA NUMBER MOUNTING OSURFACE FEMININE NAPKIN B05RICK 5-210 C CID TOP AT 42' MAX AFF BOTTOM AT 42' MAX AFF X L 6 x x _ - ,� ,E o > �r SURFACED MOUNTED TOILET i I 8-7686 STAINLESS STEEL 5-3013 19' CENTER OF ROLL CENTER OF ROLL BOTTOM AT 36' MAX AFF TISSUE DISPENSER DISPENSER I1U IS' MIN AFF SEE DETAIL 0 O GRAB BAR - 42' 50BRICK KNEE CLEARANCES 11" mIn- STAINLESS STEEL IT min 34' - TOP OF BAR SECTION DETAIL 1 SCALE: 1/4" = P-0" TOILET PARTITIONS URINAL PARTITIONS M� HANDICAPS NON - HEIGHT HANDICAPED HEIGHT TOILET ACCESSORY SCHEDULE 1. INSTALL ALL TOILET ACCESSORIES TO COMPLY WITH THE FLORIDA BUILDING CODE, CHAPTER 11. 2. LOCATE ALL FIXTURES AND ACCESSORIES FOR TENANT'S APPROVAL BEFORE INSTALLATION. 3. TOILET ACCESSORIES ARE FROM BOBRICK UNLESS NOTED OTHERWISE. ITEM MANUFACTURER PRODUCT NAME/ FINISH NOTE ADA MOUNTING NON - ADA NUMBER MOUNTING OSURFACE FEMININE NAPKIN B05RICK 5-210 STAINLESS STEEL TOP AT 42' MAX AFF BOTTOM AT 42' MAX AFF DISPOSAL 11 DISPENSER 505RICK 8-2111 5TAINLE55 STEEL 0 SURFACED MOUNTED TOILET BOBRICK 8-7686 STAINLESS STEEL 5-3013 19' CENTER OF ROLL CENTER OF ROLL BOTTOM AT 36' MAX AFF TISSUE DISPENSER DISPENSER IS' MIN AFF SEE DETAIL 24' MIN AFF O GRAB BAR - 42' 50BRICK 5-6806 X 42 STAINLESS STEEL 5 369 34' - TOP OF BAR WASTE RECEPTACLE 33'-36' AFF SEE DETAIL O GRAB BAR - 36' 505RICK 5-6806 X 36 STAINLESS STEEL 5 3942 34' - TOP OF BAR /WASTE RECEPTACLE 33'-36' AFF SEE DETAIL O ROBE HOOK 505RICK 54011 STAINLESS STEEL 8-201 BACK OF DOOR 48' MAX AFF O6 MIRROR --- --- BEVELED EDGES W/ 30° X 48' SURFACE MOUNTED POLISHED EDGES FIRE EXTINGUISHER OCOUNTER 7 -MOUNTED SOAP BOBRICK 8-822 STAINLESS STEEL DISPENSER O TRASH GROMMET MOCKETT TM2C STAINLESS STEEL 9 MIRROR 505RICK 15-1651536 5TAINLE55 STEEL 10 TOILET PARTITIONS AMERICAN SANITARY PHENOLIC CORE TYPE PH, FLOOR MOUNTED, 9 PARTITION CORP OVERHEAD BRACED 1/2' SOLID SURFACE COUNTER 4 5ACKSPLA5H ON 3/4' FRT PLYWOOD FRONT EDGE - EASE W/ 1/2' R _ TRASH CABINET 2'x3' STEEL TUBE FRAME SUPPORTED BY TUBE COLUMNS 4 ON TRASH CABINET �r FRAMING FOR VANITY PANEL SUPPORT - IS GA 3 5/8' STEEL 5TUD5 a 16' OC MAX (TYP) REMOVABLE VANITY PANELS, WOOD VENEER ON FRONT OF PANEL WITH ALL OTHER SURFACES PLA5 LAM ON 3/4' FRT PLYWOOD. PROVIDE CONTINUOUS ALUM CLIP AT BOTTOM W/ ZEUS TYPE CLIPS AT / TOP, 2 PER PANEL (TYP) 21-01 L 3X3XV CROSS FRAMING a 4'-0' OC MAX, FULLY WELDED W/ %," FILLET WELDS 2'x3' STEEL TUBE IN WALL ATTACHED TO FLOOR SURFACED MOUNTED SOAP BOTTOM AT 42' MAX AFF 11 DISPENSER 505RICK 8-2111 5TAINLE55 STEEL 12 COVER SEAT TOILET 505RICK 5-3013 STAINLESS STEEL BOTTOM AT 36' MAX AFF DISPENSER 13 RECESSED DISPENSER / BOBRICK 5 369 STAINLESS STEEL WASTE RECEPTACLE t4 SEMI RECESSED DISPENSER BOBRICK 5 3942 STAINLESS STEEL /WASTE RECEPTACLE t5 SHOWER ROD BOBRICK 8-201 RECESSED FIRE EXTINGUISHER 16 MOP AND BROOM HOLDER 505RICK B-239 X 34 SURFACE MOUNTED FIRE EXTINGUISHER 17 1/2' SOLID SURFACE COUNTER 4 5ACKSPLA5H ON 3/4' FRT PLYWOOD FRONT EDGE - EASE W/ 1/2' R _ TRASH CABINET 2'x3' STEEL TUBE FRAME SUPPORTED BY TUBE COLUMNS 4 ON TRASH CABINET �r FRAMING FOR VANITY PANEL SUPPORT - IS GA 3 5/8' STEEL 5TUD5 a 16' OC MAX (TYP) REMOVABLE VANITY PANELS, WOOD VENEER ON FRONT OF PANEL WITH ALL OTHER SURFACES PLA5 LAM ON 3/4' FRT PLYWOOD. PROVIDE CONTINUOUS ALUM CLIP AT BOTTOM W/ ZEUS TYPE CLIPS AT / TOP, 2 PER PANEL (TYP) 21-01 L 3X3XV CROSS FRAMING a 4'-0' OC MAX, FULLY WELDED W/ %," FILLET WELDS 2'x3' STEEL TUBE IN WALL ATTACHED TO FLOOR Ill 0 SS 8,45E WALL TILE—/ SECTION DETAIL 13 SCALE: 1/4" = F-0" SWITCH 2" n L�J C ctl nl MOP AND LI UID SOAP LECTRIC-AIR FIRE BROOM DISPENSER DRYER EXTINGUISHER HOLDER WITH CABINET SHELF 2x6 BLOCKING FRT - KERF BLKG OR FOLD METAL TAB ON STUD EDGE TO INSURE BLKG IS TIGHT AGAINST CEMENT BOARD SECTION DETAIL y SCALE: 1/4" = 1'-0" THERMOSTAT MANUAL FIRE ALARM TE .OUTLET ® DUPLEX BABY OUTLET-\ SWITCH TOILET TISSUE CHANGING TABLE p p a DISPENSER (ROLL) TEL. OR � 1n © DATA OUTLET THE OUTLET OF THE T155UE DISPENSER SHALL BE 15' MIN AND 48' MAX AFF. AND SHALL NOT BE LOCATED BEHIND GRAB BARS. CD C 0 CL U cn 0 m cd D 0 r a ro E 0 U a U 2, 0 CU 4 H m O � N m s C, m m o,s o � Ln�n O O M Q) Q) 0 c a 0 m W =yo U � O C N V ct W O O � m o J W O O Z_ uV O Ne?' vfn i° P1-� ,�a 26 208 0 W h o W Q� zU® 2A, Ell— r � W v o UM DRAWN CHECKED DR NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-401 DATE 09-26-18 i ENLARGED 1BREAK 13 8 P LADN SCALE: 3/8" = V-0" BREAK 138 2Q 2ELEVATION SCALE: 3/8" = P-0" 3D 3SECTION SCALE: V= 1'-0" ='l D4CONF 110 PLAN SCALE: 3/8" = V-0" ELEVATION SCALE: 3/8" = F-0" HALL 112 ENLARGED HALL 112 PLAN SCALE: 3/8" = P-0" EQ. Ea, Ea. 21-1' HALL 112 80 8ELEVATION SCALE: 3/8" = P-0" m c 0 CL .c U N w N (z 0 Q) rr Ne 5 (TYP) l -t ,pA�; a o Z u�, (55-U TOP 4 )RNER5 (TYP) ALL :5 (TYP) CONFERENCE 110 6D 6SECTION SCALE: 1" = P-0" DR I NBB PROJECT NUMBER 1722.1 DRAWING NUMBER Fmm Flam DATE 09-26-18 10 n 0 c �' E O ao ENNn Q a Q) � � 4 .r o y c z N ¢ 0 ct w L o E 0 3 n L cr z W o z U s m Ne 5 (TYP) l -t ,pA�; a o Z u�, (55-U TOP 4 )RNER5 (TYP) ALL :5 (TYP) CONFERENCE 110 6D 6SECTION SCALE: 1" = P-0" DR I NBB PROJECT NUMBER 1722.1 DRAWING NUMBER Fmm Flam DATE 09-26-18 GALV MET CAP BLKG TILT -UP CONC PANEL - SEE STRUCTURAL FOR DETAILS AND HEIGHTS WALL FINISHES - SEE FIN15H SCHEDULE (TYP) LAP JOINT, COPE FLANGES OF TRACK AS REQUIRED AT INTERSECTION (410-16 SCREWS AT CORNER 10-16 5CREWS AS REQUIRED NORTH METAL DECK (CAULK TOP GWB TO DECK R-6 BATT INSUL (TYP) d 5/8' GWB ON 1 5/5' MET FURRING 16' OC ° FLOOR FIN15H d BASE - 5EE FIN15H 50HEDULE 1 NON -RATED TILT -UP CONCRETE .WALL (2) 0.145' e PAF OR (2) #10 TEK SCREWS THRU COPED STUD TO BOT CHORD OF BAR J015T OR PURLIN (4'10-16 SCREWS AT CORNER EArGH 5 STUD OR CLIP ANGLES AS REQUIRED FOR STUD CONNECTION PLAN VIEW INTERSECTION FRAMING INTERSECTION WITH 4 5TUI!�5 MIN. 3625162-33 BRACE 5TUD5 -@ 4V O.G. - 2'-0' SOUND BLANKET CEILING - ° FINISH 5CHE BAR J015TS OR WOOD TRUSSES 3X3 20 GA CLIP ANGLE BY CLARKE DIETRICH OR EQUAL WITH (4) 010 SCREWS TO STUD. ATTACH CLIP TO BAR vr . 11 J015T WITH (2) 1/2' 61 MIN POWER ACTUATED PINS OR EQUAL CEILING - SEE FIN15H SCHEDULE 5/8' GYP BD ON EA SIDE OF 3625162-33 STUDS a FLOOR FINISH AND BASE SEE FINISH SCHEDULE �POWER ACTUATED FASTENTER (HILTI .138 OR EQ) 3/4' LONG a METAL DECK - SEE 5TRUCT 010 TEK SCREU EA SIDE EA 51 GYP BD EXTE DECK WHEN Nc CEILING CONT SEALANT 'o' 1(o GA DEEP LEG SLIP TRACK AT TOP, ATTACH TO PURLIN 'STEEL BEAMS) W/ (2) 010 TEK 6CREW5 3625162-33 BRACE STUDS Q 48' O.G. _ 2'-0' SOUND BLANKET 5/S' GYP BD ON EA SIDE CEILING - SEE OF 6005162-54 5TUD5 FINISN SCHEDULE 16' O.C. FLOOR FIN15H AND BASE SEE FINISH SCHEDULE POWER ACTUATED FASTENTER (HILTI .138 OR EQ) 3/4' LONG 16' OC (TYP) 16' G (TY ) 2 NON -RATED 3 5/8' GWB WALL ABOVE CLG O P 3 NON -RATED 6' GWB WALL TO DECK BAR JOIST5 OR WOOD TRUSSES METAL DECK - SEE STRUCT 10 TEK SCREW a EA SIDE EA STUD - GYP BD EXTENDS TO DECK WHEN NO CEILING - -3X3 20 GA CLIP ANGLE BY CLARKE DIETRICH OR EQUAL WITH (4) #10 SCREWS TO STUD. ATTACH CLIP TO BAR JOIST WITH (2) 1/2' POWER - ACTUATED PINS OR EQUAL 6' MIN CEILING - SEE FINISH SCHEDULE 5/S' GYP BD ON EA SIDE OF 6005162-33 5TUD5 a 24' O.C. FLOOR FIN15H AND BASE SEE FINISH 5CHEDULE POWER ACTUATED FASTENTER (HILTI .138 OR EQ) 3/4' LONG 16' OC (TYP) 4 NON -RATED 6' GWB WALL ABOVE CLG I -HR HOUR - PROVIDE FIRE CAULK -UL NO. HW -D-0420, EQUAL TO 3M CPWB+ SLIP RUNNERS FOR MOVEMENT I -HR RATED WALL - PROVIDE TYPE X 16' OC (UL DESIGN U419 OR EQUAL) 6' 16 GA DEEP LEG SLIP TRACK AT TOP, ATTACH TO ANGLES BETWEEN BAR JOISTS W/ (2) #10 TEK SCREWS 5/S' GYP BD ON EA SIDE OF 6005162-54 STUDS a 16' O.G. FLOOR FINISH AND BASE SEE FINISH SCHEDULE POWER ACTUATED FASTENTER (HILTI .138 OR EQ) 3/4' LONG 16' OC (TYP) 5 ONE NO RATED 6' GWB WALL UL U-419 GENERAL NOTE5 I. FOR HEIGHTS OF EXTERIOR WALLS - 5EE BUILDING SECTIONS, ELEVATIONS AND STRUCTURAL 5HEET5. 2, FOR HEIGHTS OF INTERIOR WALLS NOT SHOWN IN THESE DETAIL5 - 5EE FLOOR PLAN AND REFLECTED CEILING PLAN. 3. PROVIDE 5/S' CEMENT BOARD ON 5TUD5 WHERE WALL TILE OCCURS WITH REMAINDER OF WALL TO BE 5/8' M015TURE RE516TANT (MR) GWB. 4. METAL STUD GAUGES SHALL BE PER GYPSUM A550CIATION RECOMMENDATIONS UNLE55 SPECIFICALLY NOTED IN THE WALL TYPE DESCRIPTION OR STRUCTURAL DRAWINGS, 5. FIRE CAULK EQUAL TO FIRE BARRIER IC 15WB+ SEALANT BY 3M, Kicker Maximum Lengths (Max. Wall Height =12') Gauge 48"o.c. 24"o.c. 362PDS125-19 (65ksi) 20 EQ 12'-0" 16-9" 600PDS125-30/ 6005125-30 20 EQ 16'-0" 21'-0" * Kicker shall be installed at 45 degrees, for max. height multiply by 0.707 LAP JOINT, COPE FLANGES OF TRACK AS REQUIRED N 05 15CRITIJIS AT CORNER AT CO R (U #10-16 SCREW - AT EACH STUD 010-16 SCREWS �A$ REQUIRED PLAN VIEW CORNER FRAMING TYPICAL STUD FRAMING DETAILS SCALE: NONE 2.5' DEEP LEG RUNNER TRACK. SEE WALL SECTION FOR 5IZE AND GAUGE. SEE WALL SECTIONS 6 OPENING ELEVATIONS FOR TYPE 6 QUANTITY OF II FASTENERS. Q � 0 $OF STUD III 0 0 0 0 � �p0 p0 END OF SLIP TF K L (I) #10 SCREW PER STUD FLANGE THROUGH CENTER OF SLOT TYPICAL STUD DEEP LEG OR SLOTTED SLIP TRACK WALL TYPE DETAIL S SCALE: 3/4" = 1'-0" c 0 4- 0- > - 0- > 0 cc0- O. c 0 +6 U. 0. U N m m Q 0 m o o et OM n N 10 10 `o v a` v 0 Q c 0 u N N V TC SZ N -� " r it � o wzc o z O > U � YZZO M•��IC� t''1S'�'�i:T n L� F -IV o o v W F`' O a Z u� o lc� CA 4-1 � W W b 7� q W U o o U 14: W o� W � o z U DRAWN CHECKED NBB NBB PROJECT NUMBER 1722.1 DRAWING NUMBER A-501 DATE 09-26-18 CLEAR GLASS SIZE AS SIZE AS A ALUMINUM STOREFRONT SIZE AS sc� 1 HM SIZE AS SCHED B C D E SC WOOD SC WOOD WOOD COILING OR HM OR HM BI -FOLD STEEL DOOR TYPES SCALE: ')/t6" = P-0" SIZE AS SCHED F CLEAR VINYL DRAFT CURTAIN SCALE: 3/16" = 1'-0" H3, A-6�1 N5 H5 A-601 A-601 _ N6 OA = I I 12'-0' I _ '6'-0' I 4'-0' - 31-01 6' -0. I 3' -01 - -� a IN rERIOR GLA S 1 00 -S6I S62 0 GLASS EXT. INT. -S3 �64 ALUMINUM A-60 1 STOREFRONT GLASS WINDOW TYPES SCALE: 3/16" = P-0" TILT WA F c c H1 GWB ON METAL STUDS SEE WALL TYPE 5/8 GWI FURRI GROUT 601 CAULK MASONRY JAMB ANCHOR (3) PER JAMB SEALANT MIN EA SIDE HM FRAME HM FRA!" H2 J2 DOOR DETAILS SCALE: 1 1/2" = l'-0" TILT WALL 5/S GWD 4 FURRING 5/S' GWB 4 1 5/8' FURRING 4 1/2' STOREFRC H3 CONT EA SIDE DOOR SCHEDULE DOOR TO HAVE KEYPAD LOCK PASSWORD DOOR N0. DOOR FRAME FIRE RATING DETAILS HDWE SET DOOR N0. NOTES SIZE MAT. FINISH TYPE MAT. FINISH TYPE HEAD JAMB SILL IOIA PR 3'-0" X 1'-0" ALUM/GL ANDD A ALUM ANOD -- -- H3 J3 51 -- IOTA PROX CARD ACCESS 1018 31-0"X 1'-01 SC WOOD STAIN 8 HM PAINT 1 -- H1 JI -- -- 1018 102A 3'-0" X 7'-0" SC WOOD STAIN B HM PAINT I -- H1 JI -- -- 102A 1028 3'-0" X 1'-0" SC WOOD STAIN B HM PAINT I -- NI JI -- -- 1028 102C FR -3'-0'X 1'-0" SC WOOD STAIN C HM PAINT I -- HI J1 -- -- 102C 103 3'-0" X 7'-0" SC WOOD STAIN B HM PAINT I -- HI Jl -- -- 103 104 3'-0" x 7'-0" Sc WOOD STAIN B HM PAINT I -- HI J1 -- -- 104 105 3'-0" X 7'-0" SC WOOD STAIN B HM PAINT 1 -- N1 Jl -- -- 105 106 3'-0" X 1'-0" SC WOOD STAIN B HM PAINT I -- HI J1 -- -- 106 107A 3'-0" X 1'-0" SC WOOD STAIN B HM PAINT I -- H1 J1 -- -- 101A 1018 3'-0" X 1'-0" SG WOOD STAIN B HM PAINT 1 - - H1 Jl - - - - 1018 108 3'-0" X 11-01 SC WOOD STAIN 8 HM PAINT 1 -- HI J1 -- -- 108 109A 3'-0" X 1'-011 SC WOOD STAIN 8 HM PAINT 1 -- H1 JI -- -- 109A 1098 3'-0" x 7'-0" SC WOOD STAIN 8 HM PAINT 1 - - H1 JI _ _ _ a 1098 110 3'-0" x 7'-0" SC WOOD STAIN 8 HM PAINT 1 -- H1 JI -- -- 110 IIIA 3'-0" X 7'-0" SC WOOD STAIN 8 HM PAINT 1 -- H1 JI -- -- IIIA 1118 3'-0" x 7'-0" SC WOOD STAIN 8 HM PAINT 1 -- H1 JI 1118 112 3'-0" X 7'-0" HM PAINT B HM PAINT I -- H2 J2 51 -- 112 GALV DOOR 4 FRAME PROX CARD ACCESS 113 3'-0" X 1'-0" SC WOOD STAIN B HM PAINT 1 -- HI JI -- -- 113 114 PR -2'-6" X 7'-0" SC WOOD STAIN C HM PAINT 1 -- H1 J1 -- -- 114 WEATHER PROOF GASKET 115 3'-0" X 7'-0" SC WOOD STAIN 8 HM PAINT I -- HI J1 -- -- 115 116 3'-0" X 1'-0" SC WOOD STAIN 8 HM PAINT I -- HI J1 -- -= 116 117 3'-0" X 7'-0" SC WOOD STAIN 8 HM PAINT I -- Hl J1 -- -- 117 118 3'-0" X 7'-0" SC WOOD STAIN 8 HM PAINT I -- Hi J1 -- -- 118 119 3'-0" X 7'-0" SC WOOD STAIN 8 HM PAINT I -- H1 J1 -- -- 119 120 3'-0" X 7'-0" SC WOOD STAIN B HM PAINT i -- H1 Jl -- -- 120 122 3'-0" X 7'-0" SC WOOD STAIN B HM PAINT I -- HI J1 -- -- 122 124 PR -3'-0" X 1'-0" SC WOOD STAIN C HM PAINT -- -- Hl J1 -- -- 124 WEATHER PROOF GASKET 125 3'-0" X 1'-0" SC WOOD STAIN B HM PAINT I -- HI J1 -- -_ 125 126 3'-0" X 7'-0" HM PAINT 8 HM PAINT I - - H2 J2 SI - - 126 GALV DOOR 4 FRAME PROX CARD ACCESS 121 3'-O° X 1'-0" SC WOOD STAIN B HM PAINT 1 -- Hl JI -- -- 121 128 3'-0" X 7'-0" HM PAINT B HM PAINT I -- H2 J2 SI -- 128 GALV DOOR 4 FRAME 129 PR 3'-0" X 7'-0" SC WOOD STAIN C HM PAINT I -- H1 JI -- -- 129 130 PR -2'-0" X 7'-0" SC WOOD PAINT C -- PAINT I -- HI JI -- -- 130 WEATHER PROOF GASKET 131 3'-0" X 1'-0" SC WOOD STAIN 8 HM PAINT I -- H1 JI -- -- 131 132A PR 3'-0" X 1'-0" SC WOOD STAIN C HM PAINT 1 -- H1 JI -- -- 132A 1328 PR 3'-0" X 1'-0" HM PAINT C HM PAINT 1 60 MIN H1 JI 151 -- 1328 WEATHER PROOF GASKET 133 3'-0" X 7'-0" SC WOOD STAIN 8 HM PAINT 1 -- Hl J1 -- -- 133 134 3'-0" X 1'-0" HM PAINT 8 HM PAINT 1 60 MIN HI J1 -- -- 134 135 3'-0" X 1'-0" HM PAINT 8 HM PAINT 1 60 MIN HI JI -- -- 135 136 9'-0" X 1'-0" WOOD PAINT D -- PAINT 1 -- -- -- -- -- 136 BI -FOLD 131A 3'-0" X 1'-0" HM PAINT B HM PAINT I -- H2 J2 61 -- 131A GALV DOOR 4 FRAME PROX CARD ACCESS 1318 3'-0" X 7'-0" HM PAINT 8 HM PAINT 1 -- H2 J2 151 -- 1378 GALV DOOR 4 FRAME PROX CARD ACCESS 131C 3'-0" X 7'-0" HM PAINT 8 HM PAINT 1 -- HI Jl -- -- 131C 131D 10'-0" X 10'-0" VINYL CLEAR F-- -- -- -- -- -- -- -- 131D CASED OPENING 137E 10'-0" X 10'-0" VINYL CLEAR F-- -- -- -- -- -- -- -- 137E CASED OPENING 138 3'-0" X 1'-0" HM PAINT 8 HM PAINT 1 -- HI Jl SI -- 138 WEATHER PROOF GASKET 139 3'-0" X 1'-0" HM PAINT 8 HM PAINT I -- H1 J1 SI -- 139 WEATHER PROOF GASKET 140A 3'-0" X 7'-0" HM PAINT B HM PAINT I - - H2 J2 SI - - 140A GALV DOOR 4 FRAME PROX CARD ACCESS 1408 3'-0" X 7'-0" HM PAINT B HM PAINT 1 -- H2 J2 SI -- 1408 GALV DOOR 4 FRAME PROX CARD ACCESS 140C 16'-0" X 10'-0" STEEL FACTORY E -- -- -- -- -- -- -- -- 140C STEEL COILING DOOR NOTES 1. EXCEPT AS SPECIFICALLY PERMITTED BY SECTION 1008.1.8, EGRESS DOORS SHALL BE READILY OPENAeLE FROM THE EGRESS SIDE WITHOUT THE USE of A KEY OR SPECIAL EFFORT. 2, KEYING TO BE DETERMINED BY OWNER. 3. HARDWARE OPERATION SHALL BE PER OWNER'S REQUIREMENTS AND COMPLY WITH FBC AND NFPA 101. 4. HARDWARE SHALL BE LEVER TYPE HANDLES, ADA COMPLIANT 4 MATCH OWNER'S REQUIREMENTS, SEE SPECIFICATIONS, 5. ALL INTERIOR GLASS SHALL BE CLEAR UNLESS NOTED OTHERWISE (UNO). (o. ALL DOORS NEED TO BE SOFT CLOSE. �)R 4 FRAME SCHEDULED 4,COMPLIANT ALUM :ESHOLD SET IN BED SEALANT e S2 CD 0 i. U a� 0 Q) 0 N a 0 T3_ 0 U ti m ' www ,o o - P., o � `o O o n` LL n VJ v GE c oOD 2N LL] = U O W L O 0 3 � v o cn � W o Z 0 V O S, an t� 201 J00 F-1 F� WV Q, � H 0 ct �n 0 DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER A-601 DATE 09-26-18 DIAMETER OF A SINGLE CONDUIT OR TWO OR MORE VERTICALLY STACKED CONDUITS 1. ALL EARTHWORK AND SITE PREPARATION SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE (INCLUDING CROSSOVERS) SHALL NOT EXCEED 1/3 THE THICKNESS OF THE SLAB. THE OUTSIDE GEOTECHNICAL REPORT IF AVAILABLE. ALL FOUNDATION EXCAVATIONS SHALL BE OBSERVED AND APPROVED BY DIMENSION OF TWO OR MORE ADJACENT CONDUITS SHALL NOT EXCEED TWICE THE DEPTH OF THE GEOTECHNICAL ENGINEER TO ASSURE THE ADEQUACY OF ALL SUBGRADES, FILLS AND BACKFILLS BEFORE THE SLAB AND THE SEPARATION BETWEEN GROUPS OF CONDUITS SHALL NOT BE LESS THAN THE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORTS TO THE ENGINEER THICKNESS OF THE SLAB. DESCRIBING HIS INVESTIGATIONS INCLUDING ANY NON -CONFORMING WORK. B. CONDUIT IN ELEVATED SLABS: DO NOT INSTALL CONDUIT IN CONCRETE SLABS ON METAL DECK. STRUCTURAL SHEET LIST GENERAL STRUCTURAL NOTES SHEET NAME S-001 GENERAL NOTES S-002 WIND DIAGRAMS T FOUNDATION PLAN S-102 APPLICABLE CODES AND STANDARDS 2. STRIP ALL ORGANIC OR UNSUITABLE MATERIAL FOR T-0" BELOW OF FOUNDATION. EXCAVATE TO BOTTOM OF 22. CONTINUOUS REINFORCEMENT IN WALLS AND FOOTINGS MAY BE SPLICED AS REQUIRED, S-201 GENERAL DETAILS I FOUNDATION & PROOF ROLL WITH 10 TON VIBRATORY ROLLER TO 95% PER ASTM D-1557 FOR 2'-0" BELOW EXCAVATION. S-203 PROVIDED THAT BARS ARE OF THE LONGEST PRACTICAL LENGTH AND ALL SPLICES ARE SHOWN ON S-204 GENERAL DETAILS 1. FLORIDA BUILDING CODE 6TH EDITION (2017) O PLACE CLEAN GRANULAR FILL IN 12 INCH LAYERS AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM MODIFIED THE REINFORCING BAR SHOP DRAWINGS. SPLICES ARE TO BE STAGGERED WHEN POSSIBLE. 2. ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (W/ ERRATA DATED PROCTOR DRY DENSITY AS DETERMINED BY ASTM D-1557. COMPACTION WITHIN 5 FEET OF FOUNDATION WALLS SHALL r PROVIDE LAP SPLICES AND DEVELOPMENT LENGTHS IN ACCORDANCE WITH THE DEVELOPMENT LENGTH Q JANUARY 11, 2011) ONLY BE DONE WITH HAND -OPERATED EQUIPMENT. AND LAP SPLICE SCHEDULE. USE CLASS B LAP SPLICES UNLESS NOTED OTHERWISE, O 3. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE [� W 4. ACI 315 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES 3. DEWATER, AS REQUIRED, SUCH THAT THE EXCAVATIONS ARE DRY AT THE TIME OF CONCRETE PLACEMENT. 23. FLOOR SLABS SHALL MEET THE FLATNESS F(F)35 AND LEVELNESS F(L)25 REQUIREMENTS. z 5. ACI 530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES EXTERIOR SLABS SHALL DRAIN FREELY WITH A MAXIMUM VARIATION FROM THE 6. PCI DESIGN HANDBOOK - PRECAST AND PRESTRESSED CONCRETE 4. UNLESS NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS, PIERS, AND WALLS. INDICATED PLANE OF 1/4" IN 10'-0". 7. AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS 8. AWS D1.1 STRUCTURAL WELDING CODE -STEEL 5. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING OR GRADING ADJACENT TO EXISTING STRUCTURES 24. SEE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION OF OPENINGS 9. ASTM MATERIAL STANDARDS AS NOTED. OR IMPROVEMENT S SO AS NOT TO DAMAGE OR UNDERMINE FOUNDATIONS, WALLS, SLABS, UTILITIES, ETC. AND SLEEVES. SPREAD REINFORCEMENT AT OPENINGS AND SLEEVES UNLESS NOTED OTHERWISE. DO NOT CUT REINFORCEMENT UNLESS INDICATED BY SECTION OR DETAIL. CONTRACTOR SHALL VERIFY THE SIZE DESIGN LOADS 6. DO NOT EXCAVATE BELOW THE BEARING ELEVATION OF ANY COMPLETED FOOTING NOR ANY CLOSER TO AND LOCATION OF ALL OPENINGS, SLEEVES, INSERTS, ETC. WITH SHOP DRAWINGS FOR THE EQUIPMENT THE FOOTING THAN A SLOPE OF TWO HORIZONTAL (MEASURED FROM EDGE OF FOOTING TO NEAREST TO BE PROVIDED. 1. DESIGN GRAVITY LOADS POINT IN EXCAVATION) TO ONE VERTICAL. DESCRIPTION DESIGN LIVE LOAD SUPERIMPOSED DEAD LOAD D. STEEL JOISTS ROOF 30 PSF 25 PSF 7. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY 1. STEEL JOIST CONSTRUCTION SHALL CONFORM TO STEEL JOIST INSTITUTE LOAD TABLES, "STANDARD 2. WIND LOADS GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. SPECIFICATIONS", AND "CODE OF STANDARD PRACTICE", LATEST EDITION. PER 2014 FLORIDA BUILDING CODE AND ASCE 7-10 ULTIMATE DESIGN WIND SPEED Vult = (135) MPH 8. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 2. IN ADDITION TO DEAD AND LIVE LOADS, STEEL ROOF JOISTS SHALL BE DESIGNED AND FABRICATED TO RESIST NOMINAL DESIGN WIND SPEED Vasd = (105) MPH A NET WIND UPLIFT AS GIVEN IN THE COMPONENTS AND CLADDING WIND PRESSURE TABLE MINUS JOIST EXPOSURE CATEGORY B 9. HORIZONTAL CONSTRUCTION JOINTS IN COLUMN FOOTINGS, PIER CAPS, SLABS ON GRADE AND MAT AND ROOFING SELF WEIGHT. RISK CATEGORY II FOUNDATIONS ARE NOT PERMITTED. INTERNAL PRESSURE COEFFICIENT GCpi ±0.18 ENCLOSED BUILDINGS 3. SUBMIT SHOP DRAWINGS COMPLETELY DETAILING THE JOISTS FOR ERECTION. INCLUDE BRIDGING AND 10. PROVIDE DOWELS FOR ALL WALLS AND PIERS EMBEDDED INTO FOOTINGS, PIER CAPS, MAT FOUNDATIONS CONNECTIONS. JOIST CALCULATIONS SHALL BE SUBMITTED WITH A COVER LETTER SEALED, SIGNED AND DATED BY FOUNDATION DESIGN AND SOIL PARAMETERS AND GRADE BEAMS. DOWELS SHALL BE THE SAME SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT. THE STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA RESPONSIBLE FOR DESIGN OF JOISTS. 1. THE FOUNDATION DESIGN IS BASED UPON A PRESUMED BEARING CAPACITY OF 2,000 PSF, FBC 1806.2. C. REINFORCED CONCRETE 4. PROVIDE A COAT OF STANDARD PRIMER PAINT. PRIMER TO BE COMPATIBLE WITH FINISH COAT WHERE APPLICABLE. GEOTECHNICAL ENGINEER / TECHNICIAN TO VERIFY BEARING CAPACITY PRIOR TO POURING FOUNDATIONS. TOUCH UP AREAS DAMAGE D IN HANDLING AND ERECTION WITH SANTE PAINT USED FOR SHOP COAT. 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS", MATERIALS OF CONSTRUCTION LATEST EDITION. DESIGN IS 13ASED ON ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" E. METAL DECK 1. NORMAL WEIGHT CONCRETE 28 DAY COMPRESSIVE STRENGTH 2. SUBMIT CONCRETE MIX DESIGNS IN ACCORDANCE WITH ACI 318 TO THE ARCHITECT AND TESTING AGENCY. 1. UNLESS NOTED OTHERWISE, METAL DECK SHALL BE GALVANIZED G90 CONFORMING TO STEEL DECK INSTITUTE(SDI) FOUNDATIONS fc = 3000 PSI THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING SPECIFICATIONS. SLAB ON GRADE fc = 4000 PSI LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED STRENGTH IS THE CONTRACTOR'S. TILT -UP WALL PANELS & COLUMNS fc = 5000 PSI 2. DECKING SHALL BE CONTINUOUS OVER 3 SPANS MINIMUM WHERE SUPPORTING STRUCTURE PERMITS. 3. USE OF CALCIUM CHLORIDE, CHLORINE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED. 2. REINFORCING STEEL -ASTM A615 GRADE 60 Fy = 60 KSI 3. DECKING SHALL BE ERECTED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DEFORMED BAR ANCHORS - ASTM A-496 4. W/C<=0.5 FOR 3,000 PSI COMPRESSIVE CONCRETE , W/C<=0.45 FOR 4,000 PSI COMPRESSIVE CONCRETE 4. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. SUBMIT PRODUCT DATA INCLUDING SPAN 3. WELDED WIRE REINFORCING - ASTM A185 Fy = 65 KSI TABLES FOR REVIEW. 5. THE AIR CONTENT OF ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN 4% AND 6%. 4. STRUCTURAL STEEL EXCEPT AIR CONTENT FOR SLAB ON GRADE AND ELEVATED SLABS SHALL NOT EXCEED 3%. 5. SHEAR CONNECTORS SHALL BE ASTM A1108, TYPE B, HEADED STUD, COLD FINISHED CARBON STEEL, AWS D1.1. WIDE FLANGE AND TEE SHAPES - ASTM A992 Fy = 50 KSI ANGLES, CHANNELS AND PLATE - ASTM A36 Fy = 36 KSI 6. THE TESTING AGENCY SHALL SAMPLE AND TEST EACH 100 CU. YARDS OR FRACTION THEREOF OF EACH CLASS 6. TOUCH UP AREAS DAMAGED IN HANDLING AND ERECTION WITH GALVANIZING REPAIR PAINT. RECTANGULAR HSS -ASTM A500 GRADE B Fy = 46 KSI OF CONCRETE PLACED EACH DAY. SAMPLE CONCRETE IN ACCORDANCE WITH ASTM C172. PERFORM THE FOLLOWING ANCHOR RODS, SHEAR STUDS - ASTM F1554 GR 36 Fy = 36 KSI TESTS IN ACCORDANCE WITH THE INDICATED STANDARD: F. STRUCTURAL STEEL BOLTS - ASTM A325 - SLUMP: ASTM C143 - AIR CONTENT: ASTM C173 1. FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL 5. MISC - COMPRESSIVE STRENGTH: ASTM C39; TEST ONE CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS, STEEL BUILDINGS", LATEST EDITION. ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE HOLD ONE SPECIMEN IN RESERVE CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. EXPANSION BOLTS - SIMPSON CARBON STEEL STRONG BOLT 2 OR EQUIVALENT 7. COAT ALL SLABS WITH CURING COMPOUND WITHIN 24 HOURS OF PLACING. PRODUCT USED SHALL CONFORM WITH 2. ALL FIELD BOLTED SHEAR CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM A325 HIGH STRENGTH ASTM C309, AND SHALL BE COMPATIBLE WITH ADHERED FINISHES. A DISSIPATING FORMULATION SHALL BE USED BOLTS UNLESS NOTED OTHERWISE. BEAM SHEAR CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AT CEMENTITIOUS FINISHES. SUBMIT PRODUCT DATA TO THE ARCHITECT FOR REVIEW. FOR THE REACTIONS SHOWN ON THE PLANS, OR IF NOT SHOWN, PROVIDE THE MAXIMUM NUMBER OF BOLTS THAT CAN BE INSTALLED AT 3" ON CENTER IN ONE ROW. 8. HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED, THE LOCATION OF VERTICAL CONSTRUCTION JOINTS OR POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER AND INDICATED 3. PLACE NON -SHRINK GROUT UNDER ALL COLUMN BASE PLATES BEFORE PLACING ANY ELEVATED SLABS. CONSTRUCTION NOTES ON APPROVED SHOP DRAWINGS. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS AND CLEANED AND SHALL BE SURFACE SATURATED DRY PRIOR TO SECOND POUR. 4. WHERE THE WORK OF OTHER TRADES REQUIRES CUTS OR OPENINGS TO BE MADE IN STRUCTURAL A. GENERAL CONSTRUCTION NOTES STEEL MEMBERS, APPROVAL SHALL BE OBTAINED FROM THE ENGINEER. SUCH OPENINGS SHALL BE 9. UNLESS NOTED OTHERWISE PLACE VERTICAL CONTROL JOINTS IN RETAINING WALLS AT 15'-0" OC (MAX), MADE IN THE SHOP AND CLEARLY INDICATED ON THE SHOP DRAWING. 1. THE CONTRACT DOCUMENTS CONSIST OF DRAWINGS AND DESIGN INFORMATION 3/4" DEEP, V -CHAMFERED ON BOTH FACES. CONSTRUCTION JOINTS SHALL FALL ON CONTROL JOINTS AND SHALL PREPARED BY MULTIPLE DISCIPLINES AND MUST BE USED AS A WHOLE AND IN COORDINATION BE KEYED. STOP 50% OF THE SPECIFIED LONGITUDINAL REINFORCEMENT AT THE CONTROL JOINT. 5. E70XX ELECTRODES SHALL BE USED FOR ALL WELDING. PROPERLY QUALIFIED WELDERS SHALL WITH EACH OTHER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY APPARENT PERFORM ALL WELDING, AS PRESCRIBED UNDER "STANDARD QUALIFICATION PROCEDURE" OF THE DISCREPANCIES OR OMISSION OF INFORMATION NOT SHOWN ON THE STRUCTURAL DRAWINGS 10. ALL CONCRETE SHALL BE VIBRATED DURING PLACEMENT EXCEPT AS NOTED IN SPECIFICATIONS. AMERICAN WELDING SOCIETY. DURING THE SHOP DRAWINGS SUBMITTAL PROCESS. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ERRORS RESULTING FROM LACK OF COORDINATION OF DOCUMENTS. 11. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS. 6. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS 2. STRUCTURAL DRAWINGS SHOULD NOT BE SCALED. PRINTED DIMENSIONS TAKE PRECEDENCE 12. NO STAKES, STEEL OR WOOD, SHALL BE PERMITTED IN ANY CONCRETE POUR. SUSPEND FORMS FROM ABOVE GRADE. SPECIFIED BY AISC OR 3/16", WHICH EVER IS GREATER. OVER SCALED DRAWINGS AND LARGE SCALE DETAILS OVER SMALL SCALE. 13. ANCHOR BOLTS, DOWELS, REINFORCING STEEL, INSERTS, ETC., SHALL BE SECURELY TIED IN PLACE PRIOR 7. ALL GROOVE WELDS INDICATED ON PLANS AND SECTIONS SHALL BE COMPLETE JOINT PENETRATION 3. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING TO POURING CONCRETE. CONCRETE BLOCKS ONLY SHALL BE USED TO SUPPORT REINFORCING OFF GRADE. WELDS (CJP) UNLESS SPECIFICALLY INDICATED TO BE PARTIAL PENETRATION WELDS. CONDITIONS. CHECK AND VERIFY EXISTING DIMENSIONS AND ELEVATIONS AND TAKE ADDITIONAL MEASUREMENTS AS NEEDED BEFORE STARTING ANY WORK. NOTIFY ENGINEER OF ANY 14. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 315, "DETAILING 8. COMPOSITE BEAMS ARE DESIGNED FOR UNSHORED CONSTRUCTION. BEAMS SHALL BE FABRICATED WITH DISCREPANCY BETWEEN ACTUAL CONDITIONS AND INDICATED CONDITIONS. MODIFICATION OF MANUAL" AND ACI 117, "SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS", THE CAMBER INDICATED ON THE PLANS. BEAMS WITHOUT SPECIFIED CAMBER SHALL BE ERECTED WITH DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. LATEST EDITION. HOOKS AND BENDS, WHERE SHOWN ON THE DRAWINGS AND DETAILS, SHALL BE STANDARD THE STANDARD MILL TOLERANCE CAMBER UP. OR SEISMIC HOOKS AND BENDS AS DEFINED BY ACI 318, UNLESS SPECIFICALLY DIMENSIONED OR NOTED OTHERWISE. 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING 9. ALL HSS SECTIONS WITH OPEN ENDS SHALL BE CAPPED WITH A 1/4" THICK PLATE OF THE SAME CROSS MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATION AND SIZE OF OPENINGS, REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND SECTION, FULLY WELDED AND GROUND SMOOTH UNLESS NOTED OTHERWISE. BLOCKOUTS, FLOOR DEPRESSIONS, CURBS, ETC. NOT INDICATED ON THE STRUCTURAL DRAWINGS. REVIEWED. THE LOCATION AND SIZE OF MECHANICAL AND ELECTRICAL OPENINGS IN SLABS, WALLS AND DECKS 10. STRUCTURAL STEEL MEMBERS OUTSIDE OF THE BUILDING ENVELOPE SHALL BE PRIMED AND PAINTED SHALL BE COORDINATED BY THE CONTRACTOR. PROVIDE ALL ADDITIONAL FRAMING OR REINFORCING 15. DETAIL ALL CONCRETE WALLS AND BEAMS IN ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE. UNLESS NOTED OTHERWISE. TO ACCOMMODATE OPENINGS AS REQUIRED BY THE APPLICABLE STANDARD DETAILS SHOWN ON CUT SECTIONS SHOWING BAR LOCATIONS AND CONCRETE COVER. THE STRUCTURAL DRAWINGS OR PROVIDED BY THE STRUCTURAL ENGINEER. NO HOLES, NOTCHES, 11. STRUCTURAL STEEL SHOP DRAWINGS, PREPARED BY THE STEEL SUBCONTRACTOR, SHOWING COMPLETE BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL 16. WELDED WIRE REINFORCING SHALL CONFORM TO ASTM A185 AND SHALL BE PROVIDED IN FLAT SHEETS DIMENSIONS AND DETAILS, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION OF THE STEEL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. (ROLLS NOT PERMITTED). LAP MESH 2 SQUARES AT SPLICES. COMPONENTS. THE STRUCTURAL STEEL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING, VERIFICATION AND COORDINATION OF DIMENSIONS AND DETAILS WITH THE STRUCTURAL AND OTHER PORTIONS OF THE 5. WHERE DIMENSIONS ARE PROVIDED FOR OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, CURBS, 17. TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. CONTRACT DRAWINGS. THE STEEL SUBCONTRACTOR SHALL NOT REPRODUCE ANY PORTION OF THE STRUCTURAL ETC., BUT MAY BE AFFECTED BY THE EQUIPMENT PURCHASED, THE CONTRACTOR SHALL VERIFY PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES CONTRACT DRAWINGS FOR UTILIZATION AS SHOP DRAWINGS, UNLESS APPROVAL OF THE STRUCTURAL ENGINEER THE INFORMATION PROVIDED PRIOR TO CONSTRUCTION. DURING ALL CONSTRUCTION ACTIVITIES. "STICKING' DOWELS INTO WET CONCRETE IS NOT PERMITTED. IS OBTAINED. 6. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS 18. PROVIDE MINIMUM CONCRETE COVERING FOR REINFORCEMENT AS FOLLOWS: G. TILT -UP CONCRETE COMPLETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, CONSTRUCTION SEQUENCE, ETC. CONC TYPE & PLACEMENT REINF SIZE MIN COVER (IN.) 1. SUBMIT SHOP DRAWINGS SHOWING PLANS, ELEVATIONS, SECTIONS AND DE -FAILS LOCATING AND DEFINING THE GENERAL CONTRACTOR SHALL SUPPLY CALCULATIONS AND SHOP DRAWINGS TO THE EOR PRIOR ALL MATERIAL FURNISHED BY THE MANUFACTURER, ERECTION SEQUENCES AND HANDLING REQUIREMENTS. DO TO CONSTRUCTION FOR ALL SHORING AND RE -SHORING DESIGNED BY A SPECIALTY ENGINEER/CONSULTANT. AGAINST EARTH ALL 3 NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED, REVIEWED, AND APPROVED. THE STRUCTURAL ELEMENTS MAY NOT BE STABLE UNTIL THE STRUCTURE IS COMPLETE. