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HomeMy WebLinkAbout36763 Eiland Blvd (2)At -rl i It -00 Rilto AL At 0 0 A I I a a - dmL b A REVISIONS By OffR 04*M5 04.21.18 iDs u C) E'T C-q C\1 LCI CIO C-'J Cn ........... . .... ........... A Co �s I � > V o� �Zo zi Cq U-) 0 Ca —J E to -'E 0 0 C) L- LLi 0 > -C a- M 0 >-. m -C W z 0 LA — Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn:JDS Job: 15-025 Sheet T 1 fl:',pTqjec1,s'?rojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\Rev 1\04-Architectund',.......3 . I - TFrLE.dwg, 6/29/2018 7:44:22 AM, JSimon, Adobe PDF.pc3 L I I I __ I I I I I I _ I I i AWREVIATIONS GENERAL NOTES IBUILO M CODE INFOW ATION INDEX OF DRAWINGS APPLIGADLE CODES AND STANDARDS 4 AND FADA FLORIDA ACCESSIBILITY O.D. OUTSIDE DIAMETER, 1. ALL WORK. SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE TI TITLE SHEET SU STRUCTURAL SPECIFICATIONS THE FLORIDA BUILDING CODE: SIXTH EDITION (2011) L ANGLE CODE OVERALL DIMENSION CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL T'2 C.ODE INFORMATION AND DRAWING INDEX 612 WIND DESIGN CRITERJA AND TYPICAL DETAILS AT FNA, FAMINE NAPKIN DISPOSAL OF.G.I. OWNER FURNISHED, CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND . ACCESSIBILITY 613 SCHEDULES t CENTERLINE FN.V. FAMINE NAPKIN VENDOR CONTRACTOR INSTALLED FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES WAVING LOCAL JURISDICTION. . BUILDING AM OVERALL AFiaGHITEGTUR►AL SITE PLAN 82.1 SOUTH WING FOUNDATION PLAN 0 DIAMETER OR ROUND FPRF. FIRE PROOF(ING) 0PD. 1. OWNER FURNISHED, • ENERGY CONSERVATION " NUMBER OR POUND F.R. FIRE RATED OWNER INSTALLED 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE • EXISTING BUILDING A82 AR1I I ECTUR.AL SITE PLAN 822 NORTH WING FOUNDATION PLAN A.B. ANCHOR BOLT FR FRAME O.H. OVERHEAD, OPPOSITE CURRENT EDITION OF THE "GENERAL CONDITIONS OF TWE CONTRACT FOR CONSTRUCTION" . FUEL GAS A83 A WWI I ECURAL SITE DETAILS 623 SOUTH WiNG 2ND FLOOR FRAMING PLAN A/C AIR CONDITION FT. FOOT OR FEET OAH CAB. OVERHEAD CABINET AIA DOCUMENT A201. • MECHANICAL AS4 ARs<=. 41 I EC I MAL SITE DETAILS 62A NORTH WING 2ND FLOOR FRAMING PLAN ACOUS. ACT. ACOUSTIC (AL) ACOUSTICAL LAY -IN TiLE FTG. FURR FOOTING FURRING OPNG. OPP. OPENING OPPOSITE 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF - PLUMBING • TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES $�$ SOUTH WING ROOF FRAMING PLAN ADJ. ADJUSTABLE, ADJACENT FUT. FUTURE OS. OVERFLOW SCUPPER ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WWiCW WE BELIEVES TO BE INADEQUATE L61 IST FLOOR LIFE SAFETY PLAN 82.6 NORTH WING ROOF th'AMNG PLAN ADD. AUTOMATIC DOOR OPENER F.W. FLUSH WOOD O.R. OPERATING ROOM OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF THE FLORIDA FiRE PREVENTION CODE: SIXTH EDITION L62 2ND FLOOR LiFE SAFETY PLAN 82.1 HGH ROOF FRAMING PLAN AFF, ABOVE FINISH FLOOR PNT. PAINT AUTHORITiES WAVING JURISDICTION OVER THE WORK, ARID OF ANY NECESSARY ITEMS OR 82.8 EAST PORTE COCNERE FOINDATICN / ROOF FRAMING PLAN NFPA 101: LIFE SAFETY CODE FLORIDA 2011 EDITION A.W.U. AL. AIR HANDLER (UNIT) ALUMINUM GA. GAL. GAUGE GALLON PF. PL. PREFABRICATED PLASTIC LAMINATE WORK OMITTED FROM TWE DRAWINGS. Ala IST FLOOR - OVERALL FLOOR PLAN 829 WOT PORTE C-OC.4M FCINDATION / ROOF FRA1MM PLAN A.L. ACOUSTICAL LAY-iN GALV. GALVANIZED PLAS. PLASTER 4. ALL SUBCONTRACTORS SWALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED iN TWE WORK NFPA 10: NATIONAL ELECTRICAL CODE 2014 EDITION 1 Ab iST FLOOR - PARTIAL FLOOR PLAN 83J WALL SECTIONS 2010 ADA STANDARDS FOR ACCE5515LE DESIGN ALT. ALTERNATE G.B. GRAB BAR PLBG. PLUMBING OF TWEIR TRADE, t0 ENSURE FIRST GLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST Ala i6T FLOOR - PARTIAL FLOOR PLAN 632 WAU SECTIONS ANOD. ANODIZE(D) G.C. GENERAL CONTRACTOR PLYWD. PLYWOOD TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. 1 Aid 18T FLOOR - DIiMENISIONED FLOOR PLAN - 81 1.1. 833 63 IOI WALL, SECTIONS WALL, A.P. ACCESS PANEL G.M. GALVANIZED METAL POL. POLISWED SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE UNSATISFACTORY WORK, i Ale 1ST FLOOR - PARTIAL DIMEFLOOR FLOOR PLAN ONB DETAlJ.B APPROX. APPROXIMATE GML. GALVANIZED METAL LATH PR PAIR THE CONTRACTOR MAY REMOVE AND REPLACE It, AND CWARGE TWE COST TO THE ARCW. ARCHITECT G.M.S. GALVANIZED METAL STUD PA. PARKING SPACE SUBCONTRACTOR USE AND OCCUPANCY CLASSIFICATION Alt IST FLOOR - PARTIAL DIMENSIONED FLOOR PLAN 842 SECTIONS AND DETAILS AUTO. AUTOMATIC GND. GROUND PT. POINT Aig iST FLOOR - ENLAWGIED TOILET PLAN AND DETAILS 843 SECTIONS AND DETAILS GR GRADE PA. PRESSURE TREATED 5. IT iS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION FBC GWAPTER 3 - SECTION 304: GROUP "15" - BUSINESS A iST FLOOR - ENLA AM TOILET MAN AND DETAILS 64A SECTIONS AND DETAILS B.G. BLDG. BUMPER GUARD BUILDING GYP. GWB. GYPSUM GYPSUM WALLBOARD P.A.D. PTN. PAPER TOWEL DISPENSER PARTITION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING AND Its COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT 15 NOT LIMITED All iST FLOOR - ENLARMED TOILET PLAN AND DETAILS 643 SE rCTIO10 AND DETAILS BM. BEAM H.B. HOSE BIB P.V.G. POLYVINYL CWLORIDE TO, TWE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS TWAT MAY BE Aij iST FLOOR - ENLARSED TOILET PLAN AND DETAILS 84.6 SECTICNB AND DETAILS BOTT, BOTTOM WBD, HARDBOARD NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF ORAL BUILDING HEIGHTS AND AREAS 1 A3a 2ND FLOOR - OVERALL FLOOR PLAN BUR, BUILT-UP ROOF W.A. HOLLOW CORE OR Q.T. QUARRY TiLE THE CONTRACTOR AFTER COMPLETION OF TWE PROJECT. A2b 2ND FLOOR - PARTIAL FLOOR PLANT RV FIRE PROTECTION Sf,'IECrIFIGAT,IOW, NOTES 4 LEwo TABLES 5043, 504.4, S062 M'� PROVIDED HANDICAP CAB. CABINET HCWD. HOLLOW CORE WOOD R RISER OR RADIUS Co. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR I A2C 2ND FLOOR- PARTIAL FLOOR PLAN I" 16T FLOOR FIRE PROTECTION PLAN CAB. CATCH BASiN DOOR R.C. RUNNER CHANNEL DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS ALLOWED A'jd 2ND FLOOR - DMENSIOWD FLOOR PLAN - SHELL FP2 2ND FLOOR FIRE PROTECTION PLAN C.C.T. CUBICAL CURTAIN TRACK HDW. HARDWARE R.C.P. REINFORCED CONCRETE SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, iN LINE, AND PLUMB. ALL i A2 s 2ND FLOOR - PART'lAL DIMENSIONED FLOOR PLAN FP3 FIRE PRC7t'ECTtON DETAILS C.C.U. CORONARY CARE UNIT HDWD. HARDWOOD PIPE NON CONFc?Ri"11NG WORK SHALL BE REJECTED AND RE-ACCOMPLISWED BY TWE GENERAL BUILDING AREA 1 A 2ND FLOOR - PARTIAL DIMENSIONED FLOOR PLAN GER CERAMIC WGT. WEIGHT RD. ROOF DRAIN CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER FIRST FLOOR AREA 15016 S!F CF.C.I. CONTRACTOR FURNISHED- HI"i. HOLLOW METAL RE. RELATIVE TO SECOND FLOOR AREA 14,611 5/F Alg 2ND FLOOR - ENLAR SED TOILET PLAN AND DETAILS PI iST FLOOR - PARTIAL PLI�MDIN G PLAN CONTRACTOR INSTALLED WORIZ. HORIZONTAL RECEP. RECEPTACLE 1. ALL WORK SWOUJPt ON THE DRAWINGS SWALL BE CONSTRUCTED OF NEW COMPONENTS. A?