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND FORMED SURFACES EXPOSED #6 THRU #18 2 2. DESIGN OF TILT UP CONCRETE SHALL BE PREPARED BY A STRUCTURAL ENGINEER EXPERIENCED SAFETY OF WORKMEN DURING CONSTRUCTION. TO WEATHER OR IN CONTACT #5 & SMALLER 1-1/2 IN PRECAST, PRESTRESSED CONCRETE DESIGN AND REGISTERED IN THE PROJECT STATE. CALCULATIONS W/ EARTH AND SHOP DRAWINGS WITH THE DELEGATED ENGINEER'S SEAL SHALL BE SUBMITTED FOR APPROVAL. A. DO NOT PLACE CONSTRUCTION MATERIALS OR OTHER CONSTRUCTION LOADS ON THE STRUCTURE SUCH THAT THE LOADS PLACED EXCEED THE CAPACITY OF THE STRUCTURE. FORMED SURFACES NOT #14 & #18 1-1/2 3. DETAIL OPENINGS 10" OR LARGER ON THE SHOP DRAWINGS. SMALLER OPENINGS MAY BE FIELD DRILLED EXPOSED TO WEATHER OR IN #11 & SMALLER 3/4 OR CUT SUBJECT TO PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. B. TAKE INTO CONSIDERATION THAT FULL STRUCTURAL CAPACITY OF MANY STRUCTURAL CONTACT W/ THE GROUND MEMBERS IS NOT REALIZED UNTIL STRUCTURAL ASSEMBLY IS COMPLETE; THAT IS, UNTIL SLABS, WALLS & JOISTS 4. GROUT: USE PREMIXED, PACKAGED, NON-FERROUS AGGREGATE, HIGH STRENGTH (7,000 PSI MIN.) NON - SLABS, DECKS, DIAGONAL BRACING AND SHEAR WALLS ARE INSTALLED. SHRINK GROUT. BEAMS AND COLUMNS ALL 1-1/2 C. PROVIDE TEMPORARY BRACING AND GUYING TO PROVIDE STABILITY AND RESIST ALL LOADS (PRIMARY REINF, TIES, 5. BEARING PADS TO WHICH THE PARTIALLY COMPLETED STRUCTURE MAY BE SUBJECTED INCLUDING ERECTION STIRRUPS AND SPIRALS) MASTICORD: RANDOM ORIENTED FIBER REINFORCED EQUIPMENT AND ITS OPERATION. ADEQUACY OF TEMPORARY BRACING AND GUYING FOR THIS DUCK LAYER REINFORCED PAD: CONFORM TO DIVISION II, SECTION 10.3.12 OF AASHTO, OR PURPOSE IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR. 19. PROVIDE DOWELS OF SAME SIZE AND NUMBER FROM ADJACENT POUR, BOTH VERTICALLY AND MILITARY SPECIFICATION ML -C -882C. HORIZONTALLY, TO MATCH TYPICAL REINFORCING SHOWN. LAPS TO BE IN ACCORDANCE WITH THE 7. TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION UNLESS SPECIFICALLY DETAILED. DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE. DOWELS SHALL BE CLEANED AFTER POUR. 6. ALL EXPOSED ANCHORS, BOLTS, NUTS, WASHERS AND INSERTS SHALL BE HOT DIPPED GALVANIZED WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. OR APPROVED EQUIVALENT. 20. FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED EXCEPT AS INDICATED ON THE 8. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. USE LOW HYDROGEN ELECTRODES GRADE OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED BY NEW WORK. E70 OR E90 AS REQUIRED. 9. UNLESS NOTED OTHERWISE, TESTING AND INSPECTION SERVICES CALLED FOR SHALL BE PAID BY 21. APPROVED ELECTRICAL CONDUIT MATERIAL CAST WITHIN STRUCTURAL CONCRETE MEMBERS SHALL THE OWNER, AND ARE NOT PART OF THE BASIC DESIGN SERVICES OF THE STRUCTURAL ENGINEER. CONFORM TO THE FOLLOWING: B EARTHWORK AND FOUNDATIONS A. CONDUIT IN SLAB ON GRADE: DIAMETER OF A SINGLE CONDUIT OR TWO OR MORE VERTICALLY STACKED CONDUITS 1. ALL EARTHWORK AND SITE PREPARATION SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE (INCLUDING CROSSOVERS) SHALL NOT EXCEED 1/3 THE THICKNESS OF THE SLAB. THE OUTSIDE GEOTECHNICAL REPORT IF AVAILABLE. ALL FOUNDATION EXCAVATIONS SHALL BE OBSERVED AND APPROVED BY DIMENSION OF TWO OR MORE ADJACENT CONDUITS SHALL NOT EXCEED TWICE THE DEPTH OF THE GEOTECHNICAL ENGINEER TO ASSURE THE ADEQUACY OF ALL SUBGRADES, FILLS AND BACKFILLS BEFORE THE SLAB AND THE SEPARATION BETWEEN GROUPS OF CONDUITS SHALL NOT BE LESS THAN THE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORTS TO THE ENGINEER THICKNESS OF THE SLAB. DESCRIBING HIS INVESTIGATIONS INCLUDING ANY NON -CONFORMING WORK. B. CONDUIT IN ELEVATED SLABS: DO NOT INSTALL CONDUIT IN CONCRETE SLABS ON METAL DECK. LEGEND: METAL DECK & SPAN DIRECTION TILT -UP WALL WITH CONCRETE WALL FOOTING DOORWAY / STOREFRONT IN TILT -UP WALL -- ® - - -- STEEL JOIST GIRDER ® ---� STEEL JOIST GIRDER RGD i E N,� ��atit®�aoaatr�� CONSULTING ENGINEERS ,`* ° 8 �* STRUCTURAL I NIECHAi\IC\L I ELECTRICAL I PLUMBING I FIILE PROTECTION 'w B T MOORE i vw �t .r cicn inccrs.c°ttt :FW%IDA SEFAT.E05017 l (V, 10ADE IN rHE USA `W.SLD,QCTU,ALENGINE E� 4901 VINELAND RD #33S, 01U.ANDO, IL 32811 (407) 845-6630 �R °° T �4C These Uraint.; are NOT VALID for ane sur use NNIlie6 re<Iuires the ui�iinal iDA sionature and seal of the en.incer unless the original si nature and seal are allised. e� �Drasringe not signed and sealed be the enuinecr shall nut be submitted to ane authurilc or used for ane Purpose Nchere signed and scaled documents arc required. 17-1213 CQ c O U U) N w m 0 W ry Nelson Blankenship, A[A STRUCTURAL SHEET LIST SHEET # SHEET NAME S-001 GENERAL NOTES S-002 WIND DIAGRAMS S-101 FOUNDATION PLAN S-102 TILT -UP WALL PANEL PLAN S-103 ROOF FRAMING PLAN S-201 GENERAL DETAILS S-202 GENERAL DETAILS S-203 GENERAL DETAILS S-204 GENERAL DETAILS LEGEND: METAL DECK & SPAN DIRECTION TILT -UP WALL WITH CONCRETE WALL FOOTING DOORWAY / STOREFRONT IN TILT -UP WALL -- ® - - -- STEEL JOIST GIRDER ® ---� STEEL JOIST GIRDER RGD i E N,� ��atit®�aoaatr�� CONSULTING ENGINEERS ,`* ° 8 �* STRUCTURAL I NIECHAi\IC\L I ELECTRICAL I PLUMBING I FIILE PROTECTION 'w B T MOORE i vw �t .r cicn inccrs.c°ttt :FW%IDA SEFAT.E05017 l (V, 10ADE IN rHE USA `W.SLD,QCTU,ALENGINE E� 4901 VINELAND RD #33S, 01U.ANDO, IL 32811 (407) 845-6630 �R °° T �4C These Uraint.; are NOT VALID for ane sur use NNIlie6 re<Iuires the ui�iinal iDA sionature and seal of the en.incer unless the original si nature and seal are allised. e� �Drasringe not signed and sealed be the enuinecr shall nut be submitted to ane authurilc or used for ane Purpose Nchere signed and scaled documents arc required. 17-1213 CQ c O U U) N w m 0 W ry Nelson Blankenship, A[A DRAWN I CHECKED XL WL PROJECT NUMBER 1%22.1 DRAWING NUMBER S-ou, 1 DATE 02-12-18 1 r^ �n 'c ld ld 7 1 c U rJ 0 �- U) �GUC)= W Qin O O DRAWN I CHECKED XL WL PROJECT NUMBER 1%22.1 DRAWING NUMBER S-ou, 1 DATE 02-12-18 1 rJ �- U) W O O r Q U O W Z [� W o z � DRAWN I CHECKED XL WL PROJECT NUMBER 1%22.1 DRAWING NUMBER S-ou, 1 DATE 02-12-18 1 GENERAL STRUCTURAL NOTES H. SHOP DRAWINGS 1. SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE FOLLOWING: A. CONCRETE MIX DESIGN. B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC. C. STRUCTURAL STEEL. D. STEEL DECK. E. ENGINEERED STEEL JOISTS AND JOIST GIRDERS. F. CONCRETE TILT -UP PANELS. G. STOREFRONTS. 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. I. SPECIALTY ENGINEERED PRODUCTS 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED. SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER TO ALLOW REVIEWS AND RE -SUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR A LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. LIGHT GAUGE METAL, INCLUDING BUT NOT LIMITED TO, SOFFITS, CLADDING, CEILINGS, ETC. B. MISCELLANEOUS METALS INCLUDING STEEL STAIRS, HAND RAILS AND SAFETY RAILS, MECHANICAL EQUIPMENT SUPPORT, FRAMES THAT SUPPORT OF MECHANICAL SYSTEMS. C. MISCELLANEOUS HANGARS, CHANDELIERS, CABINETS, METAL FRAMES, LADDERS, RIGGING, HANGING WALLS, RAILINGS, GLAZING FRAMES, CLADDING SUCH AS STONE, PRECAST, ALUMINUM, METAL PANELS, CABLE BARRIER SYSTEMS, ETC. OR ANY OTHER MISCELLANEOUS PRODUCT REQUIRED BY ANY OF THE CONSTRUCTION DOCUMENTS. D. IN ADDITION TO THE LOADS SHOWN IN THE DESIGN LOAD SCHEDULE, THE SPECIALTY ENGINEER SHALL DESIGN FOR THE WEIGHT OF ALL MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT AND FIXTURES, AS WELL AS CHANDELIER FIXTURES, BAR CABINETS, AND ART WORK/ MOBILES. GENERAL CONTRACTORS TO INCLUDE IN THEIR BID THE COST OF THE ABOVE NOTED SPECIALTY ENGINEERING. COMPONENTS AND CLADDING AS® WIN® PRESSURES FLAT ROOF ZONE 1 ZONE 2 ZONE 3 E TRIBUTARY AREA SUCTION (-) PRESSURE SUCTION (-) PRESSURE (+) SUCTION (-) PRESSURE (+) 10 SQ FT OR LESS -20 PSF 10 PSF -34 PSF 10 PSF -50 PSF 10 PSF COMPONENTS AND CLADDING ASD FIND PRESSURES WALLS ZONE 4Z ONE 5 I TRIBUTARY AREA LLLI SUCTION (-) PRESSURE (+) SUCTION (-) PRESSURE (+) 10 SQ FT OR LESS -21 PSF 20 PSF -26 PSF 20 PSF TABLE NOTES: 1. THIS TABLE IS FOR ENCLOSED BUILDING ONLY 2. a= 10'-0" 3. HATCH PATTERNS CORRESPOND TO ROOF ZONES r-anf-,\r TYPICAL WALL WIND PRESSURE LONE KEY PLAN na„ TYP TYPICAL ROOF WIND PRESSURE ZONE KEY PLAN � � a ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AFF ABOVE FINISHED FLOOR AFG ABOVE FINISH GRADE AHU AIR HANDLING UNIT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ALT ALTERNATE AR ANCHOR ROD ARCH ARCHITECT, ARCHITECTURAL ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM ASTM INTERNATIONAL AWS AMERICAN WELDING SOCIETY BLDG BUILDING BLKG BLOCKING BM BEAM BO, B/ BOTTOM OF BOB BOTTOM OF BEAM BOF BOTTOM OF FOOTING BOS BOTTOM OF STEEL/STRUCTURE BOT BOTTOM BP BASE PLATE BRG BEARING BSMT BASEMENT BTVVN BETWEEN CANT CANTILEVER CAP CAPACITY CIP CAST IN PLACE CJ CONTROL JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLR CLEAR/ CLEARANCE CM CONSTRUCTION MANAGER CMU CONCRETE MASONRY UNIT COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR COORD COORDINATE CTR CENTER, COUNTER CC CENTER TO CENTER D DEEP, DEPTH DBA DEFORMED BAR ANCHOR DBL DOUBLE DE DEAD END DEG DEGREE DEMO DEMOLISH / DEMOLITION DET DETAIL DIA DIAMETER DIAD DIAGONAL DIFF DIFFUSER DIM DIMENSION DL DEAD LOAD DWG DRAWING DWL DOWEL E EAST EA EACH EB EXPANSION BOLT EE EACH END EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC / ELECTRICAL ELEV ELEVATOR EMB EMBEDMENT ENGR ENGINEER EOS EDGE OF SLAB EOD EDGE OF DECK EQ EQUAL ES EACH SIDE EW EACH WAY EXIST EXISTING EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FF FINISHED FLOOR, FAR FACE F/F FACE TO FACE FIN FINISH FJ FELT JOINT FLR FLOOR FMG FRAMING FO FACE OF FOC FACE OF CONCRETE FONI FACE OF MASONRY FOUL! FACE OF WALL FS FAR SIDE FT FOOT/FEET FTG FOOTING GA GAGE GALV GALVANIZED GB GRADE BEAM GC GENERAL CONTRACTOR H HIGH HC HOLLOW CORE HD HOT DIP, HEAD, HEAVY DUTY HGR HANGER HK HOOK HORIZ HORIZONTAL HPT HIGH POINT HS HEADED STUD HSB HIGH STRENGTH BOLT HSS HOLLOW STRUCTURAL SECTION ID INSIDE DIAMETER IF INSIDE FACE IJ ISOLATION JOINT IN INCH / INCHES INFO INFORMATION INT INTERIOR JT JOINT JST JOIST K KILO/ KIPS KG KILOGRAM KSF KIPS PER SQUARE FOOT L LENGTH / LONG, ANGLE LE LEFT END LF LINEAR FOOT LIN LINEAR LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LONG LONGITUDINAL LPT LOW POINT LSH LONG SIDE HORIZONTAL, LONG SLOTTED HOLE LSV LONG SIDE VERTICAL LTWT LIGHTWEIGHT MAS MASONRY MANUF MANUFACTURER MATL MATERIAL MAX MAXIMUM MCJ MASONRY CONTROL JOINT MECH MECHANICAL MEP MECHANICAL, ELECTRICAL AND PLUMBING MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE NWT NORMAL WEIGHT O OXYGEN OC ON CENTER OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE PEJ PREFORMED EXPANSION JOINT PERP PERPENDICULAR PJP PARTIAL JOINT PENETRATION PL PLATE, PLAN, PROPERTY LINE PLYWD PLYWOOD PRCST PRECAST PREFAB PREFABRICATED PRELIM PRELIMINARY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH QTY QUANTITY R RISER, RADIUS, REMAINDER RCP REFLECTED CEILING PLAN, REINFORCED CONCRETE PIPE RD ROOF DRAIN RE RIGHT END REINF REINFORCED / REINFORCEMENT REM REMAINDER READ REQUIRED REQMTS REQUIREMENTS REV REVISION RO ROUGH OPENING SCBF SPECIAL CONCENTRICALLY BRACED FRAME SCHED SCHEDULE SE SOUTHEAST SECT SECTION SEOR STRUCTURAL ENGINEER OF RECORD SF SQUARE FOOT/ SQUARE FEET SHT SHEET SIM SIMILAR SL SLOPE SLV SLEEVE SOG SLAB ON GRADE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL SSIH SHORT SLOTTED HOLE, SHORT SIDE HORIZONTAL STD STANDARD STL STEEL STIFF STIFFENER STRUCT STRUCTURE / STRUCTURAL SUPT SUPPORT, SUPERINTENDENT SW SOUTHWEST, SWITCH SYM SYMMETRICAL T&B TOP AND BOTTOM TEMP TEMPORARY, TEMPERATURE TH THICK, THICKNESS THRU THROUGH TO, T/ TOP OF TOB TOP OF BEAM TOC TABLE OF CONTENTS/ TOP OF CONCRETE TOF TOP OF FOOTING TOL TOLERANCE TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL UON UNLESS OTHERWISE NOTED VERT VERTICAL VIF VERIFY IN FIELD W WIDE, WIDTH W/ WITH W/O WITHOUT WF WIDE FLANGE WL WIND LOAD WP WORK POINT WT WEIGHT, WATER TABLE, WATERTIGHT W/W WALL TO WALL WWR WELDED WIRE REINFORCING pRG CONSULTING ENGINEN STRUCTURAL I MICHANICA L I ELEcriu CALI PLUMBING IFIRE I'I:OTECTIOi' 'a wtt w .r rdcn nnccr5.con1 ITMETT 0,�1 Q �p le QRIDPf�. 1 N4.80�53 V,; MADE IN THE USA •°��E. {2QC,�URAL ENGINE R.- 4901 .o4901 VINELAND RD 9335, ORLANDO, PI" 32811 (407) 845-6630 v���'T�QKa These Dramings arc NOT VALID for any purpose "Ilich rc<luires the original � 5� % signature and scat of the engineer unless theoriginal siunature and seal arc nllLyed. Drapings not signed and scaled by the cn`iucer shall trot be submitted to ally tilt' authority or used liar ally purpose mherc signed and scaled doeuuicuts arc rccluircd. RGD PKOJECT NO.: 17-1213 I m I I 0 L U Q) 0 (>Y Nelson Blankenship, AIA a�QID 1 MITERED JOINT PROVIDE SQUARE END z C� s F+i Gn N Crl j� U 4 V MITERED JOINT 7 PROVIDE SQUARE END -d PANEL AT PARAPET WALL I W u o z 220' - 0" - (� 1 PANEL AT PARAPET WALL i �o 0 LL z 23'- 5" I 1 40'- 0" O S-2027 46'- 7" I 45'- 8" 31'- 10" 32' - 6" I TYP TYP TW -1 WF -2.5 - S-202 - i — — -- A - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - F I4. - ! 7 TYP TYP 8 S-202 5 S-202 S-201 I I ' I TYP U U U " I U U U u U U U U o U I o I ! ! I 0 cr) I I I CJ CJ CJ Ci CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ I U U U U U U U U U U U ❑ U �I 4 1 f SC -1 I r SG� OI SC� SC-� — SC -1 r 1 L -1 I I I I I I i I 10 I -� CJ CJ , , CJ CJ CJ , , CJ CJ CJ , , CJ CJ CJ , , DCJ DCJ , , DCJ DCJ L -1 = ru.J LF -6.55 LF -7.5 _J L-7.5 _ J L F -7.5j LF -6`5 -1 L -I I_L� J I I O8O I I � I 0 u 0 v 0 v v u 0 u ❑ vr' S-201 1 (S-201 TYP I ` I o I ! I -I 6" SOG O I I o I ! CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ °' = 3D BOUNDARY LINE BETWEEN 5" & 6" SOG �I T/ SLABLO " u I 4 n I 8 u 0 u 0 S-201 TYP 5" SOG u 0 v u 100'-0 o u I ! F �I OT L-1 TYP F r r-1 SC -1 - I T/ SLAB 100'-0" FF SC-� SC -1 r _ l I I ! i I I I I < I I I I I I C.J CJ , , CJ CJ CJTYP ( I CJ CJ CJ , I CJ CJ CJ I I DCJ DCJ ! ! DCJ DCJ I coo L= r� J �F-6r5 6 L F-7.5 J lr-7.5 � LF-7.� LF -6.5 r J TYP I H- -rte J i I I I U U U U U U U COLUMN BOX -OUT (TYP) SEE RELEVANT DETAIL U U U U ❑ 5 U s -2o2 I - I IO ! CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ ! S-202 I ! Li I_j TYP -' � MITERED JOINT U SQUARE END PANEL AT WALL � -' U S S-202 TYP ���-'U U U CONSTRUCTION JOINT (TYP) 0 U U U ❑-PROVIDE HEIGHT CHANGE ® I , I TYP 6 S-202 - Od �— O 1 a_ r ! ! — — — — — — — — — — — T — — — — — — — — — — — - — — — — — — — —� — — — — — — — — — — — — — — - - — — - — — — — — — — - — — — — — — — — — — — — — — — — —�- - — -- --- - - t— — — - ar — — — — — — —TW I _ I TYP WF -2.5 I O O TYP 1 TW -1 WF -2.5 � - TILT -UP WALL PANEL JOINT (TYP) WF -2.5 I U 7 L -1 �� 8 o N N I S-202 8 S-201 5-202 S-202 TYP F -- WF -2.5 — ——C — ��--a----------— f I TW -1-7" I I I 7 S-202 _ I I TYP 1 2 2.1 3 4 5 I 6 7 FOUNDATION FLAN 1/8" = 1'-0" FOUNDATION PLAN NOTES 1. 5" THICK SLAB ON GRADE SHALL BE REINFORCED WITH 6x6 - W4.OxW4.0 WWR. 2. 6" THICK SLAB ON GRADE SHALL BE REINFORCED WITH 6x6 - W6.OxW6.0 WWR. 3. SLABS ON GRADE SHALL BE PLACED ON 10 MIL MIN. VAPOR RETARDER OVER CLEAN FILLd��ai9ii��a COMPACTED TO 98% MAX DRY DENSITY AND TERMITE TREATED. SLOPES, SPOT ELEVATIONS AND DIMENSIONAL INFORMATION NOT •.N RGD �0�®�'�'��� Mph e,,�9® 4. SEE ARCH DWGS FOR ,�� �br%C� S �' F '• 10 SHOWN. 5 AND NOMINAL TOP OF SLAB ELEVATION = 100'-0". VERIFY WITH ARCHITECTURAL DRAWINGS FOR �T CONSULTING E N G I ly E E RS ' �: No ••; � 6. TOP OF FOOTING ELEVATION = 99'-0" UNO. 7. TW -1 INDICATES 7-1/4" TILT -UP WALL PANEL W/ REINF #5 @ 16" OC EW EF MIN BY SPECIALTY STRUCTURAL I MECHANICAL I ELECTRICAL I PLUMBING I FIFE PfZOTECTION'� �ww.rgdcngiuccrs.a�ln T3 •4/ ENGINEER. �•o .JV�RAL ENGINEER . o� 4901 VINELIND RU #335, ORLANDO, GL 32511 (407) 54S-6630 y�+���,iSP . '������� MADE IN THE USA a'4jQ\%C&.111111170 These Dra,ciog., are NOT VALID liar any purpose which requires the original signature and seal of the engineer unless the original signature and seal arc allixcd. Drawings not signed -d scaled by the engineer shall not be submitted to anv PGD PROJECT NO.: I7-I2I3 authority or used lin -v purpose vhue si,,ocd and scaled documents arc required. m I I 0 L U Q) 0 (>Y Nelson Blankenship, AIA a�QID z C� s F+i Gn N Crl j� U .-a -d Q J a. W u o z —O r--� - (� r- H- Q �o 0 LL DRAWN I CHECKED XL VVL PROJECT NUMBER 1722.1 DRAWING NUMBER s 1 DATE 02-12-18 4 z .-a -d Q J a. W u o z —O r--� - (� r- H- Q �o 0 LL z DRAWN I CHECKED XL VVL PROJECT NUMBER 1722.1 DRAWING NUMBER s 1 DATE 02-12-18 4 j — — 00 I Ln co I f� 1 MITERED JOINT 2 3 MITERED JOINT PROVIDE SQUARE END PROVIDE SQUARE END ci MITERED JOINT PANEL AT PARAPET WALL PANEL AT PARAPET WALL — I I I I I I I I I I I I i I� 20'-0" 19'-0" 21'-0" 19'-0" 21'-0" 20'-0" 20'-0" 19'-0" 21'-0" 20'-0" 20'-0" co I 0 m J W Z n W N 0 J ' W in ZQ tl PANEL 1 PANEL 2 PANEL 3 PANEL 4 PANEL 5 PANEL 6 PANEL 7 PANEL 8 PANEL 9 ur as PANEL 10 PANEL 11 W z � w 7 F��i u U 0 Ir^—i 0 U G 2 �i 4 n�Q o c� 71 U U U U U U U U U U U 0 U CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ U U U U U U U U U U U U CJ CJ CJ DCJ DCJ DCJ DCJ c CJ CJ CJ CJ CJ CJ CJ 2 S-201 CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ U U U U U U U U U U U U a CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ DCJ DCJ DCJ _71 --- ) d CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ -' U -' MITERED JOINT U U U U U U U U U U PROVIDE SQUARE END PANEL AT WALL HEIGHT CHANGE 4 ® ----24'-0" �t N PANEL 26 W � z 5 — — — -- I-- — - — —`� a_ — - I to N N o -I o —J25' - 1 1/4" Lu I W 00 ZI co Z PANEL 23 a. o. F------ --�- F 9-4'- 0" PANEL 27 I I 1 2 2.1 TILT -UP WALL PAN L PLAN 1/8" = 1'-0" TILT -UP WALL PANEL NOTES 1. PANEL REINFORCING FOR LIFTING INSERTS PER SPECIALTY ENGINEER (TYP). SEE ARCH DWGS FOR PANEL RECESSES. SEE PLANS FOR PANEL JOINTS & DIMENSIONS. 2. SPECIAL ATTENTION MUST BE GIVEN TO THE LOCATION AND PLACEMENT OF THE REINFORCING. 3. REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS, CHAMFERS AND REVEALS. 4. PANELS SHALL NOT BE LIFTED UNTIL THE CONCRETE HAS ATTAINED AT LEAST 75% OF THE 28 DAY REQUIRED COMPRESSIVE STRENGTH. 5. THE CONTRACTOR SHALL PROVIDE DESIGN FOR THE LIFTING INSERTS AND ANY ADDITIONAL REINFORCING STEEL REQUIRED FOR THE LIFTING OPERATION. HOWEVER, NO ADDITIONAL REINFORCING SHALL BE ADDED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 6. THE CONTRACTOR SHALL CHECK ALL PANEL DIMENSIONS, PLATE LOCATIONS AND DETERMINE THE LOCATION OF ALL OPENINGS REQUIRED. NO PANEL WORK SHALL BE PERFORMED WITHOUT CONTRACTOR'S APPROVAL OF ALL OF THE ABOVE. THE CONTRACTOR IS INDICATING THAT HE HAS REVIEWED THE ABOVE AND APPROVES THE PANEL DRAWINGS FOR ACCURACY BY THE COMMENCEMENT OF PANEL CONSTRUCTION EVEN IF FORMAL STAMPED APPROVAL HAS NOT BEEN INDICATED ON THOSE DRAWINGS. 7. DESIGN OF BRACES AND BRACING BY OTHERS. BRACING PLAN TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 8. TEMPORARY BRACES ARE NOT TO BE REMOVED UNTIL ALL STRUCTURAL COMPONENTS ARE ATTACHED. 9. ALL DIMS AT BUTT JOINT ARE NOMINAL AND ARE TO THE CENTER OF WALL PANEL JOINTS. ALL DIMS AT MITERED JOINTS ARE TO THE FACE OF WALL. i I 24'- 6" 24'-0" 26' - 0" 23'- 611 23' - 6" PANEL 22, PANEL 21 PANEL 20 PANEL 19 _7PANEL 18 25' - 6" PANEL 17 24'- 6" PANEL 16 w J W CN Z N Q tl WE J W N Z N Q a_ - J- - _(:_ D ) I I I I i I I I I i I I I I I I I 3 4 5 6 7 d� RGDcE F' ��`®i♦ �a CONSULTING ENGINEEEZS N;�• $ 553 •':.* .. r STRUCTURAL I tMECHANICAL I ELECTRICAL I PLUMBI:NIG I FIRE PkLOTECTI01\ �., 't" • r= ����w.r den inccrs.com ROAMI. O p 8055A - MADE IN THE USA .++ CTL L' Ili c ENgINLER .'411 E 11 4901 Vf\F.LA\U RU #335, ORLANDO, 1:1. 32811 (407) S -K-6630 � %O ATH.545 ! /� Q` /`•�A�,es These Dlaxcinhs are NOT VALID for am purpose xvlmh rcrluires the original _iim'atul and seal of the cuginccr unless the urigival signature and seal are afliscd. Drawings not signed and sealed by the engineer shall nut he submitted to ane authority or used fur auv purpose where signed and scaled docurucnts are required. RGD I'MjECT IN O.: ITt213 C0 c 0 Q U w W NNW w a Nelson Blankenship, AIA DRAWN CHECKED XL AVL PROJECT NUMBER 1722.1 DRAWING NUMBER S-102 DATE 02-12-18 I I r I C_') W " In Q z z ur as - Z W z � w 7 F��i u U 0 Ir^—i 0 U 2 �i 4 n�Q DRAWN CHECKED XL AVL PROJECT NUMBER 1722.1 DRAWING NUMBER S-102 DATE 02-12-18 I I r I C_') Q z z a W z � w 7 F��i u Q Ir^—i Q U 2 o c� 71 DRAWN CHECKED XL AVL PROJECT NUMBER 1722.1 DRAWING NUMBER S-102 DATE 02-12-18 I I r I (3) 4 I I I I I TYP I 6 T/ WALLS �„ T STEEL JOIST BRGr� S -2n'3 TYP @ JOIST BRIDGING 124'-1 ", TYP I ROOF FRAMING PLAN 1/8" = 1'-0" ROOF FRAMING PLAN 1. SEE ARCH DWGS FOR SLOPES, PENETRATIONS, SPOT ELEVATIONS AND DIMENSIONAL INFORMATION NOT SHOWN. 2. STEEL JOIST BRIDGING & BRACING TO BE PER STEEL JOIST INSTITUTE AND JOIST MANUFACTURER. 3. COORDINATE W/ MECH FOR EXACT LOCATIONS AND DIMENSIONS OF ROOF TOP UNIT OPENINGS DURING CONSTRUCTION. 4. SEE ARCH FOR ROOF HATCH SIZE & LOCATION. 5. VERIFY ALL ELEVATIONS W/ ARCH. 6. 2" MAX TILT -UP WALL RECESS FROM EXT FACE OF WALL AT SIGNAGE. SEE ARCH FOR LOCATION. 7. CL OF STEEL JOIST SHALL BE V-0" MIN AWAY FROM EDGE OF TILT -UP PANEL. 8. FOR BIG ASS FANS SUPPORT, USE UNISTRUT P1000 - 1 5/8'' SYSTEM SPANNING 6-0" MAX W/ P1008 (3/8" - 16) CHANNEL NUT. ATTACH UNISTRUT TO STEEL BAT JOISTS. MAX ALLOWABLE SINGLE POINT LOAD SHALL BE 280 LBS. 9. STEEL JOIST MFR SHALL DESIGN FOR ADDITIONAL BENDING STRESSES RESULTING FROM (2)-650 LBS CONCENTRATED LOADS FROM MECH RTU LOCATED ALONG TOP CHORD OF DESIGNATED STEEL JOISTS. SEE MECH FOR LOCATIONS. 10. PROVIDE SHOP DRAWINGS OF CANOPY DESIGN AND DETAILING TO EOR BEFORE INSTALLATION. ATTACH WITH 5/8" DIA PUDDLE WELD @ 6" OC TO PERIMETER SUPPORT ANGLES PARALLEL TO DECK SPAN — ATTACH PER SCHEDULE SIDE LAP CONNECTIONS EQUALLY SPACED ATTACH P E R SCHEDULE TILT -UP WALL PANEL JOINT (TYP) I � I I I I I I 1- I I I I I wo TYP @ JOIST BRIDGING c 0 4- Q U U) N 0 N > N Im Nelson Blankenship, AIA 2 w--� -d Z Q W 0 J c n W o z u� or n Q 2 -d Z Q 0 J c n W o z t C� Q z � DRAWN CHECKED XL WL PROJECT NUMBER 1%22.1 DRAWING NUMBER S-103 DATE 02-12-18 cn c w z Y z U Q _n �- m w SLAB ON GRADE W/ WWR Q PER PLAN & PLAN NOTES U m � II ~ U T/ SLAB d x=d x_ -x SEE PLAN - —T n -TT I -r= F1 -1=1-(-I- I -IT VAPOR BARRIER 10 MIL MIN PREPARED SUBGRADE PER GENERAL NOTES TYPICAL SLAB ON GRADE DETAIL 3/4" = 1'-0" (2)-#4 x 4'-0" AT SLAB MID -DEPTH -� 0 tU _j U J CJ CJ -� m U (2)-#4 x 4'-0" AT SLAB MID -DEPTH (2)-#4 x 4'-0" AT SLAB MID -DE AT ALL RE-ENTRANT CORNE NOT ALIGNED WITH CONTRC CJ TEE INTERSECTION SLAB CORNER RE-ENTRANT CORNER REINFORCING DETAIL 3/4" = 1'-0" TILT -UP WALL PER PLAN q HAIR PIN, #5 @ 1'-0" OC W/ STD 90° HOOK EDGE 1/8" OR SAW AND FILL TO MATCH CONTRACTION JOINTS TERMINATE REINF AT JOINT SOG W/ WWR PER PLAN & PLAN NOTES T/ SLAB __,--x xx SEE PLAN ` <L (T®=TII-F I PREPARED TYP VAPOR BARRIER 10 MIL MIN SUBGRADE 3/4" DIA x 18" LONG SMOOTH DOWEL @ 18" OC GREASE PORTION IN SECOND POUR AND PROVIDE EXPANSION SLEEVE U) DOWELED QCJ) w z Y z U Q tz- a 2" Q w TYP TERMINATE REINF AT JOINT u EDGE 1/8" OR SAW AND FILL TO MATCH CONTRACTION JOINTS SOG W/ WWR PER PLAN & PLAN NOTES T/ SLAB' °X—max=max SEE PLAN PREPARED SUBGRADE VAPOR BARRIER 10 MIL MIN KEYED (KCJ) CONSTRUCTION JOINT (DCJ—&-ICJ 3/4" = 1'-0" STEEL COLUMN SCHEDULE MARK TYPE -SIZE BASE PLATE ANCHOR BOLTS EMBEDMENT SC -1 HSS6x6x1/2 PL 1x12x12 (4)-3/4" 0 ANCHOR BOLTS 12" NOTE: ANCHOR RODS SHALL BE ASTM F1554 GR -36 ROD W/ DBL HEX NUT AND WASHER AT EMBEDDED END AND LEVELING NUT, WASHER, STRUCTURAL NUT AND WASHER. 1/8" MIN SAW -CUT JOINT AS SOON AS SOG W/ WVVR PERFEASIBLE AFTER CONCRETE HARDENING PLAN & PLAN NOTES 2 WITHOUT DAMAGING EDGES (4 HOURS MAX) �TYPI FILL W/ JOINT FILLER AND JOINT SEALANT ~ f1tT/ SLAB ° a _ , ."4 a,_:��". �"-• x, -°. '�� i SEE PLAN � ° 'd n -- [I-]-- IT -TI IT n r--- FIT � ) --TI w DISCONTINE SLAB / Y z REINF AT JOINT VAPOR BARRIER = Q 10 MIL MIN a PREPARED SUBGRADE wco (n 11 E - CONTRACTION JOINT (CJ 3/4" = 1'-0" RE-ENTRANT CORNER REINF PER TYP DETAIL NOT SHOWN FOR CLARITY COL &FDN r.:--®��..�..� INFILL BLOCKOUT 14 DAYS — I COL FOOTING I MIN AFTER SLAB POUR I I BOND BREAKER (TYP) I STL COL PER PLAN & SCHED SOG W/ WWR PER PLAN &PLAN NOTES (TYP)A 0, BASE PL PER ANCHOR BOL "I TYP � TYP STEEL COL SCHED T/ SLAB i STEEL COL -� '/ I �\ ( 7 ) ° x COL BASE PLATE d _ _ . •- 74 SEE PLAN I / l- \ I) BARRIER < _:g d 4 - VAPOR I�- 1- 10 MIL MIN (TYP):�-1 P °a . `' ''_ 9 : = 1 I I 17 COL FOOTING I LO — — OJ I Y°' _ 8 ° ° I; °II I -I EE PLAN NOTES THICKENED •a d.' ° — EDGEI ° ° ° \ / CONSTRUCTION JOINT °fid ° ° ° 4 - a 1(4 .v '° a - d — I OR CONTRACTION JOINT BOND BREAKER (TYP) a ° a.3 p I i ANCHOR BOLT PER STEEL < _ ' • " °I °. " ° < _d, =COL SCHED W/ LEVELING �° = • '' a'° —NUT &WASHER (TYP).-,,_, -: : ; = °°� -COL FOOTING W/ REINF °d• ° PER PLAN&SCHED L--®_...o._----------.®�..�:..®— J 4-1 ,. Q ., d ° 14 4 III IIIIIIIII—III III1 I i I I1 T II T �I T I =j PREPARED SUBGRADE TOP VIEW STEEL COLUMN ON SPREAD FOOTING DETAIL 3/4" = 1'4" SECONDARY POUR W/ #4 CONT @ 1'-0" OC 3 -SIDES 1/4 I/ \ #5 x 5'-0" LG @ 1'-0" OC, ° - a MID DEPTH PAVER / WALKWAY— 6"- CLIP ANGLE L4x4x3/8 x 8" LG SOG W/ WWR PER PER ARCH / CIVIL W/ (2)-3/4" EXPANSION BOLTS PLAN & PLAN NOTES @ 4" OC W/ 6" EMBED ' - - - rf"I ' 1141 ,° a 4 -��SHIM STACK! I_- -12'-6"1 I� TI IS I—i I2'-6" i.- CONTI._ I {' rINON-SHRINK • �- a =/ ' .�-� -� , I— .:....! r�� - I �I --- \_ 2 #5 CONT. '�T/ FOOTING -GROUT::::_:::.:-_:; I O __._.._ ' OR BARRIER 10MIL MIN__ —r E �...i — { _! —III SEE PLAN NOT 1 d. o ° ....._.._..._ i i! ..__...... I— I —I ....._... .. I I ._.._-... ° WALL FOOTING W/ REINF PER PLAN & SCHED— _-- _ 1 1 _ _ L _I -1 1- 3/8" THK EMBED PLATE(( V -0"I FROM j :................ I ._...._._...._ .:" _ @ I {I1{i i - Ii II I EACH END OF WALL PANEL W/ (4)-5/8"_ I j �; PREPARED SUBGRADE I O SHEAR STUDS W/ 6" EMBED!1 '-- piano m� i� a no 3/4" = V-0" T/ SLAB' SEE PLAN ij 0 FOUNDATION SCHEDULE MARK TYPE LENGTH WIDTH DEPTH REINFORCEMENT WF -2.5 A CONT 2'-6" 1'-0"(3)-#5 CONT & #5 @ 12" OC TRANSVERSE, BOTT F-6.5 B 6-6" 6-6" 3'-0" (9) #7 EW, T&B F-7.5 B 7'-6" 7'-6" 3'-0" (10) #7 EU`!, T&B NOTE: WALL FOOTING STEEL TO BE CONTINUOUS THROUGH COLUMN FOOTINGS. ¢ d d 3" CLR TYP LENGTH x WIDTH j TYPE A FOUNDATION SCHEDULE 3/4" = 1'-0" TYPE B m U) Q w SOG W/ WWR PER Y_ PLAN & PLAN NOTES 11 v — #4 NOSING BAR f- :E� 2'- 0" (TYP) T/ SLAB' x x _ - XTP x °1- SEE PLAN w -_BENT BAR #4 @ 12" 06 t -I 1-1#4 �I i II I I I I 1-1 I iil� I I I I Wi it PREPARED VAPOR BARRIER SUBGRADE 10MIL MIN TYPICAL SLAB RECESS DETAIL 3/4" = 1'-0" CONCRETE COLUMN SCHEDULE TOP REINF W/ DIMENSIONS STD 90° HOOK TIES ON BOTH ENDS 1'-0" x 2'-0" (8)-#5 #3 @ 8" OC H •�1j o IP�YJ1• 3 T --) iC � T I r •Q w _ - - n I W M U ®/ H °a. W 14�c% Z W 3" CLR TYP LENGTH x WIDTH TYPE B m U) Q w SOG W/ WWR PER Y_ PLAN & PLAN NOTES 11 v — #4 NOSING BAR f- :E� 2'- 0" (TYP) T/ SLAB' x x _ - XTP x °1- SEE PLAN w -_BENT BAR #4 @ 12" 06 t -I 1-1#4 �I i II I I I I 1-1 I iil� I I I I Wi it PREPARED VAPOR BARRIER SUBGRADE 10MIL MIN TYPICAL SLAB RECESS DETAIL 3/4" = 1'-0" CONCRETE COLUMN SCHEDULE MARK DIMENSIONS LONGITUDINAL REINFORCEMENT TIES CC -1 1'-0" x 2'-0" (8)-#5 #3 @ 8" OC C) N 3/4" CLR TYP NOTES: 1. CC -1 INDICATES IN -PANEL CONCRETE COLUMN. 2. ALTERNATE POSITION OF HOOK/LAP IN PLACING EACH SUCCESSIVE TIE. 3. TILT -UP WALL HORIZ REINF SHALL EXTEND INTO CC -1 & MINIMUM OF 16". CONCRETE COLUMN SCHEDULE 3/4" = 1'4" a a®�e Frs C�H' Mo goo ®r N �Q'' \.�G CONSULTING ENGINEERS; No 55 '. STKUCTURAL I MECHANICAL I ELECTRICAL I PLUMBING I FIRE PROTECTIOirI g• ETT H. Ni00R ax z ��'ww.rdcuinccrs.com� GORIDf{ �.•�l . 8013 ,MADE IN TIIL USA •�Iucl E GINEER o •(!/ o 0 � .. o 4901 VI\l [�1\U kU #335, URL,\\DO, PL dFUTH.54 32511 (407) S45 E63D � I� '�i P• ��� d Thcsc thawing; aic NOTV�\L IU l�w am Pwpuu xhich ic<lu�c i, the urikinal D�e�l��. �..��• .�®� signature and Heal of the en.s engineer tmlcthe originalw siuna,c and seal tI. )ra�cin,s not signed and scaled be the engineer shall nut be submitted to ane authority or used lin- any I,urpose olicre signed and sealed documents arc required. I:GU I'KOJECCNO.: 17-1213 >, m 0 Q U 0 0 0 N Nelson Blankenship, AIA DRAWN I CHECKED xL n/_I PROJECT NUMBER 1722.1 DRAWING NUMBER S-201 DATE 02-12-18 , i i , C/1n 0 `� o Z H •�1j o IP�YJ1• 3 T --) iC � T I r U o w <' M U ®/ H DRAWN I CHECKED xL n/_I PROJECT NUMBER 1722.1 DRAWING NUMBER S-201 DATE 02-12-18 , i i , Z /tel J_ T I r U o w U ®/ H O W 14�c% Z W DRAWN I CHECKED xL n/_I PROJECT NUMBER 1722.1 DRAWING NUMBER S-201 DATE 02-12-18 , i i , 4 4 TILT -UP WALL PER PLAN 'o. SECONDARY POUR W/ 4'- 0" #5 CONT @ 1'-0" OC CONNECTION BEYOND OPENING PER ARCH #5 @ 1'-0" OC, MID NOT SHOWN FOR CLARITY DEPTH PAVER / WALKWAY — STD 90° HOOK SOG W/ WWR PER PER ARCH / CIVIL PLAN & PLAN NOTES SECONDARY POUR T/ SLAB' r 4 SEE PLAN =SHIM S CD TACK 2' - 0" I— 1 V, NON -SHRINK T/ FOOTING - GROUT �° _ p.. ,1 III III VAPOR BARRIER 10MIL MIN SEE PLAN NOTE 1 - "• �- 1 r° u( q_ _WALL FOOTINGW/REINF PER PLAN & SCHED- - -- PR: -:PARED SUIBGRADE TYPICAL TILT -BJP WALL PANEL BASE DETAIL AT OPENING 3/4" = 1'-0" INSIDE FACE VERT REINF `CENTERED IN PANEL a4; 4 °d 4�b OUTSIDE FACE HORIZ REINF (EITHER (CAST FACE DOWN) J SIDE OF VERT REINF) 3/4" = T-0" 3/4" JOINT CHAMFER, TYP /I' /— BUTYL ROD BACKING (SEE ARCH) 6" 6" AND COMPRESSIBLE SEALANT (TYP) - - a-4 INTERIOR FACE EMBED PLATE PL3/8x8x8 W/ (4)-3/4" 0 x 5" LG SHEAR STUDS (TYP) PL 3/8x12x6 1/4 NOTE: CONNECTION OCCURS AT 1'-0" BELOW ROOF BEARING, V-0" ABOVE FIN FL / BOTTOM OF SPANDREL AND SPACES NO GREATER THAN 8'-0" OC OR WHERE INDICATED. � TYPICAL BUTT PANEL JOINT DETAIL J 3/4" = T-0" CHAMFER, TYP (SEE ARCH) INTERIOR FACE U) ✓0��,, LL, w n 2� BUTYL ROD BACKING p.' 4 AND COMPRESSIBLE 1 SEALANT (TYP) L4x4x3/8 x 4" LG FILL W/ CONC GROUT a , 4- , 1" RETURN 3/ 16 e4 EMBED PLATE PL3/8x8x8 W/ (4)-3/4" O x 5" LG SHEAR STUDS (TYP) $ ; INTERIOR FACE SEE DETAIL 5/S-202 FOR SECTION NOTE: CONNECTION OCCURS AT V-0" BELOW ROOF BEARING, 1'-0" ABOVE FIN FL / BOTTOM OF SPANDREL AND SPACES NO GREATER THAN 8'-0" OC OR WHERE INDICATED. REINFORCING BAR DEVELOPMENT LENGTH(Ld) AND LAP SPLICE SCHEDULE WALLS AND SLABS BEAMS, COLS, WALLS, SLABS BAR SIZE LAP SPLICE MIN CONC COVER = 3/4" MIN CONC COVER = 1-1/2" TOP (IN) OTHER (IN) TOP (IN) OTHER (IN) A 12 12 12 12 #3 B '16 16 16 16 A 19 15 15 12 #4 B 24 19 20 16 A 28 21 19 15 #5 B 36 28 24 19 A 37 19 22 17 #6 B 48 37 29 22 A 60 46 37 28 #7 B 78 60 48 37 A 74 57 47 36 #8 B 96 74 60 47 A 108 83 70 54 #9 B 140 108 91 70 A 127 98 84 64 #10 B 165 127 109 84 NOTES - 1 . OTES:1. TABULATED VALUES ARE BASED ON 4000 PSI NORMAL WEIGHT CONCRETE FOR LIGHTWEIGHT CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3. FOR CONCRETE STRENGTHS OTHER THAN fc = 4000 PSI, MULTIPLY VALUE BY 63.25 DIVIDED BY THE SQ. ROOT OF fc. 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR. 3. THIS SCHEDULE IS VALID ONLY FOR BARS WITH SPECIFIED COVER AND SPACED GREATER THAN TWO TIMES (2x) THE INDICATED COVER DIMENSIONS PLUS ONE BAR DIAMETER. 4. FOR EPDXY COATED BARS, MULTIPLY THE TABULATED VALUES BY 1.5. 5. USE CLASS "B" LAP SPLICE UNO. 6. DEVELOPMENT LENGTH Ld EQUALS THE "A" CLASS LAP DIMENSION. 1" = T-0" 1 1/2" RECESS TYP< a EXTERIOR FACE L4x4x3/8 x 4" LG (TYP) z CHAMFER, TYP EXTERIOR FACE O (SEE ARCH) v - FILL W/ CONC GROUT 9 — BUTYL ROD BACKING 1" RETURN, a 7� AND COMPRESSIBLE TYP3/16 C9 4 ' SEALANT( TYP) EMBED PLATE PL3/8x8x8 W/ (4)-3/4" a O x 5" LG SHEAR STUDS (TYP) EXTERIOR FACE SEE DETAIL 5/S-202 FOR SECTION NOTE: CONNECTION OCCURS AT 1'-0" BELOW ROOF BEARING, V-0" ABOVE FIN FL / BOTTOM OF SPANDREL AND SPACES NO GREATER THAN 8'-0" OC OR WHERE INDICATED. 3/4" = T-0" CLASS "B" LAP SPLICE d SEE SCHED o TYP 0 4 4° 01 CONC BEAM/FOOTING W/ REINF PER SCHED (TYP) .a . a CORNER BENT BARS TO MATCH LARGER SIZE OF HORIZ REINF "T" INTERSECTION FOOTING REINFORCEMENT BEND DETAIL J 3/4" = T-0" CLASS "B" LAP SPLICE SEE SCHED TYP ' 4 ; } c ' o CORNER BENT'U' BARS TO MATCH LARGER SIZE OF HORIZ REINF m ' e CONC BEAM/FOOTING V\// REINF PER SCHED (TYP) CORNER s AT ALL CONCENTRATED LOADS(COLS, ETC.) PROVIDE (3)-#5 VERT EF WITH #3 TIES @ Is PROVIDE BENT 18"x18" #5 BAR EF AT ALL CORNERS REINF FOR LIFTING INSERTS PER MFR TYPICAL TILT -UP PANEL REINF BY SPECILATY ENGINEER 2 #5X4'-0" LG. DIAG @ CORNER OF OPENING TYP (1) #5 BARS EF ALL AROUND (TYP) 1 #5 EF @ ALL PANEL EDGES AND EDGES OF ALL OPENINGS (TYP) EXTEND BARS 2'-0" BEYOND EDGE OF OPENINGS (TYP, UNO) (NOTE: LEG REINF WILL TAKE PLACE OF THE EDGE BAR WHERE APPLICABLE) 1/4" = T-0" CHAMFER, TYP (SEE ARCH) EXTERIOR FACE L4x4x3/8 x 4" LG —\ �I ti CO. BUTYL ROD BACKING 1" RETURN AND COMPRESSIBLE 3/16SEALANT (TYP) g 4 EMBED PLATE PL3/8x8x8 W/ (4)-3/4" O x 5" LG SHEAR STUDS (TYP) EXTERIOR FACE SEE DETAIL 5/S-202 FOR SECTION 3/4" = T-0" NOTE: CONNECTION OCCURS AT 1'-0" BELOW ROOF BEARING, 1'-0" ABOVE FIN FL / BOTTOM OF SPANDREL AND SPACES NO GREATER THAN 8'-0" OC OR WHERE INDICATED. TILT -UP WALL W/ REINF PER PLAN ° d (2) #5 MID EDGE BARS a �``'� �a.•-�•NS• �`✓®moo CONSULTING ENGINEERS;° N° •�'.* a STRUCTURAL I NIECHAiNICAL I ELEC T-RICAL I PLUMBliNG I FIRE PROTEC ION•+" tvwAr.r rdcu rinccrs.cotn w STT OORE • C� " �O,FID IE'�ME8rjp MADE IN THE USA 11,S,T&4CYc)RAL ENGINEL-.R• .�•�!/ e* 4901 VINELAND RD #335, ORLANDO, PL 32811 (407) 845-6630 � i�•4F�A 5 ;o P • � � [hc'.st. Drawings arc NOT VALID Cor am, purpose which squires du original DA �`�I YI• • •� ��0') signature and seal of the engineer unless tht orislli"al and seal MC allixa1. Dra11iu"s not .ai�nCd and scaled by the e'Wincer shall not 6e sAmittctl Lo ane rr>ri i -r aLtd—itc or used lilt .up' Ixirpose where signed and scaled dueuniCM, arc rC<Iuired. RGD PROJECT NO.: 17-121"3 4 NOTE: DECK ATTACHMENT TO STEEL JOIST & CHORD ANGLE PER SCHED. CON -r CHORD ANGLE PER PLAN W/ 1/2" O EXPANSION BOLT @ 4'-0" OC W/ 4-1/2" EMBED MIN 1/8 3/165 PROVIDE POCKET _ 12" HIGH x18"3/16 5 WIDE x6" DEEP =c� STEEL JOIST BRG ®' 77'SEE PLAN 3/16j� 3 3/16 }/ 3 - METAL DECK PER PLAN 1 1/2 , SECTION B -B A A 5" MIN BRG {�.. 1a -- o 3/4" THK BEARING PLATE W/ (3) -ADDITIONAL STEEL JOIST m #3 TIES @ 3" OC PER PLAN (3)-3/4" O x 8" LG SHEAR STUDS CONT TILT -UP WALL N HORIZ REINF (TYP) -o N_ m •• IN -PANEL CONC COL W/ -43/16 8 STEEL JOIST GIRDER PER PLAN REINF PER PLAN & SCHED I,_' :� 3/16 8 SECTION A -A STABILIZER PLATE PL3/4x8x6 (TYP) DO NOT WELD TO BOTT CHORD OF JOIST GIRDER JOIST GIRDER BEARING ON COLUMN WALL DETAIL 3/4" = 1'-0" 3/16 3 TYP X3/16 3 NOTE: DECK ATTACHMENT TO STEEL JOIST PER SCHED. 1/4 N 5 CL 1/4 5 1/4:12 SLOPE DN 3/16 2 -� - TYP METAL DECK CD 3/16 2 PER PLAN I ® I - STEEL CAP PLATE PL1x12x12 � I � STEEL JOIST FEEL JOIST CHORD EXTENSION (TYP) - 3/1�< TYP PER PLAN (TYP) JOIST GIRDER PER PLAN 3/16 \ WEB NOT SHOWN FOR CLARITY STABILIZER PL1/2x4x4 (TYP) DO NOT WELD TO BOTT STEEL COLUMN CHORD OF STEEL JOIST PER PLAN & SCHED STABILIZER PLATE PER DETAIL 2/S-203 STEEL JOIST BEARING ON STEEL COLUMN DETAIL - 3/4" = 1'-0" NOTE: DECK ATTACHMENT TO STEEL JOIST &CHORD ANGLE PER SCHED. CONT CHORD ANGLE PER PLAN W/ 1/2" O EXPANSION BOLT @ 4'-0" 1/2" ± OC W/ 4-1/2" EMBED MIN 1/8 �JOINT� 1/4:12 SLOPE DN °! 3/16 3 METAL DECK r - _EE__ PER PLAN 3/16 3 A STEEL JOIST BRG SEE PLAN SHELF ANGLE L4x4x3/8 x 6 LG CENTERED ON STEEL JOIST W/ 1/4" FULLY WELDED- 1/4 N<1" RETURN STIFFNER 1/4 V T&B EMBED PLATE PL3/8x14x'14 W/ (4)-3/4" °I A O x 6" LG SHEAR STUDS _ TILT -UP WALL PER PLAN f��r UPLIFT BRIDGING STEEL JOIST PER PLAN - — 0 - 0 0 0- N 5" 1 1/2" �1 1/2" SECTION A -A STEEL JOIST BEARING ON TILT -UP WALL DETAIL 3/4" = 1'-0" 3/16N3 TYP 3/16 r®STEEL JOIST BRG SEE PLAN STEEL JOIST PER PLAN (TYP) JOIST GIRDER PER PLAN (TYP) 1/4�\5 TYP 1/4 5 STEEL COLUMN PER PLAN & SCHED NOTE: DECK ATTACHMENT TO STEEL JOIST PER SCHED. CL 3/16N2 TYP 3/16 2 �- STEEL CAP PLATE PL1x12x12 METAL DECK PER PLAN 1 I 6 \ � 1 TYP 0- / /Zz I Imo'\ 5/16 8 - - JOIST GIRDER BUTT 5/16 8 CHORD EXTENSION (TYP) STABILIZER PLATE PL3/4x8x6 (TYP) DO NOT WELD TO BOTT CHORD OF JOIST GIRDER STABILIZER PLATE PER DETAIL 4/S-203 JOIST GIRDER BEARING ON STEEL COLUMN DETAIL 3/4" = V-0" 3/4" = 1'-0" NOTE: DECK ATTACHMENT TO STEEL JOIST PER SCHED. 1/4:12 SLOPE DN 3/16 3 NOTES: 1. X -BRIDGING FOR SECOND & THIRD BAYS, HORIZ BRIDGING THEREAFTER. 2. DECK ATTACHMENT TO STEEL JOIST & CHORD ANGLE PER SCHED. i METAL DECK PER PLAN 3/16z- PROVIDE 1/4" GUSSET PL 1-�< TYP, UNO AS NECESSARY (TYP) 3/16 I/ 1 \ METAL DECK PER PLAN GUSSET PLATE PL3/8x4x4 (TYP) -\ JOIST GIRDER BRACING L2x2x3/16 (TYP) 1 STEEL JOIST UPLIFT BRIDGING PER PLAN (TYP) UPLIFT BRIDGING JOIST GIRDER PER PLAN 3/16 I 2 TYP 3/16 2 \ STEEL JOIST BEARING ON JOIST GIRDER DETAIL 8 3/ �STEEL JOIST BRG SEE PLAN 1/8 NOTE: USE SIMILAR FOR CONCENTRATED LOAD ON BOTTOM CHORD OF STEEL JOIST. CONCENTRATED LOAD EXCEEDING 100 LBS & 6" MIN AWAY FROM TOP CHORD PANEL POINT L2 1/2x2 1/2x1/4 WEB REINF @ CENTERLINE TYP �3/16 1 OF CONCENTRATED LOAD AT TOP AND @ / 3/16 1 PANEL POINT OF STEEL JOIST AT BOTTOM OF STEEL JOIST STEEL JOIST PER PLAN TYP STEEL JOIST REINFORCING AT CONCENTRATED LOAD 3/4" = V-0" 3/16 V 2-12 NOTE: CONTCHORD - DECK ATTACHMENT TO STEEL JOIST ANGLE PER PLAN 3/16 & CHORD ANGLE PER SCHED. L3x3x1/4 x 10"�EMBED@6'-O' OC W/ (2)-3/4" O 1/4:12 SLOPE DN x6" LG SHE STUDS @ 6" OC ----� METAL DECK f PER PLAN JOT T/ WALL SEE PLAN A" _ STEEL JOIST BRGr NEL,FANGLE L4x4x3/8 x 0'-6" 1' SEE PLAN / 1/4" FULLY WELDED ENER CENTERED ON '� \ STEEL JOIST 3/16 3 EMBED PLATE PL3/8x14x'14 W/ (4)-3/4" �'A, 3/16 3 O x 6" LG SHEAR STUDS/ i �'/ N /1" RETURN 1/4 - r,a UPLIFT BRIDGING - TILT -UP WALL PER PLAN - STEEL JOIST PER PLAN STEEL JOIST BEARING ON TILT -UP WALL DETAIL J 3/4" = 1'-0" NOTE: DECK ATTACHMENT TO STEEL JOIST SHELF ANGLE L4x4x3/8 x 0'-6" & CHORD ANGLE PER SCHED. W/ 1/4" STIFFENER LG CENTERED ON STEEL JOIST \ 1/4:12 SLOPE DN METAL DECK �- ,• PER PLAN112"± JOINT 1 0 B / B / 3/16 3 0 x 6" LG SHEARD PLATE STUDS 7 W/ (3)-3/4" /// 1- 3/16 3 ° Q EMBED PLATE PL3/8x14x8 W/ (2)-3/4" 0 x 6" LG SHEAR STUDS Q TILT -UP WALL PER PLAN STEEL JOIST PER PLAN n 1 STEEL JOIST BEARING OVER TILT -UP WALL DETAIL 3/4" = 1'-0" 1/8 11 SECTION A -A CONT CHORD ANGLE PER PLAN W/ 1/2" 0 EXPANSION BOLT @ 4'-0" 1/2" ± - ° OC W/ 4-1/2" EMBED MIN JOINT -A - � 3/16 3 3/16 3 -A STEEL JOIST BRG r SEE PLAN A 1/4 -, 1" RETURN , a 1/4 T&B ;i 4" 4" 3 1/2" �3 1/2" `�- TILT -UP WALL y- PER PLAN o 0- - a 4�• 0 0 �l 0 1 SECTION A -A SECTION B -B RGD PROJECT NO.: 17-1213 H. Ado a CONSULTING ENGINEERS � * ' N6` *" � • Y STRUCTURAL I MECHNiNICAL I ELECTRICAL I PLUMBING I FIRE PROTECT104i Y Y 'T3F�cTT tf' 100RE l� WW W .r cicn iuccrs.corn ,RIDT MADE INTf1E USA ✓ CT L WIM l! 'z OR5�Q�•�e� 4901 VINELAND RU #335ORLANDO,F[. 32511 (407) S4i-6630 ®� . UTH. �;: These Drmings are NOT VALID for ane purpose Much requires tic original • •, �. 0, signature and .seal of the entiincer uulc:.ss the original signature and .seal are a11ixcd. � 5 Dra4cings nut signed unit scaled be the engineer shall not be .submitted Lu ane authority or used lin' ane purpose wberc signed .md sealed documents arc required. m c 0 Q U 0 0 0 > (D ry Nelson Blankenship, AIA aI„ CONT CHORD ANGLE PER PLAN 1 �� W/ 1/2" O EXPANSION BOLT @ 4'-0" 7zi N OC W/ 4-1/2" EMBED MIN o U) J w a: Z � U o IQ- W L2x2x3/16 (TYP) TILT -UP WALL '';°� ',' 3/16 2 PANEL PER PLAN - °a ' U W 3/16 2 Q• a p `- STEEL JOIST .° PER PLAN (TYP) a° L3x3x1/4 W/ (2)-3/4" 0 EXPANSION BOLTS W/ 6" EMBED MIN s STEEL JOIST BRIDGING DETAIL 3/4" = 1'-0" NOTE: DECK ATTACHMENT TO STEEL JOIST PER SCHED. 1/4:12 SLOPE DN 3/16 3 NOTES: 1. X -BRIDGING FOR SECOND & THIRD BAYS, HORIZ BRIDGING THEREAFTER. 2. DECK ATTACHMENT TO STEEL JOIST & CHORD ANGLE PER SCHED. i METAL DECK PER PLAN 3/16z- PROVIDE 1/4" GUSSET PL 1-�< TYP, UNO AS NECESSARY (TYP) 3/16 I/ 1 \ METAL DECK PER PLAN GUSSET PLATE PL3/8x4x4 (TYP) -\ JOIST GIRDER BRACING L2x2x3/16 (TYP) 1 STEEL JOIST UPLIFT BRIDGING PER PLAN (TYP) UPLIFT BRIDGING JOIST GIRDER PER PLAN 3/16 I 2 TYP 3/16 2 \ STEEL JOIST BEARING ON JOIST GIRDER DETAIL 8 3/ �STEEL JOIST BRG SEE PLAN 1/8 NOTE: USE SIMILAR FOR CONCENTRATED LOAD ON BOTTOM CHORD OF STEEL JOIST. CONCENTRATED LOAD EXCEEDING 100 LBS & 6" MIN AWAY FROM TOP CHORD PANEL POINT L2 1/2x2 1/2x1/4 WEB REINF @ CENTERLINE TYP �3/16 1 OF CONCENTRATED LOAD AT TOP AND @ / 3/16 1 PANEL POINT OF STEEL JOIST AT BOTTOM OF STEEL JOIST STEEL JOIST PER PLAN TYP STEEL JOIST REINFORCING AT CONCENTRATED LOAD 3/4" = V-0" 3/16 V 2-12 NOTE: CONTCHORD - DECK ATTACHMENT TO STEEL JOIST ANGLE PER PLAN 3/16 & CHORD ANGLE PER SCHED. L3x3x1/4 x 10"�EMBED@6'-O' OC W/ (2)-3/4" O 1/4:12 SLOPE DN x6" LG SHE STUDS @ 6" OC ----� METAL DECK f PER PLAN JOT T/ WALL SEE PLAN A" _ STEEL JOIST BRGr NEL,FANGLE L4x4x3/8 x 0'-6" 1' SEE PLAN / 1/4" FULLY WELDED ENER CENTERED ON '� \ STEEL JOIST 3/16 3 EMBED PLATE PL3/8x14x'14 W/ (4)-3/4" �'A, 3/16 3 O x 6" LG SHEAR STUDS/ i �'/ N /1" RETURN 1/4 - r,a UPLIFT BRIDGING - TILT -UP WALL PER PLAN - STEEL JOIST PER PLAN STEEL JOIST BEARING ON TILT -UP WALL DETAIL J 3/4" = 1'-0" NOTE: DECK ATTACHMENT TO STEEL JOIST SHELF ANGLE L4x4x3/8 x 0'-6" & CHORD ANGLE PER SCHED. W/ 1/4" STIFFENER LG CENTERED ON STEEL JOIST \ 1/4:12 SLOPE DN METAL DECK �- ,• PER PLAN112"± JOINT 1 0 B / B / 3/16 3 0 x 6" LG SHEARD PLATE STUDS 7 W/ (3)-3/4" /// 1- 3/16 3 ° Q EMBED PLATE PL3/8x14x8 W/ (2)-3/4" 0 x 6" LG SHEAR STUDS Q TILT -UP WALL PER PLAN STEEL JOIST PER PLAN n 1 STEEL JOIST BEARING OVER TILT -UP WALL DETAIL 3/4" = 1'-0" 1/8 11 SECTION A -A CONT CHORD ANGLE PER PLAN W/ 1/2" 0 EXPANSION BOLT @ 4'-0" 1/2" ± - ° OC W/ 4-1/2" EMBED MIN JOINT -A - � 3/16 3 3/16 3 -A STEEL JOIST BRG r SEE PLAN A 1/4 -, 1" RETURN , a 1/4 T&B ;i 4" 4" 3 1/2" �3 1/2" `�- TILT -UP WALL y- PER PLAN o 0- - a 4�• 0 0 �l 0 1 SECTION A -A SECTION B -B RGD PROJECT NO.: 17-1213 H. Ado a CONSULTING ENGINEERS � * ' N6` *" � • Y STRUCTURAL I MECHNiNICAL I ELECTRICAL I PLUMBING I FIRE PROTECT104i Y Y 'T3F�cTT tf' 100RE l� WW W .r cicn iuccrs.corn ,RIDT MADE INTf1E USA ✓ CT L WIM l! 'z OR5�Q�•�e� 4901 VINELAND RU #335ORLANDO,F[. 32511 (407) S4i-6630 ®� . UTH. �;: These Drmings are NOT VALID for ane purpose Much requires tic original • •, �. 0, signature and .seal of the entiincer uulc:.ss the original signature and .seal are a11ixcd. � 5 Dra4cings nut signed unit scaled be the engineer shall not be .submitted Lu ane authority or used lin' ane purpose wberc signed .md sealed documents arc required. m c 0 Q U 0 0 0 > (D ry Nelson Blankenship, AIA L)RAWN I CHECKED XL wL PROJECT NUMBER 1722.1 DRAWING NUMBER S-203 DATE 02-12-18 , , , , - 1 �� 7zi yy o U) J w Z � U o IQ- W ¢� '� Q U L)RAWN I CHECKED XL wL PROJECT NUMBER 1722.1 DRAWING NUMBER S-203 DATE 02-12-18 , , , , 7zi o U) J w � U o IQ- W rrrr�� �J '� Q ty U W r o W L)RAWN I CHECKED XL wL PROJECT NUMBER 1722.1 DRAWING NUMBER S-203 DATE 02-12-18 , , , , METAL DECK PER PLAN CUT AS REQ'D (TYP) MECHANICAL ROOF TOP UNIT CURB FRAMING DETAIL 3/4" = V-0" STEEL JOIST PER PLAN 3x3 x 6" LG 16 GA CLIP ANGLE W/ (3)-#10 SCREWS TO STUD & (2)-SIMPSON PDPAT TO BOTTOM CHORD OF STEEL JOIST (TYP) LOCATE AT STEEL JOIST BOTTOM CHORD PANEL POINT 362S162-43 BRACING STUDS @ EVERY STEEL JOIST 5x3 x 8" LG 16 GA CLIP ANGLE W/ (3)-#'10 SCREWS TO BOTH BRACING STUDS & TOP TRACK TOP SLIP TRACK PER ARCH METAL STUD WALL FRAMING PER ARCH TYP INTERIOR NON -L ADBEARING WALL BRACING DETAIL 3/4" = 1'-0" DECK OPENING C12x20.7 ON (4) -SIDES OF ROOF HATCH METAL DECK PER PLAN CUT AS REQ'D (TYP) ROOF HATCH FRAMING DETAIL 3/4" = 1'-0" METAL DECK PFR PI AN 3x3 x 5" LG 16 GA CLIP ANGLE 6" MAX FROM STEEL JOIST W/ (3)-#10 SCREWS TO BOTH STUD & METAL DECK (TYP) STEEL JOIST PER PLAN (TYP) 362S162-43 BRACING STUDS @ 6'-0" OC MAX 5x3 x 8" LG 16 GA CLIP ANGLE W/ (3)-#10 SCREWS TO BOTH BRACING STUDS & TOP TRACK TOP SLIP TRACK PER ARCH METAL STUD WALL FRAMING PER ARCH TII T I ID IAIAI I !— VERT REVEAL CA I LKIUK I -AUL TYPICAL CONCRETE WALL REVEAL DETAIL 1 1/2" = V-0" W WH STEEL JOIST PER PLAN BUTYL ROD BACKING C6" O.C. TYP 5/8 - DECK PENETRATION ANGLE L4x4x1/4 AT (4) -SIDES OF DECK OPENING (TYP) PER PLAN CHOP VERT LEG AS REQ'D - STEEL JOIST PER PLAN (TYP) NOTES: 1. ALL STEEL MEMBERS SHALL BE HDG. 2. SEE MECH DRAWINGS FOR SIZE AND LOCATION OF ROOF PENETRATION. METAL DECK PER PLAN CUT AS REQ'D (TYP) will 11 �►►� 3/16 3 3/16 3 SHELF ANGLE L6x6x1/2 CENTERED ON EMBED PLATE VERTICALLY Q 2" A A, MIN AND COMPRESSIBLE SEALANT (TYP) EMBED PLATE PL3/8x14x14 W/ (4)-3/4" O x 6" LG SHEAR STUDS TILT -UP WALL PANEL PER PLAN REBAR NOT SHOWN FOR CLARITY MOTES: 1. METAL DECK & CHORD ANGLE NOT SHOWN FOR CLARITY. ?. SEE DETAIL 8/S-202 FOR TILT -UP WALL PANEL CONNECTIONS. STEEL JOIN BEARING AT WALL CORNER DETAIL 3/4" = V-0" SECTION A -A R GD CONSULTING ENGINEERS:' 05 s '•:* STRUCTUILIL I MECHANICAL I ELECTRICAL I PLUMBING I FIRE PROTECTION 'w taTT H. N100RE .. www. rgdcngincus.Com m F IDA py' 05 NAADE 11N THE USA -S TUR 1L�E NNEO 4901 VINE -AND RD #335, ORLANDO, FI. 32811 (407) 845-6630 • ERT.•QF AeTH. 5454 ���•(•�•��,�® Tbcsc Dia\Vmgs arc NOF VALID for am Purpusc MIMI rc9uires the orininal DA�� • I••�?'��, rft6� �O1 .signature. and seal of the Cngiuccr unless the oris'inal .signature and seal arc afGNcd. Drasviuka not sinal and scaled bs' the unwinecr shall nut bC submitted to ane �f)^ :mtboritV or used for anV j)wPuse heresigned and scaled documents are re<luircd. BQ 1111 �� RGD PROJECT NO.: 17-1213 i t GENERAL MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE AND OPERABLE SYSTEM IN ACCORDANCE WITH THESE DOCUMENTS, THE APPLICABLE BUILDING CODES AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES AND THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS; FLORIDA BUILDING CODE -MECHANICAL, SMACNA, ASHRAE, NFPA 90A, 90B, 91 & ANSI B-9.1, MECHANICAL REFRIGERATION. 2. THE MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED_BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN DUCTWORK SIZE AND ROUTE WILL BE REQUIRED TO AVOID STRUCTURAL, PLUMBING, FIRE SPRINKLER AND ARCHITECTURAL BUILDING FEATURES. DUCTWORK CHANGES MAY BE MADE BY CONTRACTOR USING EQUIVALENT SIZED DUCT. CONTACT ENGINEER IN WRITING IF MECHANICAL SYSTEMS WILL NOT FIT IN AREA ALLOTTED. 3. THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED ALL EXISTING CONDITIONS, INCLUDING REVIEW OF AS BUILT DOCUMENTATION IF APPLICABLE, PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT ON THIS PROJECT. 4. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 5. THE GENERAL CONTRACTOR AND ALL OTHER SUBCONTRACTORS SHALL BE LICENSED IN THE STATE OF FLORIDA. GENERAL CONTRACTOR SHALL CONSIDER THE PROJECT AS ONE SET OF DOCUMENTS. GENERAL CONTRACTOR SHALL PROVIDE AN ENTIRE SET OF DOCUMENTS SHOWING ALL TRADES TO EACH SUBCONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS TO INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR POSSIBLE CONFLICTS ON THE DOCUMENTS PRIOR TO SUBMITTING FINAL BID AND COMMENCING ANY WORK. CONTRACTOR SHALL MAKE HIMSELF AVAILABLE FOR REVIEWING DOCUMENTS WITH ARCHITECT/ENGINEER UPON REQUEST. 6. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 7. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH "AS -BUILT" REDLINE DRAWINGS UPON COMPLETION OF THE PROJECT AND AUTOCAD SHOP DRAWING FILES (IF APPLICABLE). 8. CONTRACTOR SHALL SUBMIT FOR APPROVAL ELECTRONIC PDF COPIES OF MANUFACTURER DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. ALL MATERIAL SHALL BE NEW AND OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED TRADESMEN. 9. THE GENERAL CONTRACTOR SHALL PROVIDE IN WRITING AND ON COMPANY LETTERHEAD ALL ITEMS VALUE ENGINEERED OR OMITTED FROM PROJECT BIDS. THIS DOCUMENT SHALL HAVE DETAILED DESCRIPTION AND TRANSPARENCY OF ALL ITEMS IN EACH DISCIPLINE AND FOR EACH TRADE, INFORMATION SHALL BE PROVIDED TO ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO SUBMITTING FINAL BID. CONTRACTOR SHALL MAKE HIMSELF AVAILABLE FOR REVIEWING DOCUMENTS WITH ARCHITECT/ENG INEER/OWNER UPON REQUEST. 10. THE MECHANICAL CONTRACTOR SHALL PROVIDE THE ELECTRICAL CONTRACTOR THE REVIEWED MECHANICAL EQUIPMENT SUBMISSIONS TO ENSURE THAT ALL BREAKER SIZES ARE CORRECT AND MATCH THE SUBMISSIONS. IN THE EVENT THAT ALTERNATE EQUIPMENT IS PROVIDED, THE OWNER SHALL NOT INCUR ANY ADDITIONAL COSTS ASSOCIATED WITH DIFFERENT BREAKER OR CHANGES TO WIRE SIZES. 11. ALL SUPPLY & RETURN DUCT WORK SHALL BE CONSTRUCTED OF RIGID GLASS -FIBER BOARDS WITH EDGE TREATMENT, FACTORY MOLDED AND FACED ON ONE SIDE WITH FIRE RETARDING, REINFORCED, FOIL -SCRIM -KRAFT BARRIER EQUAL TO JOHNS MANVILLE MICRO-AIRET"' Duct Board. THE BOARD SHALL BE UL LISTED AND LABELED AS COMPLYING WITH UL 181 CLASS 1. THE FLEXURAL RIGIDITY (EI) SHALL BE 475, STANDARD DUTY, 1" (1 FOR USE IN CONDITIONED SPACE AND 800 1-1/2" (R-6) FOR USE IN UNCONDITIONED SPACE. INSTALL DUCTS AND FITTINGS IN ACCORDANCE NAIMI'S "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS" OR SMACNA'S "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS". 12. INTERIOR METAL DUCT SHALL BE CONSTRUCTED OF GALVANIZED SHEET STEEL; LOCK - FORMING QUALITY; ASTM A653/A 653M, COATING DESIGNATION; MIL-PHOSPHATIZED FINISH FOR SURFACES OF DUCT EXPOSED TO VIEW. FABRICATE DUCTS, ELBOWS, TRANSITIONS, OFFSETS, BRANCH CONNECTIONS AND OTHER CONSTRUCTIONS ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE". COMPLY WITH REQUIREMENTS FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE -ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. 13. FLEXIBLE DUCT SHALL COMPLY UL 181 CLASS 1, FACTORY FABRICATED, INSULATED, ROUND DUCT, WITH A POLYETHYLENE FILM OUTER JACKET ENCLOSING GLASS FIBER INSULATION (R-6) AROUND A CONTINUOUS POLYETHYLENE INNER LINER. THE INNER LINER SHALL HAVE AN ENCAPSULATED STEEL WIRE HELIX. FLEXIBLE DUCT SHALL BE INSTALLED IN ACCORDANCE WITH NAIMA'S "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS". INSULATION SHALL BE 1" (R-4.3) FOR USE IN CONDITIONED SPACE AND 1 1/2" (R-6) FOR USE IN UNCONDITIONED SPACE. LIMIT FLEXIBLE DUCT RUNS TO 15 FEET. PROVIDE TRANSITION BOXES AS NEEDED. 14. INTERIOR OUTSIDE AIR DUCTS AND FITTINGS SHALL BE SINGLE WALL CONSTRUCTION FABRICATED WITH SHEET STEEL LOCK -FORMING QUALITY; ASTM 167. THE INSULATION SHALL EXTERNAL FIBERGLASS DUCT WRAP(REFERENCE EXTERNAL DUCT INSULATION SPEC). ALL JOINT CONNECTORS SHALL BE WARD ANGLE FLANGES WITH APPROPRIATE GASKETS. METAL GAUGES SHALL CONFORM TO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE". . ALL SEAMS TO BE "PITTSBURGH" OR TDC AND SEALED WITH SMACNA APPROVED JOINT SEALANT. ALL 90 DEGREE MITERED ELBOWS SHALL HAVE DOUBLE TURNING VANES. APPROVED MANUFACTURES: AUTODUCT, SEMCO, METAL MART, & COMMERCIAL DUCT SYSTEMS. 15. EXTERNAL DUCT INSULATION SHALL BE A FLEXIBLE GLASS FIBER BLANKET EQUAL TO JOHNS MANVILLE MICROLITE XG FORMALDEHYDE -FREE FIBER GLASS DUCT WRAP. INSULATION SHALL BE FURNISHED WITH A FACTORY -APPLIED FACING WITH A COMPOSITE UL FHC RATING OF 25/50. WRAP INSULATION AROUND DUCT WITH FACING TO THE OUTSIDE SO THE 2" (51 MM) FLAP COMPLETELY OVERLAPS FACING AND INSULATION AT THE OTHER END OF STRETCH -OUT. INSULATION SHALL BE SNUGLY BUTTED. SECURE SEAMS WITH OUTWARD CLINCHING STAPLES PLACED APPROXIMATELY 6" (152 MM) ON CENTER. IF REQUIRED, SEAL SEAM WITH PRESSURE -SENSITIVE TAPE DESIGNED FOR USE WITH DUCT INSULATION. INSULATION ON THE UNDERSIDE OF DUCTS SPANNING 24" (610 MM) OR GREATER SHALL BE SECURED WITH MECHANICAL FASTENERS AND SPEED CLIPS SPACED APPROXIMATELY 18" (457 MM) ON CENTER. INSULATION SHALL BE 1" (R-4.3) FOR USE IN CONDITIONED SPACE AND 1 1/2" (1 FOR USE IN UNCONDITIONED SPACE. SHALL COMPLY WITH ASTM E84 16. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 17. LAVATORY EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL DUCT WITH SEALED SEAMS AND JOINTS. ALL OUTSIDE AIR AND EXHAUST AIR DUCTS SHALL BE INSULATED WITH EXTERNAL BLANKET INSULATIONS WITH A MINIMUM OF R-6. 18. ALL OUTSIDE AIR DUCT INTAKES SHALL BE LOCATED BEYOND 10'-0" OF --ANY - - - -- VENTILATION OUTLET OR SANITARY VENT PIPE AND SHALL BE SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH PER FMC 2014, 401.4 AND 401.5. ALL OUTSIDE AIR INTAKES SHALL BE MARKED WITH A PERMANENT PLATE TITLED "INTAKE FOR UNIT NUMBEFZ(#)" (E.G. "INTAKE FOR AHU-1", "INTAKE FOR FCU -1-1", ETC.) 19. ALL EXHAUST AIR FANS AND VENTS SHALL BE LOCATED BEYOND 10'-0" OF ANY OUTSIDE AIR INTAKE OR FAN. ALL EXHAUST AIR FANS SHALL BE MARKED WITH A PERMANENT PLATE TITLED "EXHAUST FAN FOR UNIT NUMBER(#) OR AREA". (E.G. "EF -1 FOR LOCKER ROOM", "EF -1-1 FOR GRD FL TOILET", ETC.) 20. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 21. ALL AIR DEVICES (E.G., DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. PROVIDE STEEL GRILLES FOR FIRE RATED DIFFUSERS IN FIRE RATED CEILINGS. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE -OFFS. PROVIDE REMOTE CABLE OPERATED VOLUME DAMPERS IN INACCESSIBLE AND HARD CEILING AREAS, "YOUNG REGULATOR" OR EQUAL. COMPLY WITH FMC 2014, 601.5 AND 603.18 FOR BALANCED AIR FLOW. 22. PROVIDE OPTIONAL MOLDED INSULATION BLANKET WITH R-6 RATING ON ALL LAY -IN STYLE DIFFUSERS. MOUNTING FRAMES SHALL BE PROVIDED FOR ALL STANDARD 24" X 24" LAY -IN STYLE DIFFUSERS LOCATED IN HARD CEILINGS, & FOR ALL 12" X 12" LAY -IN STYLE DIFFUSERS - REGARDLESS OF THE LOCATION. FAILURE TO INCLUDE THESE ITEMS DURING PRICING SHALL NOT INCUR ANY ADDITIONAL COSTS TO THE OWNER WOR DESIGN ENGINEER. 23. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS AND TEE'S MUST BE FURNISHED WITH TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE -OFFS. THERMOSTATS/CONTROLS: 24. UNLESS OTHERWISE SPECIFIED, THERMOSTATS SHALL BE A PROGRAMMABLE TYPE WITH A COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO- HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. THERMOSTAT SHALL BE INSTALLED AT 48" AFF PER ADA REQUIREMENTS WHERE APPLICABLE. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL REQUIREMENTS FOR JUNCTIONS BOXES, CONDUITS, POWER WIRING, CONTROL WIRING, ETC. FINAL LOCATION OF THERMOSTATS SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION, UNLESS OTHERWISE SHOWN ON THE PLAN. APPROVED MANUFACTURERS: HONEYWELL, UNIT MANUFACTURER SUPPLIED, OR AS PER THE BUILDING STANDARD. 25. CONTRACTOR SHALL PROVIDE A FULLY INTEGRATED BUILDING CONTROL SYSTEM TO CONTROL HVAC SYSTEM AND ALL OTHER SYSTEMS SHOWN ON CONTROL PLANS. PROVIDE BMS/EMS SYSTEMS AND/OR INTERFACES/GATEWAYS FOR ALL HVAC EQUIPMENT (WHERE APPLICABLE) TO BE CONNECTED TO CONTROL SYSTEMS. SYSTEM SHALL BE SIZED TO PROVIDE FUTURE EXPANSION AND ADDITIONAL CONTROL POINTS. MECHANICAL CONTRACTOR SHALL COORDINATE WITH CONTROL CONTRACTOR AND ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONTROL REQUIREMENTS FOR SYSTEM. (E.G. POWER SERVICE, PANELS, POWER WIRING, CONTROL WIRING, CONDUITS, TESTING, ETC.) CONTRACTOR SHALL SUBMIT CONTROL DRAWINGS AND SPECIFICATIONS FOR ENGINEERS APPROVAL PRIOR TO INSTALLATION. PROVIDE FINALIZED CONTROL PLANS AND SYSTEM TRAINING TO OWNER/OPERATOR PRIOR TO OWNER ACCEPTANCE. 26. CONTRACTOR SHALL PROVIDE OWNER/BUILDING MANAGER/BUILDING ENGINEER WITH 4 HOURS OF ONSITE AND/OR OFF SITE TRAINING IN THE CONTROL AND OPERATION OF THE HVAC SYSTEM. TIME AND LOCATION TO BE DETERMINED BY CLIENT. 27. REFRIGERANT LINES SHALL BE COPPER, TYPE "ACR" HARD DRAWN WITH WROUGHT COPPER SOLDER -JOINT TYPE FITTINGS, USE 95/5 SOLDER. REFRIGERANT LINES SHALL BE SIZED AS PER MANUFACTURER RECOMMENDATIONS. ALL EXPOSED INSULATION SHALL BE PROTECTED FROM U.V. LIGHT WITH U.V. RESISTANT PAINT OR ALUMINUM SHIELDING. 28. SUCTION LINES SHALL BE INSULATED WITH 1/2" WALL CLOSED CELL NEOPRENE INSULATION ARMSTRONG "ARMAFLEX OR ARMACELL" OR EQUAL. 29. FILTER/DRYER AND SITE GLASS SHALL BE PROVIDED ON LIQUID LINES. 30. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE STARTING THEM. PROVIDE ONE FOR CONSTRUCTION, ONE FOR TEST & BALANCE, ONE FOR FINAL ACCEPTANCE BY OWNER, AND ONE SPARE. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWNER. 31. PROVIDE PHOTO ELECTRIC TWIST IN TYPE SMOKE DETECTORS WITH ACCESS DOORS IN ALL FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. ALL SMOKE DETECTORS SHALL BE BY ONE MANUFACTURER, AND SHALL COMPLY WITH UL 268A LOCATE THE SMOKE DETECTORS IN THE SUPPLY AND RETURN AIR DUCTS FOR INSTALLATIONS IN COMPLIANCE WITH THE THE FLORIDA BUILDING CODE & NFPA 72. THE DETECTORS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR & INSTALL IN THE DUCT BY THE MECHANICAL CONTRACTOR. PROVIDE REMOTE TEST STATION. ELECTRICAL CONNECTION SHALL BE BY ELECTRICAL CONTRACTOR. UPON SMOKE DETECTION ALL ASSOCIATED AIR MOVING EQUIPMENT SERVING A COMMON PLENUM WILL BE SHUT DOWN. TIE FIRE ALARM DEVICES INTO EXISTING FIRE ALARM SYSTEM (IF APPLICABLE). 32. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS IN ALL DUCTS OR OPENINGS PENETRATING FIRE RATED ASSEMBLIES. PROVIDE RADIATION DAMPERS IN DIFFUSERS OF RATED CEILINGS. 33. ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" HARD COPPER WITH 1/2" THICK ARMAFLEX INSULATION. PVC PIPING SHALL NOT BE ALLOWED. SEE PLUMBING SHEETS FOR SIZE AND LOCATION OF PIPING. FINAL CONNECTION AND P -TRAP BY MECHANICAL CONTRACTOR - ALL OTHER CONDENSATE PIPING BY PLUMBING CONTRACTOR. 34. PROVIDE INSULATED PRIMARY CONDENSATE DRAIN FROM ALL AIR HANDLERS. PROVIDE SECONDARY PAN DRAIN FROM ALL AIR HANDLERS DISCHARGING OVER NEAREST WINDOW OR DOOR. A AQUA GUARD MODEL AG -2550E FLOAT SWITCH MAY BE USED IN LIEU OF THE SECONDARY DRAIN. SEE PLANS FOR DESIGN. 35. PROVIDE HARD -WIRED CONDENSATE PUMP FOR AIR HANDLING UNITS WHERE FIELD CONDITIONS DO NOT ALLOW FOR LINES TO GRAVITY DRAIN. CONDENSATE PUMP SHALL BE EQUAL TO LITTLE GIANT VCMX-20ULS-C CONDENSATE PUMP (115V, 1.5A) WITH ANTI -SWEAT SLEEVE AND OVERFLOW SAFETY SWITCH OPTIONS, EXCEPT IN RETURN AIR PLENUMS. CONDENSATE PUMPS IN RETURN AIR PLENUMS SHALL BE EQUAL TO HARTELL A2 -X-1965 PLENUM -RATED CONDENSATE PUMP (115/230V, 3.5/1.7A). CONTRACTOR SHALL CONFIRM SIZE OF PUMP WITH MANUFACTURES RECOMMENDATIONS. PLUG-IN PUMPS ARE NOT ACCEPTED. 36. FOR ELECTRICAL OR CONTROL PANELS PROVIDE A MINIMUM OF 3'0" CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4'0" CLEARANCE IN FRONT OF ANY 480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. DUCTS, PIPES, AND OTHER EQUIPMENT ARE NOT ALLOWED TO RUN OVER PANELS PER NEC. 37. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE CEILINGS USED AS RETURN AIR PLENUM. 38. THE GENERAL CONTRACTOR SHALL TEST AND BALANCE THE AIR SIDE SYSTEM UPON COMPLETION. THE FINAL TEST AND BALANCE MUST BE PERFORMED BY AN INDEPENDENT FIRM CONTRACTED BY THE GENERAL CONTRACTOR AND NOT THE MECHANICAL CONTRACTOR. THE TEST AND BALANCE FIRM SHALL HOLD A CURRENT CERTIFICATION FROM AABC OR NEBB. THE TEST AND BALANCE OPERATION SHALL INCLUDE ALL AIR SIDE SYSTEMS REGARDLESS OF SIZE OF EQUIPMENT AND A TEST TO CONFIRM BUILDING IS NEUTRAL OR POSITIVELY PRESSURIZED. THE T & B FIRM SHALL PROVIDE A WRITTEN REPORT TO THE ARCHITECT AND THE ENGINEER UPON COMPLETION. FBC 5TH EDITION, ENERGY CONSERVATION CODE, SECTION C408.2.2. 39. THE MECHANICAL CONTRACTOR SHALL VERIFY THAT THE AIR CONDITIONED SPACE IS SEALED WITH AN APPROVED AIR BARRIER IN ACCORDANCE WITH CHAPTER 4 OF THE FBC 5TH EDITION - ENERGY CONSERVATION CODE. (REF SECTION C402.4.9 BUILDING CAVITIES). THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IN WRITING OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ANY EQUIPMENT. 40. ALL OPERATIONS / MAINTENANCE MANUALS FOR EQUIPMENT SPECIFIED SHALL BE PROVIDED TO OWNER UPON COMPLETION OF PROJECT. 41, ALL ROOF CURBS SHALL BE A MIN OF 8" ABOVE FINISHED ROOFING SURFACE UNLESS OTHERWISE SPECIFIED ON DRAWINGS. MECHANICAL EQUIPMENT ON ELEVATED STRUCTURES OR ROOFS SHALL COMPLY WITH FBC 2014 SEC. 306.5 IF INSTALLED HIGHER THAN 16 FEET AFF. ROOF MOUNTED MECHANICAL EQUIPMENT INSTALLED WITHIN 10'-0" OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE 30" AFF SHALL BE PROVIDED WITH A GUARD COMPLYING WITH 2014 FBC-MIECH, SECTION 304.11. ALL EQUIPMENT AT GRADE LEVEL SHALL BE INSTALLED ON 6" AFG CONCRETE PAD OR ON RAILS. 42. ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR INSTALLATION DETAILS FOR ROOF MOUNTED EQUIPMENT REQUIRED BY FBC 5TH EDITION, SEC. 1509, 1522 AND CHAPTER 16 SHALL BE PROVIDED BY STRUCTURAL ENGINEER, ARCHITECT, OR EQUIPMENT MANUFACTURER'S ENGINEER. 43. UNLESS OTHERWISE SPECIFIED, THE MECHANICAL CONTRACTOR SHALL PROVIDE BAS MOTOR STARTERS WITH H.O.A. (HAND/OFF/AUTOMATIC) SWITCH AS REQUIRED FOR ALL MECHANICAL HVAC EQUIPMENT. THE STARTERS SHALL BE MATCHED TO THE EQUIPMENT AND THE SERVICE VOLTAGE. PHASE LOSS MONITORS/PROTECTION SHALL BE REQUIRED ON ALL THREE PHASE EQUIPMENT. 