�Fi 2ND FLOOR - TOILET PLAN AND DET'AiLS P2 1ST FLOOR - PARTIAL PLUMDING PLAN TOTAL BUILDING AREA - EQUATION 5-2 54,000 S/F 30,353 S/F C.G. CORNER GUARD H.PT. HIGH POINT REF. REFERENCE A21 2ND FLOOR - ENLARIGED TOILET PLAN AND DETAILS P3 2ND FLOOR - PARTIAL PLUMM PLAN C.I. JOINT CAST IRON C.J. CONTROL HR H.R. HOUR WANDRAIL REFR, REG. REFRIGERATOR REGULATE, REGULAR 8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BiD PURPOSES. SUCH A2J 2ND FLOOR - SA AWSED TOILET PLAN AND DETAILS P4 M FLOOR - PARTIAL PLUMING PLAN BUILDING HEIGHT 60'-0" 42'-0" C.L. CENTER LINE W.R.S. WEALTH AND REHABILITATE REINF. REINFORCING ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK A3a IST FLOOR - PARTIAL. REFLECTED CEILING PLAN PS SANITARY RISER DiAC~, WATER DEMAND CLG. CEILING SERVICES READ. REQUIRED TO BE PERFORMED. NUMBER OF STORIES 3 2 A9b iST FLOOR - PARTIAL REFLECTED CEILING PLANT AiLS • TOTALS REFLECT AREA MODIFICATION AS FOLLOWS: CLO. CLOSET W.S. HEAT STRENGTWENED REV. REVISIONS C.M.U. CONCRETE MASONRY UNIT HS.V. HEAT STEAMED VINYL R.H. ROBE HOOK S. It SWALL BE TWE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD A3c' REFL=EC I CEILING PLAN( - CANOPY AND DETAIL, 1 P6 IST DOOR SANITARY RISER COL. COLUMN HTG. HEATING RM. ROOM INSPECT TWE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HiS BID. FRONTAGE INCREASE PER FBC 5063 0.00% Aid iST FLOOR - REFLECTED CEILING PLAN DETAILS P'i 2ND FLOOR SANITARY RISER TYPES OF C"'TRLiCTICIN COIN. COMMON H.VA.C. HEATING, VENTILATION, 4 R.O. ROUGH OPENING TWIS INSPECTION 15 REQUIRED SO TWAT TWE CONTRACTOR SHALL BE TOTALLY FAMILIAR A4a 2ND FLOOR - PARTIAL REFLECTED CEILING PLAN( CONC. CONCRETE AIR CONDITIONING WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS A,b 2ND FLOOR - PARTIAL REFLECTED OILING PLAN MI IST FLOOR - PARTIAL MECHANICAL PLAN CONST, CONSTRUCTION SA$. SOUND ATTENUATING DEFINED iN THESE CONSTRUCTION DOCUMENTS. AAC MFLOOR -REFLECTED CEILING PLAN DETAILS M� IST FLOOR -PARTIAL MECHANICAL PLAN CONT. CONTR. CONTINUOUS CONTRACTOR I.G.U. I.D. INTENSIVE CARE UNIT INSIDE DIAMETER S.B. BLANKET SET BACK 10. UNLESS OTHERWISE SPECIFIED, THE G.C. SWALL FURNISH A WRITTEN GUARANTEE FOR ALL TYPE OF CONSTRUCTION V-B SPRINKLERED A4d 2ND FLOOR - REFLECTED CEILING PLAN DETAILS 1`13 2ND FLOOR - PARTIAL. MECHANICAL PLAN CORK CONDOR IN. INCW(ES) S.C. SOLID CORE WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A TABLE 601 - FiRE RESISTANCE RATING FOR BUILOW3 ELEMENTS AN ROOF PLAN M4 M FLOOR - PARTIAL MECHANICAL PLAN BUILDING ELEMENT REQUIRED PROVIDED C.O. CASED OPENING/ CLEAN INCL, INCLUDE(OXING) SCED. SCHEDULE PERIOD OF ONE (i) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL AI3b ROOF DETAILS OUT INFO. INFORMATION SCWD SOLID CORE WOOD DOOR APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER A6a EXTERIOR ELEVATIONS M6 MECHANICAL SCkDULES AND DETAILSCPT. C.S. CARPET CONCRETE SEALED INSUL. INT, INSULATION INTERIOR SEAL. SECT. SEALANT SECTION il. IT SWALL BE THE RESPONSIBILITY OF TWE G.C. AND/OR CONTRACTORS TO COMPLY WITH PRIMARY STRUCTURAL FRAME 0 WR 0 HR Abb i EXTERIOR ELEVATIONS BEARING WALLS - EXTERIOR 0 WR 0 WR C.S.W. CAVITY SHAFT WALL I.P. ISOLATION PANEL SF. SQUARE FOOT (FEET) ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND WEALTH ACT OF 1510 BY THE Ala STAIR i - PLANS AND DETAILS El ELECTRICAL SPECIFICATIONS C.T. CERAMIC TILE I.PS INSIDE PiPE DIAMETER SH. SWELViNG, SHELF U.S. DEPARTMENT OF LABOR AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES Alb STAIR 2 - PLANS AND DETAILS N }PLAN CTR COUNTER, CENTER I.T. ISOLATION TRANSFORMER SWT. SWEET TO COMPLY WITH THiS LAW, AND ANY RELATED STATE OR LOCAL LAWS. BEARING WALLS - INTERIOR 0 WR 0 WR A'IC ELEVATOR SHAFT -PLANS AND DETAILS 1 Eb IST FLOOR -PARTIAL ELECTRICAL PLAN (S�,tT NONBEARING WALLS AND PARTITIONS - EXTERIOR 0 WR 0 HR C-S. TOMOGRAPW COMPUTED AXIAL i.Y.T. INTRAVENOUS TRACK SIM. S.M. SIMILAR SHEET METAL 12. THE DATA GIVEN HEREIN AND ON TWE DRAWINGS IS AS EXACT AS COULD BE SECURED. Aea WALL. SECTIONS 1 ElC iST FLOOR - PARTIAL ELECTRICAL PLAN (NORTH) NONBEARiNG WALLS AND PARTITIONS - INTERIOR 0 HR 0 HR SCANNER JAN. JANITOR SINS. SHEET METAL SCREW THEIR ABSOLUTE ACCURACY i$ NOT GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT A8b I114LL SECTIONS 1 Eld iST FLOOR - PARTIAL ELECTRICAL PLAN (CANOPIES) CTSK COUNTER SUNK JT. JOINT S.P.B. SPECIMEN PASS BOX LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY Aft WALL SECTIONS Eta 2ND FLOOR - OVERALL ELECTRICAL FLOOR PLAN C_W. CERAMIC TILE WAINSCOAT SPEC. SPECIFICATION(S) ADAPT HIS WORK TO TWE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 WR 0 WR A8d WALL SECTIONS 1 E2b 2ND FLOOR - PARTIAL ELECTRICAL PLAN (SOUTH) CA. CLEAN UTILITY K.P. KICK PLATE SPF. SOUNDPROOF VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. KS. KNEE SPACE 546 STAINED AND SEALED ROOF CONSTRUCTION AND SECONDARY MEMBERS T 0 HR 0 HR Aft 111AI I SECTIONS 1 C 2ND FLOOR - PARTIAL ELECTRICAL PLAN (NORTH) DA. DELAYED ACTION S.S. STAINLESS STEEL 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN AN 111AI I SECTIONS E3a 16T FLOOR - OVERALL ELECTRICAL LGHTING PLAN TABLE 602 - FIRE RESISTANCE RATING FOR EXTERIOR WALLS BEARING DBL. DOUBLE L. LENGTH STA. STATION ANYWAY BY THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY AND NON BEARING BASED ON FIRE SEPARATION DISTANCE WALL SECTION DETAILS E3b 16T FLOOR - PARTIAL El "tRICA. LGHT'MG PLAN (8011 D.E. DEPT, DOUBLE EGRESS DEPARTMENT LAB. LA. LABORATORY LAY -IN ACOUSTICAL STD. STL. STANDARD STEEL THE ARCHITECT OF RECORD. WALL SECTION DETAILS M 16T FLOOR - PARTIAL ELECTRICAL LIGII INC'f PLAN (NORTI"I) FIRE SEPARATION DISTANCES REQUIRED PROVIDED DET. DETAIL LAM, LAMINATE STOR STORAGE At UI4LL SECTION DETAILS E3d 1ST FLOOR - PARTIAL ELECTRIC& LGHTM PLAN (CANOPES) DA. DRINKING FOUNTAIN LAV. LAVATORY STRL. STRUCTURAL LESS THAN 5'-0" 1 WR N/A Aga DOOR S AND DETAILS LW*ffM illiLC"TM AND Fi CRM SCi°Ei " DIA. DIAMETER LBL. LABEL S.U. SOILED UTILITY Alb DOOR DETAILS E4 ELECTRICAL LEGEND AND DETAILS FROM 5'-0" TO 10'-0" 1 WR N/A DIAL. DiM. DIAGONAL DIMEN51CN L.D.W. LF. LESS DOOR WIDTH LINEAR FEET SUSP. S.Y. SUSPENDED SQUARE YARD Aft WINDOW S AND DETAILS E4a 2ND FLOOR - OVERALL ELECTRICAL LiGNTIN G-1 PLAN DISP. DISPENSER LKR LOCKER FROM 10 -01� TO 30 -0,5 0 HR N/A AiV Mi ELLANEOILIS DETAILS E4b 2ND FLOOR - PARTIAL ELECTRICAL. LIGWIII PLAN (SOUTH) CONSTRCTION NOTES GREATER THAN 30'-0" 0 WR N/A DN. DOWN L.L. LEAD LINED, LiVE LOAD T. TREAD, TOILET DR. DOOR L.P. LIGHT PROOF TA TABLE Alla iST FLOOR - MILLWORK PLAN E& 2ND FLOOR - PARTIAL ELECTRICAL LtGI•I'TW3 PL.AN (NORTH) Alb INTERIOR ELEVATIONS - iST FLOOR E8 ELECTRICAL DETAILS DWGS. DWR. DRAWINGS DRAWER LT.Wi'. LIGHT WEIGHT T.B. T.C. TEST BORING TOILET COMPARTMENT 1 AlIc INTERIOR ELEVATIONS - iST FLOOR Eb ELECTRICAL DETAILS MAS. MASONRY T.D. TRAVEL DISTANCE FiRE AND SMOKE PROTECTION FEATURES Ad INTERIOR ELEVATIONS - IST FLOOR El ELECTRICAL RISER DIAGRAM EA. EA. EACH EXPANSION BOLL MAi MAX. MATERIAL MAXIMUM TEL.TELEPHONE TEMP. TEMPERED, TEMPERATURE 1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE WITH As INTERIOR ELEVATIONS - 1ST FLOOR ELECTRICAL PANEL SCHEDULES E.OS. EDGE OF STEEL M$. MACHINE BOLL 74G TONGUE 4 GROOVE ASTM-E-84. ALL FINISH MATERIALS SHALL MEET A CLASS "B" INTERIOR FiNiSH RATING IN EXIT ASSEMBLY FIRE RATINGS REQUIRED PROVIDED Allt INTERIOR ELEVATIONS - IST FLOOR I ES ELECTRICAL PANEL SCHEII5 E.J.ND . EXPANSION JOINT MECH. MECHANICAL TWK. THiCK(NESS) EXIT ACCESS AREA. GLASS "C" ELSEWHERE. Aiig INTERIOR ELEVATIONS - iST FLOOR EIV FIRE ALARM RISER AND DETAILS FiRE WALL - 106.1 AND TABLE 106.4 N/A N/A EL. ELEVATION MED.CAB. MEDICAL CABINET T.P.D. TOILET PAPER DISPENSER 2. ALL EXIT DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, Alta 2ND FLOOR - MILLWORK PLAN E61 ELECTRICAL SITE PLAN