44. ALL UNDERGROUND PIPING (CONDENSER WATER, CHILLED WATER, CONDENSATE, ETC.) THAT RUNS NEAR OR IN CLOSE PROXIMITY TO LANDSCAPING SHALL BE SHEAVED FOR PROTECTION AGAINST ROOTS AND AGGRESSIVE PLANTS. NEW RIGID DUCT METAL OR FIBER (REF. KEY NOTES) SUPPLY DUCT VERTICAL TAPS 4_ V NEW RETURN DUCT NEW FLEXIBLE DUCT E/A a METAL EXHAUST DUCT O/A OUTSIDE AIR DUCT CWR CHILLED WATER RETURN - BLACK STEEL/COPPER CWS CHILLED WATER SUPPLY - BLACK STEEL/COPPER CDR CONDENSER WATER RETURN - BLACK STEEL/COPPER CDS CONDENSER WATER SUPPLY - BLACK STEEL/COPPER REF REFRIGERANT LINE - COPPER - C CONDENSATE LINE VD IMANUAL VOLUME DAMPER MVD ®-- MOTORIZED VOLUME DAMPER FD Amul FIRE DAMPER BD L BACK DRAFT DAMPER F/SD+....MFIRE SMOKE DAMPER SD SMOKEDAMPER F51 SUPPLY DIFFUSER, SEE GRILL REGISTER AND DIFFUSER Q SCHEDULE FOR DESCRIPTION. nEXHAUST T -BAR DROP IN SUPPLY DIFFUSER, SEE GRILL REGISTER AND AHU DIFFUSER SCHEDULE FOR DESCRIPTION. ACCESS# RETURN GRILLE, SEE GRILLE REGISTER AND DIFFUSER AHU# SCHEDULE FOR DESCRIPTION. O THERMOSTAT Q HUMIDISTAT nEXHAUST FAN AHU AIR HANDLING UNIT ACCESS# BACK DRAFT DAMPER AHU# AIR HANDLER UNIT aCONDENSING UNIT `nom SMOKE DETECTOR/ CUTOFF D SD -X DIFFUSER/GRILLE SYMBOL 500 CONNECT TO EXISTING POINT OF DEMO Miil VARIABLE FREQUENCY DRIVE CONTROL PANEL AHU-X-X EQUIPMENT TAG EQUIPMENT NUMBER EQUIPMENT FLOOR/LOCATION Ill ACCESS PANEL SUPPLY AIR RETURN AIR -'�_U/C DOOR UNDER CUT NOTE: NOT ALL SYMBOLS MAY APPLY TO PLANS ACCH AIR-COOLED CHILLER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT BD BACK DRAFT DAMPER CC COOLING COIL CHP CHILLED WATER PUMP CH CHILLER CT COOLING TOWER CWP CONDENSER WATER PUMP DHC DUCT RE -HEAT COIL EDH ELECTRIC DUCT HEATER E EXISTING E/A EXHAUST AIR EF EXHAUSTFAN ERV ENERGY RECOVERY O/A VIF PRECONDITIONER UNIT EX EXISTING EXH EXHAUST FCU FAN COIL UNIT HC HEATING COIL HV HEATING & VENTILATION UNIT HOA HAND OFF AUTOMATIC MAU MAKE UP AIR UNIT NTS NOT TO SCALE OA OUTSIDE AIR PUX PUMP/HEAT EXCHANGER RA RETURN AIR RD RELIEF DAMPER RE RELOCATE EXISTING REF REFERENCE REF REFRIGERANT RHC REHEAT COIL SD SUPPLY DIFFUSER SA SUPPLY AIR SF SUPPLY FAN VAV VARIABLE AIR VOLUME TERMINAL VIF VERIFY IN FIELD VFD VARIABLE FREQUENCY DRIVE WCCH WATER-COOLED CHILLER NOTE: NOT ALL ABBREVATIONS MAY APPLY TO PLANS HVAC DESIGNDITI M-001 DB °F WB °F GR/# COMMENTS OUTDOOR 95 74.8 97.8 FROM ASHRAE STANDARD 183 INDOOR 75 62 65 M-206 OUTSIDE AIR PROVIDED BY DOAS MECHANICAL ISOMETRIC PLAN GLASS TYPE U = 0.5; SC = 0.55 M-402 GLASS HEIGHT 4' 8" (TYP. WINDOW HEIGHT) MECHANICAL DETAILS ROOF TYPE BUILT-UP INSULATION OVER STL JOIST M-601 TOTAL ROOF "R" VALUE R-30 CEILING HEIGHT 10 FT CEILING CAVITY 10 FT WALL TYPE TILT -UP PANEL W/ RIGID INSUL TOTAL WALL "R" VALUE R-6.5 AIR CONDITIONED SQ.FT. 13,300 SF FLOOR LEVEL(S) 1 NOTES: 1. THIS SPACE SHALL NOT OPERATE BELOW 757. 2. ALL CONSTRUCTION ASSEMBLIES AND R -VALUES PROVIDED BY ARCHITECT. SEE ARCHITECT PLANS FOR DETAILS. MECHANICAL SHEET INDEX M-001 MECHANICAL NOTES, LEGEND, & SHEET INDEX M-101 MECHANICAL ZONE MAP M-201 MECHANICAL FLOOR PLAN M-202 ENLARGED MECHANICAL FLOOR PLAN M-203 ENLARGED MECHANICAL FLOOR PLAN M-204 ENLARGED MECHANICAL FLOOR PLAN M-205 ENLARGED MECHANICAL FLOOR PLAN M-206 MECHANICAL ROOF PLAN M-301 MECHANICAL ISOMETRIC PLAN M-401 MECHANICAL SCHEDULES M-402 MECHANICAL SCHEDULES M-501 MECHANICAL DETAILS M-502 MECHANICAL DETAILS M-601 CONTROLS APPLICABLE BUILDING CODES FLORIDA BUILDING CODE, 5th EDITION (2014) FLORIDA BUILDING CODE MECHANICAL, 5th EDITION (2014) FLORIDA FIRE PREVENTION CODE, 5TH EDITION (2014) FLORIDA ENERGY CONSERVATION CODE, 5TH EDITION (2014) NFPA 90A, 2012 EDITION ANSI/ASHRAE 15, 2013 MECHANICAL REFRIGERATION ASHRAE 62.1, 2013 EDITION MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES IN THEIR LATEST REVISIONS. CONTRACTOR TO COORDINATE SPECIFIC REQUIREMENTS OF EQUIPMENT WITH MANUFACTURERS' SHOP DRAWINGS. ALL EQUIPMENT SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. FLEX DUCT SIZING CHART CFM VALUE FLEX DUCT SIZE 0-30 4" o 31 -90 6"o 91 - 175 8"o 176-300 10"o 301 -420 12" o 421 -620 14" o 621 -940 16"o t MECHANICAL i SCALE: 1/8" = V-0" Nonni MEMEN Nelson Blankenship, AIA J H �O/ C O 5 V W ® ^� L.L. Tj � U J H �O/ L.L. Tj � U ,O Z U-1 o 2 DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER M-101 DATE 10-18-18 4 CD , 0 Q U N U M-202 M-204 > r LLA j I i t s 3 I � i�}R ...,.y' .,:_.,. ....,.,a.w--«_w...,,.,.._....,,,,_...m..:..a._...-___..,R....,,.p.,}..._».._..__..._.,...m.._�.e�__..,..�.,.,,..+,q.._..__..,,.�,..._ . .. .. ... _..._ .......y_ ... �_._....._.� _ .r .. r 3? r 7wr �t.vX Y�3 _-� � ...... " _ _.. .__._._.._........,_._......_.___.____.__._..._.___......._. i ( q S' i C> i Ew Y� 1 X, I d t # 1 1 { Hl � a i # � i , j F F E . r ,r .r 7' .Y' 1 1i .�' y E .j F .:'. � � , r � � 33 ., a° . .�...ZZ.- 'k� , xr.:C,",L ....a.7.„1"�_u.,._..,...� �:�..,...._....�.t,.cutw_ ' �.._.. �.. ,......s ir_._� ..M, :.,....�..1�_.� G':,.: i( � , t r a tr_ j I I #ice Fti t �- ��...e,, •,, P.' € I 1 I jj � I IE # F LAW 3 t £ l.. 1/ I £ I � 1 i # t f XWEM 3 t 7 £ € c Z' i r ,.•�a k r-71 y ttFE j(?IULU I ` {k yj rl '%�. ' >,....y ,1 !' _.. ..i .,aa..�a717 � m•� ® �amuv Ym�ia v®o �wv ami �e ism Bic.ma sa¢rG. m� 16 a� ® mom® ® ®® �. � � ® Yi® :v® � ® ® � •iml �� ®� � I f :i LLy7�X?Y7�Xs yCT:r 2 Lyr?:X': { I; .= v X= r”-Y"i"9^A'9^3".,."X 1` V ^f"Y `Y `Y"J`-'T••.`Y YuY":t` FY3 i {{ } . ... _......:.. � ... ®0i � ams® mmci ® .enas � Im'� u9•l� am® I rm�a amsu m® ® �®® u® ® ®o ® , .® ® ®Y ®� ® ®� ® ® owo �® (�.. _ s i . 3 _ 1 u F , ;.. i—'�:.-a��---w----.,w,.,t I t t I ': € 1 Li I a: m_ I 1' € rt 1 # �, �� ' _ Nelson Blankenship, IA E f A _ 21 YcT .b rj y_, -rX y. 07, �E d $P.4 rA a _-j C! j `f %l 1Ij , E T�� � y F 7 i I 'Yl^' Y. Y" >.Y Y' Y i >" Y" Y T YYY I'•Y, T,�', ,.IY YYs,YYY.: XY:• .Y;,.. r .:....... ... ... ... ..._ Y. _,....:.. ,.........,,r ,.... ;,.>. r..l }} s >, r , i i } I, F M 1 i F 1 z b ................._,., _ o -- C, J � CCS 0 ° =I '—` EL _w � rT J U p` —1 O Q 1 1 M-203 M-205 cn W MECHANICAL FLOOR FLAN z � 1 SCALE: 1/8" = 1'-0" DRAWN CHECKED G DA 0o0�i®9il10>.�� ee�®��c'•.�� C ENS�.•�i/,�°®, PROJECT NUMBER • 0�0 1722.1 ®�:• No. 31932 •,�� CONSULTING ENGINEERS DRAWING NUMBER ® • • STRUCTURAL I MECHANICAL I ELECTRICAL I PLUMBING I FIRE PROTECTION ROBERT DAVENPORT E. o • • /L • www.rgdengincers.com FLORIDA P.E. NO. 31932 ®o :• STATE OF •. MADE LN 'THE USA MECHANICAL ENGINEER 6)'-. °•�, OR 1 OP• ��� 4901 VINELAN'D RD #335, ORLANDO, FL 32811 (407) 545-663o CERT OF AUTH 5454 M-201 9®, '- `• • • o • • • ° 0 , J+o® These Drawings are NOT VALID For any Purpose which requires the original DATE 10.23.2018 so*oONAs it�t0t Drawings signature and seal of not signed the andetsca�ledrbunless tthe original he eng eerhall notsignature and affix. besubmitted toa p DATE p authority or used for any purpose where signed and sealed documents are required. a m c 0 U aS N (r LLr- t� C? :E� t" Q U 0 (Il CDC) Nelson Blankenship, AIA K z+��<� u ®® < <r rt r v Z a O O WLL- LLj cl� Lu �+ z o z w DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER M-203 DATE 10-18-18 i a C4 (j) MECHANICAL KEY NOTES: 1. 12X12 OUTDOOR DUCT DOWN TO MECHANICAL CLOSET. BRANCHES FROM OUTDOOR AIR DUCT SHALL TAP INTO THE RETURN AIR PLENUM OF EACH AIR -HANDLING UNIT: 10"0 TO AHU-5, 8"0 TO AHU-6A, 8"0 TO AHU-613. EACH CONNECTION SHALL HAVE A MANUAL VOLUME DAMPER FOR BALANCING. 2. 10"0 OUTDOOR DUCT DOWN TO MECHANICAL CLOSET. BRANCHES FROM OUTDOOR AIR DUCT SHALL TAP INTO THE RETURN AIR PLENUM OF EACH AIR -HANDLING UNIT: 8"0 TO AHU-3, 10"0 TO AHU-4. EACH CONNECTION SHALL HAVE A MANUAL VOLUME DAMPER FOR BALANCING. 3. 8"0 OUTDOOR DUCT DOWN TO MECHANICAL CLOSET. BRANCHES FROM OUTDOOR AIR DUCT SHALL TAP INTO THE RETURN AIR PLENUM OF EACH AIR -HANDLING UNIT: 6"0 TO AHU-1, 8"0 TO AHU-2. EACH CONNECTION SHALL HAVE A MANUAL VOLUME DAMPER FOR BALANCING. 4. PROVIDE 24X24 NOA-APPROVED WIND -DRIVEN RAIN RESISTANT LOUVER EQUAL TO RUSKIN EME6325D (NOA# 15-7031.07, FLPA RFL 14156.1). INSTALL PER NOA INSTALLATION INSTRUCTIONS. 5. INSTALL 6" HOUSEKEEPING PAD. COORDINATE DIMENSIONS WITH SITE, EQUIPMENT DIMENSIONS, AND EQUIPMENT CLEARANCES. 6. PROVIDE GREENHECK MODEL BR -30 BAROMETRIC RELIEF DAMPER. SET TO OPEN @ 0.05' wg. 7. PROVIDE RELIEF DAMPER FOR AHU-3 ZONE DAMPER BYPASS/DUMP ZONE. SCALE: 1/4" = V-0" CD O Q_ U U) U i U ❑ N CC r- tCS 0 r �J L.7 P cz (_J rte; G7 i Nelson Blankenship, AIA IiA fel ® w�:� CL Z P�Tp V 0 r U W ` ' QQ , UO< ( E� P4 U �^ PIP A�� oP 1 71 Q O � Q o �� o .. -1 b U Z � �' w 0 W O Lu 3 �C rK W � � w DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER M-204 DATE 10-18-18 I i DRAIN CONDENSATE T LUMBING )NNECTION U IANICAL BE L -TYPE EVERY 5 FEET PROVIC SUPPORTS EQUAL TO DURA BLOCK CAT. NO. I- -A— 1420 CFM C OA -1 PROVIDE THYBAR CURB. INSTALL PE INSTALLATION INS COORDINATE LOC, COLUMN WITH STF i E MECHANICAL FLOOR PLAN SCALE: 1/8" = V-0" Nelson Blankenship, AIA t�Vs�e war �z Ull �1 T z d- - u- u -p 0 Q �z d- - u- u -p 0 U fry z � o DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER DATE 10-18-18 4 MECHANICAL ISOMETRIC PLAN N.T.S. , CO 0 Q U U , U U Cc ttS E U r {- t� 24 - Nelson Blankenship, AIA , a rA A e •.'�- r1 CJ` < y , Q Q ii Wb .., rK c U oLLI �w 0 o Q U 2) LUoc� z � , DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER -301 DATE 10-18-18 •G�...�Q.gF�,c�o®. o ERGD No. 31932 o. �Ao CONSULTING ENGINEERS ® • STRUCTURAL I MECHANICAL I ELECTRICAL I PLUMBING I FIRE PROTECTION ROBERT DAVENPORT P.E. o . (V a ®� ,' STATE OF ® www.rgdengineersxOm MADE IN THE USA FLORIDA P.E. NO. 31932 °;�� MECHANICAL ENGINEER ,I� ®••• OR , OP•••r S®� ........ •Isesi '�w 4901 VINELAiND RD 4335, ORLANDO, FL 32811 (407) 845-6630 CERT OF AUTH 5454 nno® These Drawings are NO'r VALID for any purpose which requires the original and, signature sealthe engineerunlesstheand tengi DATE 10.23.2018 signed sealed eerl shallnnotr any 81111156 Drawings by be submitted tofi authority or used for any purpose where signed and sealed documents are required. , CO 0 Q U U , U U Cc ttS E U r {- t� 24 - Nelson Blankenship, AIA , a rA A e •.'�- r1 CJ` < y , Q Q ii Wb .., rK c U oLLI �w 0 o Q U 2) LUoc� z � , DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER -301 DATE 10-18-18 SPLIT SYSTEM SCHEDULE UNIT NO. EXHAUST/ RELIEF AHU/CU-1 AHU/CU-2 AHU/CU-3 AHU/CU-4 AHU/CU-5 AHU/CU-6A AHU/CU-613 AHU/CU-8 NOM. TONS CFM (AREA) 2.0 4.0 2.0 4.0 4.0 4.0 3.0 5.0 SEER 97 15.0 14.5 15.0 14.5 14.5 14.5 14.5 14.0 MANUF. 0.06 TRANE TRANE TRANE TRANE TRANE TRANE TRANE l TRANE MODEL # CONDENSER 4TTR4024L1 4TTR40481_1 4TTR4024L1 4TTR40481_1 4TTR4048L1 4TTR40481_1 4TTR4036L1 4TTR406OLl MODEL # AIR HANDLER TEM4AOB24 TEM4AOC48S41 TEN14AOB24 TEM4AOC48S41 TEM4AOC48S41 TEM4AOC48S41 TEM4AOC36S41 TEM4AOC6OS51 DESIGN CFM (NOTE 2) 720 1430 735 1400 1695 1440 1075 1930 OUTDOOR AIR CFM 1 NOTE2T 85 120 145 230 305 210 160 165 DESIGN IIII.B.U.T.H. T.C. 19.1 35.9 18.4 35.9 41.9 36.7 27.6 48.9 @75/63° F S. C. 16.6 33.4 16.5 30.9 36.3 33.5 25.1 43.5 ENTERING TEMPERATURE DB (°F) 74.8 74.9 74.6 74.7 74.7 74.7 74.7 74.8 TOTAL CFM REQUIRED: W B (°F) 61.0 60.3 60.5 61.1 61.0 60.3 60.3 60.7 LEAVING TEMPERATURE UB (°F) 53.8 53.8 53.8 53.8 53.8 53.8 53.8 53.8 WB (°F) 51.6 51.2 51.3 51.6 51.6 51.2 51.2 51.3 COMPRESSOR QTY 1 1 1 1 1 1 1 1 RLA/LRA (EA) 10.9/63 18.5/124 10.9/63 18.5/124 18.5/124 18.5/124 14.1 / 72 23.7/152.5 QTY 1 1 1 1 1 1 1 1 COND. FAN FLA/LRA 0.6/- 1.05/- 0.6/- 1.05/- 1.05/- 1.05/- 0.64/- 1.05/_ HP 1/15 1/5 1/15 1/5 1/5 1/5 1/8 1/5 BR. CIR. AMPACITY CU MCA 14 24 14 24 24 24 '17 31 - MOCP 25 40 25 40 40 40 25 50 DIMENSIONS (INCHES) W X D X H / # 26.7 X 30 X 30.1 / 133 35.1 X 38.7 X 34.4 / 189 26.7 X 30 X 30.1 / 133 35.1 X 38.7 X 34.4 / 189 35.1 X 38.7 X 34.4 / 189 35.1 X 38.7 X 34.4 / 189 30.1 X 33 X 34 / 156 35.1 X 38.7 X 42.4 / 211 V 208 208 208 208 208 208 208 208 CONDENSER POWER PH 1 1 1 1 1 1 1 1 HZ 60 60 60 60 60 60 60 I 60 REF. LINE SIZE O.D. S UCT. 3/4 7/8 3/4 7/8 7/8 7/8 3/4 7/8 LIQ. 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 FLA/HP 1.3 / 1/4 6.3/3/4 1.3 / 1/4 6.3/3/4 6.3/3/4 6.3/ 3/4 2.6/1/2 6.3/3/4 AIR HANDLER V 208 208 208 208 208 208 208 208 FAN MOTOR PH 1 1 1 1 1 1 1 1 HZ 60 60 60 60 60 60 60 60 HEATER (@ 208V) KW 5.76 7.2 + 3.6 (2 CIRCUITS) 5.76 7.2 + 3.6 (2 CIRCUITS) 7.2 + 3.6 (2 CIRCUITS) 7.2 + 3.6 (2 CIRCUITS) 7.2 7.2 + 3.6 (2 CIRCUITS) BR. CIR. AMPACITY MCA 36 51 + 22 36 51 + 22 51 + 22 51 + 22 47 51 +22 -AHU MOCP 40 60+ 25 40 60+ 25 60+ 25 60+ 25 50 60 + 25 DIMENSIONS (IN) WXDxH/# 18.5X21.5X45.5/110 23.5X21.5X51.5/138 18.5X21.5X45.5/110 23.5X21.5X51.5/138 23.5X21.5X51.5/138 23.5X21.5X51.5/138 23.5X21.5X51.5/138 23.5X21.5X51.5/138 NOTES: 1-4 1-4 1-5 1-4 1-4 1-4 1-4 1-4 NOTES: 1. UNITS SHALL BE PROVIDED WITH ELECTRIC HEAT W/ CIRCUIT BREAKER AS SPECIFIED. 2. CONSULT MANUFACTURER DOCS TO SET EQUIPMENT TO MEET AIRFLOW REQUIREMENTS AS SHOWN. 3. UNITS SHALL -BE PROVIDED WITH OUTDOORAIR AS SCHEDULED. 4. PROVIDE WITH RETURN AIR FILTER RACK. 5. UNIT SHALL BE USED WITH HONEYWELL ZONE DAMPER SYSTEM (OR EQUAL). REFERENCE HONEYWELL DOCUMENTATION FOR MORE INFORMATION. APPROVED ALTERNATE MANUFACTURERS- CARRIER, YORK AIR BALANCE SCHEDULE VENTILATION CALCULATIONS (BASED ON FBCM 5TH EDITION TABLE 403.3) EXHAUST/ RELIEF OUTSIDE AIR/ MAKEUP AIR OCCUPANCY CATEGORY OA -1 ' - SQ FT SF/P P CFM/P CFM/SF CFM (P) CFM (AREA) TOTAL CFM NOTES Classrooms (Age 9+) 400 554 29 19 10 0.12 97 66 163 1 Conference Rooms 1,2,3,4 414 20 21 5 0.06 52 25 77 1 Office Spaces 1,2,3 10437 200 52 5 0.06 261 626 887 TITUS Main Entry Lobbies 24" X24" 383 100 4 5 0.06 19 23 42 Corridors 517 0 0 0 0.06 0 31 31 1 NOTE2T Toilet Rooms (Public) 1,2,3 663 0 0 0 0 0 0 0 TITUS Storage Rooms FIXED 299 0 0 0 0.12 0 36 36 Warehouses 5710 0 0 0 0.06 0 343 343 TOTAL CFM REQUIRED: 1579 TOTAL CFM PROVIDED: 1820 NOTES: FOR ALL CATEGORIES: OCCUPANCY CATEGORY AND DENSITY FROM TABLE 403.3 FBCM 5TH EDITION. '1. A DIVERSITY FACTOR OF 0.5 HAS BEEN APPLIED TO THE OCCUPANCY LOAD CFM(P) BASED ON FBCM 5TH EDITION, SECTION 403.3.2.3.3. - IT IS ASSUMED THAT THE AVERAGE SYSTEM POPULATION IS APPROXIMATELY HALF OF THE SUNT OF THE MAXIMUM FOR THE CATEGORIES WHERE THIS DIVERSITY FACTOR HAS BEEN APPLIED. AIR BALANCE SCHEDULE UNIT EXHAUST/ RELIEF OUTSIDE AIR/ MAKEUP AIR TOTAL OA -1 ' - 0.: 1420 MODEL NO. EF -1 590 0 RELIEF AIR 770 0 EF -2 400 0 MAKEUP AIR 0 400 BUILDING TOTALS: 1760 1820 60 h.� i 1 GRILLE, REGISTER, & DIFFUSER SCHEDULE MARK MANUF. MODEL NO. FACE SIZE NECK SIZE / LENGTH THROW / SLOTS FRAME TYPE FINISH VOLUME DAMPER FIRE DAMPER NOTES SD -1 TITUS OMNI -AA 24" X24" PER PLANS PER PLANS LAY -IN NOTE 1 NOTE 2 N/A 1,2,3,4 SD -2 TITUS OMNI -AA 12" X 12" PER PLANS PER PLANS LAY -IN NOTE 1 NOTE 2 N/A 1,2,3 RG -1 TITUS 35 )FL 24" X24" - FIXED LAY -IN I NOTE 1 1 NOTE 2 N/A 1,2,3 TO -'I TITUS 350FL 24" X24" I FIXED I LAY -IN NOTE 1 1 NOTE2T N/A 1,2,3 EX -1 TITUS 350FL 12" X 12" - FIXED SURFACE NOTE 1 NOTE 2 N/A 1,2,3 SPECIAL NOTES: .. ALL DIFFUSERS SELECTED WITH INC RATING < 20 - 1. COORDIN/- TE COLOR WITH ARCHITECT 2. PROVIDE VOLUME DAMPER AT THE FLEX TAP. PROVIDE YOUNG REGULATOR FOR VOLUME DAMPERS IN INACCESSIBLE AREAS. 3. PROVIDE TITUS RAPID MOUNT FRAME FOR STANDARD 24" x 24" LAY -IN STYLE DIFFUSERS MOUNTED IN HARD CEILINGS, & FOR ALL 12" X 12" SUPPLY DIFFUSERS -REGARDLESS OF THE MOUNTING LOCATION. 4. PROVIDE OPTIONAL R-6 MOLDED INSULATION BLANKET FOR ALL LAY -IN STYLE DIFFUSERS. APPROVED ALTERNATES: PRICE, NAILOR, TUTTLE& BAILEY, KRUEGER h.� i 1 100% OUTSIDE AIR UNIT SCHEDULE SYSTEM OA -1 MANUFACTURER TRANE - HORIZON MODEL OADD120 SIZE D120 MRC L B/ H 64.46 MIRE LB/KW H 6.66 EER GREENHECK 13.6 SUPPLY AIRFLOW RATE CFP! 1420 ENTERING TEMPERATURE DB (°F) 93.0 WB (°F) 80.0 PKA-A24KA7 LEAVING COIL TEMPERATURE DB (°F) 54.3 WB (°F) 54.3 T.C. MTR SIZE (HP) T.C. 131.70 M.B.U.T.H. (@ 93°F AMBIENT TEMP.) 19.2 ENTERING TEMPERATURE S.C. 60.70 75.0 QTY 2 COMPRESSOR RLA I LRA 16.9/110 60 TYPE DIGITAL SCROLL 1,2,3,4 QTY 2 GOND. FAN HP / FLA 1 / 4.2 CONDENSER FAN FLA TYPE ECM w/BACKWARD CURVED PLENUM FAN CIRCUIT BREAKER AMPACITY QTY 1 EVAPORATOR MOTOR HP/FLA 1/3.2 26 OD DIMENSIONS (IN / LBS) ESP / BHP 0.8 /033 37.5 X 14.5 X 37.5 / 151 FPI 12 TYPE 6 ROW - INTERLACED EVAPORATOR COIL 1 HZ FACE VELOCITY (FPM) 166 REF. LINE SIZE O.D. FACE AREA (SQ FT) 8.54 5/8 LIQ. V 208 POWER PH 3 0.36 HZ 60 ELECTRIC HEAT kW 15 MCA 59 SINGLE POINT ELEC. MOCP 60 NOTES: WEIGHT LBS 2107 (DOES NOT INCLUDE CURB) DIMENSIONS(INCHES) L x W x H 125 X88 X60 NOTES: 1 - 21 ACCEPTABLE ALTERNATE MANUFACTURERS - DESERT AIRE, MUNTERS SPECIAL NOTES: 1. THIS UNIT SHALL BE DESIGNED FOR 100% OUTDOOR AIR APPLICATIONS. THE UNIT SHALL BE COMPLETELY COMPLIANT WITH THE WRITTEN SPECIFICATIONS CONTAINED IN THE CONSTRUCTION DOCUMENTS. 2. THE UNIT SHALL BE FULLY CONTROLLED BY THE MANUFACTURER SUPPLYING THE UNIT. 3. THE ELECTRICAL SPECIFICATIONS ARE BASED ON TRANE EQUIPMENT. ALTERNATE EQUIPMENT ELECTRICAL SPECIFICATIONS AND WEIGHT MAY VARY AND SHALL BE COORDINATED AS REQUIRED BY THE CONTRACTOR. 4. THE UNIT SHALL BE CONFIGURED FOR DISCHARGE AIR TEMPERATURE CONTROL. 5. SPECIFY UNIT WITH FOLLOWING OPTIONS: A. COASTAL CORROSION PACKAGE (OR EQUAL) FOR MAIN COOLING COIL, REHEAT COIL, AND CONDENSER COIL. B. PROVIDE FACTORY MOUNTED DISCONNECT & CONVENIENCE OUTLET. 6. MOTORIZED OUTSIDE AIR DAMPER. DAMPER SHOULD BE CONFIGURED TO CLOSE WHEN UNIT IS NOT IN OPERATION. 7. NOT USED. 8. DUE TO THE EXISTING STRUCTURE, THE MAX ROOF LIVE LOAD DUE TO ANY UNIT SHALL BE 30 PSF. FOR ANY UNITS WHICH THE TOTAL WEIGHT OF THE UNIT, OPTIONS, AND CURB EXCEEDS 30 PSF, A ROOF CURB SHALL BE PROVIDED WITH A FOOTPRINT LARGE ENOUGH TO REDUCE THE LOAD TO LESS THAN 30 PSF. ROOF CURBS SHALL BE PRE-ENGINEERED TO WITHSTAND THE WIND LOADS OF THE PROJECT'S WIND ZONE. 9. PROVIDE THROUGH THE BASE ELCTRICA1_ CONNECTIONS. 10. PROVIDE STAINLESS STEEL DRAIN PAN. 11. PROVIDE FACTORY START-UP.(JOINT START-UP WITH THE INSTALLING MECHANICAL CONTRACTOR.) 12. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH. 13. PROVIDE ECM MOTOR OR VFD FOR SUPPLY FAN AND EXHAUST FAN (IF APPLICABLE) FOR BALANCING PURPOSES WITH LOCAL ADJUSTMENT CAPABILITY. SHEAVE/BELT CHANGES TO ADJUST AIRFLOW WILL NOT BE ACCEPTABLE. 14. PROVIDE WITH STAINLESS STEEL INTERIOR CONSTRUCTION INCLUDING PANELS, FILTER RACK AND OA DAMPER. FAN SHALL BE AN ALUMINUM DIRECT -DRIVE PLENUM FAN. IF A HOUSED FAN IS SUPPLIED, MANUFACTURER WILL PROVIDE FAN & FAN HOUSING PROTECTIVE COATING, COATING OF THE ENTIRE INTERIOR OF THE UNIT WILL NOT BE ACCEPTABLE IN LIEU OF THE SPECIFIED STAINLESS STEEL OPTION. 15. SPECIFIED UNIT HAS DIGITAL SCROLL COMPRESSORS ON BOTH CIRCUIT A & CIRCUIT B. MANUFACTURER MUST PROVIDE A MINIMUM OF 4 STAGES OF COOLING CAPACITY CONTROL. IF 4 STAGES IS NOT AVAILABLE, THEN DIGITAL SCROLL COMPRESSORS OR VARIABLE SPEED COMPRESSORS CAN BE PROVIDED. IN ADDITION,MANUFACTURER MUST SHOW THAT THE UNIT HAS ADEQUATE HOT GAS AVAILABLE TO REHEAT THE AIR BACK TO NEUTRAL AIR TEMPERATURE (73 DEG) AT ALL OPERATING POINTS (MIN TO MAX COOLING CAPACITIES). A SINGLE DIGITAL OR VARIABLE -SPEED SCROLL COMPRESSOR ON CIRCUIT A WILL NOT BE ACCEPTABLE UNLESS HOT GAS IS BEING PIPED TO THE REHEAT COIL FROM BOTH CIRCUITS. 16. PROVIDE NON - ENERGY CONSUMING MODULATING HOT GAS REHEAT. 17. PROVIDE WITH CONDENSER HAIL GUARD. 18. PROVIDE WITH UNITARY CONTROLLER WITH REMOTE DISPLAY. 19. PROVIDE WITH MERV 8 FILTERS. 20. PROVIDE WITH AIR FLOW MONITORING - IFM FAN PIEZO RING.. 21. PROVIDE WITH 1 YEAR PARTS WARRANTY WITH 5 YEARS PART WARRANTY FOR THE DIGITAL SCROLL COMPRESSORS. FAN SCHEDULE MINI SPLIT SYSTEM SCHEDULE UNIT NUMBER EF -2 DUCT SIZE AHU / CU -7 NOMINAL TONS PER PLANS MOUNTING 2.0 S EER SIDEWALL MANUFACTURER 21.4 MANUFACTURER GREENHECK MODEL NUMBER MITSUBISHI MODEL # CONDENSER CW -080 -VG ESP PUY-A24NHA7 MODEL # INDOOR UNIT 0.3 AIRFLOW PKA-A24KA7 DESIGN AIRFLOW (CFM) 400 RPM 800 DESIGN MBTU/H @75!63° F T.C. MTR SIZE (HP) 24 S.C. OPER. HP 19.2 ENTERING TEMPERATURE DB (°F) 115 75.0 WB (°F) 1 63.0 LEAVING TEMPERATURE DB (°F) 60 55.0 WB (°F) 1,2,3,4 53.0 COMPRESSOR RLA / LRA 7 / 11 CONDENSER FAN FLA 0.4 CIRCUIT BREAKER AMPACITY MCA 19 MOCP 26 OD DIMENSIONS (IN / LBS) W X D X H ! # 37.5 X 14.5 X 37.5 / 151 CONDENSER POWER V 208 PH 1 HZ 60 REF. LINE SIZE O.D. SUCT. 5/8 LIQ. 3/8 AIR HANDLER FAN MOTOR FLA 0.36 V DC 24 ID DIMENSIONS (IN/LBS) WXDXH/# 46.5X12 X14.5/46 HEAT MBTU/H COOLING ONLY NOTES: 1-6 NOTES: 1. ALTERNATE EQUIPMENT SHALL BE EQUAL TO THE EQUIPMENT LISTED IN ALL RESPECTS. 2. ELECTRICAL SPECIFICATIONS LISTED ARE CONSISTENT WITH THE EQUIPMENT LISTED. ALTERNATE EQUIPMENT MAY VARY. COORDINATE VARIANCES WITH THE ELECTRICAL CONTRACTOR. 3. CONSULT MANUFACTURER DOCUMENTATION TO SET EQUIPMENT TO MEET AIRFLOW REQUIREMENTS LISTED. 4. ADDITIONAL REFRIGERANT MAYBE REQUIRED WHERE PIPE LENGTHS EXCEED 70 FT. REFER TO MANUFACTURER DOCUMENTATION FOR PROPER INSTALLATION. 5. REFRIGERANT PIPING SHALL BE INSTALLED FROM BACK OF UNIT CONCEALED IN WALL BEHIND UNIT. THERE SHALL BE NO EXPOSED PIPING. 6. PROVIDE WITH MANUFACTURER'S OPTIONAL CONDENSATE PUMP (SAUERMANN S130-115/230; 115/230V) APPROVED ALTERNATES: PANASONIC, DAIKIN FAN SCHEDULE MARK EF -1 EF -2 DUCT SIZE PER PLANS PER PLANS MOUNTING SIDEWALL SIDEWALL MANUFACTURER GREENHECK GREENHECK MODEL NUMBER CW -090 -VG CW -080 -VG ESP IN. WG. 0.5 0.3 AIRFLOW CFM 590 400 RPM 1648 1669 MOTOR INFORMATION MTR SIZE (HP) 1/10 1/10 OPER. HP 0.1 0.06 V 115 115 PH 1 1 Hz 60 60 NOTES: 1,2,3,4 1,2,3,4 NOTES: 1. PROVIDE WITH BACKDRAFT DAMPER. 2. PROVIDE WITH SPEED CONTROLLER. 3. PROVIDE WITH TIME CLOCK CONTROL. FAN SHALL RUN DURING OCCUPIED HOURS. 4. PROVIDE ON/OFF STATUS OUTPUT TO CONTROL SYSTEM. APPROVED ALTERNATES: NUTONE, FANTECH c 0 4, U N D Q) N Q) u� G C.� Nelson Blankenship, AIA 3 xU CL T ~ �py IT n �U®<� In �n 2 U oWr = �7� 7S 4- Lij c� U .L o z � M DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER M-402 DATE 10-18-18 DOUBLE WALL TURNING VANES SPLITTER DAMPER CONTROL ROD W1 LOCK PIVOT \� SPLITTER DAMPER BLADE e AIR FLOW BALL JOINT BRACKET TEE UPPER ATTACHMENT PER SMACNA. FLEXIBLE DUCT 6'MIN-10'MAX LENGTH. MAXIMUM D/8 OFFSET ALLOWED IN LAST D INCHES TO DEVICE WHERE D IS THE INTERNAL FLEX DIAMETER NECK SIZE TO MATCH FLEX DUCT SIZE INDICATED CEILING (T -BAR SHOWN, GYP -BOARD SIMILAR). CHANNEL STRAP & SADDLE DOUBLE IA/At TURNII\ NOTES: SPACE PERMITTING, VANES TO BE PRE- GALVANIZED VANES TO CONTRACTOR MAY USE ASSEMBLED ON RUNNER BE USED FOR EITHER RADIUS ELBOW PLATE GALVANIZED OR ALUMINUM DUCTWORK. 1 HVA T DETAILS NOTE: SEE PLANS FOR DUCT SIZES. N.T.S. ROUND SPIN -IN COLLAR MOUNT IN SIDE OF DUCT UNLESS SPECIFICALLY SHOWN OTHERWISE. FLEXIBLE DUCT NOTES MAX. SAG 1/2" PER FOOT BETWEEN SUPPORT POINTS �— SEE NOTE 3 ADJUSTABLE CLAMP DUCT SEALER INSULATE TOP PANEL OF LAY -IN DIFFUSER. SEAL INSULATION TO DIFFUSER- NOT TO T -BAR GRID. AIR Fl (FOR SHEET METAL DUCTS SEE LATEST EDITION OF SMACNA STANDARDS) DAMPER CONTROL ROD W/ LOCK DUCT SEALER AT SPIN COLLAR CONNECTION TO MAIN. SUPPLY DUCT SIZE AS SHOWN ON PLANS VOLUME DAMPER WITH LOCKING QUADRANT AND 2" STANDOFF AIR DISTRIBUTION DEVICE, SEE 24" X 24" CEILING ACCESS PANEL SCHEDULE. (LAY -IN SHOWN, FOR DAMPER ACCESS IN SURFACE MOUNT SIMILAR). NON -ACCESSIBLE CEILINGS. 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC. 3. MINIMUM 1" WIDE 22 GALVANIZED STRAP HANGER WITH HEMMED EDGES PER SMACNA, FIGURE 3-10 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NOT COMPRESSED WITH ELBOW RADIUS NO LESS THAN R/D = 1.0. 3/8" THREADED RO (TYPICAL) 1-5/8" P-1000 "UNI< OR EQUAL (TYPICA PROVIDL-,.vrrL-r% o-uivf- ,r, i oL-rmL- ARMAFIX CLAMP W INSERT FOR Z" WALL INSULATION THICKNESS. N.T.S PIVOT NOTES: 1. DUCT SHOULD EXTEND FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE DUCT TO BE OUT OF ROUND SHAPE. t METAL – STRAP %"MIN. TYPICAL SPIN -IN FITTING WITH EXTRACTOR & DAMPER (WHERE ACCESSIBLE FROM A DROP CEILING ONLY) TYPICAL RIGID ROUND DUCT TYPICAL CEILING DIFFUSER BRANCH DUCT ... , .MUTIA:." •': ALL CONDENSATE PIPING BY PLUMBING CONTRACTOR, EXCEPT FOR FINAL CONNECTION (INCLUDING P -TRAP) BY MECHANICAL CONTRACTOR. 12" ABOVE TOS MOST DRAI PAN TERMINAT VENT WITH PERFORATE CAP (LOOSE N.T.S. L T MAXIMUM SAG 1/2" PER FOOT SUPPORT SPACING NOTES: 1. DUCT SHOULD EXTEND FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE DUCT TO BE OUT OF ROUND SHAPE. METAL ---� STRAP %"MIN. TYPICAL SPIN -IN FITTING WITH EXTRACTOR & DAMPER (WHERE ACCESSIBLE FROM A DROP CEILING ONLY) TYPICAL FLEXIBLE DUCT WORK (MAX. LENGTH 10 FT.) m RM Ow Lel No I Dille] .ups : • . N.T.S V C O +- 0- Q) U (10 > U t.� r G U Nelson Blankenship, AIA \\-0 . ...1 LQ7 r V =' AwHO -2= QUO �=? � � b Q � 0 Q � 3 o Q F�-IU Lu O :E z DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER M�51 DATE 10-18-18 NOTE: PROVIDE SMOKE DETECTORS IN IT� ACCORDANCE W/ FBC2014 AND INSTALL IN S/A PLENUM SEE PLANS FOR CONT. ROOF MOUNTED ACCORDANCE WITH NFPA 72. PROVIDE H.V.A.C. EQUIPMENT DETECTORS IN AHU'S GREATER THAN 2000 RAIL ROOFTOP UNIT ANCHOR PER MANUFACTURER'S CFM OR THAT SERVE A COMMON PLENUM ell - ..."I I "ma aa\\w\ woss�\ a a ,: acavca�au� oesaaov a�avv� a�oe owX I" as RTU ay\�aaUaooaao x u ra\\aca\�vw INSTALLATION INSTRUCTIONS. AREA WITH AN AGGREGATE SUPPLY AIR THE NUMBER OF RESTRAINT FLOW GREATER THAN 2000 CFM. INSTALL IN BRACKETS/ANCHORS SHALL BE RETURN DUCT ALSO IF UNIT SHARES A CEILING DETERMINED BY CURB RETURN PLENUM. THE DETECTORS SHALL BE UL268A W/ REMOTE TEST STATION. THE DETECTORS SHALL BE FURNISHED AND ---— \a\aiQ\\via\\\\\\a:S'w`a����a\4i..\\\"�\QOQ\��a\i .e�\a\OQ a>. 4 lu`l3•a�"k\l YCa ............. ..... ......�.....,..... ...,..,.......,.,. ........ .................... WIRED BY THE ELECTRICAL CONTRACTOR CONTINUOUS A36 STEEL ANGLE THYBAR 180 MPH AND INSTALLED BY THE MECHANICAL TYPICAL 5-1/8" MIN WIND RATED CURB. CONTRACTOR. IF FIRE ALARM SYSTEM IS STAND PRESENT, SMOKE CUT OFF MUST BE INTERLOCKED WITH ALARM SYSTEM. MOUNT I PROVIDE ACCESS DOOR FOR TUBE A/HWALL 8" MIN �2� INSPECTION. ROUTE THE REFRIGERANT SPLIT A O� NT MINI LINES IN FURRED OUT ROOF MEMBRANE l OUTSIDE AIR SEE WALL TO THE SHAFT. { 1 PLANS FOR SIZE �" i 10 30" TALL AIR I E HANDLER i •( a\a\,,;.aa:.:.�i�.:x•.�sa\w\\aa �� �.aaw\�\�a<,:�.m\��a��c�..,ua,\�av�� STAND j( OPPOSED BLADE DAMPER —y' RETURN CORRUGATED (FOR BALANCING) DUCT PLENUM f BOLT LOCATIONS PER CURB METAL MANUFACTURE INSTALLATION DECK 1 1 ANCHOR PER CURB 3/4" CONDENSATE DRAIN &TAP.t DETAIL MANUFACTURE INSTALLATION DETAILS COORDINATE INSTALL W/ PLUMBING CONTRACTOR. INSULATE AND TAPE. PROVIDE WATER -LEVEL DETECTION DEVICE CONFORMING TO UL -508 THAT WILL SHUT OFF \BAR JOIST THE EQUIPMENT SERVED PRIOR TO OVERFLOW OF THE PAN. PROVIDE 24 G. GALVANIZE STEEL AUXILARY RTU DRAIN PAN. PAN SHALL AT LEAST BE 1-1/2" DEEP AND NO LESS THAN 3 INCHES LARGER THAN — CURB FLANGE PAN UNIT IN ALL DIRECTIONS. 1 MOUNT �®p ��my® �a aa\\I .,.. wao\\ eaa \a a r m as l� a\.....:aa a o. \• s.:a:, zawaa...::.w.::aaav PLAT WALL MO 9 tl _ HU STANDINGDETAIL AHU E AIL N.T.S N.T.S. DESIGN CRITERIA: NOTE: THIS DETAIL IS DESIGNED FOR 170MPH WIND LOADING, EXP. CAT. C ULTIMATE DESIGN WIND SPEED - 180 MPH PER FBC 6th EDITION ' � � � \ \ (B) RISK CATEGORY - C EXPOSURE CATEGORY - D <'� %' (A) (E) ��— NOTE: THERE MAYBE NO WALL OVERHANG OR OBSTRUCTIONS (F) TO AIR FLOW DIRECTLY SA RA 12" MIN ABOVE CONDENSING UNIT (G) 3 SMO' 7 KE KEYNOTES DETECTOR FIRE 4" X 1-1/2" X 14G 6063-T6 DAMPER 1. PROVIDE A36 STEEL ANGLE BRIDGING BETWEEN JOISTS AND AS REQUIRED TO SUPPORT THE CURB CONTINUOUS AROUND THE PERIMETER. ALL STRUCTURAL ALUMINUM CLIP W/ (4) ACCESS STEEL FABRICATION REQUIRED FOR THE SUPPORT STRUCTURE SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THE SPECIFICATIONS PROVIDED BY THE : #14 SST TEK SCREWS. STRUCTURAL ENGINEER. THE CONTRACTOR SHALL REFER TO STRUCTURAL DETAILS FOR SIZE OF ANGLE AND LOCATIONS. I MINIMUM (6) ANGLES (C) PER CONDENSING UNIT j 2. ROOF CURB SHALL BE PROVIDED BY THYBAR AND MATCHED TO THE RTU. INSTALLED CURB SHALL EXTEND 8" MIN ABOVE THE ROOF MEMBRANE. A WIND CONDENSING UNIT w> o ANCHOR CU BASE TO ANALYSIS SHALL BE PROVIDED BY THYBAR FOR THE CONNECTION OF THE RTU TO THE CURB. fjr HOUSEKEEPING PAD WITH SST 3/8" WEDGE DUCT 3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH FBC-M 2014 SECTION 606. PROVIDE RA DETECTORS ON UNITS SERVING EGRESS, OR UNITS GREATER THAN ANCHORS EQUAL TO WALL 2000 CFM OR AS AGGREGATE SYSTEMS GREATER THAN 2000 CFM. THE DETECTORS SHALL BE UL268A W/REMOTE TEST STATION. THE DETECTORS SHALL BE HILTI QUIK BOLT 3. (D) (F) (TYPICAL) FURNISHED BY THE ELECTRICAL CONTRACTOR (IF BUILDING EQUIPPED WITH A FIRE ALARM SYSTEM) AND INSTALLED BY THE MECHANICAL CONTRACTOR. ELECTRICAL INTERCONNECTION BY THE ELECTRICAL CONTRACTOR. IF FIRE ALARM SYSTEM IS PRESENT, SMOKE CUT OFF MUST BE INTERLOCKED WITH ALARM y SYSTEM. ' GRADE 4. THE DUCT SIZES SHOWN ON THE PLAN MAY BE LARGER THAN THE OPENING PROVIDED ON THE RTU. THE CONTRACTOR SHALL PROVIDE TRANSITIONS AS CEILING REQUIRED AS SOON AS POSSIBLE AFTER LEAVING THE RTU. 6' HOUSEKEEPING PAD 1" NEOPRENE VIBRATION PROVIDE 12" X 12" CEILING ACCESS ISOLATION PADS. DOOR FOR ALL GYPSUM BOARD CEILINGS EQUAL TO WIND LOCK 5. *IMPORTANT* RTU MUST BE LEVEL TO INSURE PROPER CONDENSATE REMOVAL. MODEL GFRC "STEALTH" ACCESS DOOR. �� MOUN�..� DETAIL� ENSER Mj EAI TYPICAL INSTALLATION DETAILS 1 N.T.S (A) RETAINING ANGLES: SUPPLIED BY THE MANUFACTURER MINIMUM 1-1/2" X 1-1/2" X 0.054 (16 GA.) RI ANGLES IDETECTOR MOUN ING INSTRU✓TIOAS MNMUM AND COVER CORNERS OF OPENINGS AS SHOWN. (B) CLEARANCE: 1/8" PER LINEAR FOOT OF DAMPER WIDTH 1. REMOVE BACKING FROM TEMPLATE AND SECURE TO DUCT IN DESIRED LOCATION. AND HEIGHT WITH A MINIMUM CLEARANCE of 1/4" 2. CENTER PUNCH AT (2) "A" TARGET CENTERS FOR SAMPLING TUBES. (C) STEEL SLEEVE - FACTORY INSTALLED - DAMPER SLEEVE SHALL EXTEND 3. FOR RECTANGULAR SIDE-BY-SIDE MOUNTING CONFIGURATION CENTER PUNCH AT (2) "B" TARGET CENTERS FOR REFERENCE NOTES A MAX OF 6" ON EITHER SIDE OF FLOOR OR WALL ON EACH SIDE. MOUNTING TABS. -OR- FOR SQUARE TOP -OVER -BOTTOM MOUNTING CONFIGURATION CENTER PUNCH AT (2) "C" (D) GREENHECK MODEL DFD -150 FIRE DAMPER TARGET CENTERS FOR MOUNTING TABS. 0 DETECTOR SHALL BE SUPPLIED AND WIRED BY THE FIRE ALARM SYSTEM CONTRACTOR. (E) SECURE RETAINING ANGLES TO SLEEVE 4. AT TARGET "A" CENTERS DRILL PILOT HOLES AND CUT TWO 1.375" DIAMETER HOLES USING A 1 3/8" HOLES SAW OR NO. 10 STEEL SCREWS 6" O.C. AND 2" FROM EACH END. PUNCH. AT TARGET "B" OR "C" CENTERS DRILL. 156" DIAMETER HOLES USING A 5/32" DRILL. RIVITS, BOLTS & NUTS, AND WELDS CAN BE USED ALTERNATIVLY 5. FOR SQUARE MOUNTING CONFIGURATION DRILL AN ADDITIONAL. 156" DIAMETER HOLE AT THE LOCATION OF ONE OF DETECTOR SHALL ASSIGNED IT'S OWN ADDERSS IN THE ADDRESSABLE REFERENCE INSTALLATION INSTRUCTIONS. THE MOUNTING TABS ON THE LOWER HOUSING. O FIRE ALARM SYSTEM (F) CONNECT DUCT TO SLEEVE WITH BREAKAWAY 6. SEE MANUAL FOR FURTHER INSTRUCTIONS. CONNECTION WITH A MAXIMUM OF (2) #10 SHEET METAL SCREWS ON EACH SIDE AND ON THE BOTTOM LOCATED IN SAMPLING TUBE END CAP DETECTOR SHALL BE RESETTABLE FROM THE FIRE ON EACH SIDE AND ON THE BOTTOM LOCATED IN THE ALARM CONTROL PANEL. CENTER OF THE SLIP POCKET. (G) FULLY GASKETED HINGED CAM LOCK FIRE DAMPER 4 UPDATE FIRE ALARM SYSTEM ADDRESS LIST FOR EACH DUCT SMOKE ACCESS DOOR. LABEL "FIRE DAMPER ACCESS". AIR DUCI TO�f CID 3 O DETECTOR AND DIGITAL CONTROL DEVICE. DUCT � O NOTE: IF DIFFERENT MANUFACTURE IS INSTALLED, INSTALL DETECTOR \ 0 4° 0 0 0 0 1 ��E PER MANUFACTURES INSTALLATION INSTRUCTIONS. (SEE DETAIL) 0 0 0 ���fo 2 p, GENERAL NOTES OBER A. EXACT NUMBER OF CONDUCTORS DEPENDENT OF FIRE ALARM �� MOUNTED �' REPO INTERFACE D SAMPLING TUBE. LENGTH TO �PU1 SYSTEM BEING USED. CONFIRM NUMBER AND TYPE REQUIRED ESA' BOX BY COVER 100% OF DUCT TO FIRE AT EACH LOCATION WITH FIRE ALARM SYSTEM SUPPLIER. ELECTRICAL WIDTH ALARM SYSTEM B PLACE AND INSTALL DUCT SMOKE DETECTOR IN AN ACCESSIBLE LOCATIONS, CONTRACTOR AND IN FULL COMPLIANCE WITH SMOKE DETECTOR MANUFACTURER'S (SEE DETAIL) PLACEMENT AND INSTRUCTIONS. PROVIDE DUCT ACCESS DOOR FOR TUBE INSPECTION/CLEANING. C, ENSURE THAT THE SAMPLING TUBE END CAP IS INSTALLED AS THIS IS CRITICAL TO CREATE THE ODO 3 4 PROPER AIRFLOW TO THE SENSOR OF THE DUCT DETECTOR _ DIGITAL CONTROL FIRE ALARM WIRING BY OUTPUT CONTACT DIGITAL OUTPUT FIRE ALARM (CONTROL MODULE) SYSTEM CONTRACTOR INTERFACE CIRCUIT LAYOUT DUCT SMOKE DETECTOR INSTALLATION DETAIL NO SCALE NO SCALEve®® dddG DAd to ®d • E •� U CT SMOKE DETECTOR No. 31932 o STATE OF ;��; c O Q U N 0 Nelson Blankenship, AIA PLL iPl e ,n r s � A v o Z U x U �U0, '72 C/) J P4 o Qi (n C7 z Q � U C/) w o w 0 (� U zQ N Cw V1 O cq DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER DATE 10-18-18 r ®off G ' Dq ® ..s. s•aoa � ® `6/ .sRG �ap'O•Z�9��a��CONSULTING ENGINEEM 14iLwl ® • • ® STRUCTURAL I MECHANICAL i ELECTRICAL I PLUMBING I FIRE PROTECTION ROBERT DAVENPORT P.E. . � m www.rgdenineers.com FLORIDA P.E. N0.31932 ®®a. STATE OF ®'(V r.wDE IN THE usA MECHANICAL ENGINEER OR ��'a���09 4901 VINELAND RD #335, ORLANDO, FL 32811 (407) 843-6630 CERT OF AUTH 5454 ...�...aa®','���®o® These Drawings are NOT VALID for any purpose which requires the original DATE 10.23.2018 ®®Ba��18 ®y99®'fie Drawings ure a notnd ssigned eal of tandcscaledrby unless the theoriginal shal l ebet submitted tod seal are any authority or used for any purpose where signed and scaled documents are required. FILTER STATUS SUPPLY FAN BI DISCHARGE AIR STATUS DISCHARGE AIR TEMPERATURE TEMPERATURE AI ff�H HL EDH MVD RH \\ DX OA INTAKE (� OA C C DISCHARGE IMVD-(� MOTORIZED DAMPER DH BO ELECTRIC HEAT B BO SUPPLY FAN START/STOP AO SUPPLY FAN VFD SPEED gp DX COOLING STAGE 1 BO DX COOLING STAGE 2 MODULATING VALVE HOT GAS REHEAT SYSTEM DISCHARGE AIR CONFIGURATION A. DISCHARGE AIR OCCUPIED CONTROL: COi\I'CKOL OF THE TRANE HOT GAS REHEAT DX ROOFTOP UNIT IS ACCOMPLISHED THROUGH A DEDICATED STANDALONE CONTROL MODULE (MP581, UC400, UC600). ONE CONTROLLER WILL BE INSTALLED ON EACH SYSTEM. THIS CONTROLLER UTILIZES FOUR TEMPERATURE SENSORS. THE FUNCTION OF THIS CONTROLLER IS TO MAINTAIN A PROGRAMMED DISCHARGE AIR TEMPERATURE. A TEMPERATURE SENSOR IS MOUNTED AFTER THE DX EVAPORATOR COIL. THIS TEMPERATURE SENSOR WILL BE USED BY THE CONTROLLER TO CONTROL THE COMPRESSORS TO CYCLE ONTHE COMPRESSOR STAGES TO MAINTAIN 53 F (ADJUSTABLE) WITH PID LOGIC. A TEMPERATURE SENSOR IS FIELD MOUNTED IN THE DUCT AFTER THE HOT GAS REHEAT COIL AT LEAST 15 FEET DOWN FROM THE DISCHARGE OF THE UNIT. ONCE DISCHARGE TEMPERATURE SETPOINT 74 (ADJUSTABLE) IS REACHED AN ANALOG SIGNAL IS SENT TO THE HOT GAS REHEAT AND CONDENSER MODULATING VALVES TO MODULATE FREE CONDENSER HEAT INTO THE AIRSTREAM TO MAINTAIN THE DISCHARGE TEMPERATURE SETPOINT. A SUCTION LINE "TEMPERATURE WILL BE LOCATED ON THE SUCTION LINE OF CIRCUIT #1. THIS TEMPERATURE SENSOR WILL DISABLE BOTH COOLING CIRCUITS WHEN THE TEMPERATURE GOES BELOW 28 DEGREES (ADJUSTABLE) AND ENABLE THEM ABOVE 38 (ADJUSTABLE). AN OUTSIDE AIR TEMPERATURE SENSOR IS MOUNTED IN THE OUTSIDE AIR INTAKE SECTION AND MONITORS THE OUTDOOR AIR INTAKE TEMPERATURE. THE CONTROLLER IS PROGRAMMED TO LOCK THE UNIT COOLING OUT IF THE OUTSIDE AIR INTAKE IS 68 DEGREES (ADJUSTABLE). THE COOLING WILL BE REENABLED AFTER THE OUTSIDE AIR TEMPERATURE RISES ABOVE 70 DEGREES (ADJUSTABLE). THE HEAT WILL BE ENABLED WHEN THE OUTSIDE AIR INTAKE TEMPERATURE IS BELOW 66 DEGREES (ADJUSTABLE). WHEN HEATING IS CALLED FOR, THE CONTROLLER WILL GO INTO HEATING MODE AND THE HEAT WILL BE CONTROLLED AS REQUIRED TO MAINTAIN THE DISCHARGE AIR HEATING SETPOINT (ADJUSTABLE). THE ACTUAL OUTPUT SIGNAL FOR THE HEAT CONTROL WILL OPERATE BASED ON THE TYPE OF HEAT THE UNIT HAS. IF THE UNIT HAS ELECTRIC OR GAS STAGED HEAT THEN THE FOLLOWING WILL OCCUR: THE 1ST STAGE WILL COME ON WHEN THE DISCHARGE AIR TEMPERATURE IS BELOW THE HEAT SETPOINT (ADJUSTABLE) AND OFF ABOVE THE HEAT SETPOINT PLUS A .DEADBAND (ADJUSTABLE). THE 2ND STAGE WILL BE ON BELOW THE HEAT SETPOINT (ADJUSTABLE) MINUS 2 DEGREES AND OFF ABOVE THE HEAT SETPOINT MINUS 2 DEGREES PLUS A DEADBAND (ADJUSTABLE) IFTHE UNIT HAS MODULATING HEAT THEM THE FOLLOWING WILL OCCUR: THE MODULATING HEAT IS CONTROLLED BY AN ANALOG SIGNAL FROM THE CONTROLLER BASED ON THE HEATING SETPOINT. ON A MULTIPLE STAGE HEATER THE ANALOG SIGNAL CONTROLS THE FIRST STAGE. ONCE THE ANALOG SIGNAL REACHES 100% A BINARY OUTPUT CLOSES TO ENERGIZE THE NEXT STAGE OF HEAT AND THE ANALOG SIGNAL MODULATES THE 1ST STAGE BEGINNING AT 0%. ONCE THE ANALOG SIGNAL REACHES 100% AGAIN A BINARY OUTPUT CLOSEST O ENERGIZE THE NEXT STAGE OF HEAT AT 100% AND THE ANALOG SIGNAL MODULATES TETE 1ST STAGE BEGTlVi\TING AT 0% AGAIN. THE CONTROLLER IS PROGRAMMED TO MAINTAIN DISCHARGE AIR SETPOINT (FOR HEATING AND COOLING). THE CONTROLLER HAS ALL OF THESE FUNCTIONS PRE-PROGRAMMED. HOWEVER, SINCE IT IS FULLY PROGRAMMABLE, THE SETPOINTS AND SEQUENCE CAN BE MODIFIED IF REQUIRED. B. FAN` PROVING DEVICE: A CONTACT CLOSURE INTO THE CONTROLLER WILL INDICATE TO THE CONTROLLER PROOF OF AIRFLOW FROM A DIFFERENTIAL PRESSURF, SWITCH THAT WILL ALLOW EITHER COOLING OR HEATING TO OPERATE. C. occi.,PIED/uNoccIJPIED CONTROL: A CONTACT CLOSURE INTO THE CONTROLLER WILL INDICATE AN OCCUPIED MODE OF OPERATION.,"I'HE CONTROLLER WILL OPERATE IN THE UNOCCUPIED MODE WHILE THE CONTACTS ARE OPEN. THE DRY CONTACT INPUT WILL BE WIRED FROM EITHER A TIME CLOCK OR THE BUILDING ENERGY MANAGEMENT SYSTEM. THE SYSTEM CAN ALSO BE SCHEDULED LOCALLY IF EQUIPPED WITH A DISPLAY, CONTROLLED BY A "CRANE BUILDING AUTOMATION SYSTEM, OR BY A COMMAND FROM A LONTALK OR BACNET NETWORK DEPENDING ON CONTROLLER TYPE. D. UNOCCUPIED MODE: WHEN THE CONTROLLER IS INDEXED TO THE UNOCCUPIED MODE, THE SYSTEM WILL BE OFF. E. SETPOINT SELECTION: THE SETPOINTS FOR -UNIT OPERATION WILL BE SELECTED BASED ON A PRIORITY LEVEL THAT WILL SEEK COMMUNICATIONS WITH VARIOUS DEVICES TO DETERMINE THE CORRECT SET OF SETPOINTS TO BE USED. AN MP581 WILL SEARCH 1 ST FOR A LONTALK DEVICE. IF NO SUCH NETWORK SERVER IS FOUND OR IF THE COMMUNICATION TO "THAT DEVICE HAS BEEN LUST, THEN THE MP581 WILL TRY TO CONTROL TO SETPOINTS THAT ARE BEING SENT FROM A TRACER SUMMIT BCU (BUILDING CONTROL UNIT). IF A TRACER SUMMIT SYSTEM IS NOT LOCATED OR HAS LOST ITS COMMUNICATION TO THE MP581, THEN THE MP581 WILL DEFAULT TO ITS OWN "LOCAL" SETPOINTS. THESE SETPOINTS ARE EMBEDDED IN THE SOFTWARE THAT IS LOADED AT THE FACTORY AND CAN ONLY BE ACCESSED FROM TRANE "ROVER" SOFTWARE/HARDWARE OR IF THE MP581 HAS A DISPLAY CONNECTED TO THE CONTROLLER. A UC400 WILL OPERATE BASED ON LOCAL SETPOINTS UNLESS SETPOINTS ARE OVERRIDDEN BY A BACNET CONTROL SYSTEM. OQA�-1C�ON�TRO�LS N.T.S r ®off G ' Dq ® ..s. s•aoa � ® `6/ .sRG �ap'O•Z�9��a��CONSULTING ENGINEEM 14iLwl ® • • ® STRUCTURAL I MECHANICAL i ELECTRICAL I PLUMBING I FIRE PROTECTION ROBERT DAVENPORT P.E. . � m www.rgdenineers.com FLORIDA P.E. N0.31932 ®®a. STATE OF ®'(V r.wDE IN THE usA MECHANICAL ENGINEER OR ��'a���09 4901 VINELAND RD #335, ORLANDO, FL 32811 (407) 843-6630 CERT OF AUTH 5454 ...�...aa®','���®o® These Drawings are NOT VALID for any purpose which requires the original DATE 10.23.2018 ®®Ba��18 ®y99®'fie Drawings ure a notnd ssigned eal of tandcscaledrby unless the theoriginal shal l ebet submitted tod seal are any authority or used for any purpose where signed and scaled documents are required. FILTER STATUS SUPPLY FAN BI DISCHARGE AIR STATUS DISCHARGE AIR TEMPERATURE TEMPERATURE AI ff�H HL EDH MVD RH \\ DX OA INTAKE (� OA C C DISCHARGE IMVD-(� MOTORIZED DAMPER DH BO ELECTRIC HEAT B BO SUPPLY FAN START/STOP AO SUPPLY FAN VFD SPEED gp DX COOLING STAGE 1 BO DX COOLING STAGE 2 MODULATING VALVE HOT GAS REHEAT SYSTEM DISCHARGE AIR CONFIGURATION A. DISCHARGE AIR OCCUPIED CONTROL: COi\I'CKOL OF THE TRANE HOT GAS REHEAT DX ROOFTOP UNIT IS ACCOMPLISHED THROUGH A DEDICATED STANDALONE CONTROL MODULE (MP581, UC400, UC600). ONE CONTROLLER WILL BE INSTALLED ON EACH SYSTEM. THIS CONTROLLER UTILIZES FOUR TEMPERATURE SENSORS. THE FUNCTION OF THIS CONTROLLER IS TO MAINTAIN A PROGRAMMED DISCHARGE AIR TEMPERATURE. A TEMPERATURE SENSOR IS MOUNTED AFTER THE DX EVAPORATOR COIL. THIS TEMPERATURE SENSOR WILL BE USED BY THE CONTROLLER TO CONTROL THE COMPRESSORS TO CYCLE ONTHE COMPRESSOR STAGES TO MAINTAIN 53 F (ADJUSTABLE) WITH PID LOGIC. A TEMPERATURE SENSOR IS FIELD MOUNTED IN THE DUCT AFTER THE HOT GAS REHEAT COIL AT LEAST 15 FEET DOWN FROM THE DISCHARGE OF THE UNIT. ONCE DISCHARGE TEMPERATURE SETPOINT 74 (ADJUSTABLE) IS REACHED AN ANALOG SIGNAL IS SENT TO THE HOT GAS REHEAT AND CONDENSER MODULATING VALVES TO MODULATE FREE CONDENSER HEAT INTO THE AIRSTREAM TO MAINTAIN THE DISCHARGE TEMPERATURE SETPOINT. A SUCTION LINE "TEMPERATURE WILL BE LOCATED ON THE SUCTION LINE OF CIRCUIT #1. THIS TEMPERATURE SENSOR WILL DISABLE BOTH COOLING CIRCUITS WHEN THE TEMPERATURE GOES BELOW 28 DEGREES (ADJUSTABLE) AND ENABLE THEM ABOVE 38 (ADJUSTABLE). AN OUTSIDE AIR TEMPERATURE SENSOR IS MOUNTED IN THE OUTSIDE AIR INTAKE SECTION AND MONITORS THE OUTDOOR AIR INTAKE TEMPERATURE. THE CONTROLLER IS PROGRAMMED TO LOCK THE UNIT COOLING OUT IF THE OUTSIDE AIR INTAKE IS 68 DEGREES (ADJUSTABLE). THE COOLING WILL BE REENABLED AFTER THE OUTSIDE AIR TEMPERATURE RISES ABOVE 70 DEGREES (ADJUSTABLE). THE HEAT WILL BE ENABLED WHEN THE OUTSIDE AIR INTAKE TEMPERATURE IS BELOW 66 DEGREES (ADJUSTABLE). WHEN HEATING IS CALLED FOR, THE CONTROLLER WILL GO INTO HEATING MODE AND THE HEAT WILL BE CONTROLLED AS REQUIRED TO MAINTAIN THE DISCHARGE AIR HEATING SETPOINT (ADJUSTABLE). THE ACTUAL OUTPUT SIGNAL FOR THE HEAT CONTROL WILL OPERATE BASED ON THE TYPE OF HEAT THE UNIT HAS. IF THE UNIT HAS ELECTRIC OR GAS STAGED HEAT THEN THE FOLLOWING WILL OCCUR: THE 1ST STAGE WILL COME ON WHEN THE DISCHARGE AIR TEMPERATURE IS BELOW THE HEAT SETPOINT (ADJUSTABLE) AND OFF ABOVE THE HEAT SETPOINT PLUS A .DEADBAND (ADJUSTABLE). THE 2ND STAGE WILL BE ON BELOW THE HEAT SETPOINT (ADJUSTABLE) MINUS 2 DEGREES AND OFF ABOVE THE HEAT SETPOINT MINUS 2 DEGREES PLUS A DEADBAND (ADJUSTABLE) IFTHE UNIT HAS MODULATING HEAT THEM THE FOLLOWING WILL OCCUR: THE MODULATING HEAT IS CONTROLLED BY AN ANALOG SIGNAL FROM THE CONTROLLER BASED ON THE HEATING SETPOINT. ON A MULTIPLE STAGE HEATER THE ANALOG SIGNAL CONTROLS THE FIRST STAGE. ONCE THE ANALOG SIGNAL REACHES 100% A BINARY OUTPUT CLOSES TO ENERGIZE THE NEXT STAGE OF HEAT AND THE ANALOG SIGNAL MODULATES THE 1ST STAGE BEGINNING AT 0%. ONCE THE ANALOG SIGNAL REACHES 100% AGAIN A BINARY OUTPUT CLOSEST O ENERGIZE THE NEXT STAGE OF HEAT AT 100% AND THE ANALOG SIGNAL MODULATES TETE 1ST STAGE BEGTlVi\TING AT 0% AGAIN. THE CONTROLLER IS PROGRAMMED TO MAINTAIN DISCHARGE AIR SETPOINT (FOR HEATING AND COOLING). THE CONTROLLER HAS ALL OF THESE FUNCTIONS PRE-PROGRAMMED. HOWEVER, SINCE IT IS FULLY PROGRAMMABLE, THE SETPOINTS AND SEQUENCE CAN BE MODIFIED IF REQUIRED. B. FAN` PROVING DEVICE: A CONTACT CLOSURE INTO THE CONTROLLER WILL INDICATE TO THE CONTROLLER PROOF OF AIRFLOW FROM A DIFFERENTIAL PRESSURF, SWITCH THAT WILL ALLOW EITHER COOLING OR HEATING TO OPERATE. C. occi.,PIED/uNoccIJPIED CONTROL: A CONTACT CLOSURE INTO THE CONTROLLER WILL INDICATE AN OCCUPIED MODE OF OPERATION.,"I'HE CONTROLLER WILL OPERATE IN THE UNOCCUPIED MODE WHILE THE CONTACTS ARE OPEN. THE DRY CONTACT INPUT WILL BE WIRED FROM EITHER A TIME CLOCK OR THE BUILDING ENERGY MANAGEMENT SYSTEM. THE SYSTEM CAN ALSO BE SCHEDULED LOCALLY IF EQUIPPED WITH A DISPLAY, CONTROLLED BY A "CRANE BUILDING AUTOMATION SYSTEM, OR BY A COMMAND FROM A LONTALK OR BACNET NETWORK DEPENDING ON CONTROLLER TYPE. D. UNOCCUPIED MODE: WHEN THE CONTROLLER IS INDEXED TO THE UNOCCUPIED MODE, THE SYSTEM WILL BE OFF. E. SETPOINT SELECTION: THE SETPOINTS FOR -UNIT OPERATION WILL BE SELECTED BASED ON A PRIORITY LEVEL THAT WILL SEEK COMMUNICATIONS WITH VARIOUS DEVICES TO DETERMINE THE CORRECT SET OF SETPOINTS TO BE USED. AN MP581 WILL SEARCH 1 ST FOR A LONTALK DEVICE. IF NO SUCH NETWORK SERVER IS FOUND OR IF THE COMMUNICATION TO "THAT DEVICE HAS BEEN LUST, THEN THE MP581 WILL TRY TO CONTROL TO SETPOINTS THAT ARE BEING SENT FROM A TRACER SUMMIT BCU (BUILDING CONTROL UNIT). IF A TRACER SUMMIT SYSTEM IS NOT LOCATED OR HAS LOST ITS COMMUNICATION TO THE MP581, THEN THE MP581 WILL DEFAULT TO ITS OWN "LOCAL" SETPOINTS. THESE SETPOINTS ARE EMBEDDED IN THE SOFTWARE THAT IS LOADED AT THE FACTORY AND CAN ONLY BE ACCESSED FROM TRANE "ROVER" SOFTWARE/HARDWARE OR IF THE MP581 HAS A DISPLAY CONNECTED TO THE CONTROLLER. A UC400 WILL OPERATE BASED ON LOCAL SETPOINTS UNLESS SETPOINTS ARE OVERRIDDEN BY A BACNET CONTROL SYSTEM. OQA�-1C�ON�TRO�LS t= W 1 ITT-1101yo! 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE CODES AS SHOWN. 2. THE PLUMBING CONTRACTOR SHALL BE HELD TO HAVE VERIFIED ALL EXISTING CONDITIONS, INCLUDING SITE VISITATION, AND REVIEW OF AS BUILT DOCUMENTATION AS APPLICABLE PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF ANY MATERIALS OR EQUIPMENT ON THIS PROJECT. 3. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS SHALL BE NEW. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACK FILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 4. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 6. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS AND ARE CONSIDERED TO BE ONE SET OF DOCUMENTS. BENDS OFFSETS AND "1-RANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE AND FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR AT NO ADDITIONAL COST. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 7. CONTRACTOR SHALL SUBMIT FOR APPROVAL ELECTRONIC PDF COPIES OF MANUFACTURER DRAWINGS FOR ALL PLUMBING FIXTURES AND EQUIPMENT INCLUDED IN CONTRACT. ALL MATERIAL SHALL BE NEW FROM A U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED TRADESMEN. 8. ENGINEER OF RECORD RECOGNIZES THE GENERAL CONTRACTOR AND ALL OTHER CONTRACTORS TO BE LICENSED IN THE STATE OF FLORIDA. GENERAL CONTRACTOR SHALL CONSIDER THE PROJECT AS ONE SET OF DOCUMENTS. GENERAL CONTRACTOR SHALL PROVIDE AN ENTIRE SET OF DOCUMENTS SHOWING ALL TRADES TO EACH SUBCONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS TO INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTS ON THE DOCUMENTS PRIOR TO SUBMITTING FINAL BID AND COMMENCING ANY WORK. CONTRACTOR SHALL MAKE HIMSELF AVAILABLE FOR REVIEWING DOCUMENTS WITH ARCHITECT/ENGINEER UPON REQUEST 9. THE GENERAL CONTRACTOR SHALL PROVIDE IN WRITING ON COMPANY LETTER HEAD ALL ITEMS VALUE ENGINEERED OR OMITTED FROM ENTIRE PROJECT. THIS DOCUMENT SHALL HAVE DETAILED DESCRIPTION AND TRANSPARENCY OF ALL ITEMS IN EACH DISCIPLINE AND TRADE. INFORMATION SHALL BE PROVIDED TO ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO SUBMITTING FINAL BID. CONTRACTOR SHALL MAKE HIMSELF AVAILABLE FOR REVIEWING DOCUMENTS WITH ARCHITECT/ENGINEER/OWNER UPON REQUEST. 10. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 11. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 12. THE INVERT ELEVATIONS OF DRAINAGE PIPING LEAVING THE BUILDING ARE APPROXIMATE AND MAY VARY DEPENDING ON FIELD CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING CIVIL AS REQUIRED TO ASSURE THAT CONNECTIONS TO THE STORM AND/OR SANITARY SEWER SYSTEM CAN BE COMPLETED. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER IN WRITING PRIOR TO COMMENCEMENT OF THE GROUND ROUGH. 13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE INVERT ELEVATIONS OF EXISTING DRAINAGE PIPING AS REQUIRED TO ASSURE THAT CONNECTIONS TO EXISTING STORM AND/OR SANITARY SYSTEMS CAN BE COMPLETED. THE CONTRACTOR SHALL SCOPE, X-RAY, AND TEST AS NECESSARY TO VERIFY EXISTING INVERT ELEVATIONS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER IN WRITING PRIOR TO COMMENCEMENT OF THE GROUND ROUGH. 14. WATER DISTRIBUTION PIPING SHALL BE CPVC. 15. ALL PVC SHALL BE SOLID CORE NO CELLULAR CORE. 16. UNLESS OTHERWISE INDICATED ON THE PLAN, THE SOIL, WASTE AND STORM WATER PIPING SHALL BE PVC ABOVE SLAB AND PVC BELOW SLAB AND FOR VENT PIPE ABOVE A TRAP. PVC MAY NOT BE USED THROUGH RATED ASSEMBLIES OR IN RETURN AIR PLENUMS. WASTE PIPING FOR WATER DISCHARGED FROM DISHWASHER OR ANY APPLIANCE HANDLING WASTE WATER OVER 140° SHALL HAVE A DRAIN TEMPERING VALVE TO PRIOR TO ITS DISCHARGE ONTO THE MAIN BUILDING WASTE LINE. 17. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. ISOLATION VALVES LOCATED IN CEILING CAVITIES ABOVE HARD CEILINGS SHALL BE SUPPLIED WITH APPROVED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATiON. 18. FURNISH AND INSTALL APPROVED, ENGINEERED PISTON TYPE MECHANICAL WATER HAMMER ARRESTORS AT EACH PLUMBING FIXTURE OR FIXTURE GROUP WITH QUICK CLOSING VALVES, INSTALLATION OF THE ARRESTOR SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, AND SHALL BE IN COMPLIANCE WITH FBC-P 604.9 AND ASSE 1010. THE ARRESTOR SHALL BE LOCATED WITHIN THE EFFECTIVE RANGE OF THE QUICK CLOSING VALVE, WITH ACCESS UNLESS THE ARRESTOR IS DESIGNED FOR CONCEALED APPLICATION AND IS APPROVED BY THE BUILDING DEPARTMENT. PRECISION PLUMBING PRODUCTS, JOSAM OR SOUIX CHIEF ARE ACCEPTABLE SUPPLIERS. 19. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 20. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. 21. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 22. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 23. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTERS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 24. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEAN OUT PLUG OR ACCESS PANEL FOR ALL WALL CLEAN OUTS 25. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 26. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 27. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. 28. ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH 1/2" THICK ARMAFLEX INSULATION. ALL CONDENSATE PIPING SHALL BE PROVIDED AND INSTALLED BY THE PLUMBING CONTRACTOR, EXCEPT FOR THE FINAL CONNECTIONS (INCLUDING THE TRAP). THE FINAL CONNECTIONS (INCLUDING TRAP) AND ALL PIPING ON ROOFTOPS SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. COORDINATE FINAL EQUIPMENT LOCATIONS WITH MECHANICAL CONTRACTOR. 29. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 30. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR ALL HOT WATER SUPPLY PIPING AND CIRCULATING HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX INSULATION. 31. THE WATER SUPPLY CONNECTION TO COFFEE MACHINES AND NONCARBONATED BEVERAGE DISPENSERS SHALL BE PROTECTED AGAINST BACKFLOW BY A BACKFLOW PREVENTER CONFORMING TO ASSE 1022 OR BY AN AIR GAP. 32. ALL FLOOR DRAINS NOT OTHERWISE PRIMED WITH INDIRECT WASTE SHALL BE PRIMED FROM THE NEAREST DOMESTIC WATER FIXTURE. REFERENCE FLOOR DRAIN PRIMING DETAIL. 33. DRYWELL LOCATIONS INDICATED ON THE CONSTRUCTION DOCUMENTS ARE APPROXIMATE. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT AND THE CIVIL ENGINEER PRIOR TO PLACEMENT AS REQUIRED. 34. PLUMBING CONTRACTOR SHALL PROVIDE ENGINEER WITH AS -BUILT DRAWINGS UPON COMPLETION. 35. CONTRACTOR SHALL SUBMIT FOR APPROVAL (BEFORE ORDERING OR INSTALLING SUCH UNITS) TO THE MECHANICAL ENGINEER A TYPED LIST OF ALL BACKFLOW PREVENTERS TO BE USED FOR PROJECT. 36. ALL PUBLIC HAND -WASHING SINKS SHALL RECEIVE TEMPERED WATER THROUGH AN APPROVED TEMPERATURE LIMITING DEVICE THAT CONFORMS WITH ASSE 1070. 37. INDIVIDUAL SHOWER AND TUB -SHOWER COMBINATION VALVES SHALL BE BALANCED -PRESSURE, THERMOSTATIC OR COMBINATION BALANCED-PRESSURE/THERMOSTATIC VALVES THAT CONFORM TO THE REQUIREMENTS OF ASSE 1016 OR ASSE Al12.18.1/CSA B125.1 AND SHALL BE INSTALLED AT THE POINT OF USE 38. TEMPERATURE -ACTUATED MIXING VALVES, WHICH ARE INSTALLED TO REDUCE WATER TEMPERATURES TO DEFINED LIMITS, SHALL COMPLY WITH ASSE 1017. �r On X"O SAN -1 SANITARY DRAIN X"O VNT --- - SANITARY VENT X"O GW GREASE WASTE DRAIN X"O STM STORM WATER DRAIN X"O COND CONDENSATE DRAIN X"O CW COLD WATER SUPPLY PIPE X"O HW HOT WATER SUPPLY PIPE X"O H W R HOT WATER RECIRCULATION PIPE X"O HW 140 - - -- 140°F HOT WATER SUPPLY PIPE EXISTING PIPE -- - --- DEMOLISHED PIPE -� WATER SUPPLY PIPE WITH CAPPED END C DOMESTIC WATER DOWN ® DOMESTIC WATER UP FULL -OPEN VALVE EIS FULL -OPEN VALVE W/ ACCESS DOOR CONNECT TO EXISTING AT THIS LOCATION POINT OF DEMO NOTE: NOT ALL SYMBOLS MAY APPLY TO PLANS IT r CIVILNOTE: AAV AIR ADMITTANCE VALVE ACW AUTOMATIC CLOTHES WASHER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE CI CAST IRON CFU COLD WATER SUPPLY FIXTURE UNIT CO CLEANOUT COND CONDENSATE CTG CLEANOUT TO GRADE CM COFFEE MAKER CW COLD WATER DFU DRAINAGE FIXTURE UNIT DW DISHWASHER EFD EMERGENCY FLOOR DRAIN EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EX EXISTING FCO FLOOR CLEAN OUT FD FLOOR DRAIN FF FINISHED FLOOR FLR FLOOR GWH GAS WATER HEATER HB HOSE BIBB 1. ALL STORM DRAIN CONNECTIONS ARE SHOWN ON THE SITE / CIVIL DRAWINGS. ALL LOCATIONS OF NEW & EXISTING PIPE ARE APPROXIMATE, COORDINATE UNDER GROUND UTILITIES WITH CIVIL'S DRAWINGS AND UTILITY COMPANY. 2. THE INVERT ELEVATIONS OF DRAINAGE PIPING LEAVING THE BUILDING ARE APPROXIMATE AND MAY VARY DEPENDING ON FIELD CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH CIVIL AS REQUIRED TO ASSURE THAT A CONNECTION TO THE SANITARY SEWER SYSTEM CAN BE COMPLETED. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER IN WRITING PRIOR TO COMMENCEMENT OF THE GROUND ROUGH. HC HANDICAP HFU HOT WATER SUPPLY FIXTURE UNIT HW HOT WATER HWR HOT WATER RECIRC. IE INVERT ELEVATION LAV LAVATORY NTS NOT TO SCALE OD ROOF OVERFLOW DRAIN RD ROOF DRAIN RE RELOCATE EXISTING REF REFERENCE REF REFRIGERATOR RO REVERSE OSMOSIS SK SINK SH SHOWER SST STAINLESS STEEL TFU TOTAL WATER SUPPLY FIXTURE UNIT TUB/SH BATH TUB W/ SHOWER HEAD UR URINAL VTR VENT TO ROOF INC WATER CLOSET WCO WALL CLEANOUT NOTE: NOT ALL ABBREVIATIONS MAY APPLY TO PLANS Call 48 hours before you dig It's the Law! 1®800--432®-4770 Sunshine State One Call of Florida, Inc. PLUMBING SHEET INDEX P-001 PLUMBING NOTES, LEGENDS AND INDEX P-100 PLUMBING KEY PLAN P-101 SANITARY FLOOR PLAN P-201 DOMESTIC FLOOR PLAN P-301 SANITARY ISOMETRIC PLAN P-401 DOMESTIC WATER ISOMETRIC PLAN P-501 STORM ROOF PLAN P-601 CONDENSTAE FLOOR PLAN P-602 CONDENSATE ISOMETRIC PLAN P-701 PLUMBING SCHEDULES AND DETAILS ,APPLICABLE BUILDING CODES FLORIDA BUILDING CODE, 6TH EDITION (2017) FLORIDA BUILDING CODE PLUMBING, 6TH EDITION (2017) FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017) MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES IN THEIR LATEST REVISIONS. CONTRACTOR SHALL COORDINATE SPECIFIC REQUIREMENTS OF EQUIPMENT WITH MANUFACTURER SHOP DRAWINGS. ALL EQUIPMENT SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. C 0 C2 - Q) 0 QJ 0 0 r- Nelson Blankenship, AIA ..N V.` � �ro H Ung+ v C/1 ° U z �U®�� C:�na r� o E; 7d y X W c� uj w -a . w o v� W U _O o 0 r z U) ZD 0 ZD z LU W oLU DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER P-001 LDATE118 4 i I I I j i i t ..,....w.w.w.._...M.......".....,.._..."._".....,...".....,.,_....._."_.._.."____,".._,... _r• ."...,..,.r_.•�_�'._..X_� .....ww.._.._..,_,.,__..._........._."_,...._..,...,._..,.,_..">~...:i�.i...r..�.r..... . .... w..r._.r_.."X_..,.x.. .»._-..r>..s� ..�_ _ ......w ................ �y_ �,'.2.:.,..,,,ww.___.._..�._,,.__........_,._...,_..._...,...a�,._.,.... _s'.....,.L_�.. .. ...._ _ ... _.. w�. _w ._. _. .,.___.__......,". u. _"..........�. ._ _ asY _. t ........ ......... y...". "..t .. 4 ..... ......... .. � ? :.._ .,.�._. ,......,......._:. , Y ,., .. .. _ ..,, ......... a....,, r Si. "__._..____..__.._x __,....._ ...,_.._... _._.. _..__.... _ ,_....._..._._�...�.....,.... _..,.._.. ._.. .._._...... __.. ...._.._<.. .. .. _._.... _. ..x..rA .., .. _... Ir , E y r / r.a Y / r E e \\ x• =x x Ir`a�"L�y�:r�.��7111 pr :>.r9 li x si L F jj i t LZ .arl [All S�jj 1 { Xt 3 yl j 1 } z I ..........._ . 3 1 � i ;= 3q ,.� 4 I x Ki l r3 _ZrM Z2 € =ji x _ E p. I3 E iE F 3 [[(( \.\ �4 ✓rte ~ � � i 3 i } y' f jj �x i JJ i a ui tx . _x Ir ;,t,.�,. w, > Y Y>Y XY' i' .Y .F, JY ,Yf .,Y ._ _..._._.._..___...,....rr.,,�.r.<..�..,_,rzxzxa_.r.....�✓s,�ar<....�.�.,,.r..�a.� �.a, _.�..._. =_u..� _a.�z�.��r,�_><.._.:. _.z,_ z ...."_":."z._, :: _,..w.�m :...._.._: ... ._ .,... _ ....._ . ._ . . ...::..::.: ..:._.;:..."":.:yap ..,,...�_.:..:,. .... .:,".w_."::_..,: _,.�?"?s.w� '"�':::�:.,::. „•"...:. "._.-'� E\..:.."......,."........,w,.,,;:".;,......._� "..,........."__...rte v, x ....,.".. _...._.. ',"_,.,_ , ..........._ �__,w,._,.,....,,.._..................m_..._.�..www__...,..w,"._,....„._._,.,."..._._._,......_.,_._,_w_._.�_.,.___.._,w._._..w._...._.w......._.w_,._.____.,,,..___,..,._.__..._....._._,.w._,,.._.,...._...,_,....�,_......._,._..._____,,.. _...._,,,__"._..,_,.___,_.__,..._...,...,._�,__,.,_.._,..._..,......_�. j; £ 3 3�g tee..,..... ®...._..S" \t _.,.w..._ e _ q,.. �.. .,.., .... j t[t I f PLUMBING KEY PLAN SCALE: 1/8" = V-0° 0 0 Q U v7 U 0 Nelson Blankenship, AI_A Q U = 5 m V1 °- z U m •�= W ® rr FSI v n 0 V � 1�1 � Vi � •f J Q � COO f` z � M DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER P®1 00 DATE 10-18-18 , i , i t , AA•, MINE 004 SCALE: 3/16" = 1'-0" MATE, REFER CIVIL PLANS) DOMESTIC FLOOR PLAN SCALE: 3/16" = 1'-0" i za LT 2 2 O LTA �P� I� tic,I �vL u-. O � C u-, PLT 2 r - P `L i a (I-5c'sh- �` I I 7 GLC` LT J J G G� J lL yL�CF �L J \L O / A ✓ S� GrG�'Fr� �� 2 F yti i 2C !y SANITARY ISOMETRIC PLAN N.T.S ••,,eeeeeeeee ,.• G . R1 �••, No. 31932 CONSULTING ENGINEERS STRUCTURAL I MECHANICAL I ELECLRICAL i PLUMBING I FIRE PROTECTION ROBERT DAVENPORT P.E. e p ww4v.rgdengrineersxOm FLORIDA P.E. NO. 31932 a:• STATE OF �.�� MADE IN THE USA MECHANICAL ENGINEER °®°°�s•' �� OR 1 �P.••�,�''s� 4901 vtNELAND RD #335, ottLAi�'Do, FL 3281 t (407) 545-6630 CERT OF AUTH 5454 A®s N^•'an.+•°'`� •,�• These Drawings are \TOT VALID for any purpose which requires the original_ DATE 10.23.2018 •®�.0' ;Ae,,1•••® Draw ngs andnature seal s signed the de1scaledr by unlessthe teng neer originalsignature notbe ld seal are submitted to any authority or used For any purpose where signed and sealed documents are required. 1 m c 0 a� Q) CLS Q Q) rte`. LU E :E 4 4 czCi3 i Nelson Blankenship, AIA a� ery �ra� ►+q V1 a ""'I 7, f O � [tee✓) '' U a Z PQ P n U ® <Q. Pq 'S J i z w 'd w U O 2i w o r l 7VV� i -i Q W H Q Z � M DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER P-301 DATE 10-18-18 co ti ti c/�/`Achy T DOMESTIC WATER ISOMETRIC PLAN \ 'o �o �2 F29 `T O G,pT N.T.S 0 E 0 cn Q) r) Q) rr a E 0 U C U 2 Nelson Blankenship, AIA .,.,,t P-, GO ~ � x a �q U cn � V1 0 (� W wzr U//®<a a pal r u � � b z w ME OF -1 O Oct Q fTl O CD F-�-� C/1 z M U DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER P-401 DATE 10-18-18 STORM DR/ -AIV SI DRAINAGE AREA HORIZONTAL AREA (ftZ) -ZING VERTICAL WALLS TOTAL HORIZONTALLY PROJECTED ROOF AREA (ftZ) DRAIN DIAMETER (IN) WALL AREA (ft) EFFECTIVE AREA (ftz) A 1952.89 E 130 65 2239.14 6" W 60 30 N 382.5 191.25 B 1842.74 E0 65 1932.74 6" C 1777.23 1867.23 EVV 50 65 6 " D 1787.92 65 1877.92 6" W 50 E 1787.92 65 1877.92 6 " W 500 25 F 1787.92 E 130 65 1877.92 6" W 50 25 G 1787.92 E 130 65 1877.92 6" 50 25 H 1787.92 1 W 0 65 1877.92 6" 1787.92 E 130 65 1877.92 6" W 50 J 1787.92 W 50 65 1877.92 6" K 1733.91 E 130 65 2000.16 6" W 50 25 S 352.5 176.25 Rainfall Rate = 5 inches per hour Drains are sized for horizontal piping with a 1 -percent slope. The effective area contributed by vertical walls is equal to half the area of the wall. 6"0 DOWNSPOUT 6"0 DOWNSPOUT 6"0 DOWNSPOUT 6"0 DOWNSPOUT 6"0 DOWNSPOUT 6"0 DOWNSPOUT 6"0 DOWNSPOUT 6"0 DOWNSPOUT 6"0 DOWNSPOUT 6"0 DOWNSPOUT 6"0 DOWNSPOUT 6"0 DOWNSPOUT DRAIN TO GRADE DRAIN TO GRADE DRAIN TO GRADE DRAIN TO GRADE DRAIN TO GRADE DRAIN TO GRADE DRAIN TO GRADE DRAIN TO GRADE DRAIN TO GRADE DRAIN TO GRADE DRAIN TO GRADE DRAIN TO GRADE _____...._.--..._....... ._._........ ........ ....... m. ............... .__ __... . . ......... _.r_._ _.._. __.... _. ___ _.___.r..._..._.. _._.._.._...._._.___._ _..._._...__._ .__._.__...____._......__ .........._ _.__. _.__.__.._____.._ _ __...____._..._.._.......__......_ "M,82 mom Ii �l �l I I I I I I ROOF AREA DI INS TO STORM WATER ROOF AREA DRAINS TO STORM WATJR ROOF AREA DRAINS TO ST M WATER GUTTER AND OWNSPOUTS SYSTEM. GUTTER AND DOWNSPOUTS SYSTE GUTTER AND DOWNSPOUT' SYSTEM. I I i REF ARCH PINS FOR PLACEMENT. I I REF ARCH PLANS FOR PLACEMENT REF ARCH PLANS FOR PLTEMENT. I I I I I I I I ! l I I I I I I I ! I I I ! I I I I I I I I E Y�O Aff ROOF AREA DRAINS TO STORM ATER ROOF AREA DRINS TO STORM WATERGUTTER AND DOWNSPOUTS SYSTEM. GUTTER AND WNSPOUTS SYSTEM. REF ARCH PLANS FOR PLACE ENT. AREA DRAINS TO STORM WATEREF ARCH PL NS FOR PLACEMENT. ER AND DOWNSPOUTS SYSTE II I I I I I REF ARCH PLANS FOR PLACEMENT. I i I I ! ! I I I I I I I I I I� 3 i -1011100 _ I � ®v4u�e.d�a o QJ a '• � • DH G1 ---.®.�._w ®4g; No. 31932 C O N S U LT I N G EN :�- • • STRUCTURAL I MECHANICAL I ELECTRICAL I PLUM 1STORM o0®®��•••° F� _ -�• MADE I NTHiEUSALSTATE OFwwwden in om ��®������� 4901 VLVELA\D RD 35, ORLA\DO, FL 3 SCALE: 1/8 - -0' 0-Rt9P-\• 7 -14. __...:- --- 1-1 ,,, r - - - I CNDENSTAE FLOOR PLAN SCALE: 3/16" = V-0" 1 [D c 0 Q U U) Q) Q) C� 0 l� E Q c) c:O Nelson Blankenship, AIA VS91 �Y5 r, o V VI-�1 H J Pq ® �� n <� r� H Q J � � U �w o i Lu ~ 2 z m w z 1 o U V M z DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER P-602 DATE 10-18-18 yOF TO 2 9y Y G �O G S -1 yam ]O O yob ]O ' �G 1 90F �O CONDENSATE ISOMETRIC FLAN N.T.S G . D.A RGD �.