ELEC. ELECTRICAL MEDF'REP. MEDICAL PREPARATION T.P.H. H TOILET PAPER OLDER COOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE SHAFT AND EXIT ENCLOSURES - M3.4 / 1020.1 i HR 1 HR Aft INTERIOR ELEVATIONS - 2ND FLOOR ELEV. EMER ELEVATOR EMERGENCY MTL. MFD. METAL MANUFACTURED TREAT. T.V. TREATMENT TELEVISION BOLTS SWALL NOT BE USED. LESS THAN 4 STORIES Al2C IN7ERtOR ELEVATIONS - 2ND FLOOR E.P. ELECTRICAL PANEL50ARD MFR MANUFACTURE TYP. TYPICAL OCCUPANCY SEPARATION - 1013.5 / 508 N/A --- Al2d INTERIOR ELEVATIONS - M FLOOR EPS EXPANDED POLYSTYRENE Mix. MEDICAL GAS 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE f8 LESS THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18" AFF. AND ALL GLAZING iN DOORS SHALL Ails INTERIOR ELEVATIONS - 2ND FLOOR TENANT SEPARATION - 108.1 N/A --- EQ. EQUIP. EQUAL EQUIPMENT MJ3 M.G.O. MEDICAL GAS ALARM MEDICAL OUTLET Uc. U.C. UNDERCUT UNDER COUNTER BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER FBC-2406.1 Al2t INTERIOR ELEVATIONS - 2ND FLOOR E.R. EMERGENCY ROOM, MiG.V.B. MEDICAL GAS VALVE, BOX UDN. UNLESS OTHERWISE NOTED EXIT PASSAGEWAY - 1013.4 / 10243 N/A ___ ALU CADIIET DETAILS EMERGENCY RELEASE M.BM. METAL BUILDING UTIL. UTILITY 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 80" Aft CADItET DETAILS HORIZONTAL EXIT - 1013B / 1026.1 N/A --- E.S. EXPOSED STRUCTURE MANUFACTURER ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, SINGLE OCCUPANCY FIRE AREA - 1013.10 N/A --- E.T. ELAPSED TIME M.G. MANHOLE V. VINYL CONDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE i E.G. ELECTRIC WATER COOLER MIN. MINIMUM Y.B. VINYL BASE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT, FREE STANDING OBJECTS MOUNTED ON CORRIDORS (OCCUPANT LOAD LESS N/A ___ .W EXP. EXPANSION MIN. MISCELLANEOUS V.G.T. VINYL COMPOSITION TILE POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE EXT'G EXISTING MLDG. MOLDING VERT. VERTICAL(LY) CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE . THAN 30) - 1020.1 (UNSPRINKLERED) ETR EXT. EXISTING TO REMAIN EXTERIOR MA. M.O.L. MASONRY OPENING MORE OR LESS VEST. V.IF. VESTIBULE VERIFY IN FIELD 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT M.P. MEDICINE PREPARATION V.UJF. VINYL WALL COVERING LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, 018 iST FLOOR - FLOOR FINISH PLAN F.A. FiRE ALARM M.R.MOISTURE RESISTANT GRAB BARS, WALL STOPS, ETC- 18GA. GALV. FLAT METAL MAY BE USED IN LOCATIONS INTERIOR FINISHES IDb 1ST FLOOR - REFLECTED CEILING FINISH PLAN F.A.C. FiRE ALARM CABINET M.R.I. MAGNETIC RESONANCE W/ WITH APPROVED BY ARCHITECT. I01C EAST t TEST CANOPIES - REFLECTED CEILING FINISH INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY - TABLE 803.11 F.A.P. F.G. FiRE ALARM PULL STATION FURRING CHANNEL M.S. IMAGE METAL STUD W.B. W.C. WALL BUMPER WATER CLOSET, WALL 6 ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME PLAN - IST FLOOR ROOMFINISH SCHEDULE AND SINESS UP "B" BUSINESS GRO . MEAN SEA LEVEL COVERING FLOOR DRAIN, FIELD M.S.L.ROUP: SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFTSTOPPED AS FINISH LEGEND PROJECT TEAMTEAMF. DIMENSION M.T. METAL THRESHOLD W/C WHEEL CHAIR FOLLOWS: ID2a 2ND FLOOR - FLOOR FINISH PLAN INTERIOR EXiT STAIRWAYS, INTERIOR EXIT RAMPS, AND EXIT CLASS B FDN. FOUNDATION MTD. MOUNTED WD. WOOD b.i. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SWALL BE D AT ID2b M FLOOR - REFLECTED CEILING FINISH PLAN F.A. FIRE EXTINGUISHER MUL. MULLION W.W. WATER HEATER EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT TWEHE LEVEL OOF SUPPORT FOR ROOFS PASSAGEWAYS ID2C 2NID FLOOR - ROC" FINISH AND FINISH CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS-- CLASS C FA.G. FIRE EXTINGUISHER M.V. MIXING VALVE W.I. WROUGHT IRON CABINET N.C. NURSE CALL W/O WITH OUT 62. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY DRAFTSTOPS INTO LECIEND 1�fa-IIT'ECT OLIVERi ARCW1TECTS MLILIMINIS MDCI FLORIDA INC. F.F.E. FINISHED FLOOR ELEVATION N.l.C, NOT IN CONTRACT W.O. WHERE OCCURS AREAS NOT TO EXCEED 3,000 SQFT 63.ANY CONGEALED SPACE BETWEEN THE CEILING AND THE FLOOR OABDYE ROOF R AND EXiT ACCESS RAMPS Ni AF=4nECTlI SPECIFICATIONS 32101 U.S. HWY.iR3 405 2ND STREET SOUTH, SUITE B F.H.C. FIRE H05E CABINET NO. NUMBER W.P. WATERPROOFING) SHALL BE DRAFtSTOPF'ED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF ROOMS AND ENCL05ED SPACES CLASS C W A11111011-1118C31IIIIIIIIAL SPECIFICdTIOW PALM HARBOR FLORIDA 34684 SAFETY HARBOR FLORIDA 34695 F.I. FIN, FILM ILLUMINATOR FINISH NOM, NSTA. NOMINAL NURSE STATION W.R. WT. WASTE RECEPTACLE WEIGHT SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT N3 ARCHITECTURAL SPECiFIC,A"I`i" 121. 181, 1525 121-698-0398 FL. FLOOR N.T.S. NOT TO SCALE W.W.F. WELDED WiRE FABRIC OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1,000 SOFT FOR ANY SPACE FLASH, FLASHING WWM, WELDED WIRE MESH BETWEEN CEILING AND FLOOR, AND 3,000 SQFT FOR ANY SPACE BETWEEN CEILING MEANS OF E(SRESS 8'�'�' !EC-44ANICA FLUOR FLUORESCENT O.A. O.G. OVERALL ON CENTER 7D. YARD AND ROOF 6.4.DRAFTSTOPPING MATERIALS SWALL BE NOT LESS THAN 1/2" THICK GYPSUM BOARD, MOHAN ENGINEERING, INC. MDCI FLORIDA INC. 15/32" PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY TABLE 1004.12 - MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT 13051 W. LINEBAUGH AVE. - SUITE 102 405 2ND STREET SOUTH, SUITE B SUPPORTED TAMPA, FLORIDA 33626 SAFETY HARBOR FLORIDA 346W Q� r LEGEND 65.tWE INTEGRITY OF ALL DRAFTStOPS SWALL BE MAINTAINED FUNCTION OF SPACE FLOOR AREA SQ. FT. PER OCCUPANTS 813.415. 5983 121-698-0398 V,f^L ��� 1. ALL PARTITIONS ENCLOSING VERTICAL OPENINGS SUCH AS STAIRWAYS, UTILITY SHAFTS, AND ELEVATOR SHAFTS SWALL EXTEND FROM FLOOR TO FLOOR OR FLOOR TO ROOF. OCCUPANT CT FiRE PR0TEI0N MDCI FLORIDA INC. ELECTRICAL EC40 INCOPORATED BUSINESS - GROUP'15' 100 SF I OCCUPANT 8. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR TO THE CEILING AND 405 SAFETY 2ND STREET SOUTH, SUITE B HARBOR, FLORIDA 346S5 235 CENTRAL AVENUE, SUITE C ST. PETERSBURG, FLORIDA 33101 FIRST FLOOR 15616 S/F i51 -- BUILDING SECTION 5YM50L KEYED DRAWING NOTES BE SECURELY ATTACHED THERETO. WHERE SAID CEILING 15 NOT PART OF AN ASSEMBLY WAVING A FIRE RESISTANCE RATING At LEAST EQUAL TO THAT REQUIRED FOR THE PARTITION, THE PARTITION SHALL BE CONSTRUCTED TIGHT AGAINST THE FLOOR OR THE ROOF DECK SECOND FLOOR 14,611 5/F 141 121-658-0358 121. 26e. 6215 TOTALS 30�53 S/F 304 ABOVE. DOOR NUMBER SYMBOL S. PENETRATION OF FIRE RATED WALLS, FLOORS, OR FLOOR/ CEILING ASSEMBLIES FOR ` t I-M16" C 1 A may' /� LOCATION MAP ELECTRICAL, TELEPHONE, PLUMBING, H.VA.C. DUCTS, COMMUNICATION SYSTEMS OR SIMILAR FACILITIES SHALL BE PERMITTED BY NON-COMBUSTIBLE PIPE OR CONDUIT WHEN ALL ,yyg OF EGRESS REQUIRED PROVIDED _ WALL SECTION SYMBOL 000 ROOM NUMBER SYMBOL OPENMS AROUND THE PiPE OR CONDUIT ARE FIRESTOPPED WITH APPROVED NON-COMBUSTIBLE MATERIALS OR WHEN THE PENETRATION iS PROTECTED WITH A SYSTEM CONSTRUCTION OF A TWO STORY, FREE STANDING, SINGLE TENANT MEDICAL OFFICE BUILDING INCLUDING BUILDING SWELL, INTERIOR MEDICAL OFFICE EGRESS WIDTH PER PERSON (LEVEL) - 100532 02" x 151 = 31.4" 234" EGRESS WIDTH PER PERSON (STAIRS) - 10053.1 03" x 141 = 44.1" b811 WHICH HAS AN 'F" RATING EQUAL TO OR GREATER THAN THE ASSEMBLY iN WHICH THE PENETRATION OCCURS. SUITES, FULL SITE DEVELOPMENT AND UTILITIES. MINIMUM CLEAR EXiT DOOR OPENING - 1010.1.1 32" > 34" O WINDOW SYMBOL 10. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS UL., GA. OR OTHER APPROVED TESTING AGENCIES ARE CONSIDERED PROPRIETARY. PROPRIETARY ASSEMBLIES MUST BE BUILT MINIMUM CLEAR STAIR WIDTH - 10112 44" > 4411�' UTILIZING THE COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING AGENCY. MAXIMUM COMMON PATH OF TRAVEL 100 FT <100 FT -- DETAIL SYMBOL 1 1L PROVIDE AND INSTALL PORTABLE FiRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS OR S. AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. CABLE 10062.1 /� p� /y' �' �l�Mi'�T'I3REAKDOUI s EXIT ACCESS TRAVEL DISTANCE -TABLE 10112 300 FT < 300 FT REVISION 12. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED iN ACCORDANCE WITH gy F =ices PROJECT MINIMUM CORRIDOR WIDTH - 10202 "0 > 44",,5.,1u ASTM-E-84. SITE p hy- 1°s DETAIL SYMBOL -- 13. SUSPENDED ACOUSTICAL CEILING SYSTEMS 544ALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM-C-635 AND ASTM-C-636. QXCITIONED AREAS: MAXIMUM DEAD END CORRIDOR LENGTH - 1020.4 50 FT <50 FT FIRST FLOOR CONDITIONED AREA 15)016 SOFT MINIMUM NUMBER OF EXITS T- 10062, 10063.1 2 r,. TYPES 14. MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRiM SWALL HAVE A MINIMUM CLASS C FLAME SPREAD AND SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE SECOND FLOOR CONDITIONED AREA 14b11 SOFT urls in ank _ C rirde i4 WALL WITH ASTM-E-84. MINIMUM NUMBER OF SECOND FLOOR EXITS TOTAL CONDITIONED AREA 30,383 SGPT - 100632 2 3 15. INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND WATER CLOSETS SHALL HAVE LA�ICONDITiONED AREAS: SPACES WITH ONE EXiT - 10062.1 N/A --- ELEVATION MARK A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF (4) FOUR FEET ABOVE THE EAST COVETED ENTRY UNCONDITIONED AREA 2,316 SQFT TOP OF SLAB _ KEY PLAN SECTION SYMBOL FINISHED FLOOR MINIMUM. THE MATERIALS USED IN SUGW WALLS SWALL BE OF A TYPE THAT WEST COVERED ENTRY UNCONDITIONED AREA 806 SQFT 15 NOT ADVERSELY AFFECTED BY MOISTURE. NUMBER AND SiZE OF EXITS TOTAL UNCONDITIONED AREA 3,182 SOFT 16. SiGNAGE SHALL BE PROVIDED AS REQUIRED AND A5 STATED IN THE LATEST ADOPTED HST FLOOR TOTAL AREA IAJDER ROOF 33,535 $GIFT "`` %.:; .. , ��Er �=e1�,1�i t1t�a�1;�� r.'i +^� INTERIOR ELEVATION MARK -/-- FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND SHALL COMPLY WITH DOUBLE ENTRANCE DOORS 66" x 2 = 132° ...} •.,. t,....,.., ., CHAPTER 1 SECTION 103 SIGNS. TENANT EXIT DOORS 34" x 3 102" TOTAL EXIT WIDTH - FIRST FLOOR 234" STAIRS FROM SECOND FLOOR 34" x 3 = 102"DIM .3€' REVISIONS BY 01WR CHANGES � 04.21.18 JD5 CO CNr D co w -- 00 o�t� o _ N � u � N ✓ � ,yJ a - C • CQ L V'i j E00 o, 0 >. 3 3 ti � N n � Z N Cn ;u 1••M 95 s 4 � 5 51� Sig` o - ,-. N o � O.. C n O Z m O O N O M m J m Q in C V :3•0 U O 0 ` > N m = v CL m � Q 0 >. m -C � m W Z ® v J w LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: Drawn Job: 15-025 Sheet T2 H:\Frojeets',Projects 2015\15025 - FMC Eiland Blvd Expansion'04-CD'Aev l\04-ArchitecturaP,_._.___:r2 - CNDEX.dwg, 6/29.-2018 7:44:40 AM, JSimon, Adobe PDF.pc3 D IST FLCOX- � - 0NVE-L FUOOR PLAN SCALE: 3/32" = V-011 UALL LEME, O 411 T� c DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Ala ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET Alb METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO. •----= _-=-= METAL STUD 1-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/AS2 ----- METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/AIO 777777= C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS K 'YED NOTES 0 CONCRETE CURB - SEE CIVIL DRAWINGS. 02 LANDSCAPE AREA - SEE CIVIL DRAWINGS. GCONCRETE SIDEWALK - SEE CIVIL DRAWINGS. GCONCRETE RAMP AT 1:12 SLOPE MAX. - SEE CIVIL DRAWINGS. GSTANDARD PARKING SPACE - SEE CIVIL DRAWINGS. QHANDICAP PARKING SPACE - SEE CIVIL DRAWINGS. aHANDICAP PARKING LOADING ZONE - SEE CIVIL DRAWING6- O8 HANDICAP SIGN - SEE CIVIL DRAWINGS. 9 CONCRETE WHEEL STOP - SEE CIVIL DRAWINGS. 10 DETECTABLE WARNING SURFACE - SEE CIVIL DRAWINGS. fl WERRING35ONE PATTERN PAVER SYSTEM - SEE CIVIL DRAWINGS AND WALL SECTIONS. 12 ASPHALT DRIVE - SEE CIVIL DRAWING5. 13 EXTERIOR CMU COLUMNS - SEE STRUCTURAL DRAWINGS AND WALL SECTIONS. 14 COVERED DROP-OFF AREA. 15 TREE WELL - SEE ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS. CIEi., NOTES 1. REFER TO ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION 2. FILL CELLS OF CMU WALLS WITH TAYLOR FOAM AT ELEVATOR, AND MECHANICAL ROOM WALLS, TYPICAL. REVISIONS By MW C 443ES JDS 04. 21.18 i n � ao y CO :tf CO �./ N .—. L Li U C 0 o 00 v r- Ox . .r Z y N yk9 y�'s �2 5 'hfr ¢q$65 1 i � �1 r s�t ;u_; „a0 • r � C� +fr A Y - i cx? CV CD yF• 75 CD ! >-, 0 . O � I � y c07 y N �n O V00 N O M ® m Q in C 0 ._ O 0 O ® LL. _ L LI L_ 0 v m v °' 0 >. ® a mv c N z 0 v —J id Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Ala H:Trojects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-MRev 1\04-Architectural'Alabcdef- Ist Floor- FLPL.dwg, 6.129.12018 7:44:47 AM, JSimon, Adobe PDF.pc3 t i IST FLoorZ - PARTIAL r-U.NoIR ff-'i-AN SCALE: 3/16" s V-011 UALL LEGEND 411 TYP. it DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aga WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET ASc METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/A10 METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/410 — METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/LS2 —ems METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/A10 IIITTrLT= C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS KEIMO Nome O5/8" GYPSUM WALL BOARD ON lt1 x 3" P.T. FURRING STRIPS ON CONCRETE BLOCK WALL SYSTEM STRUCTURAL STEEL COLUMN - SEE STRUCTURAL DRAWINGS. r 3� 6" METAL STUD EXTERIOR FRAMED WALL SYSTEM WITH SMOOTH SAND FLOAT FINISH STUCCO. SEE WALL SECTIONS AND STRUCTURAL DRAWINGS. SEE DETAILS ON SHEET AIO. GRECESSED PEDIMAT - SEE FINISH SCHEDULE. OROOF DRAIN LEADER - SEE ROOF PLAN V OVERFLOW ROOF DRAIN LEADER - SEE ROOF PLAN 0 ALUMINUM DOWNSPOUT - SEE ROOF PLAN. PROVIDE SPLASH BLOCK AS REQUIRED LINE OF f4NEE WALL BELOW. WOOD VENEER BOX AND WALL FINISH AROUND CHECK -IN WINDOW - SEE MILLWORK DRAWING PACKAGE. 10 SCALE - PROVIDED BY OWNER 11 BOX -OUT WITH 5/811 GWB. OVER METAL STUD FRAMING AS REQUIRED. KEEP SIZE TO A MINIMUM - SEE DIMENSIONED FLOOR PLAN. 12 FLAT PANEL T.V. BY OWNER - VERIFY EXACT HEIGHT AND LOCATION. PROVIDE WALL BLOCKING AS REQUIRED. 13 5/811 GWB OVER 111 x 3" FURRING OVER I" RIGID INSULATION ON CMU WALLS FROM SLAB TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE. 14 LOW WALL WITH WOOD CAP - SEE DETAIL 5/A10. 15 WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS. 16 42" HIGH COUNTER/CABINETS - SEE INTERIOR ELEVATIONS. 11 36" HIGH BASE CARNETS/COUNTERTOP - SEE INTERIOR ELEVATIONS 18 30" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS 19 V-1011 HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS. 20 DISHWASHER - PROVIDED BY OWNER, INSTALLED BY G.C. 21 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. 22 SERIES "SGD-2500 DRY -GLAZED" ALUMINUM HORIZONTAL SLIDING WINDOW - N.I. - SEE INTERIOR ELEVATIONS. 23 REFRIGERATOR - PROVIDED BY OWNER 24 UNDER COUNTER REFRIGERATOR - PROVIDED BY OWNER 25 COPIER - PROVIDED BY OWNER 26 FIRE EXTINGUISHER CABINET - SEE DETAIL 2/LS2 AND 3/LS2. 