� ® ) ••O 0 ; No. 31932 CONSULTING ENGINEERS ® • + e a : STRUCTURAL I NiECHANICAL I ELECTRICAL I PLUMBING I FIRE PROTECTION ROBERT DAVENPORT P.E. (V o STATE OF o wwwzgcicngineers'com MADE IN THE USA FLORIDA P.E. N0.31932 • .��/ 1��°• �� QP •'•\`'�►® o •• OR 1 49ot VhNELAND RD #335, ORLANDO, FL 3281 t (407) S43-6630 MECHANICAL ENGINEER CERT OF AUTH 5454 S •• ( ♦s.� %' • e•nu • • •'` These Drawings are NOT VALID For any purpose which requires the original DATE 10.23.2018 0 ° signature Draw ngs andseals signed tande1sealedl by unless the teng neer shall notsignature submitted to affixed. beand y authority or used for any purpose where signed and sealed documents are required. [D c 0 Q U U) Q) Q) C� 0 l� E Q c) c:O Nelson Blankenship, AIA VS91 �Y5 r, o V VI-�1 H J Pq ® �� n <� r� H Q J � � U �w o i Lu ~ 2 z m w z 1 o U V M z DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER P-602 DATE 10-18-18 SANITARY DEMAND (BASED ON FBC 6TH EDITION (2017) PLUMBING, TABLE 709.1) DESCRIPTION ITEM # DFU EA. TOTAL DFU DRINKING FOUNTAIN TRIM / ACCESSORIES 1 0.5 0.5 EMERGENCY FLOOR DRAIN EZSTL8C TWO STATION ELECTRIC WATER 6 0 0.0 FLOOR DRAIN COLD 0 2 0.0 JANITOR SINK TOTAL 1 2 2.0 KITCHEN SINK, DOMESTIC KOHLER 2 2 4.0 LAVATORY 0.25 10 1 10.0 SHOWER (s 5.7 GPM) PHASE 2 2 4.0 URINAL (<_ 1 GAL/FLUSH) 2.25 3 2 6.0 WATER CLOSET, PUBLIC (<_ 1.6 GPF) 3.00 8 4 32.0 TOTAL= MAXIMUM ALLOWABLE BUILDING DRAIN SIZE @ 1/8" / FT: FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, TABLE 710.1(1)) 3"=36 FU 4"=180 FU 6"=700 FU 58.5 PLUMBING I UL MARK ITEM MANUFACTURER MODEL STRAINER HEAD NOTES TRIM / ACCESSORIES NOTES DOMESTIC WATER DEMAND PER TABLE E103.3(2), FBC 6TH EDITION (2017) -PLUMBING ELECTRICAL GENERAL EZSTL8C TWO STATION ELECTRIC WATER EFD-1 FLOOR DRAIN DESCRIPTION QTY COLD HOT TOTAL WSFU 1. COORDINATE FINISH WITH THE ARCHITECTAND/OR OWNER. EACH TOTAL EACH TOTAL EACH TOTAL KOHLER DRINKING FOUNTAIN 34" 1 0.25 0.25 - - 0.25 0.25 PHASE JANITOR SINK 1 2.25 2.25 2.25 2.25 3.0 3.00 3/4" 4.5 KITCHEN HAND SINK 27 GPH @ 70°F 2 1.5 0.00 1.5 0.00 2.0 4.00 1. LAVATORY (PUBLIC) 10 1.5 15.00 1.5 15.00 2.0 20.00 FLOOR -MOUNT K -4731-C-0 STRONGHOLD OPEN -FRONT SEAT SHOWER HEAD (PUBLIC) HEAT STRIPS SHALL BE WIRED FOR SIMULTANEOUS OPERATION. 2 3.0 6.00 3.0 6.00 4.0 8.00 JSK-1 JANITOR'S SINK URINAL (3/4" FLUSH VALVE) MSB2424 MOP SERVICE BASIN 3 5.0 15.00 - - 5.0 15.00 K-2202 BROOKLINE DROP-IN BATHROOM SINK COUNTER HEIGHT WATER CLOSET (FLUSH TANK, PUBLIC) 8 5.0 40.00 - - 5.0 40.00 HANDLES TOTAL SK -1 - - 78.50 - 23.25 - 90.25 VELOCITY 6FT/SEC MAX DEMAND FLOW= HANDLES; LKAD18 CHROME GRID STRAINER W/ LKADOS OFFSET TAILPIECE SK -2 SINK ELKAY LRAD2222 LUSTERTONE SINGLE BOWL SINK; COUNTER HEIGHT PLUMBING I UL MARK ITEM MANUFACTURER MODEL STRAINER HEAD NOTES TRIM / ACCESSORIES NOTES HEATER ELECTRICAL GENERAL EZSTL8C TWO STATION ELECTRIC WATER EFD-1 FLOOR DRAIN ZURN ZN415SZ 5" 1, 2, 3 NOTES: 1. COORDINATE FINISH WITH THE ARCHITECTAND/OR OWNER. 2. PROVIDE A TRAP PRIMER CONNECTION FROM THE FACTORY. 3. COORDINATE SPECIFIC DRAIN OUTLET SIZE & CONNECTION TYPE WITH CONNECTED PIPE. REFERENCE PLANS FOR DRAIN PIPE DIMENSIONS. PROVIDE TRANSITIONS AS REQUIRED. SHIPPING DIMENSIONS (IN) NOTES KOHLER K-1724 CHESAPEAKE WALL -MOUNT LAVATORY; 34" WALL -MOUNT (GAL) (I N) (I N) RISE (°F) PHASE WEIGHT (LBS) HCSH-1 ADA SHOWER KOHLER LOCHINVAR ESJ040KD 40 1 3/4" 3/4" 4.5 ADA URINAL 27 GPH @ 70°F 208V / 1 Q - 125 24 O X 32.25 H 1,2,3,4 NOTES: 1. COORDINATE FINAL INSTALLED LOCATION WITH OWNER. 2. FACTORY SET AMBIENT TEMPERATURE SHALL BE 110°. ADA WATER KOHLER 3. MOUNT WATER HEATER IN CEILING CAVITY OF AREA SERVED. FLOOR -MOUNT K -4731-C-0 STRONGHOLD OPEN -FRONT SEAT 4. HEAT STRIPS SHALL BE WIRED FOR SIMULTANEOUS OPERATION. CLOSET 41.1 GPM DEMAND FLOW PER TABLE E103.3(3), FBC 6TH EDITION (2017) -PLUMBING SERVICE LINE SIZE = 2 "O PLUMBING I UL MARK ITEM MANUFACTURER MODEL STRAINER HEAD NOTES TRIM / ACCESSORIES NOTES HEATER ELECTRICAL GENERAL EZSTL8C TWO STATION ELECTRIC WATER EFD-1 FLOOR DRAIN ZURN ZN415SZ 5" 1, 2, 3 NOTES: 1. COORDINATE FINISH WITH THE ARCHITECTAND/OR OWNER. 2. PROVIDE A TRAP PRIMER CONNECTION FROM THE FACTORY. 3. COORDINATE SPECIFIC DRAIN OUTLET SIZE & CONNECTION TYPE WITH CONNECTED PIPE. REFERENCE PLANS FOR DRAIN PIPE DIMENSIONS. PROVIDE TRANSITIONS AS REQUIRED. THERMOSTATIC 110°HWR TO MIXING VALVE EQUAL FIXTURES TO LEONARD TM -26 -LF ®. T HEAT TRAP MIN 24" I• U -A®HWR _ ® ®HWR C PRESS. &TEMP. RELIEF `- VALVE "O CU DRAIN PIPE EWH INTO PAN 00 HOLDRITE QUICKSTAND"-! .. 50-S W H P -W re LAVATORY OR SINK, ADJUST HT AS REQUIRED TO MEET HANDICAPPED REQUIREMENTS 2 -PIECE P -TRAP CLEANOUT. TYP FOR ALL SINKS AND LAVS TO DISCHARGE PLUMBING IT E SCHEDULE ELECTRIC WAT T- SCHEDULE UL DESCRIPTION SELECTION PIPING TRIM / ACCESSORIES NOTES HEATER ELECTRICAL GENERAL EZSTL8C TWO STATION ELECTRIC WATER MARK MANUFACTURER MODEL CAPACITY INLET OUTLET kW COOLER FLOW / TEMP. VOLTAGE/ AMPS SHIPPING DIMENSIONS (IN) NOTES KOHLER K-1724 CHESAPEAKE WALL -MOUNT LAVATORY; 34" WALL -MOUNT (GAL) (I N) (I N) RISE (°F) PHASE WEIGHT (LBS) HCSH-1 ADA SHOWER KOHLER LOCHINVAR ESJ040KD 40 1 3/4" 3/4" 4.5 ADA URINAL 27 GPH @ 70°F 208V / 1 Q - 125 24 O X 32.25 H 1,2,3,4 NOTES: 1. COORDINATE FINAL INSTALLED LOCATION WITH OWNER. 2. FACTORY SET AMBIENT TEMPERATURE SHALL BE 110°. ADA WATER KOHLER 3. MOUNT WATER HEATER IN CEILING CAVITY OF AREA SERVED. FLOOR -MOUNT K -4731-C-0 STRONGHOLD OPEN -FRONT SEAT 4. HEAT STRIPS SHALL BE WIRED FOR SIMULTANEOUS OPERATION. CLOSET TANK; ADA COMPLIANT; 1.6 GAL / FLUSH ACCEPTED ALTERNATE MANUFACTURERS: STIEBEL ELTRON, CHRONOMITE, RHEEM, BRADFORD WHITE THERMOSTATIC 110°HWR TO MIXING VALVE EQUAL FIXTURES TO LEONARD TM -26 -LF ®. T HEAT TRAP MIN 24" I• U -A®HWR _ ® ®HWR C PRESS. &TEMP. RELIEF `- VALVE "O CU DRAIN PIPE EWH INTO PAN 00 HOLDRITE QUICKSTAND"-! .. 50-S W H P -W re LAVATORY OR SINK, ADJUST HT AS REQUIRED TO MEET HANDICAPPED REQUIREMENTS 2 -PIECE P -TRAP CLEANOUT. TYP FOR ALL SINKS AND LAVS TO DISCHARGE PLUMBING IT E SCHEDULE MARK ITEM MANUFACTURER DESCRIPTION RIM HEIGHT (AFF) MOUNTING TRIM / ACCESSORIES NOTES HCEWC-1 ELECTRIC ELKAY EZSTL8C TWO STATION ELECTRIC WATER PER ARCH WALL MOUNTED - 1,2,3,4 FLOOR TO WATER COOLER COOLER ELEVATIONS TRAP PRIME DETAIL HCLAV-1 ADA LAVATORY KOHLER K-1724 CHESAPEAKE WALL -MOUNT LAVATORY; 34" WALL -MOUNT K-15265-4 CORALAIS WIDESPREAD LAVATORY FAUCET WITH ADA COMPLIANT 1,2,3,4 ADA COMPLIANT LEVER HANDLES HCSH-1 ADA SHOWER KOHLER K-98362 AWAKEN B90 SLIDEBAR KIT - WALL -MOUNT K -T15621 CORALAIS VALVE TRIM WITH LEVER HANDLE 112,3,4 HCUR-1 ADA URINAL KOHLER K -4904 -ET BARDON HIGH -EFFICIENCY URINAL; 17" WALL -MOUNT K-10960 TOUCHLESS DC FLUSHOMETER (1.0 GAL / FLUSH) 1,2,3,4 ADA COMPLIANT HCWC-1 ADA WATER KOHLER K-3493 HIGHLINE ELONGATED BOWL; FLUSH 17-1/8" FLOOR -MOUNT K -4731-C-0 STRONGHOLD OPEN -FRONT SEAT 1,2,3 CLOSET TANK; ADA COMPLIANT; 1.6 GAL / FLUSH JSK-1 JANITOR'S SINK FIAT MSB2424 MOP SERVICE BASIN 10" FLOOR -MOUNT 830 -AA SERVICE -SINK FAUCET; 832 -AA HOSE & HOSE BRACKET 1,2 LAV -1 LAVATORY KOHLER K-2202 BROOKLINE DROP-IN BATHROOM SINK COUNTER HEIGHT DROP-IN K-15240-4 CORALAIS CENTERSET BATHROOM SINK FAUCET WITH LEVER 1,2 HANDLES SK -1 SINK ELKAY LRAD3321 GOURMET DOUBLE BOWL SINK; 3- COUNTER HEIGHT DROP-IN ELKAY LKD2432BH HI -ARC DUAL HANDLE KITCHEN FAUCET W/ 4" BLADE 1,2 HOLE; ADA COMPLIANT; 6-1/2" DEPTH HANDLES; LKAD18 CHROME GRID STRAINER W/ LKADOS OFFSET TAILPIECE SK -2 SINK ELKAY LRAD2222 LUSTERTONE SINGLE BOWL SINK; COUNTER HEIGHT DROP-IN ELKAY LKD2432BH HI -ARC DUAL HANDLE KITCHEN FAUCET W/ 4" BLADE 1,2 ADA COMPLIANT; 6-1/2" DEPTH; 18GA SST HANDLES; LKAD18 CHROME GRID STRAINER W/ LKADOS OFFSET TAILPIECE WC -1 WATER CLOSET KOHLER K-3493 HIGHLINE ELONGATED BOWL; FLUSH 17-1/8" FLOOR -MOUNT K-4650 LUSTRA OPEN -FRONT SEAT 1,2 TANK; 1.6 GAL/ FLUSH NOTES: 1. MAKE, MODEL, AND COLOR OF FIXTURE AND TRIM SHALL BE SPECIFIED BY THE ARCHITECT. 2. VERIFY FIXTURE DIMENSIONS & MOUNTING HEIGHTS WITH ARCHITECTS PLANS & INTERIOR ELEVATIONS. 3. FIXTURE SHALL BE ADA COMPLIANT. VERIFY REQUIRED MOUNTING HEIGHT & ACCESSIBILITY CLEARANCES WITH LOCAL CODES BEFORE INSTALLING FIXTURE. 4. CONTRACTOR SHALL VERIFY THAT WALL -MOUNTED FIXTURE AND CARRIER HAS ADEQUATE WALL CLEARANCE. COORDINATE WITH ARCHITECTURAL WALL SECTIONS. 5. PROVIDE KOHLER 1131881 HARDWARE KIT FOR COUNTERTOPS WITH 2-1/2" THICKNESS OR LESS. CHECK VALVE BYPASS BALANCING VALVE "A" BALANCING VALVE INSTRUCTIONS: 1. THERMOSTATIC MIXING VALVE DOES NOT OPERATE WHEN NO HOT WATER WATTS FLOODSAFE IS BEING DRAWN FROM THE SYSTEM. WATER DETECTOR SHUTOFF 2. TEMPERATURE CONTROL IN THE RECIRC LOOP IS ACCOMPLISHED WITH SHUTOFF THE BALANCING VALVES. VALVES TO BE FULLY OPENED UPON SYSTEM SETUP AND CALIBRATED DEPENDENT UPON OWNER NEEDS. CLOSE VALVE ® ®COLD WATER "A" IF THE HOT WATER IS SPIKING TOO HIGH, CLOSE VALVE "B" IF THE HOT WATER IS TOO COOL. THERMAL EXPANSION / TANK EQUAL TO AMTROL ST -5 t NOTE: ems---- \ HOT WATER SUPPLY LINES SHALL -4HWR / \ BE INSULATED THROUGHOUT WITH ASHRAE APPROVED PLENUM AQUASTAT / \ RATED INSULATION MAT'L WITH A CLOCK TIMER. BALL VALVE MINIMUM 1/2" THICK. (EXCEPT ACO MODEL 563. \ WHEN PIPE DROPS IN WALL.). *HEAT TRAPS NOT REQUIRED T BYPASS BALANCING I WHERE PROVIDED B`( TANK MFR. � -- VALVE "B" HWR HEAT ' INSTALL IN ACCORDANCE V/ITH LOCAL CODES. TRAPS* BALL VALVE LINE TEMPERATURE HOSE BIB TACO 0013-SF3 CONTROL -- WATER CHECK VALVE VARIABLE SPEED L CIRCULATING DETECTOR \ HOT WATER RECIRC. 120V AC PUMP PAD PUMP (TYP) L2 (115 V, 1/6 HP) (NEUTRAL) CIRCULATING PUMP WIRING DIAGRAM EWH MOUNTING 1 PIPING \1/2"O COLD AND/OR HOT WATER SUPPLY WALL AS INDICATED ON PLAN STOP VALVE W/ESCUTCHEON TYPICAL L V L&V\ ' • TO VENTP-701 N.T.S WALL LAVATORY OR SINK SHUT-OFF VALVES TO BE BRACED TO WALL 2 -PIECE SCOLD P -TRAP WATER SUPPLY FIN. FLOOR DRAIN W/ TRAP FLOOR TRAP PRIMER TAP PRIMER CONNECTON VALVE SLOPE 1/2" CW LINE BELOW NOTE: TRAP PRIMER VALVE TO FLOOR TO BE JOSAM 88250 OR EQUAL BY ZURN, WADE OR SMITH. TRAP PRIME DETAIL 3 N.T.S c 0 Q U m DRAWING NUMBER DATE 10-18-18 tip GENERAL NOTES (1) All fire sprinkler works to be installed by a fire sprinkler contractor certified in the state of,Florida. (2) All workmanship and materials shall be in strict accordance with NFPA-13 and NFPA-24 and the applicable local codes, rules and ordinances. (3) Sprinkler system layout documents shall be submitted to the engineer of record for approval prior to construction. They shall include but not limited to the flow test data, backflow and flow switches, riser assembly, drain and test assembly, head locations, cut lengths and hydraulic calculations. (4) The sprinkler contractor shall consider the project as one set of documents. The general contractor shall provide the sprinkler contractor a complete set of documents including all trades prior to bidding and construction. The sprinkler contractor shall coordinate with all other contractors as required and will inform the architect/engineer of any discrepancies or possible conflicts on the documents prior to submitting final bid and commencing any work. The sprinkler contractor shall make himself available for reviewing documents with architect/engineer upon request. (5) The fire sprinkler contractor shall be held to have verified all existing conditions, including site visitation, and review of as built documentation as applicable prior to bidding, ordering, fabrication or installation of any materials or equipment on this project. (6) All work shall be performed by a licensed fire sprinkler contractor in a first class workmanlike manner. The completed system shall be fully operative. All excavation and back fill as required for this phase of construction shall be a part of this contract. (7) Required insurance shall be provided by the fire sprinkler contractor for protection against public liability and property damage for the duration of the work. (8) Fire sprinkler contractor shall secure and pay for all permits, fees, inspections, and tests. Fire sprinkler contractor to obtain permit and approved submittals prior to beginning work or ordering equipment. Fire sprinkler contractor must be present for all inspections of his work by regulatory authorities. (9) Drawings are diagrammatic in nature and are to be read in conjunction with architectural, mechanical, electrical, plumbing, and structural drawings and are considered to be one set of documents. Do not scale for the exact location of fixtures, piping, equipment, etc. (10) Fire sprinkler contractor shall submit for approval a digital copy of the manufacturer's drawings for each piece of equipment included in contract. All material shall be new of U.S manufacturer of good quality. All work shall be performed in a workmanlike manner by skilled tradesmen. (11) All work shall be coordinated with other trades to avoid interference with the progress of construction. Report any discrepancy to engineer/architect prior to beginning construction. (12) As applicable the contractor is responsible for maintaining and supporting functionality of fire sprinkler systems in un -remodeled areas during construction and installation (13) The underground contractor shall coordinate the location of the DDC, FDC, and PIV with the civil engineer as required. SPRINKLER LAYOUT DOCUMENTS 61G15-32.003 (1) The contractor shall provide system layout documents for a wet pipe fire protection system consistent with the requirements of NFPA 13-2013. (2) The documents shall include head layouts, pipe cut lengths, hydraulic calculations, catalog information on standard products, and other construction data that provides detail on the location of risers, cross mains, branch lines, sprinkler heads, sizing of pipe, and hanger locations and also serves as a guide for fabrication and installation of a fire protection system. (3) The hydraulic calculations shall be computer generated using a software equal to "Hydracad " or similar approved software and shall include a summary sheet, graph sheet, a water supply analysis, a node analysis and detail work sheets consistent with the requirements of NFPA 13 section 22.3.5. (4) It is the responsibility of the sprinkler contractor to coordinate the locations of sprinkler heads with regard to architectural features and other similar obstructions. (5) Sprinkler heads in acoustical ceiling tile (ACT) shall be located in the center of the tile. FIRE SPRINKLER SCOPE OF WORK 61G15-32.003 (1) (1) The fire sprinkler scope of work for this project consists of providing a new water based fire sprinkler system for the proposed one floor building. (2) Concealed heads shall be used for all front of house area, semi recessed shall be used for back of house, and upright heads shall be supplied in the attic. (3) Total Square footage of project shall be approximately 19800 ft2. (4) The DDC and FDC are located approximately on the site with the proposed connection point. The Sprinkler contractor shall coordinate final location with civil engineer. 61G15-32.003 (2) (1) The system shall be tested in accordance with the requirements of NFPA-13 and NFPA-24 as applicable. The contractor shall notify the authority having jurisdiction (Fire Department) and the owner (or owner's representative) of the time and date testing will be performed at least 48 hours in advance. (2) The installing contractor shall complete the required acceptance tests. The following certificates shall be completed with all applicable test results: 2.1. NFPA 13, 2013 edition, figure 10.10.1, "Contractor's Material and Test Certificate for Underground Piping." 2.2. NFPA 13, 2013 edition, figure 24.1, "Contractor's Material and Test Certificate for Aboveground Piping." (3) See NFPA 13 2013 edition, System Acceptance, and Chapter 10 section 10.10, Testing and acceptance for details on applicable items. (4) The completed system shall be hydrostatically tested to 200 PSIG for 2 hours with no visible loss of pressure. The pressure shall be measured at the lowest place in the building system. (5) Water flow detecting devices including the associated alarm circuits shall be flow tested through the inspector's test connection and shall result in an audible alarm on the premises within 5 minutes after such flow begins and until such flow stops. (6) All underground piping shall be flushed and tested in accordance with NFPA_24_and chapter 10 of NFPA-13 prior to connection with the building sprinkler system. 61G15-32.003 (5) The structure of the building shall include the weight of the sprinkler system. This shall include a dead load of 5 lbs/sf and a live load of 250 lbs at the point of hanging as per NFPA 13 9.2.1.3.1. The design of the reinforcement shall be prepared by a structural engineer registered in the state of Florida. The reinforcement, if required, shall be shown on the structural construction documents. The structural documents, along with the Fire Sprinkler Shop Drawings, shall be submitted to the mechanical engineer for review prior to installation. Contractor shall coordinate with structural engineer. 61G15-32.003 (7) For requirements for activation control systems, sequence, operating parameters, interlocks, safety related devices, indicators, and alarms, refer to detail #4 in sheet FS -201 and accompanying Fire Alarm drawing set. 61G15-32.004 (2) (a) Point of Service - Reference Sheet FS -201, Detail 1. (b) Applicable NFPA Codes and Standards - Reference Sheet FS -001, Applicable Building Codes block. (c) Classification of Hazard occupancy for each room or area - Reference Sheet FS -101, Occupancy Classifications block and Views 1 & 2. (d) Design approach - Reference sheet FS -101, Design Approach block. (e) Site Water Characteristics - Water supply for this project is an existing 8"0 fire main, located as shown on FS -201, Detail 1. This building is type IIIB. The required flow from the purveyor is 3750 GPM for a duration of 2 hours (reference NFPA-1, 18.4.4.1.1, Table 18.4.5.1.2).The building shall utilize an automatic sprinkler system with quick response heads, allowing the required fire flow to be reduced by 75% but not less than 600 GPM (reference NFPA-1, 18.4.5.2.2). The 75% reduction results in a required minimum flow of at least 937.5 GPM, which is satisfied by the fire flow test data. (f) Flow test data - Fire flow test data for the site indicates 1,160 GPM at 70 PSI static and 59 PSI residual. The flow test is dated 01/22/2018 and performed by Seminole Fire Control and Rescue District). A copy of the document is shown on Sheet FS -02, Detail 2. The location of the tests is shown on Sheet FS -02, Detail 3. (g) Valving and alarm requirements - Reference Sheet FS -201, Detail 4. (h) MIC information - The water purveyor to this project, is a public water supply company. According to the Federal Safe Drinking Water Act, the State of Florida has adopted these standards in Chapter 62-550 of the Florida Administrative Code, which states that all public water supplies shall meet the requirements for acceptable bacterial levels in the supply by following the testing programs and control guidelines developed. In addition, NFPA-13, Supplement 3, "Microbiologically Influenced Corrosion in Fire Sprinkler Systems," discusses that the percentage of corrosion from MIC cannot be numerically defined due to the many other factors that cause corrosion. Though the existence of MIC is well known, based upon the standards set forth by the State of Florida as well as the previous history of this water supply in this area, this engineer identifies this water supply to be of a quality that would not be reasonably expected to lead to MIC. (i) Backflow prevention and metering specifications - Reference Sheet FS -201, Detail 4. (j) Quality and performance specifications of yard and interior fire protection components - All interior fire protection equipment shall conform to NFPA-13 and all underground fire protection equipment shall conform to NFPA-24. All interior and underground fire protection equipment shall be UL or FM listed. (k) Fire pump requirement - There is no fire pump required for this project. (1) Firewater storage tank requirement -There is no storage tank required for this project. ui ol a mcuo-111 angmc-o-111a ,0 (1) All underground piping shall be installed by a FS 633 licensed fire protection contractor. (2) Underground fire sprinkler run piping shall be installed in compliance with NFPA-24. (3) The underground piping shall be hydrostatically tested to 200 PSIG for a period of 2 hours with no visible drop in pressure. (4) The FDC and underground piping shall be similarly tested continuous to the riser. (5) The underground contractor shall provide signed materials and test certificates in compliance with NFPA-24, 2013, fig 10.10.1, "contractors material and test certificate for underground piping." (6) The FDC shall be located not less than 18" or greater than 48" above the adjacent grade. APPLICABLE BUILDING CODES 61G15-32.004 (2) (b) FLORIDA BUILDING CODE - 6TH EDITION 2017 FLORIDA FIRE PREVENTION CODE - 6TH EDITION 2017 NFPA 1, FLORIDA 2015 EDITION NFPA 13, 2013 EDITION NFPA 24, 2013 EDITION NFPA 101, FLORIDA 2015 EDITION Call 48 hours before you Glib It's the Lam. c Sunshine State One Call of Florida, In FIRE SPRINKLER SHEET INDEX FS -001 FIRE SPRINKLER NOTES AND LEGENDS y , FS -201 t 1A Sgt.. c Sunshine State One Call of Florida, In FIRE SPRINKLER SHEET INDEX FS -001 FIRE SPRINKLER NOTES AND LEGENDS FS -101 FIRE SPRINKLER OCCUPANCY HAZARD ZONE MAPS FS -201 FIRE SPRINKLER SITE PLAN AND DETAILS i i� �,� .,3 d a �Y g — —._—�Ah jug 111giffel TEST & DRAIN GRADE 1. THE VIEW ABOVE IS PROVIDED TO SHOW THE CONNECTION POINT FOR THE FIRE SPRINKLER SYSTEM AS REQUIRED BY 61 G 15-32.004 (2) (e). 2. IT HAS BEEN EXTRACTED FROM THE THE CIVIL PLANS PREPARED BY CPH CORP. LOCATED AT 500 WEST FULTON STREET, SANFORD, FL 32771. 3. THE INFORMATION IS PROVIDED FOR REFERENCE ONLY. THE FIRE PLAN REVIEWER IS ENCOURAGED TO REVIEW THE CIVIL PLANS FOR THIS PROJECT DIRECTLY. CHECK VALVE BUTTERFLY VAVLE FROM DDC TO SYSTEM 1. INDICATING VALVE WITH TAMPER SWITCH 2. PRESSURE GAUGE 3. WATER FLOW SWITCH 4. TEST VALVE 5. SIGHT GLASS I6. UNION GIVING FLOW EQUIVALENT TO SMALLEST SPRINKLER 7. SECTIONAL DRAIN VALVE f 21x2�x4" FDC COORDINATE LOCATION WITH CIVIL ENGINEER CHECK VALVE 48" DETECTOR CHECK ASSEMBLY TAMPER SWITCH CHECK VALVE FLOW TEST DATA FL OS&Y VALVES TO WITH TAMPER SWITCHES /—TAMPER SWITCH 3/4" LFMC GRADE 4r-= FROM UTILITY 3/4" LFMC 4X4 J -BOX WITH WEATHER PROOF COVER 36" 214 TO FIRE ALARM BOX 3/4" SCHEDULE 80 PVC REDUCE TO 24" IF IN CONCRETE 61G15-32.004 (2) (g) ALL NEW VALVES SHALL BE OF DOMESTIC MANUFACTURE, U.L. LISTED FOR FIRE PROTECTION SERVICE AND RATED FOR 175 PSI WORKING PRESSURE. PROVIDE U.L. LISTED AND/OR FM APPROVED TAMPER AND FLOW SWITCHES, WITH LOCAL AUDIBLE ALARM AND OFF-SITE MONITORING, AND AT ALL CONTROL VALVE LOCATIONS. 61 G15-32.004 (2) (i) THE BACKFLOW PREVENTION ASSEMBLY AND METERING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR. A PRESSURE LOSS OF NOT MORE THAN 8 PSI SHALL BE INCLUDED IN THE CALCULATIONS. FIRE RISER & 4" DOUBLE DETECTOR CHECK ASSEMBLY DETAIL WITH J -BOX N.T.S c 0 Q U Q) W Q) C) cm C-) Nelson Blankenship, AIA a 0-4 V fx Z �• X X0-1 zV®e Q�-1FJ 'a U 7j LIJ Q � O w b b U w U O w w W w Y o D Q ct) Z U `* w o n C/� z U DRAWN CHECKED PROJECT NUMBER 1%22.1 DRAWING NUMBER FS -201 DATE 10-18-18 CT2 F A C P EOL FIRE ALARM GENERAL NOTES FIRE ALARM NOTES, LEGEND & INDEX 1. OCCUPANCY CLASSIFICATION [61G15 -32.0084(a)]: FA -101 FIRE ALARM FLOOR PLAN 1.1. GROUP B (BUSINESS) 2. CIRCUIT CLASS AND SURVIVABILITY [61G15 -32.008-4(d)]: 2.1. CLASS A, SURVIVABILITY LEVEL 1 3. TYPE OF ALARM SYSTEM [61G15 -32.008-4(f)]: 3.1. ADDRESSABLE ALARM SYSTEM 3.1.1. ZONE: COMPLETE BUILDING 3.2. PRIMARY POWER: 24V -DC OBTAINED FROM 120V AC SERVICE AND POWER SUPPLY MODULE. 3.3. SECONDARY POWER: 24V -DC SUPPLY SYSTEM WITH BATTERIES. AUTOMATIC BATTERY CHARGER, AND AUTOMATIC TRANSFER SWITCH. 4. FUNCTIONS REQUIRED BY THE ALARM & CONTROL SYSTEM[61G15-32.008-4(e)]: 4.1. SEE SEQUENCE OF OPERATION BLOCK 4.2. FIRE ALARM SIGNAL INITIATION ACTIVATED BY (ONE OR MORE): 4.2.1. MANUAL STATIONS, 4.2.2. AUTOMATIC SPRINKLER SYSTEM WATER FLOW 4.3. FIRE ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS: 4.3.1. CONTINUOUSLY OPERATE ALARM NOTIFICATION APPLIANCES. 4.3.2. IDENTIFY ALARM AND SPECIFIC INITIATING DEVICE AT FIRE -ALARM CONTROL UNIT AND REMOTE ANNUNCIATORS. 4.3.3. TRANSMIT AN ALARM SIGNAL TO THE REMOTE ALARM RECEIVING STATION. 4.3.4. SWITCH HEATING, VENTILATING AND AIR-CONDITIONING EQUIPMENT CONTROLS TO FIRE -ALARM MODE. 4.4. SUPERVISORY SIGNAL INITIATION ACTIVATED BY (ONE OR MORE): 4.4.1. VALVE SUPERVISORY SWITCH. 4.5. SYSTEM TROUBLE SIGNAL INITIATION ACTIVATED BY (ONE OR MORE): 4.5.1. OPEN CIRCUITS, SHORTS, AND GROUNDS IN DESIGNATED CIRCUITS. 4.5.2. OPENING, TAMPERING WITH, OR REMOVING ALARM -INITIATING AND SUPERVISORY DEVICES. 4.5.3. LOSS OF COMMUNICATION WITH AN ADDRESSABLE SENSOR, INPUT MODE, RELAY, CONTROL MODULE, REMOTE ANNUNCIATOR, PRINTER INTERFACE, OR ETHERNET MODULE. 4.5.4. LOSS OF PRIMARY POWER AT FIRE -ALARM CONTROL UNIT. 4.5.5. GROUND OR A SINGLE BREAK IN INTERNAL CIRCUITS OF FIRE -ALARM CONTROL UNIT. 4.5.6. ABNORMAL AC VOLTAGE AT FIRE -ALARM CONTROL UNIT. 4.5.7. BREAK IN STANDBY BATTERY CIRCUITRY. 4.5.8. FAILURE OF BATTERY CHARGING. 4.5.9. ABNORMAL POSITION OF ANY SWITCH AT FIRE -ALARM CONTROL UNIT. mma 4.6. SYSTEM SUPERVISORY SIGNAL ACTIONS 4.6.1. INITIATE NOTIFICATION APPLIANCES 4.6.2. IDENTIFY SPECIFIC DEVICE INITIATING THE EVENT AT FIRE -ALARM CONTROL UNIT AND REMOTE ANNUNCIATORS. 4.6.3. AFTER TIME DELAY OF 200 SECONDS, TRANSMIT A TROUBLE OR SUPERVISORY SIGNAL TO THE REMOTE ALARM RECEIVING STATION. 5. OTHER REQUIREMENTS: 5.1. DUCT SMOKE DETECTORS THAT ARE NOT PART OF A SMOKE -CONTROL SYSTEM AND USED SOLELY FOR CLOSING DAMPERS FOR HVAC SYSTEM SHALL NOT ACTIVATE THE BUILDING EVACUATION ALARM. INSTEAD, THEY SHALL INITIATE A SUPERVISORY SIGNAL ONLY. 6. SYSTEM DEVICES [61G15 -32.008-4(h)]: 6.1. STROBES SHALL BE SYNCHRONIZED. 7. WIRING [61G15 -32.008-4(n)]: 7.1. WIRING METHODS SHALL BE FPLR RATED CABLE AND INSTALLED IN A CONDUIT RACE WAY. 7.2. ANY FIRE ALARM MANUFACTURER SPECIFIC BACK BOX OR PANEL ENCLOSURE SHALL BE SUPPLIED BY THE FIRE ALARM CONTRACTOR. ALL OTHER BACK BOXES AND CONDUIT TO BE PROVIDED BY ELECTRICAL CONTRACTOR. 7.3. WIRING SHALL BE PROTECTED FROM PHYSICAL DAMAGE AS REQUIRED BY NFPA70 ARTICLES 300 & 760. WIRE TYPE SHALL BE LISTED FOR ITS INTENDED USE BY AN APPROVAL AGENCY ACCEPTABLE TO THE AHJ AND SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES FROM THE CURRENT APPROVED EDITION OF NFPA 70: NEC. 7.4. PROVIDE TWO TELEPHONE PORTS AND ONE ETHERNET DROP ADJACENT TO THE FIRE CONTROL PANEL. 7.5. FIRE ALARM CABLES INSTALLED IN DUCTS, PLENUM, AND OTHER SPACES USED FOR ENVIRONMENTAL AIR SHALL BE TYPE FPLP. 7.6. FIRE ALARM CABLES INSTALLED IN UNDERGROUND CONDUIT OR OTHER WET LOCATIONS SHALL BE VL LISTED FOR WET LOCATION. 7.7. ALL WIRING, INCLUDING SHIELDS MUST BE DRY AND FREE OF SHORTS AND GROUNDS. 7.8. ALL SHIELDED WIRE MUST HAVE SHIELD CONTINUITY AT FULL LENGTH OF THE WIRE. 7.9. ONLY SYSTEM WIRING CAN BE RUN IN THE SAME CONDUIT. 8. ADDITIONAL REQUIREMENTS [61G15 -32.008-4(o)]: 8.1. SYSTEM INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 72 & NFPA 70. 8.2. OWNERS DOCUMENTS, WHICH INCLUDE OPERATION INSTRUCTIONS, MAINTENANCE PROCEDURES, ANY INFORMATION TO ASSIST WITH THE UNDERSTANDING OF THE FIRE ALARM SYSTEM, SHALL BE PROVIDED THE CLOSE OUT DOCUMENTS AT THE COMPLETION OF THE JOB. 9. TEST, INSPECTION, MAINTENANCE & DOCS. REQUIREMENTS [61G15-32.008-6]: 9.1. FIELD TEST SHALL BE WITNESSED BY AHJ. 9.2. TEST AND INSPECTIONS TO BE PERFORMED: 9.2.1. VISUAL INSPECTION - CONDUCT INSPECTION BEFORE TESTING 9.2.1.1. INSPECTION SHALL BE BASED ON COMPLETED RECORD DRAWINGS AND SYSTEM DOCUMENTATION REQUIRED BY NFPA 72 SECTION 10.18. 9.2.1.2. COMPLY WITH THE VISUAL INSPECTION FREQUENCIES (NFPA 72, TABLE 14.3.1); RETAIN THE "INITIAL/REACCEPTANCE" COLUMN AND LIST ONLY THE INSTALLED COMPONENTS. 9.2.2. SYSTEM TESTING- COMPLY WITH TEST METHODS (NFPA 72, TABLE 14.4.2.2) 9.2.3. FACTORY -AUTHORIZED SERVICE REPRESENTATIVE SHALL PREPARE DOCUMENTATION FOR THE INSPECTION AND TESTING MENTIONED ABOVE. 9.3. RE -ACCEPTANCE TESTING- PERFORM RE-ACEPTANCE TESTING TO VERIFY THE PROPER OPERATION OF ADDED OR REPLACED DEVICES AND APPLIANCES. 9.4. FIRE ALARM SYSTEM WILL BE CONSIDERED DEFECTIVE IF IT DOESN'T PASS TESTS AND INSPECTIONS. 9.5. PREPARE TESTS AND INSPECTIONS REPORTS. 9.6. ANNUAL TEST AND INSPECTION- ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION. FIRE -ALARM SYSTEM TEST COMPLYING WITH VISUAL AND TESTING INSPECTIONS REQUIREMENTS IN NFPA 72 SHALL BE PERFORMED. USE FORMS DEVELOPED FOR INITIAL TEST AND INSPECTION. 9.7. INITIAL MAINTENANCE SERVICE- BEGINNING AT SUBSTANTIAL COMPLETION. MAINTENANCE SHALL INCLUDE 12 MONTHS FULL MAINTENANCE BY SKILLED EMPLOYEES OF MANUFACTURER'S DESIGNATED SERVICE ORGANIZATION. 9.7.1. INCLUDE PREVENTIVE MAINTENANCE, REPAIR OR REPLACEMENT OF WORN OR DEFECTIVE COMPONENTS, LUBRICATION CLEANING, AND ADJUSTING AS REQUIRED. 9.7.2. PARTS AND SUPPLIES SHALL BE MANUFACTURER'S AUTHORIZED REPLACEMENT PARTS AND SUPPLIES. 