21 WALL MOUNTED FIRE EXTINGUISHER - FIXED SHELVING - SEE CABINET DETAILS 29 ALIGN PARTITION WALL WITH WINDOW JAMB. QMOP SINK WITH WATER HEATER ABOVE ON SHELF - SEE PLUMBING DRAWINGS. PROVIDE FRP, 4'-0" HIGH, ABOVE MOP SINK 31 EXAM ROOM PRIVACY CURTAIN AND RAIL SYSTEM - SEE FINISH SCHEDULE. 32 PROVIDE AUTO CLOSER ON DOOR 33 ONE HOUR RATED PARTITION - SEE DETAIL 4/1-52. 34 RECESSED SPECIMEN PASS-THRU CABINET - SEE DETAIL 1/A1J. 35 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 36 5/8" GYPSUM WALL BOARD ON 3-5/811 METAL STUD ON CONCRETE BLOCK WALL SYSTEM WITH R-11 INSULATION. 31 8" CONCRETE BLOCK WALL SYSTEM - SEE STRUCTURAL DRAWINGS. PROVIDE PARSE COAT STUCCO. 38 PLASTIC LAMINATE BENCH - SEE INTERIOR ELEVATIONS. 3e EQUIPMENT BY OWNER 40 30" x 48" CLEAR FLOOR SPACE INDICATED AS "AREA OF RESCUE ASSISTANCE". 41 AREA OF RESCUE ASSISTANCE SIGN AND TWO-WAY EMERGENCY COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING ASSISTANCE VIA THE TWO-WAY COMMUNICATION SYSTEM AND WRITTEN IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO THE TWO-WAY COMMUNICATION SYSTEM. SIGNAGE SHALL COMPLY WITH THE ICC A 111J REQUIREMENTS FOR VISUAL CHARACTERS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 42 ROOF ACCESS LADDER WITH HATCH ABOVE - SEE ROOF PLAN. 43 VENDING MACHINE - VERIFY TYPE WITH OWNER e18" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" AFF. MAX. G ENMRAL NOTES 1. SEE DETAIL A/AIJ FOR DOOR MANEUVERINGS DETAIL. 2. PREPARE CONCRETE SLAB AS REQUIRED TO RECEIVE NEW FINISHES. 3. SEE DOOR AND WINDOW SCHEDULE AND DETAILS FOR ALL DOORS AND WINDOWS INFORMATION. 4. SEE ID SHEETS FOR ALL FINISH SCHEDULES. 5. ALL GYPSUM WALL BOARD TO HAVE LEVEL (4) FINISH. LEVEL (5) FINISH IN PHARMACY, ROOM NO.2031- 6. PROVIDE 5/8" GYPSUM WALL BOARD ON 1" x 3" FURRING STRIPS OVER i" RIGID INSULATION ON INSIDE OF ALL EXTERIOR CMU WALLS. INSULATION AND GYPSUM WALLBOARD TO EXTEND FROM FLOOR TO FLOOR OR ROOF DECK ABOVE. 1. COORDINATE LOCATION OF PLUMBING STACKS WITH FLOOR PLAN LAYOUT. NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY. KEY PLAN REVISIONS BY OMR CHANGES i 04.21.18 JDS v 0r .� ac: • N s C CN . U . p .y . N d ti a a� r- -' 1�1 N o o N m s i%5 s hif?I' S ..........� 1 l 9 s y� 00 u_ Op ,lsi . FL�G� • V" 00 N N j o Q Q. O rn Z 0 O M m E m Q M 203 _ U � �0 0 Li W 0 m v 11 m 0 4 p °° a m°' C N Z O J W Lr . Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Alb 1 H:41rojects J'rojects 2015',.15025 - FMC Eiland Bled Expansion\04-CD\Rev 1\04-Architectural' Alabcdef- 1st Floor- FLPL.dwg, 6/292018 7:44:50 AM, JSimon, Adobe PDF.pc3 I I I I I I I III 101 FLOOR D Ir'�EN31ON 1-&. Imll t SCALE: 3/32" a V-0" UJ,4L.L LEGEND 4" TYie"' � I✓ DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aea WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/A10 METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/A10 METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/L52 ---------� METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL B/A10 C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS iGE`rED Noems DIMENSION PLM NOTES I. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR (p" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE UNO. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. REVISIONS BY OMR C444GES I 0d. 21. � JDS v "; ate, y Q M � N c.0 c C [~ r\ J V _ r -X j N L V O C) U • N Q Y ti ? _ d 0 3 r y � 3 3 N c „ . v � ti a' N ps t o � e 55 • O J �c •� I a 6 or . a— - N Q N m O > �Q x O y C. a� 0 v rn Z v0 c It Lo 0 M m m Q tf) -gyp C U 0O Q U 0 m v IZ m Q o >. 0D a m N Z O C v J w Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Ald H:Trojects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\Rev 1\04-Archltecturdl',AIabcdef- 1st Floor- FLPLdwg, 6/29l20l8 7:44:55 AM, JSimon, Adobe PDEpc3 I I I I -L I_ 1 1 4 D IS "I 1=LC~OR — PARTIAL DIMENSIONED FLcx)R PLAN SCALE: 3/16" x V-0" "LL LEGEND 4" TYP. ,1 DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aga ....... _:::- WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET ASc METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/Alva - - - - - METAL STUD I -PR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/LS2 ----------+ METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL B/AIO I�lIlI� C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS KEYED NOTMS DIMENSION PLM NOMS I. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - 15LOCK WALLS ARE DRAWN AT 8" WIDE UN-O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK KEY FLAN REVISIONS BY Om CHANGES I 04.21. I8 JDS v c oc N y 00 � r� �.- U y Nfo ti «- N ✓i Z o 00 3 zN � ll> 1 a os K. N V � � O 4-. O y O Z O O N LO •O O M O M m E m Q to C " V � O 0 � � U _ LLJ -° 0 m v a_ 4 O �. p m a (D C N Z C) v LL.. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Ale I f- H:'Tmjeets\Projects 2015' 15025 - FMC Eiland Blvd Expansion`,04-CD\Rev 1\04-Architectural',AIabcdef- 1st Floor- FLPL.dwg, 6!292018 7:45:00 AM, JSimon, Adobe PDF.pc3 I a __LAIR MIR 411 TYPE i= DOOR 5Y5TEM - REFER TO DOOR SCi4EDULE - 6HEET Ala O ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET Alb METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO. METAL STUD i-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/AS2 ----------METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL B/AIO C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWIW-25 I. REFER TO ARCHITECTURAL SITE PLAN AND CIVIL DRAWINCx5 FOR ADDITIONAL SITE INFORMATION 2. FILL CELLS OF CMU WALLS WITH TAYLOR FOAM AT ELEVATOR, AND MECHANICAL ROOM WALLS, TYPICAL. H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\Rcv 1\04-Architectural'A2abcdef - 2nd Floor - FLPL.dwg, 6/29/2018 7:45:06 AM, JSimon, Adobe PDF.pc3 IH X:x DOOR SYSTEM REFER TO DOOR SCHEDULE SHEET AIF"a WINDOW SYSTEM REFER TO WINDOW SCHEDULE SHEET Albc METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO ---------- METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/L52 METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/AIO ZZZ=::= C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALL BOARD ON "' x 3" P.T. FURRING STRIPS ON CONCRETE BLOCK WALL SYSTEM STRUCTURAL STEEL COLUMN - SEE STRUCTURAL DRAWINGS, 6" METAL STUD EXTERIOR FRAMED WALL SYSTEM WITH SMOOTH BAND FLOAT FIN15H STUCCO. SEE WALL SECTIONS AND STRUCTURAL DRAWINGS. SEE DETAILS ON SHEET 410. RECESSED PEDIMAT SEE FINISH SCHEDULE. ROOF DRAIN LEADER SEE ROOF PLAN OVEI`rFLOW ROOF DRAIN LEADER - SEE ROOF PLAN ALUMINUM DOWNSPOUT - SEE ROOF PLAN, PROVIDE SPLASH 5LOCKA5 REQUIRED. LINE OF KNEE WALL BELOW. WOOD VENEER BOX AND WALL FINISH AROUND CHECK -IN WINDOW SEE MILLWiOR< DRAWING PACKAGE. SCALE - PROVIDED BY OWNER 0 BOX -OUT WITH 5/5" G.W.B. OVER METAL STUD FRAMING AS REQUIRED. KEEP 51ZE TO A MINIMUM - SEE DIMENSIONED FLOOR PLAN. U12 FLAT PANEL T.V. BY OWNER - VERIFY EXACT HEIGHT AND LOCATION. PROVIDE WALL BLOCKING AS REQUIRED. U3 5/5" GWB OVER 1" x 3" FURRING OVER III RIGID INSULATION ON CMU WALLS FROM BLAB TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE. 14 LOW WALL WITH WOOD CAP - SEE DETAIL 5/AI0. GWALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS. U& 42" HIGH COUNTER/CABINETS - SEE INTERIOR ELEVATIONS. 0 36" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS (D 30" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS G2'-10" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS. (3 DISHWASHER - PROVIDED BY OWNER, INSTALLED BY G.C­ 0 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS, 0 SERIES "SI00 DRY -GLAZED" ALUMINUM HORIZONTAL SLIDING WINDOW - KI. - SEE INTERIOR ELEVATIONS. 0 REFRIGERATOR - PROVIDED BY OWNER (2A UNDER COUNTER REFRIGERATOR - PROVIDED BY OWNER 25 COPIER - PROVIDED BY OWNER 26 FIRE EXTINGUISHER CABINET - SEE DETAIL 2/L52 AND 3/1_52. U1 WALL MOUNTED FIRE EXTINGUISHER. 25 FIXED SHELVING - SEE CABINET DETAILS US ALIGN PARTITION WALL WITH WINDOW JAMB. (9 MOP SINK WITH WATER HEATER ABOVE ON SHELF - SEE PLUMBING DRAWINGS. PROVIDE FRP, 4'-0" HIGH, ABOVE MOP 51N< 31 EXAM ROOM PRIVACY CURTAIN AND RAIL SYSTEM - SEE FINISH -0-CHEI)l 32 PROVIDE AUTO CLOSER ON DOOR. 33 ONE HOUR RATED PARTITION - SEE DETAIL 4/L52, 34 RECESSED SPECIMEN PASS-Ti CABINET - SEE DETAIL I/AIJ. u3e, FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 0� Ur, 5/8" GYPSUM WALL 50ARD ON 3-5/8" METAL STUD ON CONCRETE BLOCK WALL SYSTEM WITH R-11 INSULATION. 0 B" CONCRETE BLOCK WALL SYSTEM - SEE STRUCTURAL DRAWINGS. PROVIDE PARGE COAT STUCCO. "i 38 PLASTIC LAMINATE BENCH - SEE INTERIOR ELEVATIONS. lb 3s EQUIPMENT BY 011 40 30" x 48" CLEAR FLOOR SPACE INDICATED AS "AREA OF RESCUE A5615TAI 41 AREA OF RESCUE A5515TANCE SIGN AND TWO-WAY EMERGENCY COMMUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING A551STANCE VIA THE TWO-WAY COMMUNICATION SYSTEM AND WRITTEN IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO THE TWO-WAY COMMUNICATION SYSTEM. 516iNAGE SHALL COMPLY WITH THE ICC A 111,1 REQUIREMENTS FOR VISUAL CHARACTERS. ELECTRICAL DRAWINGS FOR MORE INFORMATION. I ACCESS LADDER WITH HATCH ABOVE - SEE ROOF PLAN, 43 'VENDING MACHINE - VERIFY TYPEWITHOWNER I D E �51� A REQUIRED- �50TTO�MOF -Ir m K PROVIDE C� e BAR r AT 0 U4 !a" GRAB BAR, PROVIDE BI OCK NIG AS REQUIRED. BOTTOM OF VERTICAL BAR TO 5E AT 40" AFF, MA�tX. i SEE DETAIL A1AIj FOR DOOR MANEUVERINGS DETAIL, PREPARE CONCRETE SLAB AS REQUIRED ZED TO RECEIVE NEW FINISHES. 3. SEE DOOR AND WINDOW SCHEDULE AND DETAILS FOR ALL DOORS AND WINDOLIS IW-ORMATION. 4. SEE ID SHEETS FOR ALL FINISH SCHEDULES, 5. ALL GYPSUM WALL BOARD TO HAVE LEVEL (4) FINISH. LEVEL (5) FINISH IN PHARMACY, ROOM NO. 20311- 6. PROVIDE 5/8" GYPSUM WALL BOARD ON III x 3" FURRING STRIPS OVER I" RIGID INSULATION ON INSIDE OF ALL EXTERIOR CMU WALLS. INSULATION AND GYPSUM WALLBOARD TO EXTEND FROM FLOOR TO FLOOR OR ROOF DECK ABOVE. 1, COORDINATE LOCATION OF PLUMBING STACKS WITH FLOOR PLAN LAYOUT. NOTIFY ARCHITECT WITH ANY DISCRERANCIE5 UPON DISCOVERY. H:'\Prqjects'Trojects20l5\l5025 -FMC Eilard Blvd Exparision,04-MRev 1\04-Architectural',A2abcdef-2nd Floor - FLPL.dwg,6/29/2018 7:45: 10 AM, JSimon, Adobe PDF.pc3 01 5-CALE. 3/16," = I'-011 A EI TYp.��a .... DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aga ... WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/A10 METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AI0 - - - METAL STUD 1-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/L52 -------------METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL B/410 C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS 0 5/0" GYPSUM WALL BOARD ON P x 3" P.T. FURRING STRIPS ON CONCRETE BLOCK WALL SYSTEM ( STRUCTURAL STEEL COLUMN - SEE STRUCTURAL DRAWINGS. V 6" METAL STUD EXTERIOR FRAMED WALL SYSTEM WITH SMOOTH SAND FLOAT FINISH STUCCO. SEE WALL SECTIONS AND STRUCTURAL DRAWINGS. SEE DETAILS ON SHEET AIO. G4 RECESSED PEDIMAT - SEE FINISH SCHEDULE. ROOF DRAIN LEADER - SEE ROOF PLAN OVERFLOW ROOF DRAIN LEADER - SEE ROOF PLAN 0 ALUMINUM DOWNSPOUT - SEE ROOF PLAN. PROVIDE SPLASH BLOCK AS REQUIRED. OLINE OF KNEE WALL BELOW. OWOOD VENEER BOX AND WALL FINISH AROUND CHECK -IN WINDOW - SEE MILLWORK DRAWING PACKAGE. I® SCALE - PROVIDED BY OWNER it BOX -OUT WITH 5/8" G.W.B. OVER METAL STUD FRAMING AS REQUIRED. KEEP SIZE TO A MINIMUM - SEE DIMENSIONED FLOOR PLAN. 12 FLAT PANEL T.V. BY OWNER - VERIFY EXACT HEIGHT AND LOCATION. PROVIDE WALL BLOCKING AS REQUIRED. 13 5/8" GWB OVER 1EE x 3" FURRING OVER 1" RIGID INSULATION ON CMU WALLS FROM SLAB TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE. 14 LOW WALL WITH WOOD CAP - SEE DETAIL B/A10. 15 WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS. ib 42" HIGH COUNTER/CABINETS - SEE INTERIOR ELEVATIONS. 11 36" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS 18 30" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS 19 V-10" HIGH BASE CABINETS/COUNTERTOP - SEE INTERIOR ELEVATIONS. 20 D15HWASHER - PROVIDED BY OWNER, INSTALLED BY G.C. 21 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. 22 SERIES "SGD-2500 DRY -GLAZED" ALUMINUM HORIZONTAL SLIDING WINDOW - N.I. - SEE INTERIOR ELEVATIONS. 23 REFRIGERATOR - PROVIDED BY OWNER 24 UNDER COUNTER REFRIGERATOR - PROVIDED BY OWNER 25 COPIER - PROVIDED BY OWNER 26 FIRE EXTINGUISHER CABINET - SEE DETAIL 2/L52 AND 3/1-62. 21 WALL MOUNTED FIRE EXTINGUISHER 28 FIXED SHELVING - SEE CABINET DETAILS 29 ALIGN PARTITION WALL WITH WINDOW JAMB. 30 MOP SINK WITH WATER HEATER ABOVE ON SHELF - SEE PLUMBING DRAWINGS. PROVIDE FRP, 4'-0" HIGH, ABOVE MOP SINK. 31 EXAM ROOM PRIVACY CURTAIN AND RAIL SYSTEM - SEE FINISH SCHEDULE. 32 PROVIDE AUTO CLOSER ON DOOR 33 ONE HOUR RATED PARTITION - SEE DETAIL 4/LS2. 34 RECESSED SPECIMEN PASS-THRU CABINET - SEE DETAIL 1/A1J. 35 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 36 5/8 GYPSUM WALL BOARD ON 3-5/8 METAL STUD ON CONCRETE BLOCK WALL SYSTEM WITH R-11 INSULATION. 31 8" CONCRETE BLOCK WALL SYSTEM - SEE STRUCTURAL DRAWINGS. PROVIDE PARGE COAT STUCCO. 38 PLASTIC LAMINATE BENCH - SEE INTERIOR ELEVATIONS. 39 EQUIPMENT BY OWNER 40 30" x 48" CLEAR FLOOR SPACE INDICATED AS "AREA OF RESCUE ASSISTANCE". 41 AREA OF RESCUE ASSISTANCE SIGN AND TWO-WAY EMERGENCY COI'9MUNICATION SYSTEM, INSTRUCTIONS FOR SUMMONING ASSISTANCE VIA THE TWO-WAY COMMUNICATION SYSTEM AND WRITTEN IDENTIFICATION OF THE LOCATION SHALL BE POSTED ADJACENT TO THE TWO-WAY COMMUNICATION SYSTEM. SIC44AGE SHALL COMPLY WITH THE ICC A 111.1 REQUIREMENTS FOR VISUAL CHARACTERS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 42 ROOF ACCESS LADDER WITH HATCH ABOVE - SEE ROOF PLAN, 43 VENDING MACHINE - VERIFY TYPE WITH OWNER 44 IS" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" APP. MAX. I. SEE DETAIL A/AIJ FOR DOOR MANEUVERIWSS DETAIL. 2. PREPARE CONCRETE SLAB AS REQUIRED TO RECEIVE NEW FINISHES. 3, SEE DOOR AND WINDOW SCHEDULE AND DETAILS FOR ALL DOORS AND WINDOWS INFORMATION. 4. SEE ID SHEETS FOR ALL FINISH SCHEDULES. 5. ALL GYPSUM WALL BOARD TO HAVE LEVEL (4) FINISH. LEVEL (5) FINISH IN PHARMACY, ROOM NO. 2031- 6. PROVIDE 5/8" GYPSUM WALL BOARD ON I" x 3" FURRING STRIPS OVER I" RIGID INSULATION ON INSIDE OF ALL EXTERIOR CMU WALLS, INSULATION AND GYPSUM UJALL50ARD TO EXTEND FROM FLOOR TO FLOOR OR ROOF DECK A60VE. 1. COORDINATE LOCATION OF PLUMBING STACKS WITH FLOOR PLAN LAYOUT. NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY. 1 PLAN REVISIONS BY OD ER CHANGES 04.21.18 ADS r y v Cn co �N J v v _ h y E 01 ./ C Q y tt y ti C— • z N �r M Auu PN q� rQ I �T • co iJ lL. LLI S ' G,�' • ... Ft a Q x v � = o ^ -O 0 Z O C N L 0 ! 