9.7.3. PERFORM INSPECTION AND TESTING IN COMPLIANCE WITH NFPA 72 TABLE 14.3.1 AND TABLE 14.4.2.2 RESPECTIVELY. CT2 F A C P EOL SEQUENCE OF OPERATION FIRE ALARM NOTES, LEGEND & INDEX [61G15 -32.008-4(e)] FA -101 FIRE ALARM FLOOR PLAN ALARM • THE SYSTEM WILL GENERATE A GENERAL AUDIOVISUAL EVACUATION SIGNAL. • ACTIVATION OF AN INITIATING DEVICE WILL CAUSE THE NOTIFICATION DEVICES TO ACTIVATE THROUGH OUT THE BUILDING, AN ALARM SIGNAL SHALL BE SENT TO THE FIRE ALARM CONTROL PANEL (FACP). • SYSTEM POINT NUMBER AND DESCRIPTION SHALL BE DISPLAYED, POINT ADDRESS, AND MESSAGE ASSOCIATED WITH THE POINT ON TERMINAL. • A SIGNAL SHALL BE SENT TO THE OWNERS REMOTE STATION VIA DIGITAL ALARM COMMUNICATOR TRANSMITTER (DACT). • THE DACT SHALL TRANSMIT SEPARATE SIGNALS TO THE OFF SITE MONITORING COMPANY. THEY SHALL BE: ALARM, TROUBLE, SUPERVISORY AND WATER FLOW. TROUBLE • TROUBLE CONDITIONS WILL BE ANNUNCIATED AT THE FACP. • A SIGNAL SHALL BE SENT TO THE OWNER'S REMOTE STATION VIA DACT. • TROUBLE SIGNAL CAN BE: LOSS OF A/C POWER, BATTERY FAILURE, LOW BATTERY, GROUND FAULT, BREAK IN THE WIRING, DEFECTIVE EQUIPMENT, DISCONNECTED OR REMOVED DEVICES, LOSS OF PHONE LINES, LOSS OF ELEVATOR POWER (WHEN INSTALLED). SUPERVISORY • SUPERVISORY CONDITIONS WILL BE ANNUNCIATED AT THE FACP. • A SIGNAL SHALL BE SENT TO THE OWNER'S REMOTE STATION VIA DACT. • SUPERVISORY CONDITION CAN BE: SPRINKLER TAMPER SWITCHES, DUCT SMOKE DETECTORS. INITIATING DEVICES • ACTIVATION OF A SMOKE DETECTOR (WHEN INSTALLED) WILL CAUSE AN ALARM CONDITION. • ACTIVATION OF A HEAT DETECTOR (WHEN INSTALLED) WILL CAUSE AN ALARM CONDITION. • ACTIVATION OF A MANUAL PULL STATION WILL CAUSE AN ALARM CONDITION. • SPRINKLER FLOW SWITCH (WHEN INSTALLED) WILL CAUSE AN ALARM CONDITION. • SPRINKLER TAMPER SWITCHES (WHEN INSTALLED) WILL CAUSE A SUPERVISORY CONDITION. • DUCT SMOKE DETECTORS (WHEN INSTALLED) WILL CAUSE A SUPERVISORY CONDITION. AUXILIARY CONTROLS (WHEN INSTALLED) • AIR HANDLERS CONTROLLED BY THE FIRE ALARM SYSTEM SHALL SHUT DOWN BY THEIR RESPECTIVE DUCT DETECTORS. • SOUND SYSTEMS TO SHUT DOWN UPON AN ALARM CONDITION • MAGNETIC DOOR HOLDERS TO RELEASE UPON AN ALARM CONDITION. mma CT2 F A C P EOL SCOPE OF WORK FIRE ALARM NOTES, LEGEND & INDEX [61G15 -32.008-4(a)] FA -101 FIRE ALARM FLOOR PLAN LOCATION OF NEW FIRE ALARM APPLIANCES AND DUCT DETECTORS TO BE INSTALLED. 1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL FIRE ALARM EQUIPMENT DATA SHEETS,VOLTAGE DROP ANALYSIS, BATTERY CALCULATIONS, AND WIRING REQUIREMENTS FOR THEIR PERMIT SUBMISSION. 1.1. INSTALL NEW ADDRESSABLE FIRE ALARM APPLIANCES TO NEW POWER SUPPLY PANEL. 1.2. DUCT DETECTORS WILL BE TIED INTO THE NEW POWER SUPPLY PANEL. CT2 F A C P EOL DETECTOR CHECK ASSEMBLY TAMPER SWITCH FL OS&Y VALVES TO WITH TAMPER SWITCHES i --TAMPER SWITCH FIRE ALARM SHEET INDEX FIRE ALARM SYMBOL LEGEND FIRE ALARM NOTES, LEGEND & INDEX [61G15 -32.008-4(a)] FA -101 FIRE ALARM FLOOR PLAN OP PHOTOELECTRIC SMOKE DETECTOR DUCT SMOKE DETECTOR cd WALL MOUNTED FIRE ALARM STROBE - CANDELA AS INDICATED CEILING MOUNTED FIRE ALARM STROBE - CANDELA AS INDICATED cd db FIRE ALARM HORN- DECIBELS AS INDICATED db �O FIRE ALARM COMBINATION HORN/STROBE -CANDELA AND DECIBELS AS INDICATED cd db �O WATER PROOF FIRE ALARM COMBINATION HORN/STROBE - CANDELA AND DECIBELS AS INDICATED cd WP W S' CEILING MOUNTED FIRE ALARM SPEAKER ONLY- WATTAGE AS INDICATED w 1%4 WALL MOUNTED FIRE ALARM SPEAKER ONLY- WATTAGE AS INDICATED © FIRE ALARM MANUAL PULL STATION 4q SPRINKLER WATER FLOW DETECTOR z_tz SPRINKLER VALVE TAMPER SWITCH F FIXED TEMPERATURE HEAT DETECTOR FCP FIRE ALARM CONTROL PANEL FAA FIRE ALARM ANNUNCIATOR PWR POWER SUPPLY PANEL NAC FIRE ALARM NOTIFICATION APPLIANCE CIRCUIT EXTENDER PANEL EOL END OF LINE SPD1 1 120 AC LINE SURGE PROTECTOR SPD2 RJ31X MODULAR IN/OUT W/ SNEAK CURRENT PROTECTION SPD3 LOW VOLTAGE SURGE PROTECTOR CR CONTROL RELAY MODULE C-T 11 SINGLE INPUT MODULE CT2 DUAL INPUT MODULE NOTE: NOT ALL SYMBOLS MAY APPLY TO PLANS DETECTOR CHECK ASSEMBLY TAMPER SWITCH FL OS&Y VALVES TO WITH TAMPER SWITCHES i --TAMPER SWITCH FIRE ALARM SHEET INDEX FA -001 FIRE ALARM NOTES, LEGEND & INDEX FA -101 FIRE ALARM FLOOR PLAN 3/4" LFMC 3/4" LFMC J 4X4 J -BOX WITH WEATHER PROOF COVER 6" GRADE 136" 24" TO FIRE ALARM BOX FROM UTILITY 3/4" SCHEDULE 80 PVC CHECK VALVE REDUCE TO 24" IF IN CONCRETE I CHECK VALVE TAMPER SWITCH CONNECTION [61 G15 -32.008-4(b)] EOL 120V _::L_ FIRE ALARM RISER DIAGRAM [61 G15 -32.008-4(a)] N.T.S N.T.S APPLICABLE BUILDING CODES [61 G 15-32.008-2] FLORIDA BUILDING CODE - 6TH EDITION 2017 FLORIDA FIRE PREVENTION CODE - 6TH EDITION 2017 NFPA 1, FLORIDA 2015 EDITION NFPA 72, 2013 EDITION NFPA 70, 2014 EDITION NFPA 101, FLORIDA 2015 EDITION Call 48 hours before you dig It's the Law! 1-800-432-4770 Sunshine State One Call of Florida, In�� IS 0 0 C~ lu Nelson Blankenship, AIA QI CA 00 W7, z o U a U � r U 'a PQ Zxa� 'z U 0 574. co v w C) � o z ~ z W w W U o w c LLJ 7d F- 0 +a W o J LU U� DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER FA -001 DATE 10-18-18 FIRE ALARM FLOOR PLAN SCALE: 1/8" = V-0" CD c 0 Q. U U) (D 0 Q) cz D N 0 Nelson Blankenship, AIA M w V�iT r x� 2 ZUO� � U fan u Q � � W v o 0 W o� Lu H a o DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER FA -1 01 DATE 10-18-18 4 1. THE CONTRACT DOCUMENTS CONSIST OF DRAWINGS, SPECIFICATIONS AND DESIGN INFORMATION PREPARED BY MULTIPLE DISCIPLINES AND MUST BE USED AS A WHOLE AND IN COORDINATION WITH EACH OTHER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY APPARENT DISCREPANCIES OR OMISSION OF INFORMATION NOT SHOWN ON THE ELECTRICAL DRAWINGS. SHOP DRAWINGS SHALL BE PROVIDED WHERE NECESSARY FOR COORDINATION. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ERRORS RESULTING FROM LACK OF COORDINATION OF DOCUMENTS. 2. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL APPLICABLE CODES. THE WORK SHALL BE IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRICAL CODE (NFPA 70), FLORIDA BUILDING CODE 6TH EDITION (2017), 2013 NFPA 72, FLORIDA FIRE PREVENTION CODE 6TH EDITION, FAC, AND ANY OTHER LOCAL JURISDICTIONAL REQUIREMENTS. IN ADDITION, ANY BASE BUILDING OR TENANT GENERAL CONDITIONS SHALL GOVERN ACCEPTABLE MATERIALS AND WORK. 3. THE CONTRACTOR SHALL BRING ANY CONFLICTS OR DISCREPANCIES TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO PROCEEDING WITH WORK. 4. THE CONTRACTOR SHALL FIELD VISIT THE SITE PRIOR TO BID TO FAMILIARIZE HIMSELF WITH THE SCOPE OF WORK. 5. ALL WORK SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY A LICENSED ELECTRICAL CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SAFE, CLEANLY, AND UNDISRUPTIVE JOB SITE THAT DOES NOT IMPEDE EGRESS PATHS OR OTHER TENANTS. DISRUPTIONS TO POWER AFFECTING OTHER TENANTS OR AREAS OUTSIDE THE SCOPE OF WORK SHALL BE COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS WORK. WHEN THE WORK IS COMPLETE, ALL ELECTRICAL DEVICES SHALL BE VACUUMED CLEAN. THE FINAL PRODUCT SHALL BE A FULLY FUNCTIONAL SYSTEM MEETING THE INTENT OF THE DRAWINGS/DOCUMENTS. WORKMANSHIP AND ALL MATERIALS AND EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR IN WRITING COMMENCING UPON ACCEPTANCE OF INSTALLATION BY OWNER. 6. WITHIN 30 DAYS AFTER THE DATE OF THE SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. ADDITIONALLY, AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER INCLUDING THE FOLLOWING: SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE, OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE INCLUDING CLEARLY IDENTIFIED ROUTINE MAINTENANCE ACTIONS, AND NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 7. UNLESS PROVIDED WITH DIMENSIONS OR NOTED OTHERWISE, ELECTRICAL PLANS ARE STRICTLY DIAGRAMMATIC ONLY. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, MOUNTING HEIGHTS, ETC. EFFORT HAS BEEN MADE TO PROPERLY ACCOUNT FOR ALL SPACE REQUIREMENTS, CLEARANCES, ETC. BUT SITE CONDITIONS AND PRODUCTS SELECTED MAY VARY AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER ARRANGEMENTS AND CLEARANCES. DRAWINGS SHALL NOT BE SCALED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PAYING ALL ASSOCIATED FEES, AND DOCUMENTING AND FILING ALL PAPERWORK ASSOCIATED WITH THIS SCOPE OF WORK. WHEN THE WORK IS COMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CERTIFICATES OF INSPECTION. 9. UNLESS NOTED OTHERWISE ALL EXISTING ELECTRICAL DEVICES INSTALLED, UNDER PREVIOUS CONTRACTS SHALL REMAIN. CONTRACTOR SHALL EXTEND AND RELOCATE EXISTING DEVICES INTO NEW TENANT SPACE AND MOUNT TO PARTITIONS, CEILINGS, OR FINISHES AS REQUIRED. - 10. THE CONTRACTOR IS EXPECTED TO HAVE A FULL FUNCTIONAL KNOWLEDGE OF ELECTRICAL SYSTEMS AND WHETHER INDICATED ON THE DRAWINGS OR NOT SHALL PROVIDE THE CORRECT NUMBER OF WIRES, AT NO ADDITIONAL CHARGE, TO FACILITATE PROPER OPERATION OF ALL EQUIPMENT. QUANTITY OF WIRES WILL ONLY BE INDICATED WHERE NECESSARY FOR CLARIFICATION. 11. THE INSTALLATION SHALL BE IN COMPLIANCE WITH THE AMERICAN WITH DISABILITIES ACT (ADA), UNLESS INSTALLED FOR SPECIFIC USES EXEMPT FROM ADA OR IN AREAS NOT NORMALLY ACCESSED BY BUILDING OCCUPANTS. 12. THE ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT. PRIOR TO ORDERING ELECTRICAL EQUIPMENT SERVING MECHANICAL & PLUMBING EQUIPMENT, THE ELECTRICAL CONTRACTOR SHALL CONFIRM THE EQUIPMENT BEING ORDERED BY THE HVAC OR PLUMBING CONTRACTORS AND PROVIDE WIPING, CONDUIT, AND OVERCURRENT PROTECTION MEETING THE REQUIREMENTS AT NO ADDITIONAL COST. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING WITH THE HVAC CONTRACTOR FOR PROVIDING ANY NECESSARY LINE AND LOW VOLTAGE WIRING. FINAL TERMINATION TO BE MADE BY THE HVAC CONTRACTOR. ALL BREAKERS SUPPLYING HVAC LOADS SHALL BE HACR TYPE. 13. ALL EXISTING CIRCUITS INDICATED AS SPARE SHALL BE TRACED AND VERIFIED BY THE CONTRACTOR. IF A CIRCUIT IS LABELED AS SPARE OR INDICATED FOR RE -USE BUT UTILIZED BY AN ADJACENT TENANT OR OCCUPIED SPACE, THE ENGINEER SHALL BE NOTIFIED AND A NEW CIRCUIT SHALL BE ASSIGNED. 14. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW (UNLESS NOTED OTHERWISE) AND BEAR THE U.L. LISTING FOR THEIR INTENDED USE. MATCH BUILDING STANDARDS FOR MANUFACTURER AND TYPE OF EQUIPMENT FOR LIGHTS, EXIT SIGNS, FIRE ALARM DEVICES, WIRING DEVICES, AND ELECTRICAL DISTRIBUTION EQUIPMENT. WHERE NO BUILDING STANDARD EXISTS FOR ELECTRICAL EQUIPMENT, EQUIPMENT SHALL BE MANUFACTURED BY G.E., SQUARE -D, EATON CUTLER -HAMMER OR SIEMENS. INSTALL A PLASTIC -LAMINATE SIGN ON EACH NEW UNIT OF ELECTRICAL EQUIPMENT WITH 1/2" ENGRAVED LETTERING FOR IDENTIFICATION, IDENTIFICATION SHALL MATCH CONTRACT DOCUMENTS, SHALL INDICATE SOURCE FED PER NEC 408.4(B), AND SHALL INDICATE ARC -FLASH HAZARD PER NEC 110.16. 15. THE CONTRACTOR SHALL GIVE PERMISSION FOR THE AHJ, ENGINEER, ARCHITECT, INSPECTOR, ETC. TO PERFORM TESTS OF THE ELECTRICAL SYSTEM AS REQUIRED. 16. SWITCH OUTLETS SHALL NOT BE OBSTRUCTED BY DOORSWINGS AND OCCUPANCY SENSORS SHALL HAVE FULL VIEW OF THE INTENDED SPACE. 17. SWITCH AND RECEPTACLES INDICATED IN THE SAME LOCATION SHALL BE MOUNTED UNDER A COMMON COVERPLATE UNLESS OTHERWISE NOTED. 18. EVEN IF THE PLANS INDICATE, OUTLETS SHALL NOT BE INSTALLED PRECISELY BACK TO BACK ON COMMON WALLS. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING METHODS AND LOCATIONS. 19. JUNCTION AND PULL BOXES ARE ONLY INDICATED WHERE REQUIRED FOR LARGE SCALE COORDINATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING JUNCTION AND PULL BOXES AS REQUIRED BY THE CODE AND PER A STANDARD INSTALLATION, AND SHALL INCLUDE THIS IN THEIR BID. BOXES SHALL BE STEEL AND INCLUDE EARS INSIDE TO ATTACH COVERS. OUTLET BOXES SHALL BE FOUR INCH SQUARE DEEP TYPE. OUTLET BOXES FOR 120V OR HIGHER CIRCUITS SHALL INCLUDE A#12 AWG SOLID COPPER PIGTAIL. OUTLET BOXES LOCATED OUTDOOR OR EXPOSED TO WET CONDITIONS SHALL INCLUDE GASKETED COVERS. THE MAXIMUM GAP AROUND BOXES SHALL BE 1/8" OR SNIALLER ON ALL EDGES,_ JUNCTION BOXES SHALL BE COLOR CODED WITH PAINT TO INDICATE THEIR USE AS FOLLOWS: NORMAL POWER - BLACK, STANDBY POWER - ORANGE, FIRE ALARM - RED, TELEPHONE/DATA - YELLOW, HVAC CONTROLS - BLUE. 20. CONDUCTORS, SHALL BE LOOPED AROUND SCREW POSTS SO, THAT ROTATION OF THE SCREW TENDS TO FURTHER WRAP THE CONNECTION. SCREW TERMINALS SHALL BE WRAPPED IN ELECTRICAL TAPE. AT LEAST 6" OF FREE CONDUCTOR SHALL BE LEFT AT EACH J -BOX, OUTLET AND SWITCH BACK -BOX, ETC FOR FUTURE SPLICING. 21. THE CONTRACTOR SHALL MAINTAIN THE FIRE RATING OF ALL FIRE -RATED PARTITIONS, AS INDICATED IN IEEE RED BOOK. IF A DEVICE WILL VOID THE FIRE RATING OF A WALL, IT SHALL BE INSTALLED IN AN ALTERNATE LOCATION PER THE ARCHITECT OR ENGINEER'S DIRECTION. ALL VOIDS AROUND CONDUITS AND/OR CORE DRILLS PENETRATING FIRE RATED PARTITIONS SHALL BE FILLED WITH FIRE-SAFING MATERIAL OR UL APPROVED FIRE RATING DEVICE. THE FIRE RATING OF A PARTITION SHALL NEVER BE COMPROMISED. 22. THE CONTRACTOR SHALL MAINTAIN THE INSULATION RATING AND VAPOR BARRIERS ON ALL PERIMETER WALLS. IF A DEVICE WILL DAMAGE OR COMPROMISE THE VAPOR BARRIER OR INSULATION, IT SHALL BE INSTALLED IN AN ALTERNATE LOCATION F'ER THE ARCHITECT OR ENGINEER'S DIRECTION. 23. ALL EQUIPMENT REQUIRING ACCESS SUCH AS J -BOXES, PULL BOXES, TRANSFORMERS, DRIVERS, ETC. SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS. EXISTING ELECTRICAL DEVICES WHICH ARE LOCATED BEHIND INACCESSIBLE LOCATIONS DUE TO THE RENOVATION SHALL BE REROUTED AND MADE ACCESSIBLE. 24 CONDUITS AND/OR MATERIALS LOCATED IN ENVIRONMENTAL AIR PLENUMS SHALL BE PROPERLY LISTED FOR THE APPLICATION. INTERIOR CONCEALED RACEWAYS MAY BE AC OR MC CABLE IF ALLOWED BY THE AHJ. EXPOSED RACEWAYS, INCLUDING RACEWAYS EXPOSED IN THE BACK OF HOUSE SHALL BE GALVANIZED STEEL OR ALUMINUM EMT. MOTOR CONNECTIONS SHALL BE FLEXIBLE METAL CONDUIT FOR INTERIOR APPLICATIONS AND LIQUID TIGHT FLEX FOR EXTERIOR APPLICATIONS. ALL OTHER EXTERIOR CONDUITS SHALL BE GALVANIZED STEEL, ALUMINUM EMT OR RIGID STEEL IF EXPOSED TO STRIKING. EXTERIOR CONDUITS SHALL UTILIZE COMPRESSION CONNECTORS. AC/MC CABLE SHALL NOT TERMINATE AT PANELBOARDS. A GUTTER OUTSIDE THE ELECTRICAL CLOSET SHALL BE PROVIDED WITH CONDUIT FROM THE GUTTER TO THE PANELBOARD. 25. CABLE AND CONDUIT ROUTING SHALL BE DONE IN A NEAT AND ORDERLY FASHION. LINES SHALL BE RUN PARALLEL TO ALL BUILDING FEATURES, AND SHALL BE GROUPED TOGETHER TO CREATE AN AESTHETICALLY PLEASING AND EASY TO FOLLOW ROUTE. CABLES SHALL BE PERMITTED TO BE BUNDLED BUT SHALL NOT EXCEED TEN IN QUANTITY. ROUTING SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT. 26. CONDUITS SHALL BE RIGIDLY SUPPORTED TO THE BUILDING STRUCTURE. AC AND MC CABLES SHALL BE SUPPORTED WITHIN 12" OF EVERY BOX, FITTING, ETC. AND SUPPORT SPACINGS SHALL NOT EXCEED 6' INTERVALS. RIGID CONDUIT SUPPORT SPACINGS SHALL NOT EXCEED 10'-0" FOR VERTICAL RUNS AND 8'-0" FOR HORIZONTAL RUNS, HOWEVER ALL SUPPORT SPACINGS FOR ALL CONDUIT TYPES SHALL BE IN ACCORDANCE WITH THE NEC REGARDLESS OF WHAT IS STATED HERE. COUPLINGS AND FITTINGS SHALL BE STEEL WITH COMPRESSION OR SET STEEL SCREW CONNECTIONS. THERE SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL) BETWEEN PULL POINTS FOR POWER (120V OR HIGHER) CIRCUITS AND NOT MORE THAN THE EQUIVALENT OF TWO QUARTER BENDS (180 DEGREES TOTAL) BETWEEN PULL POINTS FOR LOW VOLTAGE (TELEPHONE, DATA, ETC) CIRCUITS. LOW VOLTAGE CONDUIT RUNS SHALL ALSO NOT EXCEED 100' BETWEEN PULL POINTS. ALL CONDUITS SHALL BE TERMINATED WITH INSULATED THROAT CONNECTORS FOR CONDUITS 1" AND SMALLER, AND WITH INSULATED BUSHINGS AND LOCKNUTS FOR CONDUITS OVER 1". EMPTY CONDUIT RUNS EXCEEDING 10' SHALL BE PROVIDED WITH PULL WIRES SECURELY FASTENED AT BOTH ENDS. EXPANSION FITTINGS SHALL BE PROVIDED AT ALL BUILDING EXPANSION JOINTS OR WHERE NEEDED TO ALLOW FOR THERMAL EXPANSION. 27. CONDUIT SIZES INDICATED IN PANEL SCHEDULES AND ON THE SINGLE LINE ARE BASED ON TYPE THHN IN EMIT. AS OTHER TYPES OF CONDUIT AND CONDUCTORS ARE PERMISSIBLE IN THIS PROJECT, THE CONTRACTOR SHALL ADJUST THE DIMENSION OF THE CONDUIT TO COMPLY WITH CHAPTER 9, TABLE 1 IN THE NEC. ADJUSTMENTS TO THE CONDUIT SIZE SHALL BE PART OF THE BID AND SHALL BE AT NO ADDITIONAL EXPENSE TO THE OWNER. 28. WIRE SIZES INDICATED ARE BASED UPON DIRECT ORTHOGONAL PATHS TO THE PANELBOARD. FEEDERS ARE SIZED FOR A MAXIMUM OF 2% VOLTAGE DROP, AND BRANCH CIRCUITS ARE DESIGNED FOR A MAXIMUM OF 3% VOLTAGE DROP. IF FIELD CONDITIONS DO NOT ALLOW THESE PATHS OR IF THE CONTRACTOR RUNS ADDITIONAL LENGTHS, THEY SHALL BE RESPONSIBLE FOR INCREASING WIRE SIZE TO ACCOUNT FOR VOLTAGE DROP AT NO ADDITIONAL COST. WIRING SMALLER THAN #12 AWG SHALL NOT BE USED FOR ANY INSTALLATIONS. 29. THE CONTRACTOR SHALL CIRCUIT PANELBOARDS EXACTLY AS INDICATED IN THE PANEL SCHEDULES. IF ANY DEVIATIONS ARE NECESSARY, THE ENGINEER SHALL BE NOTIFIED. TYPED DIRECTORY CARDS SHALL BE PROVIDED AT EACH PANELBOARD INDICATING LOAD SERVED AND FINAL ROOM NUMBERS PER THE NEC. WHEN EXISTING DIRECTORIES ARE REPLACED FOR RENOVATION WORK, EXISTING LOAD INFORMATION SHALL BE DIRECTLY TRANSFERRED TO THE NEW DIRECTORY CARDS. 30. NEUTRAL CONDUCTORS SHALL ONLY BE SHARED WHEN INDICATED ON THE DRAWINGS. WHERE NEUTRALS ARE INDICATED TO BE SHARED, THE NEUTRAL SHALL BE A MINIMUM OF #10 AWG. 31. THE CONTRACTOR SHALL REMOVE ALL UNUSED AND ABANDONED WIRING AND CABLING FROM THE CEILING PLENUM THAT ISN'T LABELED FOR FUTURE USE, AS REQUIRED BY THE NEC. THIS SHALL INCLUDE BUT IS NOT LIMITED TO FIRE ALARM, POWER, SECURITY, CONTROLS, DATA, TELEPHONE, A/V, ETC. 32. ALL BRANCH CIRCUIT CONDUCTORS AND FEEDER CIRCUITS 100A OR SMALLER SHALL BE COPPER. FEEDER CIRCUITS SERVING LOADS LARGER THAN 100A MAY BE EITHER COPPER OR ALUMINUM, HOWEVER THE DESIGN IS BASED AROUND COPPER AND THE CONTRACTOR WILL BE RESPONSIBLE FOR ACCOUNTING FOR INCREASED WIRE SIZE, CONDUIT SIZE, AND SPACE TAKEN BY THE LARGER CONDUIT IF ALUMINUM IS USED. HOWEVER, BRANCH CIRCUITS FEEDING MOTORS SHALL ALWAYS BE COPPER REGARDLESS. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID, AND CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED. CONDUCTORS SHALL BE CODE TYPE THW, THHN, THWN, OR XHHW UNLESS OTHERWISE REQUIRED BY THE NEC. CONDUCTORS SHALL BE MARKED WITH INSULATION CODE, VOLTAGE RATING, AWG SIZE, AND MANUFACTURER AND INCLUDE A CONTINUOUS COLOR CODING FROM PANEL TO LOAD SERVED. WHERE CONTINUOUS MARKINGS ARE NOT AVAILABLE, USE COLOR CODED TAPE AT EACH TERMINATION. #8 AWG AND SMALLER CONDUCTORS SHALL BE SPLICED WITH SPRING CONNECTORS. #6 AWG AND LARGER SHALL BE SPLICED WITH BARREL CONNECTORS REQUIRING COMPRESSION ON EACH END. 33. ALL EMERGENCY EGRESS, STANDBY LIGHTING, AND EXIT LIGHTING SHALL HAVE A BATTERY BALLAST WITH RUN TIME MEETING OR EXCEEDING 90 MINUTES. THE BATTERY BALLAST SHALL NOT BE CAPABLE OF BEING DISCONNECTED. REGARDLESS OF MODEL NUMBER SPECIFIED, LIGHT FIXTURES SPECIFIED WITH BACKUP BATTERY BALLASTS SHALL HAVE THE TEST BUTTON INTEGRALLY MOUNTED WHERE POSSIBLE. WHERE FIXTURES ARE NOT AVAILABLE WITH INTEGRALLY MOUNTED TEST BUTTONS, THE TEST BUTTONS SHALL BE LOCATED IN A DISCRETE LOCATION AS DETERMINED BY THE ARCHITECT, UP TO 50' AWAY FROM THE FIXTURE. 34. THE EQUIPMENT GROUNDING SYSTEM SHALL CONSIST OF AN ELECTRICALLY CONTINUOUS METALLIC CONDUIT SYSTEM TOGETHER WITH INSULATED EQUIPMENT GROUNDING CONDUCTORS. EVERY ITEM SERVED BY THE ELECTRICAL SYSTEM SHALL BE PROPERLY GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL INCLUDE RACEWAYS, JUNCTIONIOUTLET BOXES, MACHINE FRAMES, ETC. ALL BRANCH CIRCUITS AND FEEDERS SHALL HAVE A GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR OR GROUND ELECTRODE SIZED IN ACCORDANCE WITH THE NEC. PROVIDE BONDING JUMPERS FOR ALL NON-CURRENT CARRYING CONDUCTORS OF DIFFERENT SYSTEMS TO ENSURE NO VOLTAGE POTENTIAL. METAL GAS PIPING SHALL ONLY BE GROUNDED AT EQUIPMENT HOUSING BOTH ELECTRICAL CIRCUITS AND UTILIZING GAS VIA THE EQUIPMENT GROUND ROUTED WITH THE CIRCUIT. ALL GROUND WIRES SHALL BE COPPER. 35. SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY, IN PDF FORMAT. THE CONTRACTOR SHALL ALLOW FOR A TOTAL OF 10 BUSINESS DAYS FOR REVIEW BY THE ENGINEER. SUBMITTALS SHALL INCLUDE PANELBOARDS, TRANSFORMERS, DISCONNECTS, WIRING DEVICES, UPS'S, LIGHT FIXTURES, TVSS, AND FIRE ALARM SYSTEM. SUBMITTALS SHALL ONLY INCLUDE DATA RELEVANT TO THIS PROJECT; DATA SHEETS INDICATING SEVERAL PRODUCTS SHALL HAVE THE RELEVANT PRODUCTS HIGH-LITED OR CLEARLY IDENTIFIED. SIMILAR EQUIPMENT SHALL BE SUBMITTED IN ONE COMPLETE SUBMITTAL PACKAGE (I.E. ALL PANELBOARDS, ALL LIGHTING FIXTURES, ETC.). 36. DUPLEX OUTLETS SHALL BE NEMA 5-20R WHEN THEY ARE THE ONLY LOAD ON A CIRCUIT. 37. PROVIDE PHOTOELECTRIC TWIST IN TYPE SMOKE DETECTORS WITH ACCESS DOORS IN ALL FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFN1 OR ABOVE. ALL SMOKE DETECTORS SHALL BE BY ONE MANUFACTURER, AND SHALL COMPLY WITH UL 268A. LOCATE THE SMOKE DETECTORS IN THE SUPPLY AIR DUCT FOR INSTALLATIONS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE. THE DETECTORS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR & INSTALLED IN THE DUCT BY THE MECHANICAL CONTRACTOR. ELECTRICAL CONNECTION SHALL BE BY ELECTRICAL CONTRACTOR. UPON SMOKE DETECTION, ALL ASSOCIATED AIR MOVING EQUIPMENT SERVING A COMMON PLENUM WILL BE SHUT DOWN, TIE FIRE ALARM DEVICES INTO EXISTING FIRE ALARM SYSTEM (IF APPLICABLE). 38. E.C. SHALL BE RESPONSIBLE FOR PROVIDING A JUNCTION BOX AND DIRECT ELECTRICAL CONNECTION TO EACH HVAC CONDENSATE PUMP AS NEEDED PER MECHANICAL DRAWINGS OR FIELD CONDITIONS. PROVIDE 2#12, 1#12G, IN 1/2"C FROM NEAREST 120V G.P. RECEPTACLE CIRCUIT. SINGLE POLE, 20 AMP, SWITCH. $3 34VAY, 20 AMP, SWITCH. $4 4 -WAY, 20 AMP, SWITCH. - DININIER SWITCH. USE NTF-10-\VH FOR FLUORESCENT FIXTURES. USE NTFTV-WH WITH PP -120H FOR LED ° FIXTURES. CONFIRM COLOR SELECTION WITH ARCHITECT PRIOR TO ORDERING. $M SINGLE POLE, 20 AMP, SWITCH WITH OCCUPANCY SENSOR. $o# TIME -CLOCK OVERRIDE SWITCH. REFER TO LIGHTING CONTROL NOTES. $T SWITCH WITH THERMAL OVERLOAD PROTECTION (MANUAL MOTOR STARTER) 20 AMP SIMPLEX RECEPTACLE ® 20 AMP DUPLEX RECEPTACLE 20 AMP QUADRUPLEX RECEPTACLE ® x RECEPTACLE SUBSCRIPT DEFINITIONS: I I a: GFCI, WP, \AJR b: GFCI, WP, WR, TR c: GFCI, TR 20 APAP DUPLEX RECEPTACLE, TOP HALF SWITCHED. ® GFCI 20 APAP DUPLEX RECEPTACLE, WITH SELF -TESTING GROUND FAULT CIRCUIT INTERRUPTER. qP II �I IG 20 AMP DUPLEX RECEPTACLE WITH ISOLATED GROUND. WIREMOLD RFB4 20 AMP DUPLEXJQUADRUPLEX RECEPTACLE, RECESS FLOOR MOUNTED BOX. e ® WIREMOLD RFB4 20 AMP DUPLEXJQUADRUPLEX RECEPTACLE WITH DATA/TEL EPHONE, �e RECESS FLOOR MOUNTED BOX. 20 AMP DUPLEX RECEPTACLE, CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE; NEMA TYPE AS INDICATED. O JUNCTION BOX Ps PULL BOX 0 TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. T DATA OUTLET WITH 1" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. ® TELEPHONE/DATA OUTLET WITH V CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. TELEPHONE/DATA OUTLET FLOOR RECESSED. TELEPHONE/DATA OUTLET CEILING MOUNTED. EMERGENCY LIGHT 1E= FUSIBLE DISCONNECT SWITCH NFSS = NON FUSED, F30SS = FUSED �- GROUNDING ELECTRODE & CONDUCTOR SYSTEM T TRANSFORMER 1 a-.vwvxxxv 120/208V ELECTRICAL PANELBOARD; MANDATORY CLEARANCE INDICATED WITH DASHED LINES. 277/480V ELECTRICAL PANELBOARD; MANDATORY CLEARANCE INDICATED WITH DASHED LINES. WIRE CONCEALED IN WALLS/CEILINGS. QUANTITY OF WIRES IN HOMERUN INDICATED ON PANEL SCHEDULES. GROUND WIRE IS IN ADDITION TO WIRES INDICATED. ADDITIONAL SWITCH WIRES SHALL BE DETERMINED BY E.C. \ LOW VOLTAGE WIRE CONCEALED IN WALLS/CEILINGS. QUANTITY OF WIRES SHALL BE DETERMINED BY E.C. EXIT SIGN. SHADED SIDES INDICATE FACES. ARROWS INDICATE CHEVRONS. 4 SINGLE PHASE MOTOR THREE PHASE MOTOR ® INTEGRAL STARTER OR CONTROLLER AND DISCONNECT CABINET BY THE MECHANICAL CONTRACTOR E CIRCUIT BREAKER MB MAGNETIC MOTOR STARTER AND DISCONNECT BY THE ELECTRICAL CONTRACTOR �M MAGNETIC MOTOR STARTER BY THE ELECTRICAL CONTRACTOR OT T -STAT BY MECHANICAL CONTRACTOR, WIRING BY ELECTRICAL CONTRACTOR F7L_ VD_ MOTORIZED DAMPER BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL WIRE TO NEAREST I�� G.P. RECEPTACLE CIRCUIT USING 2#12, 1#12 G. IN 1/2" CONDUIT. PP POWER PACK USED FOR 12 OR 24V DC OCCUPANCY SENSORS 3M METER ® AUTOMATIC TRANSFER SA/ITCH I% MOLDED CASE CIRCUIT BREAKER © PLUG-IN FUSED DISCONNECT Q CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR. ARROWS INDICATE DIRECTION OF COVERAGE. SP CEILING -MOUNTED SPEAKER - IN AREAS OF INACCESSIBLE CEILING, PROVIDE JUNCTION BOX AND 3/4" CONDUIT NEAREST ACCESSIBLE CEILING. WAP CEILING -MOUNTED WIRELESS ACCESS POINT - IN AREAS OF INACCESSIBLE CEILING, PROVIDE JUNCTION BOX AND 3/4" CONDUIT NEAREST ACCESSIBLE CEILING. ® RFID CARD READER WITH BUZZER. ® RFID CARD READER. PHOTO/DAYLIGHT SENSOR NOTE: NOT ALL SYMBOLS MAY APPLY TO PLANS ELECTRICAL SHEET INDEX E-001 ELECTRICAL COVER SHEET E-002 ELECTRICAL SITE PLAN E-101 ELECTRICAL POWER PLAN E-102 ELECTRICAL POWER PLAN - ROOF E-103 ELECTRICAL LOW VOLTAGE PLAN E-201 ELECTRICAL LIGHTING PLAN E-301 ELECTRICAL RISER & DETAILS E-302 ELECTRICAL SCHEDULES E-303 ELECTRICAL DETAILS E-304 ELECTRICAL DETAILS -HVAC CONTROLS ROM I M N :4 A -AMPERE M -METER AC -ALTERNATING CURRENTCA -MINIMUM M NIMUM CIRCUIT AMPACITY AFF -ABOVE FINISHED FLOOR MCB -MAIN CIRCUIT BREAKER AHJ -AUTHORITY HAVING JURISDICTION MCC -MOTOR CONTROL CENTER Al -ALUMINUM MFR -MANUFACTURER ATC,BMS,EMCS -HVAC CONTROLS +, MH -MOUNTING HEIGHT ATS -AUTOMATIC TRANSFER SWITCH MLO -MAIN LUGS ONLY AIC -AMPS INTERRUPTING CAPACITY MOP, MOCP -MAXIMUM OVERCURRENT PROTECTION BRKR -BREAKER MS, MSB -MAIN SWITCHBOARD C or COND -CONDUIT MTS -MANUAL TRANSFER SWITCH CD -CANDELA NEC -NATIONAL ELECTRICAL CODE CKT -CIRCUIT (N) -NEW CT -CURRENT TRANSFORMER NA -NOT APPLICABLE CU -COPPER NC -NORMALLY CLOSED DN -DOWN NF -NON-FUSED DWG -DRAWING NFPA -NATIONAL FIRE PROTECTION ASSOCIATION DC -DIRECT CURRENT NFSS -NON-FUSED SAFETY SWITCH (E) or EXIST -EXISTING NIC -NOT IN CONTRACT E.C. -ELECTRICAL CONTRACTOR NO -NORMALLY OPEN ELEV -ELEVATOR OCPD -OVERCURRENT PROTECTION DEVICE EMER -EMERGENCY P -POLE EMT -ELECTRIC METALLIC TUBING PH OR 0 -PHASE EUH -ELECTRIC UNIT HEATER NEMA -NATIONAL ELECTRIC MANUFACTURERS EWC -ELECTRIC WATER COOLER ASSOCIATION EWH -ELECTRIC WATER HEATER PB -PULL BOX F -FUSE PC -PHOTOCELL FA -FIRE ALARM PNL -PANELBOARD FCA -FAULT CURRENT AVAILABLE (R) -RELOCATED FCR -FAULT CURRENT RATING RECEPT -RECEPTACLE FSS -FUSED SAFETY SWITCH RM -ROOM FTL -FEED THRU LUGS THD -TOTAL HARMONIC DISTORTION G , GND -GROUND TVSS -TRANSIENT VOLTAGE SURGE SUPPRESSION GFI -GROUND FAULT INTERRUPT TYP -TYPICAL GFP -GROUND FAULT PROTECTION UL -UNDERWRITERS LABORATORIES HZ -HERTZ UNO -UNLESS NOTED OTHERWISE HP -HORSEPOWER UPS -UNINTERRUPTIBLE POWER SUPPLY IBC -INTERNATIONAL BUILDING CODE V -VOLT IG -ISOLATED GROUND VFD -VARIABLE FREQUENCY DRIVE J -JUNCTION BOX W -WATT KVA -KILOVOLT-AMPERE W/ -WITH KW -KI LOWATT WP -WEATHERPROOF LTG -LIGHTING XFMR -TRANSFORMER eaeorrrrra°°a to ft RGD No. 54049 a CONSULTING ENGINEERS e SLRUCTURAL I MECHANICAL I ELECTRICt\L I PLUMIlING I FIRE PROTECTION m'C1' e www.rgdengineers.com • TA. T • 4,U �a •• ! . �s MADE IN THE USA .��.•• • OP•o '0 4901 VINELAND RD #335, ORLANDO, FL 32811 (407) 845-6630 ®°�s °• O f 1 •• � i� These Drawings are NOT VALID for any purpose which requires the < ,o original signature and seal of the engineer unless the original ®®°°0jONAL_ ZV ® signature and seal are affixed. Drawings not signed and sealed by the engineer shall not be submitted to any authority or used for any purpose where signed and sealed documents are required. ALLEN G. LIANG FLORIDA P.E. NO. 54049 ELECTRICAL ENGINEER CERT OF AUTH 5454 DATF 10.23.2018 t ELECTRICAL SITE PLAN SCALE: 3/8" = V-0" Olson Emmmm Nelson Blankenship, AIA I U ^� CC`I n V1 u a U 7� PIP F-4 ® ~ r� o :u1 : �UO� ¢ter U z 7� o Q LLJ W o z u PROJECT NUMBER 1722.1 DRAWING NUMBER DATE 10-18-18 t I t PHOTOMETRIC _PLAI\ SCALE: 3/8" = V-0" RGD-E-103 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MFR CATALOG NUMBER VOLTS LAMPS INPUT WATTS MOUNTING DIMMING (if Req) REMARKS SA LED SITE LUMINAIRE McGRAW-EDISON GLEON-AF-02-LED-EI-5WQ-XX/ MA1036->YX UNV LED 113 POLE 0-1W NOTE 1 SS LED SITE LUMINAIRE McGRAW-EDISON GLEON-AF-02-LED-EI-SL4-XX-HSS / MA1036-XX UNV LED 113 POLE J -10V NOTE -1 POLE 25' POLE NAFCO RTA25-406DTE XXT2 NIA N/A N/A 25' NOTE 1 ANCHOR BOLTS PER T_ < FIXTURE SCHEDULE NOTES POLE DRAWINGS NOTE 1: ADVISE FINISH FOR QUESTIONS PERTAINING TO THIS FIXTURE SCHEDULE PLEASE CONTACT RYAN HUFF @ LIGHTING DYNAMICS (772) 285-7163; RHUFF(,DLIOHTINGDYNAtiliCS.CONI RGD-E-103 N.T.S 1 9 I I FINISH TOP SMOOTH AND LEVEL POLE BY POLE SPECIALTY SUBCONTRACTOR v x ANCHOR BOLTS PER T_ < POLE DRAWINGS Q PROVIDE 1-1/2 EXTRA TURNS w OF SPIRAL REINFORCEMENT AT TOP Lu N cv 3/4" CHAMFER FINISHED Lu GRADE I I I! o o 646 =; #3 SPIRAL F ALL } i L z - 3"CLR - 2' DIAMETER _ FOUNDATION DEPTH VARIES WITH w POLE HEIGHT, POLE DIAMETER AND NUMBER OF FIXTURES ATTACHED. s � � J -:T-; CAST IN PLACE DRILLED PIER w• . • <---Z:' '� (PROVIDE TEMPORARY CASING .g TO PREVENT CAVING WHILE DRILLING AND PLACING CONCRETE AS REQUIRED) ��•�Z-�N •d SlTE POLE BASE DETAIL 0_'*'� N.T.S 1 9 2P -F30: RP RP2, 2P-F40SS 2P -F30 EI OELECTRICAL KEYNOTES � 1. CONTRACTOR SHALL RUN UNDERGROUND CONDUIT FROM PANEL TO SUPPLY POWER FOR DESK RECEPTACLES. 2. CONTRACTOR SHALL COORDINATE BREAKER AND WIRE SIZE WITH ROLLING DOOR SPECIFICATIONS. ELECTRICAL POWER PLAN SCALE: 1/8" = V-0" .NINE . I IMIMMEM Nelson Blankenship, AIA QI ® DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER E-1 01 DATE 10-18-18 t 7n �pa C-1 C ry n U c i v C` ; U z V �^ ,, z Z AG U ® of LLI DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER E-1 01 DATE 10-18-18 t 7 7:; 4_3 of LLI U Q w z U o DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER E-1 01 DATE 10-18-18 t ELECTRICAL POWER PLAIN - ROOF SCALE: 1/8" = T-0" 4 ELECTRICAL LOW VOLTAGE PLAN OELE Ti AL KEYNOTES 1. CONTRACTOR SHALL PROVIDE SECURITY CAMERA WITH 2. CONTRACTOR SHALL PROVIDE CARD READER WITH REQUIRED 3. CONTRACTOR SHALL PROVIDE CAT 6 DUPLEX DATA PORTS FOR ALL DATA DEVICES. SCALE: 1/8" = 1'-0" 1 3 i .. D €I I i I r r. 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N0.54049 ell. ° �•C•� /�P1� MADE INTHE USA ELECTRICAL ENGINEER G•+°°i® °• / � 0 a O '•/ ���s' TheseVINELADa RD 3 VAORL ORLANDO, FL 32811 (407) 845-6630 CERT OF AUTH 5454 � `N>Drawingsy purpose which requires the 10.23.2018 ,ro CONAL ���' original signature and seal of the engineer unless the original DATE �eaaaarrar®,� signature and seal are affixed. Drawings not signed and sealed by the engineer shall not be submitted to any authority or used for any purpose where signed and sealed documents are required. moose, IMEMEN C: 0 0- U Q) Nelson Blankenship, AIA 1 DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER E-201 DATE 10-18-18 I I I A i i I I Ia�l U Z V T ® 1 = N-1 < - Ct Q;u®`^g A, r1 c� DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER E-201 DATE 10-18-18 I I I A i i I I Q Q H Ct A, Ur r -f �i Q 0 U ct LU LU DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER E-201 DATE 10-18-18 I I I A i i I I 5/8' Co GR 10'- 1/4" BAF rlr-%niniC7rl-rir-lni -rr\ nr�nnE:70-rirl 1A/A-rC7n ►mom FEEDERSIZING SCHEDULE ANSFORMER SCHEDULE CONDUIT CONDUCTOR -AL PRIMARY GROUND -CU SECONDARY 3#1 1-1/2" N/A N/A 1#8 100,4 4#1 NUMBER KVA CONDUCTOR -CU CONDUIT CONDUCTOR - AL CONDUIT GROUND -CU CONDUCTOR -CU CONDUIT CONDUCTOR -AL CONDUIT GROUND -CU < .75 3#1/0 1-1/2" 3#1/0 1-1/2" 1#6 44-14/0 2-1/2" 4#300 KCMIL 2-1/2" 1#2 ►mom FEEDERSIZING SCHEDULE NUMBER CONDUCTOR -CU CONDUIT CONDUCTOR -AL CONDUIT GROUND -CU 100,3 3#1 1-1/2" N/A N/A 1#8 100,4 4#1 1-1/2" N/A N/A 1#8 225,4 4#4/0 2-1/2" 4#300 KCMIL 2-1/2" 1#4 400,4 4#600 KCMIL OR 3-1/2" OR TWO SETS 4#250 KCMIL (2) 2-1/2" 1#3 TWO SETS 4#3/0 (2) 2" 800,4 TWO SETS 4#600 KCMIL (2) 4" FIVE SETS 4#600 KCMIL (2) 4" 1#4/0 A O: 7.09 151830, mal W KVA (CONNECTED) � � � � � � 3 !