1 (n Lo V � °:3 O M m J E A m V) C •® `F_ U 0 LA_ W n CA Q e � > •( +b Q O A m S CL � v N Z Q O J W L_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn:JD Job: 15-025 Sheet A2c IL, Prqiects'Trojects 2015'•115025 - FMC Eiland Blvd Expansion\04-CD\Rev 1\04-Architectural'A2abcdef- 2nd Floor- FLPL.dwg, &29/201R 7:45:15 AM, JSimon, Adobe PDF.pc3 N v I¢f^I Q:, lIi . all29'-$" �34'-$° _ - - -- ....... ------ ----- ---'-------------- - -i?4— J-- - - - -- 2NO FLOOR DIMENSION AN SCALE: 3/32" = 1'-V I r►. -4; "s DOOR SYSTEM - REFER TO DOOR SCHEDULE - SHEET Aga _ WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/Alm METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/Alm - - - - - - METAL STUD I-HR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/LS2 ------ -- METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/Alm 77777r= C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS iG D NOTES IMEN ION f'LAl NOTES I. THIS PLAN 18 FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6°° WIDE UN.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4, GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK H:\Projectsd'rojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\Rev 1\04-Architectural',A2abedef - 2nd Floor - FLPL.dwg, 6/29/2018 7:45:20 AK !Simon, Adobe PDF.pc3 F s 01 aNO r-LoXWM - PARTIAL n IMENS ION —En FLOORM PLAN SCALE. 3/16" = V-0" -1. LEGEND 4" TYF �� DOOR 5YSTEM - REFER TO DOOR SCHEDULE - 5HEET Aga -- u WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AI0 METAL STUD I -PR RATED PARTITION - REFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/LS2 METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOU) WALL PARTITION DETAIL 5/A10 C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS KEYED NOTES DIMENSIC7 ' PLM NOTES 1. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. IFCOE-Y PLAN REVISIONS BY XNER CHAMES I 04.21,18 JCS r, V' �00 �y J CD � CO N —3 c° �J :? CL O U Q U L7 I� o0 3 71- Cu >." 3 z � E t-- ) N cn i^ S U >; Z�� c.� co 00 OD 1 ; ti4. 1 •: 4 : LL�JLLI �sOr \CO Q� C d' N � N o G- C� .o O V) c�. 0 0 rn 0 5 � cw LO 0 M �- 0 0 C ... — W 0 0 0 C 0 c > — '- 0 0 C) M .r- CL z O JLJ Date: 02. 13. 18 Scale: AS NOTED Project Vlgr: AAY Drawn: JDS H;TrojectsTrojects 2015\15025 - FMC Eiland Blvd Expansion'\04-CD\Rev 1 \04-Architectural`,A2abcdef - 2nd Floor- FLPL.dwg, 6/29/201 S 7:45:25 AM, ]Simon, Adobe PDF.pc3 Q Y�. 01 ZNO 3FLOOR - PARTIAL i �' Si D FL%~~%Rm PLAN DOOR 5Y5TEM - REFER TO DOOR _0C-4EDULE - SHEET Aga WINDOW SYSTEM - REFER TO WINDOW SCHEDULE - SHEET A9c METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AIO METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/AI0 METAL STUD I-HR RATED PARTITION - REEFER TO TYPICAL FIRE RATED WALL PARTITION DETAIL 4/LS2 METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 5/A10 C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS KE10 NOTES DIMENSION PILM NOTES 1. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALL5 ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT a" WIDE U.N.O. 3. S" BLOCK WALLS AND 611 METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK KEY PLAN REVISIONS IBY 04. 21, I8 JD5 a!� 0) z 0 0 LO Er <r. M LJ >1K E 1 m f Cate: 02. 13. 18 Project Mgr: AAY Drawn: JDS job: 15-025 Sheet H:TmiectsTrojects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\Rev 1\04-ArchiteMural'_A2abedef- 2nd Floor- FLPL.dwg, 6/29/2018 7:45:30 AA4, JSimon, Adobe PDF.pc3 17 w, DOOR AND FRAME TYPES DOOR AND WARDWARE SCHEDULE STANLEY SL ID INCs DOOR DATA I 3 12'-0" x 1'-S" STANLEY DURA-GLIDE 3000 NON -IMPACT RATED i. DURA-GLIDE 30M ALUMINUM AUTOMATIC SLIDING GLASS MI -PART DOOR BY g g ® SLIDING AUTOMATIC ENTRANCE. SEE DOOR AND FRAME TYPE AND 115" STANLEY ACCESS TECHNOLOGIES.12'-0" 12'-0" 11,411 G� 2. 120VAC- 5 AMP MIN. SERVICE TO OPERATOR 3. ELECTRIC SERVICE TO HEADER BY ELECTRICAL CONTRACTOR _ 3'-0" x 'i'-0" x 1-3/4" (I -HOUR) FIRE RATED SOLID CORE WOOD 4. STANDARD 1/4" TEMPERED CLEAR GLASS. DOOR IN (i-HOUR) FIRE RATED HOLLOW METAL FRAME WITH 5. DOOR FINISH TO BE WHITE ANODIZED ALUMINUM t0 MATCH WINDOW SYSTEMS. B PASSAGE HARDWARE SET AND AUTO CLOSER SEE DOOR AND 6. EMERGENCY BREAKOUT ON BOTH SWING -OUT PANELS AND SLIDING DOORS. / \ / \ FRAME TYPE "CII FOIL FACED ill .a4 / �\ _ / \. _ 3'-0" x 1'-0" HOLLOW METAL DOOR IN HOLLOW METAL FRAME WITH PANICBAR HARDWARE SEt AND AUTO CLOSER SEE DOOR RIGID INSULATION a , 5/S" GYPSUM ,� ' i,. 2 A' r 4 0 r AND FRAME TYPE "D � r 8 CONCRETE BLOCK 3'-0" x 1'-0" x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME \ / 0 WiTH PUSH PLATE, PULL HANDLE, KICK PLATE AND AUTO WALLBOARD SEE STRUCTURAL DRAWINGS 8" PRECAST LINTEL " �°" 5/8" GYPSUM \ / \ / CLOSER SEE DOOR AND FRAME TYPE "E't SEE STRUCTURAL 5/8" SMOOTH SAND WALLBOARD DRAWINGS ` FLOAT FINISH STUCCO n 3'-0" x 1'-0" x 1-314" (1-HOUR) FIRE RATED SOLID CORE WOOD ' " . • a 1" x 3" P.T. WOOD DOOR IN (I -HOUR) FIRE RATED HOLLOW METAL FRAME WITH i" x 3" P.T. WOOD FURRING STRIP A B E STOREROOM HARDWARE SET AND AUTO CLOSER SEE DOOR FURRING STRIP- STANLEY DURA-GLIDE BI-PARTINGS STANLEY DURA-GLIDE BI-PARTING AND FRAME TYPE "F° 5/8" GYPSUM DOOR SYSTEM AND FRAME DOOR SYSTEM AND FRAME ' WALLBOARD 3'-0" x 1'-0" x 1-3/4" S.G. WOOD DOOR IN HOLLOW METAL FRAME WITH STOREROOM HARDWARE SET. SEE DOOR AND d p' I" RIGID iNSUALTION 4 1 4 4 FRAME TYPE "Gn gb gb gb gb 3t_0" , 11 t- II , II 1- 3„` 3 -0 3 0 3 -0 3 01! x 1,- 011 x 1-3/41 t S.C. WOOD DOOR iN HOLLOW METAL FRAME SEALANT STANLEY DURA-GLIDE O WITH OFFICE HARDWARE SEt AND AUTO CLOSER- SEE DOOR BI-PARTING DOOR SYSTEM AND FRAME TYPE "CS" __ 4 __..._....A. "FIRELITE" "FIRELITE" 3 -0 H o x 1-011 x 1-3/4n = S.G. WOOD DOOR iN HOLLOW METAL FRAME --- ; / GLAZING / GLAZING / / WITH OFFICE HARDWARE SET. SEE DOOR AND FRAME TYPE "GII MOTION SENSORS © IN METAL n IN METAL - d - FRAME _ FRAME �1 "SO" 0 5 \LJ0 2 0 5 0 5 3'-0" x 1'-0" x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME \ WITH PASSAGE HARDWARE SET. SEE DOOR AND FRAME TYPE "G" - Q \ r \ r \ \ Q" 6 \ 3 '� 3'-0" x 1'-0" x 1-3/411 S.C. WOOD DOOR IN HOLLOW METAL FRAME WiTH PRIVACY HARDWARE SET AND AUTO CLOSER SEE DOOR SEALANT AND FRAME TYPE IIG 11 :.: C D E F (I -HOUR) FIRE RATED HOLLOW METAL DOOR SOLiD CORE WOOD DOOR (1-HOUR) FIRE RATED V-0" x W-O" NON -IMPACT RATED STOREFRONT DOOR iN FRAME O 0 4 SOLID CORE WOOD DOOR IN iN HOLLOW METAL IN HOLLOW METAL FRAME SOLID CORE WOOD DOOR IN WITH CYLINDER LOCK (EXIT DEVICE, KEYED OUTSIDE) AUTO i- - (I -HOUR) FIRE RATED HOLLOW DOOR FRAME (I -HOUR) FiRE RATED HOLLOW CLOSER PROVIDE STANDARD PUSH, PULL. SEE DOOR AND ME TYI`::E5/8" SMOOTH SAND METAL FRAME METAL FRAME IIH FLOAT FINISH STUCCO Z 1 PAIR 2'-0" x 1'-O" 51-FOLD WOOD DOOR WITH LOUVERS iN i M .� WOOD FRAME WITH STANDARD 51-FOLD DOOR HARDWARE SET. 10 31-0" 112 1gb 10 SEE DOOR AND FRAME TYPE "J" INTERIOR 0 0 Q EX R OR gb WIDE ,ANGLE 3 -0 __-_ " 3'-0° SECURITY n 3'-0" x 1'-0" BI-FOLD WOOD DOOR WITH LOUVERS iN WOOD U i 3'-0,1 ' 4 -0 j DOOR VIEWER1'-6 FRAME WITH STANDARD BI-FOLD DOOR HARDWARE SET. SEE �� _-- -- -.--- DOOR AND FRAME TYPE "K". V-0" x 1'-0" x 1-3/4" S.C. WOOD DOOR iN HOLLOW METAL I \ FRAME WITH STOREROOM HARDWARE SET AND WIDE ANGLE % - - - - SECURITY DOOR VIEWER SEE DOOR AND FRAME TYPE "L" / 3'-0" x 1'-0" x 3/4" SOLID CORE WOOD DOOR IN WOOD FRAME RECESS SLAB FOR BOTTOM TRACK - COORDINATE WITH i � - 0 - - - 0 it 8 13 9 13 A II WITH OFFICE HARDWARE SET, AUTO CLOSER AND DOOR STOP DOOR MANUFACTURE 0 r 9b 9b 9b r gb t- 9b r' AS REQUIRED. SEE DOOR AND FRAME TYPE 'T 1". PROVIDE FINISH FLOOR/ \ / \ FROSTED FILM ON ALL GLAZING - PROVIDE SAMPLES FOR FINISH FLOOR/UJALK WALK \ i11 APPROVAL. 