� 4 W � � � n ( PANEL �( 1� 2771480. VOL�r B i3: 5.94 kVA 2#12 125 RECEPT. (CONNECTED) FED BY: MDP 100:.. ANS BUS 24 AMPS BREAKER INTERRUPT RA 3: 10.00i0 A.I.C. 3P -100A M.C.B. 25 AMPS �KJTES: - kvA kvA kvA CKT CKT kVA kVA kVA WIRE COND C O: 7.10 kVA (CONNECTED) TOTAL 20.'13 (CONNECTED) kVA CONNECTED TOTAL 20.58 kVA (NEC 220) COND WIRE ,����,\� 7 I r slz_ �.__ LOAD DE�CRIPT�O N i B r � cla 1 F 17F A. C r O. NO. GB A Bo Co LOAD DESCRIPTION �Iz_ s SIZE S1 J A 4� - SEE S�� PANEL EP1 VIA XFMR 7.09� 3P-100 �. 1 2 112" 2#'12 EPat OFFICE LTG u��`?��a 1.16 ...��.�\\\ '1P-20 RISER 6 `\ 5 94 3;�� 0.20 5 1/2" 2#12 EPr1 WAREHOUSE LTG 0 6J � �� "% \, 1P-20 = 8 3P-60 5.74 � ���\ OA -1 3#6 3/4" 147 � ANDS 120/277 7 10 5 6 �v `b �� vvv`� 10 �\� �\� 5.74 _ 1 +!`LIRE v ay kVA kVA kVA 11 12 �V� IN kVA kVA kVA ELT -EM -G -XX -BA -XX -UC WIRE \\\. SILK 13 14 A � B � C rp GB h10. fit! I HTIriG 314 _ 10 SITE _ � LIGHTING 4..76 \ \\\ 1P-2 0 -, 15 ,--"2.25 6 1UNIONS SIZE `\ 2#12 314" 2#10 SITE LIGHTirI.� \ �\,\ \\, 0.0 1P-20 ---,17 1819 1 \\�`�� _ \\ �-\ 29 30, 137 DEDICATED 2 2#12 1i2" 20 \ �1 32,----, 110 2#12 X15 16�'-\ =111101 Ell" 1 P-20 15 .�. 1P_ 20 1.00 � � • �\ 102 RECF� 2#12 \\ \\ 1/2" 23 p�`\3R `\\\`Zara.\�\\\ A O: 7.09 151830, mal W KVA (CONNECTED) � � � � � � 3 !� 4 W � � � n ( PANEL �( 1� 2771480. VOL�r B i3: 5.94 kVA 2#12 125 RECEPT. (CONNECTED) FED BY: MDP 100:.. ANS BUS 24 AMPS BREAKER INTERRUPT RA 3: 10.00i0 A.I.C. 3P -100A M.C.B. 25 AMPS �KJTES: - kvA kvA kvA CKT CKT kVA kVA kVA WIRE COND C O: 7.10 kVA (CONNECTED) TOTAL 20.'13 (CONNECTED) kVA CONNECTED TOTAL 20.58 kVA (NEC 220) COND WIRE ,����,\� 7 I r slz_ �.__ LOAD DE�CRIPT�O N i B r � cla 1 F 17F A. C r O. NO. GB A Bo Co LOAD DESCRIPTION �Iz_ s SIZE S1 J A 4� - SEE S�� PANEL EP1 VIA XFMR 7.09� 3P-100 �. 1 2 112" 2#'12 EPat OFFICE LTG u��`?��a 1.16 ...��.�\\\ '1P-20 RISER 6 `\ 5 94 3;�� 0.20 5 1/2" 2#12 EPr1 WAREHOUSE LTG 0 6J � �� "% \, 1P-20 = 8 3P-60 5.74 � ���\ OA -1 3#6 3/4" 147 � ANDS 120/277 7 10 5 6 �v `b �� vvv`� 10 �\� �\� 5.74 _ 1 +!`LIRE v ay kVA kVA kVA 11 12 �V� IN kVA kVA kVA ELT -EM -G -XX -BA -XX -UC WIRE \\\. SILK 13 14 A � B � C rp GB h10. fit! I HTIriG 314 _ 10 SITE _ � LIGHTING 4..76 \ \\\ 1P-2 0 -, 15 ,--"2.25 6 1UNIONS SIZE `\ 2#12 314" 2#10 SITE LIGHTirI.� \ �\,\ \\, 0.0 1P-20 ---,17 1819 1 \\�`�� _ \\ �-\ 29 30, 137 DEDICATED 2 2#12 1i2" 20 \ �1 32,----, 110 2#12 X15 16�'-\ =111101 Ell" 1 P-20 15 .�. 1P_ 20 1.00 � � • �\ 102 RECF� 2#12 \\ \\ 1/2" 23 24 p�`\3R `\\\`Zara.\�\\\ 10 - ��\\\� 1P-20 .yVAv �\ 1P-20 ��\� 1.00 \\*�\�\� 138 FRIGr,E v\ vr�a 'U`L" 314 F.T.L. CONNECTED LOAD: Nm 4.31 27 28., ---,Ilk 6 -f--, BATHROOM RECEPTS 27 28 2#12 � . � �� 1/2" 2#'12 138 COUNTF�'TOP``������� a\ \1.oa r\ 31 3_ /-\ r\ 5 �t12" 1 P-20 a\ � 4.72 ,\ 31 32 34 n\\\111 a "\\x OFEN OFFICE RECEPTS 2#12 \ 11 \ 1I2" r � 35 36 i 1 08 �'\\, i � \\ �? �\?: ��,.?��zo \ \ . ----,25 ' 26 r\ 1 P-20 1/2" 37 139 RECFPT d.1a 1/_ 1P iP-20 �. 7 8 .-� 39 40 137 GP RECEPTS 2812 1r2 ? ' _0 2#12 42 JP 1 P-20 F\������ F.T.L. CONNECTED LOAD: 1 P-20 �����a� S PA 2#12 �t P-20 1/2" 2#12 137/144 GP RECEPTS '\ 0.72 / \ 31 F.T.L. CONNECTED LOAD: 9 10 n 1 R20 \'��.��\'\,�`� 137 DEGYCATED 3 2;12 112" Or'�NOFFICERECEPTS 0 72 1P-20 33 34 r\ SPARE � ��� 1.08 1P 2#12 14 1/2" 0.74 OPEN OFFICE RECEPTS •, • 0.72 112" 2#12 OUTDOOR RECEPTS �... _0 0.54 1 P-20 i i 1 12 n 1 R20 OPEN OFFICE RECEPTS 144 DEDICATED 4 2#12 112" 38 1P-20 /-\ 15 16/\ 1P-20 112" ��,\�_ \ OPEN OFFICE RECEPTS }�r�v��'; 0 T� � ���, ..� 1 P-20 n 39 40 /ti 1 P-20 112" 2#12 140 GP RECEPTS 0.90 ��"?�`a� \ Z�\ 1P-20 13 14 �^� 1 r \����>"� \�`�°`� 41 42- 2;12 1i2" 3/4" 2i�10 EV1tN 1 �\ ���..,\\\\�\\\\��\ 2P-30 �. 15 16 i F.T.L. CONNECTED LOAD: `��� A IC: B �%J: CC�: TOTAL TOTAL GOND SIZE 7.09 kVA (CO 1NECTED} 5.94 kVA (CONNECTED} 7.10 kVA(CONNEGTED) 20.13 kVA(CONNECTcD} 20.58 kVA {NEC 220} WIRE SIZE _OADDESCRIf�iON NEW ��' `� � � - 56 AMPS 3P -200A M.C.B. .57 'AMPS kVA kVA kVA CKT CKT A � B � Cg} GB rJo, NO. 3 s� 4 lnt � � i - �t20/208 VOLT FED BY: EH1 200•. AMP BUS BREAKERIrfTERRUPTRAT1r1G:10,000 A.I.C. ,NOTES: kVA kVA kVA +1•ARE GOND GB A rp B � Co LOAD DESCRIPTION SIZE SIZE 't/2" 2#12 125 RECEPT. 0 12 ��\���` �� .. 1P-20 �--� 1 2 � 1P-30 112" 2#12 NAREHOUSE LlG1-iTS rF ROOM RECff'T. 2#10 3i4" 314" 2#10 IT ROOM RECEIPT. ,����,\� 1P-30 �\ 3 4 2P-25 �\��� 0.20 ����\� AHU/CU'-7 2#10 314" 112" 2#'12 EPat OFFICE LTG u��`?��a 1.16 ...��.�\\\ '1P-20 5 6 �� �\��� 0.20 5 1/2" 2#12 EPr1 WAREHOUSE LTG 0 6J � �� "% \, 1P-20 7 8 3P-60 5.74 � ���\ OA -1 3#6 3/4" 147 � ANDS 120/277 �\`\\;..,� 3t-, 3#12 9 10 �\� �\� 5.74 _ COND +!`LIRE v ay kVA kVA kVA 11 12 �V� `v " v� � 5.74 kVA kVA kVA ELT -EM -G -XX -BA -XX -UC WIRE \\\. SILK 13 14 A � B � C rp GB h10. fit! I HTIriG 314 _ 10 SITE _ � LIGHTING 4..76 \ \\\ 1P-2 0 -, 15 ,--"2.25 6 1UNIONS SIZE `\ 2#12 314" 2#10 SITE LIGHTirI.� \ �\,\ \\, 0.0 1P-20 ---,17 1819 1 \\�`�� _ \\ �-\ 29 30, 137 DEDICATED 2 2#12 1i2" 20 \ �1 32,----, 110 2#12 'i 02 REC=FTS =111101 Ell" 1 P-20 15 .�. 1P_ 20 1.00 � � • �\ 102 RECF� 2#12 \\ \\ 1/2" 23 24 p�`\3R `\\\`Zara.\�\\\ 10 - ��\\\� 1P-20 .yVAv �\ 1P-20 ��\� 1.00 \\*�\�\� 138 FRIGr,E v\ vr�a 'U`L" 314 F.T.L. CONNECTED LOAD: Nm 4.31 27 28., ---,Ilk 6 -f--, BATHROOM RECEPTS 27 28 2#12 � . � �� 1/2" 2#'12 138 COUNTF�'TOP``������� a\ \1.oa r\ 31 3_ /-\ r\ 5 �t12" 1 P-20 a\ � 4.72 ,\ 31 32 34 n\\\111 a "\\x OFEN OFFICE RECEPTS 2#12 \ 11 \ 1I2" r � 35 36 i 1 08 �'\\, i � \\ �? �\?: ��,.?��zo \ \ . ----,25 ' 26 r\ 1 P-20 1/2" 37 139 RECFPT d.1a 1/_ 1P iP-20 �. 7 8 .-� 39 40 137 GP RECEPTS 2812 1r2 ? ' _0 2#12 42 JP 1 P-20 F\������ F.T.L. CONNECTED LOAD: 1 P-20 �����a� S PA 2#12 �t P-20 1/2" 2#12 137/144 GP RECEPTS '\ 0.72 / \ 31 F.T.L. CONNECTED LOAD: 9 10 n 1 R20 \'��.��\'\,�`� 137 DEGYCATED 3 2;12 112" NEW - 14 ZNIN 13 14, 17 18 17 19 20 1,1,11 R 24 2.5 26 ooe �;; ..... • • 4 ®o �\• . � C E N No. 54049 '� : CONSULTING ENGINEERS /� ! �` • STRUCTURAL I MECHANICAL I ELECTRICAL I PLUMBING I FIRE PROTECTIOIN a �r ALLEN G. LIANG www.rgdengineers.com STkT OF �" FLORIDA P.E. NO. 54049 U'°•�` MADE IN THE USA ELECTRICAL ENGINEER 4901 VINELAND RD #335, ORLANDO, FL 32811 (407) 845-6630 CERT OF AUTH 5454 •••;°F� �•'° G®+® These Drawings are NOT VAUD for any purpose which requires the DATE 10.23.2018 �s original signature and seal of the engineer unless the original soONAje aa� signature and seal are affixed. Drawings not signed and sealed by the engineer shall not be submitted to any authority or used for any purpose where signed and sealed documents are required. A O: 66.52 kVA (CONNECTED) NEW y� j y� p �-y � 3 O 4 V'/ ^o O: 57.28 kVA (CONWECTED} _ 277/480 VOLT CO: 63.10 kVA (CONNECTED) i 800s AfV`iPBUS TOTAL 186.89 kVA (CONNECTED) 225 AMPS 3P -800A M.C.B. BREAICERINTERRUPT R4TIrlG: 22,004 A.I.C. TOTAL 171.27 kVA (NEC 270) 206 � APr1PS NOTES: , + n /A ,CVA kVA I r�, r, CKT LOAD DESCRIPTION RATING POLES A B C .,OMM�lTS 1 PANEL HP -1 400 A 3 3.08 2.76 1.08 SEE RISER 2 PANEL NP2 225 A 3 - - - SEE RISER 3 PANEL EH1 100A 3 7.09 5.94 7.10 --- SEE RISER 4 PANS RP2 VIA XFMR 100A 3 35.86 26.20 27.48 SEE RISEr'i 5 PArIEL RP1 VIA XFMR 100A 3 20.50 22.38 27.43 SEE RISER 6 3 - - - 7 3 - - - 8 3 - - - 3 - - - 3 - - - 3 - - - 1- 3 - - - € I € i33 34 ENRON" 33 34IMMUNE37 3837 38 MEN I39 40 ME=40 A A i�: 3.08 kVA (CONNECTED) B C�3: 2.76 kVA. (CONNECTED) CO: 1.08 kVA (CONNECTED) TOTAL 6.92 kVA (CONNECTED) TQTAL 8.65 kVA (NEC 220} ,17 18 ji, s �y j � /� J /� � (C 1 v E v V /"1 t � C L ; a ANA'S M.�..,d. 10 � ANDS {� 3, 0 4 W [ 1 P l 277/4801�VOLT ;FED BY.N1DP 400; AN'F'BL;S BRE;;KERINTERRUPT RATIrJG:= 10,000 A.I.C. -NOTES:. _. COND WiRE 7 SIZE LOAD DESCRIPTIGN kVA kVA kVA A0 B0_ � CoSIZE GB GCT ,i rlo. LOADDESCRIPTION CiB kVA kVA kVA A 0 B 0 G 0 WIRE COND LOAD DESCRIPTION SIZE SIZE 112" 2#12 NAREHOUSE LlG1-iTS 0:88 >: 1P-20 '1 2 1P-20 1:00 WAREHOUSE LIGHTS 2#12 112" 112" "1 WAREHOUSE G 2# 2 _ LI }-fl-S .\ 1.d 0 \ \ 1 R-20 �\ 3 4 1 P -2d \ 1 \ \ \ \ \\ \ WAREHOUSE LIGHT S 2#12 12" 1 ' ? EXTERIOR 112" 2#1_ _XT�iIGR LIGHT \ \\\\ 0.32 1P-20 5 6 1 -20 P 0.13 Rl LIGHTS EXTERIOR _IGHTS 212 112" 1/_ 2#1_ EXTERIOR SIGN LIGHTS 1.20 _ \; \ \�\ 1P _0 I 53.08 kVA (NEG 220) 147 � ANDS 120/277 3#1_ 3/4 3t-, 3#12 \ , 3P-20 \ 9 10 _ COND +!`LIRE kVA kVA k�./A kVA kVA kVA Ci<T CKT CKT kVA kVA kVA kVA ELT -EM -G -XX -BA -XX -UC WIRE \\\. SILK 13 14 A � B � C rp GB h10. fit! I HTIriG 314 _ 10 SITE _ � LIGHTING 4..76 \ \\\ 1P-2 0 -, 15 ,--"2.25 6 1UNIONS SIZE `\ 2#12 314" 2#10 SITE LIGHTirI.� \ �\,\ \\, 0.0 1P-20 ---,17 1819 1 1 P-20 \\ �-\ 29 30, 137 DEDICATED 2 2#12 1i2" 20 \ �1 32,----, 110 2#12 'i 02 REC=FTS =111101 Ell" 1 P-20 15 .�. 1P_ 20 1.00 � � • �\ 102 RECF� 2#12 \\ \\ 1/2" 23 24 \�.o`� - 10 - ��\\\� 1P-20 .yVAv 4 1P-20 ��\� 1.00 \\*�\�\� 138 FRIGr,E v\ vr�a 'U`L" 314 F.T.L. CONNECTED LOAD: Nm 4.31 27 28., ---,Ilk 6 -f--, BATHROOM RECEPTS 8B 2fr10 3i4" 2#12 109 RE�PTS � �� 1/2" 2#'12 138 COUNTF�'TOP``������� a\ \1.oa r\ 31 3_ /-\ r\ 5 �t12" 1 P-20 a\ � 4.72 ,\ 2n12 � 33 34 n\\\111 2.51 "\\x OFEN OFFICE RECEPTS 2#12 \ 11 \ 1I2" r � 35 36 i 1 08 �'\\, i � \\ �? �\?: ��,.?��zo \ \ . ----,25 ' 26 r\ 1 P-20 1/2" 37 139 RECFPT d.1a 1/_ 1P iP-20 �. 7 8 .-� 39 40 137 GP RECEPTS 2812 1r2 ? ' _0 2#12 42 JP 1 P-20 F\������ F.T.L. CONNECTED LOAD: 1 P-20 �����a� S PA 2#12 �t P-20 1/2" 2#12 (CONN NEW �i11 V � � [ 1 t � 3 O 4 W 277/484, VOLT � I FED 3Y.: MDP 200 AMS' BUS _ 0 I AMPS � j1/� _�,Q, - BROKER WTERRUr l RATIrX�: 10,000 : A.I.C. 0 ;AMPS NOTES. B O: - kVA (. _ C O: - kVA (CONNECTED} TOTAL - kVR (CONNECTED) TOTAL - kVA (NEC 220) COND WIRE SIZE SIZE LOADDESCRIPTION kVA kVA kVR CiCI- ; 1 CKT A0 Bo co GB NO. NO. r./B kVA kVA kVA A 0 B Q CO LOAD DESCRIPTION WIRE GOND SIZE SIZE L.. f"'� t >� 120J203 VOLT C O: 27.43 kVA (CONNECTED) 27.43 kVR (CONNECTED) 6" LED DOWNLIGHT HALO COMMERCIAL PD612ED010-PDM68XX-71VHWF 120/277 FED 8`r': MDP 225 A(U'FP BUS TOTAL W �. 195 '. APr�'S 249 AMPS � 3P -225A M.C.B. 3P_400f�. M.C.B. BREAKER INTERRUPT RATING: 10 Odd A.I.G. \� '\` 53.08 kVA (NEG 220) 147 � ANDS 120/277 FLOURESCENT 42 WALL MOUNTED NOTES: EM EMERGENCY BUG EYE LIGHTING _ COND +!`LIRE kVA kVA k�./A kVA kVA kVA Ci<T CKT CKT kVA kVA kVA kVA ELT -EM -G -XX -BA -XX -UC WIRE COND SILK SIZE LOAD DE�CWPTION A � B � C rp GB h10. NO. GB A � � � C A LOAD DESCRIPTION „IZE SIZE 112" 2#12 13l DEDICATED 1 1.00 `.����,�� 2 51 1P-20 1 2 1 P-20 \\ �-\ 29 30, 137 DEDICATED 2 2#12 1i2" \ \ �1 32,----, - ��. 2#12 'i 02 REC=FTS a���\� 1 P-20 15 .�. 1P_ 20 1.00 � � • �\ 102 RECF� 2#12 '112" 1/2" 2#12 137f139 RECEPTS \�.o`� - 0.7� ��\\\� 1P-20 �\ 3 4 1P-20 ��\� 1.00 \\*�\�\� 138 FRIGr,E 2# 12 'U`L" 314 F.T.L. CONNECTED LOAD: Nm 4.31 2P-60 5 A Ct3: 0.36 0.54 401 001 2. 51 A 251 WIN 5 9 10 5.74 13 14 f1k '111 MH 20 21 22 WINES 111 W I NOW 1 2ON ENRON 21 Will VININ 7 70211 110 1111MENNINIM0111 W, 1 20.50 kVA (CONNECTED) �" j (� � �} + NEW � �j .{ 3 i� 4 +Jt/ B �3: 22.38 kVA CONNECTED ! V C V V 1! L.. f"'� t >� 120J203 VOLT C O: 27.43 kVA (CONNECTED) 27.43 kVR (CONNECTED) 6" LED DOWNLIGHT HALO COMMERCIAL PD612ED010-PDM68XX-71VHWF 120/277 FED 8`r': MDP 225 A(U'FP BUS TOTAL 70.30 kVA CONNECTED ( ) 195 '. APr�'S 249 AMPS � 3P -225A M.C.B. 3P_400f�. M.C.B. BREAKER INTERRUPT RATING: 10 Odd A.I.G. TOTAL 53.08 kVA (NEG 220) 147 � ANDS 120/277 FLOURESCENT 42 WALL MOUNTED NOTES: EM EMERGENCY BUG EYE LIGHTING _ COND +!`LIRE kVA kVA k�./A kVA kVA kVA Ci<T CKT CKT kVA kVA kVA kVA ELT -EM -G -XX -BA -XX -UC WIRE COND SILK SIZE LOAD DE�CWPTION A � B � C rp GB h10. NO. GB A � � � C A LOAD DESCRIPTION „IZE SIZE 112" 2#12 13l DEDICATED 1 1.00 `.����,�� 2 51 1P-20 1 2 1 P-20 1.40 137 DEDICATED 2 2#12 1i2" \ 1i2" r?° 1, _ 2#12 'i 02 REC=FTS a���\� 1 P-20 15 .�. 1P_ 20 1.00 � � • �\ 102 RECF� 2#12 '112" 1/2" 2#12 137f139 RECEPTS \�.o`� - 0.7� ��\\\� 1P-20 �\ 3 4 1P-20 ��\� 1.00 \\*�\�\� 138 FRIGr,E 2# 12 'U`L" 314 2#6 RHU-8A Nm 4.31 2P-60 5 6 -f--, 2P-25 BATHROOM RECEPTS 8B 2fr10 3i4" 2#12 109 RE�PTS � �� 1/2" 2#'12 138 COUNTF�'TOP``������� \1.oa d.9d 1 P-20 r\ 5 �t12" 1 P-20 a\ � 4.72 138 RECEPTS 2n12 112" 24 � 2.51 ;\ � ' � OFEN OFFICE RECEPTS 2#12 112" 1I2" 2#12 OPEN OFFICE RECEPTS 1 08 �'\\, i � \\ �? �\?: ��,.?��zo tip` ----,25 ' 26 r\ 1 P-20 1/2" 2#12 139 RECFPT d.1a 1/_ 1P iP-20 �. 7 8 1P-20 0.72 137 GP RECEPTS 2812 1r2 ? ' _0 2#12 ���� JP 1 P-20 F\������ 30 �\ 1 P-20 �����a� S PA 2#12 �t P-20 1/2" 2#12 137/144 GP RECEPTS '\ 0.72 / \ 31 1 P-20 9 10 n 1 R20 \'��.��\'\,�`� 137 DEGYCATED 3 2;12 112" Or'�NOFFICERECEPTS 0 72 1P-20 33 34 r\ SPARE � ��� 1.08 1P 2#12 14 1/2" 0.74 OPEN OFFICE RECEPTS •, • 0.72 112" 2#12 OUTDOOR RECEPTS �... _0 0.54 1 P-20 i i 1 12 n 1 R20 OPEN OFFICE RECEPTS 144 DEDICATED 4 2#12 112" 38 1P-20 /-\ 15 16/\ 1P-20 112" ��,\�_ \ OPEN OFFICE RECEPTS }�r�v��'; 0 T� � ���, ..� 1 P-20 n 39 40 /ti 1 P-20 112" 2#12 140 GP RECEPTS 0.90 ��"?�`a� \ Z�\ 1P-20 13 14 �^� 1 r \����>"� OUTDOOR RECEPTS 2;12 1i2" 3/4" 2i�10 EV1tN 1 �\ 2.20 2P-30 �. 15 16 i 2P-45 `��� CU -5 2#10 3/4" 3?4" 3.r�' \ AHU-4A ,;�'...4.26 _0 _0 24 \ ���� SPARE \ �,.��. \\ 1P-20 ��,21 22/"'� 1P'LO SPARE \\\ 4 ?6 W,11 25 26 �\ 1 P-20 1.03 OFFICE LTG 2#12 112" SPARE A 12-20 23 /`� 1P 28 /"\ SPARE 314" 2#14 CU - \`0�����\ 2P-40 1`J 20 2P-25 ���� ` CU6B 2#1d 314" 112" 1P 20 -6A ������\����"� 0.74 1P_0 29 ' 30 � SPAR_ OPEN OFFICE LTG 2#12 1l2„ 112" 2#12 �-�_0 _0 -2 1P 0 31 ��� �� ,��\z��� 1.03 yA\\\ 1P-20 ���, I I ASSEPr�_Y _TG 2#12 SPARE 1 2 1P-20 ---,27 y.. z.. 0.0E � 1P 20 -�, 33 i 34 SPARE ZONE �N�ER3-2 2#12 1, 2 z��`���z� _ vv .. � .� 3/4" 2#8 C,U-a 1P-20 �\ 29 30 2P-60 �.23 24 \ 2P 4.26 AnI..rSA 2#6 ��\��� SPARE ����\\� _ z\�\�\\ \?\�\\� 38 1P-20 SPARE -6d - ��;�\\\�`�, 31 3/4" 1P-20 - 40 i'\ 1P-20 SPARE �\��\�� `,� SPACE��\�� 4.26 ,`va�'�� - ���,SPACE omavv \� - SPACE ,t (` _ SPACE A .% /v 33 � 31 ���\� n SP�,CE 314" 2#1d AHIraB 2.43 2P-25 \ 27 28 2P-50 3.87 AHU-6B 2#6 31�, 35 36 �.\�\� ,_ 240 �v 29 37 38 3.87 SPACE 1/2" .. ? 2�1_ EF-1/EF-2 0\12 /`, 1P _? n 31 ? 3_ I I c' ROLLING C��OR SPRY \ �. 39 .24 _0 SPACE . \, \ .. ...��: e \. �0 SPADE .. /'-, 33 34 ----,41 SPACE SPACE ;�ae`��.� a F.T.L. CONNECTED LOAD: 18.29 15.44 14.93 SPADE �v 35 30 SPACE SPACE SPACE � v SPACE � 39 40 SPA .r SPACE 42 SPACE F.T.L. CONNECTED LOAD: 1'!.16 10.36 11.44 PANEL ftP1A A S�: 35.86 !<VR (CONNECTED) DESCRIPTION �? � CATALOG NUMBER 3 O4, V!/ B O: 26.20 kVR (CONNECTED) NEW ��� � � i >� LED 40 12UJ208 VOLT C f�. 27.43 kVR (CONNECTED) 6" LED DOWNLIGHT HALO COMMERCIAL PD612ED010-PDM68XX-71VHWF 120/277 LED FED BY: N1DP 400 ANS' Bl� TOTAL 89.54 kVA (CONNNECTED) 249 AMPS 120/277 3P_400f�. M.C.B. 142 SUSPENDED BREAKER INTERRUPT RATING". 10,000 A.I.C. TOTAL 91.28 kVA (NEC 220) 253 AMPS 120/277 FLOURESCENT 42 WALL MOUNTED NOTES: EM EMERGENCY BUG EYE LIGHTING SURE LITES GOND V+ARE kVA kVA k�./A 0.33 Ci<T CKT EX kVA kVA i<VA ELT -EM -G -XX -BA -XX -UC i>1�1RE (�tJh;p F SIZE 1 F r , SIZ_ LOAD DESCRIPTION r ,� . 3 C 15 � � � B C'', NO. NO. C1B A � � B C � � LO. DDESC A Ed1PTION � n � SIZE SLE 3/4" 2#10 ANl1-6A2 2.51 2P-25 1 2 2P-50 2 51 101 RECEPTS AHU-6B 2#8 3 n 13P-20 112" ?#12 0.72 �O 102 RECEPTS \ 1i2" r?° 1, _ 2#12 'i 02 REC=FTS 4" 1 P-20 15 16 1P_ 20 1.00 � � • �\ 102 RECF� 2#12 '112" SPARE \�.o`� - 1P -20171P 2'#12 123 RECEPTS -2D ����� SPARE 2P-25 ���� ��\�\\�?� GJ 1 2#12 314 2#6 RHU-8A Nm 4.31 2P-60 5 6 -f--, 2P-25 BATHROOM RECEPTS 8B 2fr10 3i4" 2#12 109 RE�PTS � �� � \1.oa _.51 n, ,U �t12" 2#12 4.31 `_\����� \\�\ 1.08 1 P-20 �\ 23 24 � 2.51 ;\ � ' � OFEN OFFICE RECEPTS 2#12 112" 1I2" 2#12 OPEN OFFICE RECEPTS 1 08 �'\\, i � \\ �? �\?: ��,.?��zo 1 P-20 ----,25 ' 26 r\ 1 P-20 1.08 F OPEN OFFICE RECEPTS 2#12 SPAR_ 1/_ 1P OPEN OFFICE R���I'TS0.72 10 �0 � 27 28 � OA -'i 3#0 3r4 ('F F OPEN OFFICE R_C+=PTS ? ' _0 2#12 OWN OFFICE RECEPTS JP 1 P-20 F\������ 30 �\ 1 P-20 1.08 S PA 2#12 �t P-20 1/2" 12 OF OFFICE RECEPTS '\ 5.74 / \ 31 32 /'\ 1 P-20 nE _ \ , 2#12 112" 1i2" 2#12 Or'�NOFFICERECEPTS 0 72 1P-20 33 34 r\ SPARE � ��� 1.08 1P 2#12 14 1/2" 0.74 OPEN OFFICE RECEPTS •, • 0.72 1 P-20 --,35 ' 36 /-v. �... _0 OPEhJ OFFICE RECEPTS 2#12 1i2" 112" 2#'J 2 OPEN OFFICE RECEPTS 0.72 ���\ .� .,��`� 1 P -2d SPA2 38 1P-20 /-\ 15 16/\ 1P-20 112" ��,\�_ SPARE OPEN OFFICE RECEPTS }�r�v��'; 0 T� � ���, ..� 1 P-20 n 39 40 /ti 1 P-20 .. 1 08 �� v�\\V���\v`, OPEN OFFICE RECEPTS 2#12 112" 112" 2#12 COPIER SPARE 1P -2d 1P-20 /'x.17 10�\ 1r'�-20 1341135 R=G3TS 2;12 .SPARE F.T.L. CONNECTED LOAD: SPARE 1 P-20 19 �'� 1 P 22 2P-25 2.45 S PARE 2#10 3?4" 3.r�' \ AHU-4A ,;�'...4.26 _0 _0 24 \ SPARE \ �,.��. \\ 1P-20 ��,21 22/"'� 1P'LO SPARE \\\ 4 ?6 W,11 25 26 �\ 1 P-20 1.03 OFFICE LTG 2#12 112" SPARE A 12-20 23 /`� 1P 28 /"\ SPARE rU�.LL LTG ? 2�1_ 112 " �� _4 -2d •< SP„RE 112" 1P 20 OFFSI OFFICE LTG ������\����"� 0.74 1P_0 29 ' 30 � SPAR_ OPEN OFFICE LTG 2#12 1l2„ 112" 2#12 �-�_0 _0 -2 1P 0 31 ��� �� ,��\z��� 1.03 yA\\\ 1P-20 ���, I I ASSEPr�_Y _TG 2#12 SPARE 1 2 1P-20 ---,27 y.. z.. 0.0E � 1P 20 -�, 33 i 34 SPARE ZONE �N�ER3-2 2#12 1, 2 z��`���z� _ vv .. � .� SPARE 112" 1P-20 �\ 29 30 1P-20 35 ! 36 � SPARE ZONE Dr-1P1�'ER 3-4 21712 1J2" ��\��� SPARE ����\\� _ 1P 20 r\ 37 38 1P-20 SPARE SPRCE - ��;�\\\�`�, 31 32 /�, 1P-20 - 40 i'\ 1P-20 SPARE �\��\�� `,� SPACE��\�� ���,SPACE omavv \� - SPACE ,t (` _ SPACE A .% /v 33 � 31 ���\� n SP�,CE v y F.T.L. CONNECTED LOAD: a SPACE swam 35 36 SPACE SPA ,_ SPACE 37 38 SPACE �"� •����, /`, SPRY \ �. 39 �. � ca= SPACE \ .. ...��: e \. �0 .?. , .. SPACE ----,41 49.,-,l � SPACE ;�ae`��.� ,�.��,v F.T.L. CONNECTED LOAD: 18.29 15.44 14.93 PANEL RP2A A C: B O: C O: TOTAL TOTAL COND SIZE TYPE DESCRIPTION MFR CATALOG NUMBER VOLTS LAMPS WATTS MOUNTING REMARKS A 2X4 ARCHITECTURAL TROFFER CREE FP24-40L-35K-10V 120/277 LED 40 RECESSED NOTE 1 B 6" LED DOWNLIGHT HALO COMMERCIAL PD612ED010-PDM68XX-71VHWF 120/277 LED 23 RECESSED NOTE 1 C RECTANGULAR HIGH -BAY CREE KBL-A-UV-IV1-40K-7-UL-10V 120/277 LED 142 SUSPENDED NOTE 1 D EXTERIOR SCONCE LITHONiA MRW 42TRT MD MVOLT LPI 120/277 FLOURESCENT 42 WALL MOUNTED NOTE 1 EM EMERGENCY BUG EYE LIGHTING SURE LITES APEL 120/277 LED 0.33 WALL MOUNTED NOTE 1 EX EDGE LIT LED EXIT ISOLITE ELT -EM -G -XX -BA -XX -UC UNV LED 3.5 SURFACE NOTE 1 NOTES: 1) Alternate equipment shall be equal to the equipment listed in all respects. A C: B O: C O: TOTAL TOTAL COND SIZE '31.16 kVA (CONNECTED) 10.36 kVA (CONNECTED) 11.44 klrA (COhJrlECTED) 32.96 kVA (CONNECTED) 21.48 kVA (NEC 220} VViRE SIZE LOAD DESCRIPTION NEW ��� � � 91 AMS 3P -225A M.C.B. 60 'AMrj- kVA kVA kVA GCT CKT A � B k1 C � GB NO. NO. 3. O � t � Fi FED BY. RP1 225 BRE4KERINTERRUPTRATING: kVA kVA kVA G8 A � 130 C � ..LOAD DESCRIPTION 4 N! 120!208 VOLT AMS' BUS - 10,000 A.I.C. WIRE GOND SIZE.. ..SIZE 112" 244412 11 '1 RECEIPTS 0 72 1 P-20 1 2 '1 P-20 0.54 111 RECEPTS 2#12 1!2" 112" 2#12 QUTCXJQR GP RECEIPTS �\�\\\\\��.� 1 P-20 �\ 3 4 �. 1 P-20 ��\�� 110 RECEPTS 2#12 112„ 112° 2#12 113- 19 1 RECEPTS . � � 1.08 \\ IP -20 i\ 5 ' 6 1P-20 a 1.0 112 REGEPTS 2#12 112" 1f2" 2#'t2 113-119 RECEPTS 0.72 \`�\ � :������ 1P-20 � 7 8 �\ 1P-20 0.90 ��\ 122 GP RECEPTS 2#12 i12„ 1/2" 2#12 108 RECEPTS 0 36 .\.z 1P-20 �0 1P-20 i.08 1081104 RECEPTS 2;112 112" 112" 2#12 104 RECEF'1-S 0.36 1 P-20 11 ' 12 � 1 P-20 0.54 101 RECF�TS 2#12 112" 11_ _# 12 101 RECEPTS 0 72 ��\�\�� 1 P-20 n 13P-20 112" ?#12 0.72 �O 102 RECEPTS 2#12 1i2" r?° 1, _ 2#12 'i 02 REC=FTS 0.36 1 P-20 15 16 1P_ 20 1.00 � � • �\ 102 RECF� 2#12 '112" SPARE \�.o`� - 1P -20171P 2'#12 123 RECEPTS -2D ����� SPARE 2P-25 ���� ��\�\\�?� GJ 1 2#12 SPARE ���� �� ' 1P-20 � 19 20 n 1P-20 0.72 BATHROOM RECEPTS 2#12 112" 112" 2#12 109 RE�PTS 0 4 \1.oa �t12" 2#12 OPEN OFFICE RECEPTS \\�\ 1.08 1 P-20 �\ 23 24 � 1 P-20 ;\ � ' � OFEN OFFICE RECEPTS 2#12 112" 1I2" 2#12 OPEN OFFICE RECEPTS 1 08 �'\\, i � \\ �? �\?: ��,.?��zo 1 P-20 ----,25 ' 26 r\ 1 P-20 1.08 F OPEN OFFICE RECEPTS 2#12 112" 1/_ 2#12 OPEN OFFICE R���I'TS0.72 2P-45 1 P-20 � 27 28 � 1 P-20 � • \� 1.08 ('F F OPEN OFFICE R_C+=PTS ? ' 1/2" 2#12 OWN OFFICE RECEPTS 1.26 1 P-20 ---,29 � 30 �\ 1 P-20 1.08 OPEN OFFICE RcCEPTS 2#12 1/2„ 1/2" 2#12 OF OFFICE RECEPTS 1 O8 �\ ���z 1 P-20 / \ 31 32 /'\ 1 P-20 1.08 \\�\ „ � \� \\\°� OPEN OFFICE R=OPTS 2#12 112" 1i2" 2#12 Or'�NOFFICERECEPTS 0 72 1P-20 33 34 r\ 1P-20 � ��� 1.08 OPEN OFFICE RECEPTS 2#12 112" 1/2" 2#12 OPEN OFFICE RECEPTS •, • 0.72 1 P-20 --,35 ' 36 /-v. `t P-20 `wA�w`\� F110110 1104 1.08 OPEhJ OFFICE RECEPTS 2#12 1i2" 112" 2#'J 2 OPEN OFFICE RECEPTS 0.72 ���\ .� .,��`� 1 P -2d \ 37 38 1 P-20 1.08 F OPEN OFFICE RECEPTS 2`x`12 112" 112" 2#'t 2 OPEN OFFICE RECEPTS }�r�v��'; 0 T� � ���, ..� 1 P-20 n 39 40 /ti 1 P-20 .. 1 08 �� v�\\V���\v`, OPEN OFFICE RECEPTS 2#12 112" 112" 2#12 COPIER 1P -2d 42 �\ 1P-20 1 Oa 1341135 R=G3TS 2;12 112" F.T.L. CONNECTED LOAD: 2'I 22 2P-25 2.45 AHU-4B A O: 18.29 kVA (CONNECTED} � %� � �i � j� 3 0 4 W B f�: 'i 5.44 KVA (CONNECTED} � � v V PANEL � � � ��/�1 1201208 VOLT Col 14.93 kVA (CONNECTED} FED 81': RF2 -. 225 APJP BI,IS TOTAL 48.65 kVA (CONNECTED) 135 AP,�'S 3P -225A M.C.B. BREAKERIhJTERRUPf RATING: 10,000 A.I.C. OTAL 50.39 kVA (NEC 220) 140 APJP S _ I NOTES: - COND WRE kVA k1,/A kVA CKT CKT kVA kVA kVA VNRE COND 7 SLE SIZE LOAD r _OAD DESCRIPTION � A � B p C 4j GB NO. NO. GB A � B q} C Q LOAD DESCRIPTION SIZE SIZE is ?_ 27112 COPIER 2 0.70�\` 1 P-20 1 ' 2 i--\ 1 P-20 1.08���� � �� 122 RECEPTS 2#12 112" 112" ?#12 130/131/133 RECEPTS ��'?'�� 0.90 ' ��•� 'I P-20 n 3 4 0 50 , 1P-20 �\\\\�� COOLERREC�T 2#12 112" �� ��'`��\\\�,�, 112" 2'#12 123 RECEPTS �\\,_ ;\�\,•�� 0.72 ��v 1P -20 n 2P-25 ���� ��\�\\�?� GJ 1 2#12 ?^ 1/_ 314" 2#10 CU -2 2P-45 7 8 - � y�� `� r ` \."\x\'�\��. 9 10 2P-20 - �„, CU 2#10 314„ \\\`\`\\;\\ Z\\`�� -3 3i4" 2#10 CU -4 ����� - 2P-45 11 12 �'\�.��\� - �����` \.�.\��` ���a \�\`\\\\\� �a���o��: 13 14 -\ 2P-60 4.26 _ AHU 2A 2#6 , „ 3, 4 •.,/4 2#8 AHU-1 3 02 �� 2P-40 15 16 4.26 a�u� \.:0 3.02 17 18 2P-15 2.45 AHlU3 2#10 3t4„ 314" 27710 AHU-2 245 2P-25 19 20 2.4'0 .\\\\\��\\\\\\ 2'I 22 2P-25 2.45 AHU-4B 2#10 3?4" 3.r�' 2#6 AHU-4A ,;�'...4.26 2P-60 23 � 24 2.45 4 ?6 W,11 25 26 �\ 1 P-20 1.03 OFFICE LTG 2#12 112" 1r`2" 27`12 + DOWN LIGIT>-S 0.71 • � 1P-20 27 28 /"\ _ � 1.15 1P 20OFFI.,cI rU�.LL LTG ? 2�1_ 112 " 112" 2#12 OFFSI OFFICE LTG ������\����"� 0.74 1 P-20 29 ' 30 � 1 P-20 ��vA� 1.27 OPEN OFFICE LTG 2#12 1l2„ 112" 2#12 ?,S�ENIBLY LTG 1.03...�... v. ��� -2 1P 0 31 � 32 ,r -v 1.03 yA\\\ 1P-20 ���, I I ASSEPr�_Y _TG 2#12 1(2" 1 2 2i# 1 - ZONE DAMPER 3 'l AN y.. z.. 0.0E � •i P-20 -�, 33 i 34 - v 0.01 � v. 1 P 20 ZONE �N�ER3-2 2#12 1, 2 _ vv .. � .� 112" 2#12 ZONE DAMPER 3-3������ 0.01 1 P-20 35 ! 36 � 1 P-20 �\\�� 0.01 ZONE Dr-1P1�'ER 3-4 21712 1J2" SPARE ����\\� _ 1P 20 r\ 37 38 1P-20 SPARE SPARE �,.` •�� ?�\�� �� 1P-20 �\ 39 40 i'\ 1P-20 SPARE SPACE��\�� 42 \� - SPACE \. F.T.L. CONNECTED LOAD: 1 I NEUT. HOT/ do 120VAC LINE 277VAC 0 w ANY24VDC OCCUPANCY SENSOR (CAP IF NOT USED) CAP BOTH WIRES NOT USED OCCUPANCY/DAYLIGHT SENSOR WIRING DETAIJ N.T.S LIGHTING AND •. • NOTES: 1. MAXIMUM NUMBER OF SENSORS PER POWER PACK DEPENDS ON THE MODEL OF SENSOR. SEETHE PRODUCT DATA SHEET TO DETERMINE THE SPECIFIC CURRENT CONSUMPTION OF EACH SENSOR. MULTIPLE OCCUPANCY SENSOR SINGLE POWER PACK N.T.S N.T.S SLAB ABOVE 3'-0" FOR 0-150V NOMINALPANEL WALL 0" FOR 150 600V 30" WHICH DOES NOT AMINAL PANEL HAVE TO BE CENTERED ON EQUIPMENT W z PANEL Q a FINISHED FLOOR SIDE VIEW FRONT VIEW SIDE VIEW REQUIRE FRONT VIEW CLEARANCE ni�"I�ICAL I�ANL��AI�� ��C�IJIRE® CL�A�ANC� N.T.S 2771480V 120/208V GREEN GREEN r GRAY WHITE ••• ••• GROUND BUS ee•eee NEUTRAL BUS BROWN BLACK ORANGE RED YELLOW BLUE BROWN BLACK ORANGE RED YELLOW BLUE TYP. ! TYP. TYP. TYP. BROWN PHASE A BLACK TOP OR BOTTOM FEED ORANGE PHASE B RED (SEE RISER DIAGRAM YELLOW PHASE C BLUE AND/OR PANEL SCHEDULES) I�ICAL PANEL CCLF� CCS®!� �EiAIL 3 N.T.S eeeeeeeuw1� N G.RGD ,v �� .•�� CENs'-- J ®ice ft No. 54049 10 CONSULTING ENGINEERS • • • ' STRUCTURAL I MECHANICAL I ELECTRICAL I PLUMBING I FIRE PROTECTION ST '�® www.rgdengineers.com 4b MADE IN THE USA �i�J�•'Y p' ��o®� 4901 VINELAND RD #335, ORLANDO, FL 32811 (407) 845-6630 s���s •• L O. �•° G®o These Drawings are NOT VAUD for any purpose which requires the original signature and seal of the engineer unless the original o®v ONA ss%* " ® signature and seal are affixed. Drawings not signed and sealed by Billets the engineer shall not be submitted to any authority or used for any purpose where signed and sealed documents are required. ALLEN G. LIANG FLORIDA P.E. NO. 54049 ELECTRICAL ENGINEER CERT OF AUTH 5454 nATF 10.23.2018 t 4 t System No. W-1,_1001. June 15, 2005 F Ratin2:s-1, 2.3 <in(] 41Ir (See Items 2 and 3) T Ratings - 0, 1, 2, 3. and 41 h- (See Item.)) L RatinuAtAmblent-lessthan I CFNI/Scl f. L Rating At 400 F- less than l CIFNI/sel ft J LSC. i t0N1 A -i 1 I. Wall Msensbly --The 1, 2, 3 or 4 hr fire -rated gypsum wallboard -'stud wall assembly shall be constructed of the materials rind in the manner described in the individual U300 or U400 Series "'all or Partition Designs in the LI. f=ir:: Resistance Directory and shall include the foltowinu- construction features: A. Studs- VV`all framing may consist of either wood studs (max 2 hr fire rated assemblies) or steel channel studs. Wood studs to consist of now 2 by 4 in. (51 by 102 nun) hlmber spaced 16 in. (406 min) OC with nom 2 by 4 in. (51 by 102 nim) luntber end plates and cross braves. Steel ;tads to be mitt 5:'8 in. (92 Imri) wide by 1-311 iia.(35 nun) deep channels spaced max 2-1 in. (6 10 rnrn) OC. B. Gypsum Hoard, Nom 1/2 or 5'S in. (13 or 1 £i rnrn) thiel:, 4 ft. (122 cm) wide with vquare or tapered edges. "The gypsum wallboard type, thickness, number oflayers. fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL hire Resistance Directory.'lax diarn of opening is 26 in. (660 nin). 2. Through Penetrant-- One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular, between pipe, conduit or- tubing and periphery of opening shall be min of 0 in. (0 rnrn) (point contact) to max 2 irr. 01 111111). Pipe, conduit or tubing to be rigidly supported ori both Sides of wall as embly. The f<Illowin' types and sizes ofinetallic pipes, conduits or tubing may be use(1: A. Steel Pipe - Nom 24 in. (610 mn)) diarn (or imaller) Schedule 10 for heavier) steel pipe.. B. Iron Pipe-- Noni 24 in. (610 rnni) diarn (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. (305 mm) diarn (or smaller) or Crass 50 (or heavier) ductile iron pressure pipe. C. Conduit -Nom 6 ill. (152 rnrn) diarn (or smatter) steel conduit or nom 4 in. (102 mm) diarn (or smaller) steel electrical metallic tubing D. Cropper'I'tibing - Nom 6 in. (152 nun) diarn (or srnaller)'type L (or heavier) C0].)per ttlbinl; E. Copper Ilipe-- Noni 6 in. (152 rani) diarn (or smaller) Regular (or heavier) copper pipe. F. Tlirongh Penetrating Product * - Flexible Afetal Piping - The following types ofsteel flexible metal gas piping may be used: 1. Noir 2 in. (51 mm) diarn (or sinaller) steel flexible metal gas piping. Plastic cowering on piping may or may not be removed on boih sides or floor or wall assembly. O'IEG,A FLEX INC: 2. Nom 1 in. (25 rnrn) diarn (or smaller) steel flexible inetal gas piping. Plastic Covering on piping may or may not be reinoved on both sides of floor or wall assembly. TITEFLEX CORP A BUNNY CO 3. Nom I in. (25 inn) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not beremoved on both sides of floor or wall assembly. W'A,RD IFG INC: This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. c&us • L' i Product Su ort line: l -808-3.18-1687 Fire �� c� C:iipil �'t �t� ttCl� �� www.31n.com/firestop W -L-1001 v I of 2 Choose option 4 for FAX Oil DEMAND 7 Systelin Nst. V-1,-. 000 contzar ted 3. Fill,Yold or Cavit-v Alater ial * - Caulk or :Sealant- Nlin 5,'8. 1-1!4,1-7!o and 2- 1/2 in. (16.32, 48 and 64 nmt) thickness of caulk for 1. 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both swfaces of wall.'lin 111`4 in. (6 nun) diarn bead of caulk applied to gypsum boarc%'penetrant interface at point contact locutirni on both silos of wa1L'I'he hourly F Rating ofthe fir�stop system is dependent upon the hourly fire rating of the hall assembly in which itis installed, as shown in the following table. The Irourl_y T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tubulated below: ri.lax Pipe or Conduit Dian In. (mm) T Rating til- T Rating tie — 1 (25) _ 1 or t 0+. 1 or t 1 (25) 3 or 4 3 or 4 4 (102) ( or 2 o 6(152) �- 3or4 U t2 (305) 1or2 0 'When copper pipe is used, T Rating= is 0 hr. 311C0,11PANY-CP25WB- caulk orf=B-3000;t'Tsealant, "Bearin!- the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. c@as 3Mil'r' Pt'06 60 1 �i'o3:( t I CA S PsuductSuppodlin:l-800-323-1687 98 www,3iii.com/firestop 3/firestop + 1 2 of 2 Choose option 4 for FAX ON DEMAI'M e'oa'2araeiasoo'sr No. 54049 ® J� • e A � ft 7� o • 7� r : I • >� a IV rrrr^• •e••O•F�I•••e •Q � seaaon0 STRUCTURAL I MECnANiCAL I ELEcrmCAL I PLUNIBI�NIG I FIRE PROTECTION www.rgdengineers.com MADE IN THE USA 4901 VINELAND RD #335, ORLANDO, FL 32811 (407) 845-6630 These Drawings are NOT VALID for any purpose which requires the original signature and seal of the engineer unless the original signature and seal are affixed. Drawings not signed and sealed by the engineer shall not be submitted to any authority or used for any purpose where signed and sealed documents are required. N.T.S. ALLEN G. LIANG FLORIDA P.E. N0, 54049 ELECTRICAL ENGINEER CERT OF AUTH 5454 DATE 10.23.2018 m O Q U U O Z 0 O fZ CZ 4 f" �i 0 Nelson Blankenship, AIA =' hey a U cel � . r ii1 � U � •� rYZ,, ® — U O 4 ¢—nc oQ^ �j MM 1+1 fel n r c z � o Q x E� w7 C/) 0 W Q C3 C-) CK p ) LLI i_ LUV1 Z M DRAWN CHECKED PROJECT NUMBER 1722.1 DRAWING NUMBER E-304 DATE 10-18-18