9b V-0" x 1'-0" HOLLOW METAL DOOR IN HOLLOW METAL FRAME ni/® WITH STOREROOM HARDWARE SET AND AUTO CLOSER SEE DOOR AND FRAME TYPE "D" SOLID CORE WOOD DOOR ALUMINUM STOREFRONT SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD DOOR I V-0" x 1'-0" SOLID CORE POCKET DOOR WITH WOOD FRAME. IN HOLLOW METAL FRAME DOOR SYSTEM 5(-FOLD DOOR WiTH 51-FOLD DOOR WITH IN HOLLOW METAL FRAME 0 HARDWARE SET BY MANUFACTURER SEE DOOR AND FRAME WOOD FRAME WOOD FRAME TYPE IINII %.� STANLEY DURAC� L IDE MEAD AND THRESHOLD DETAIL � STANLEY OURAGL IDE JAM5 DETAIL � i ) Z i 3'-611 x 1'-0" x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME SCALE: 3" - 1'-0" SCALE: 3" = 1'-0" 14 19 5 10 WITH PASSAGE HARDWARE SET. SEE DOOR AND FRAME TYPE "0" 41-81I (2 Q SPACES) (2 EQ SPACES) 3'-6" x 1'-011 x 1-3/4" S.C. WOOD DOOR IN HOLLOW METAL FRAME STANLEY SL iD iNG DOOR DATA WITH OFFICE HARDWARE SET. SEE DOOR AND FRAME TYPE "O" 1. DURA-GLIDE 3000 ALUMINUM AUTOMATIC SLIDING GLASS BI-PART DOOR BY harm t�e-AW ;� /"WeTimLAW pe-Aft � � „ SPECIFIG,4TIONS STANLEY ACCESS TECHNOLOGIES. 16 P W-i � / 11 I i / 2. 120VAG 5 AMP MIN. SERVICE TO OPERATOR 3. ELECTRIC SERVICE TO HEADER BY ELECTRICAL CONTRACTOR 4. STANDARD 1/4" TEMPERED CLEAR GLASS. N #8 A 20 I f 0 ® HINGES :CAL -ROYAL -US26D - BB31xUS26,TBH31xU526 5. DOOR FINISH TO BE WHiTE ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS. _ ' 9b •i PA �i 6 I I 11 CLOSER : LCN - US26D - 1460/1441 6. EMERGENCY BREAKOUT ON BOTH SWING -OUT PANELS AND SLIDING DOORS. r i I r '- gb WALL STOP CAL -ROYAL - US26D - CONUJ542 I I FLOOR STOP : CAL -ROYAL - U6260 - 05HP18 OS 4 / / e�aee \ / /ewes i I PRIVACY AGE SET : BCHLAGE - U526D - SATURN AL1406 5/8" GYPSUM ' n c T ' : / / I I LOCK SET SCHLAGE - US26D - SATURN AL50PO WALLBOARD ;• 1 b SINGLE DUMMY TRIM : SGHLAGE - U526D - SATURN AL110 8" CONCRETE BLOCK STOREROOM LOGIC : SCHLAGE - US26D - SATURN AL80P0 a a 15 M N O CLASSROOM LOCK : SCHLAGE - U5260 - SATURN AL30PD SEE STRUCTURAL DRAWINGS SOLID CORE WOOD DOOR SOLID GORE WOOD DOOR SOLID CORE WOOD DOOR THRESHOLD : PEMKO - ALUM - 210A or 11CA 6" PRECAST LINTEL 5/8" GYPSUM 5/81, GYPSUM WOOD FRAME WITH CLEAR GLASS WOOD FRAME iN HOLLOW METAL FRAME DOOR SWEEP : PEMKO - ALUM - 315CN SEE STRUCTURAL f WALLBOARD AND FROSTED FILM PULL HANDLE : DON-JO - U8260 - 1114 DRAWINGS WALLBOARD KICK PLATE : DON-JO - ALUM - J102 $. 1 PANIC DEVICE : MONARCH - MAL - ISIOLDANE v i" x 3" P.T. WOOD I" x 3" P.T. WOOD FURRING STRIP FURRING STRIP , 6" ill x 3" P.T. WOOD I L FURRING SCRIP ' \ :.. 5/81, GYPSUM RAL DOOR NOTES •' " • ,©. _ `� •, WALLBOARD METAL STUDS At 16° O.C. SEE WALLTYPES. _....-- 5/8" GYPSUM WALLBOARD SOUND INSULATION 1. ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 2011, SIXTH EDITION / NFPA 101 LIFE SAFETY CODE SEALANT STANLEY DURA-GLIDE 1 x POPLAR TRIM (SIZE TO 5/6" GYPSUM 12.12 WIDTH 12.1.4 SWING AND FORCE t0 OPEN 12.15 LOCKS AND ' BI-PARTING DOOR SYSTEM MATCH METAL DOOR LATCHES AND ALARM DEVICES 12.1b SPECIAL LOCKING u WALLBOARD FRAME PROFILE). ARRANGEMENTS 12.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES N - 1.2.18 SELF CLOSING DEVICES. fe 4 2x BUCK 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.D.A. - REQUIREMENTS. MOTION SENSORS rj = 3. ALL INTERIOR DOOR HANDLES SHALL BE SGHLAGE "AL" SERIES _ SATU1�1 . I x POPLAR TRIM 4. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL 5EARIW3 TYPE POCKET DOOR ILJI ! � HIVES. 5. ALL EXTERIOR DOORS SHALL HAVE 320 FINISH HiNGES. - __ -- SEALANT 3/4"1, L 2 118" 3/4" 6 ALL EXTERIOR DOORS SHALL HAV E WEATHER STRIPING. • `' �` 1/ 'i 1I8° 1, ALL INTERIOR SOLID CORE WOOD DOORS SHALL BE ROTARY WHITE BIRCH VENEER AS MANUFACTURED BY ALGOMA HARDWOODS, INC. - p \ 5EE ARCHITECTURAL SPECIFICATIONS. POC�C.ET DOOR BEAD DETAIL __-- - " --- 4" CONCRETE BLOCK � 8. PROVIDE SEPARATOR OR TRANSITIONAL THRESHOLD A5 REQUIRED O O ` SCALE: 3" i'-0" BETWEEN DIFFERENT FLOOR FINISHES. r 5/8" GYPSUM S. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD WALLBOARD OF THE CLOSER SHALL BE ADJUSTED 50 THAT FROM AN OPEN Z POSITION OF 10% THE DOOR WILL TAKE AT LEAST 3 SECONDS TO 1" x 3" P.T. WOOD 5/8" GYPSUM WALLBOARD MOVE TO A POINT 3 INCHES (16MM) FROM THE LATCH, MEASURED TO FURRING STRIP POPLAR WOOD TRIM TO THE LEADING EDGE OF THE DOOR. SOUND INSULATION MATCH HOLLOW METAL 10. THE MAXIMUM FORCE FOR PUSHIOR PULLING OPEN AN EXTERIOR TER OR ( 0 0 NT R(OR PUSHING OR GYPSUM METAL STUDS At 16" FRAME PROFILE DOOR SHALL NOT EXCEED 85L5F (315N). UWALLBOARD O.G. SEE WALL TYPES m 11. THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 5L5F (222N). 12, SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR A / r TO PLACING ORDER (4 COPIES). i ail RECESS SLAB FOR BOTTOM � i f r----- dJ i3. CONTRACTOR t0 FIELD VERIFY ALL OPENING SIZES BEFORE r ORDERING. TRACK -COORDINATE WITH / 14. PROVIDE WALL OR FLOOR DOOR STOP AT ALL DOORS TYPICAL. DOOR MANUFACTURER 0 15. PROVIDE SAMPLES OF FROSTED FILM FOR REVIEW AND APPROVAL, FINISH FLOOR/ FINISH FLOOR/WALK WALK 16. STOREFRONT SYSTEMS FINISH TO BE WHITE ANODIZED ALUMINUM TO 5/8 GYPSUM _ MATCH WINDOW SYSTEMS. WALLBOARD 1 3/4" 11. STOREFRONT DOORS TO BE 35H MEDIUM STILE DOOR BY "YKK" OR EQUAL. 2x WOOD BUCK 1/4' 3I4" POCKET DOOR PANEL 16. PROVIDE STANDARD PREPARATION FOR OWNER SUPPLIED KEYLESS ENTRY SYSTEM FOR DOORS SELECTED BY OWNER iS. ALUMINUM DOOR AND FRAME TO BE YKK YES 35D - FLORIDA PRODUCT APPROVAL NUMBER 8112.1 3 STANLEY DUR.-A-6.....L.-IDE HEAD AND TRRESHOLD DETAIL STANLEY OURAGLIDE JAMS DETAIL � POCKET DOOR JAMS DETAIL 20. ALUMINUM AUTOMATIC SLIDING GLASS POOR SYSTEM 70 BE DURA-GLIDE 3000 SERIES BY STANLEY ACCESS TECHNOLOGIES - SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" PRODUCT APPROVAL NUMBER 18003.1. REVISIONS BY OIMR CNAIaS i 04. 21,18 Xs uc ► ,4; M N 00 2- E u A >. o Jn E o N c�7 4 5 L t 'sly o s d l ti SOS r d E N �• V N O O O) Z O 04 C � Lr) O J E o >. W Q in c ��V .-� 0 O 0 L V _ LccLJ - O U L ® 0 75 CL m Q O g � Ct °D CL Z Q v J w LL. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet Aga ii:'•Project\Projects 2015\15025 - FMC Eiland Blvd Expansion'\04-CD',,Rev 11,04-Arehitectural',A%b-DR K WIN SCI{D.dwg, 6/29.12018 7:45:36 AM, JSimon, Adobe PDF.pc3 - - 1 t�r Z ! ■ , , ,iC Q� �'■■' �� :' I C o - N� Ilf11r i - - Cmr�. RAL NOTES 1. THIS PLAN 13 FOR MILLWORK ELEVATIONS AND DETAILS COORDINATION ONLY. 2. FOR ALL CLOSET ROOMS FIXED SHELVING - SEE DETAIL I/A13c AND FOR ADJUSTABLE SHELVING SEE DETAIL 2/AI3c. - - - I\ \ 1 ' 1 I ... ... . .. ..... .......... ' ii:� 41 cm, 1/A11e py,Ai a CK" 1012 1 "all 1 i II II I� II II - p f I' ► �� , *' 11tiL �� �L• ®�... in � .. In 11: n .. -. a ■■ - 1 �.. t: ;YY� �:. i - n `gym; .■ �, - -i !�A� �[!�L 1 9YfY{ w. .Y�I � iYf �gWH�Mi -'-♦.....: INNI ' I�HN -'-'........ ••••••: �'�NNN: ■NNNY� �. ih ii ii - . '"■NN . �N NNNNNI ■E IST FLOOR - MILLWORK PLAN SCALE: 1/0" s V-0a REVISIONS BY OUWR CAAN ks 04.21.18 JD5 n .10 N CO O U \� a, O 00 U L7 Q [ : 0 c co 3 ti r—w ECD a r- N m S Jul ka g O d N a.. o0 N CD "T O d # l Q• to C ® 0 Z 0 '� C M 0 M m E 0 0 C) U. _ LLi �L— 0 m 0 >. 0° CL mm N Z O C v J w LA. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 11 a WT-jects Projects 2015\15025 - FMC Eiland Blvd Expansion104-CD\Rev 1\04-ArchitectureP,Al labcdefg- I st Floor - IELEV.dwg, 6/29/2018 7:45:41 AM, 3Simon, Adobe PDF.pc3 i I filvct ar-x*-= r.lvcc Ur-fx.c 1E 3'-0" KNEE SPACE SCALE: 3/8" - 1'-0" R" 11006J(DI LsQ5 RECEPTION J(DI LPN%Fip 1(2)1 LAE1 SCALE: 3/8" - 1'-0" RM 1006 SCALE: 3/8" - I'-0" RM 100'1 SCALE: 3/8" - V-0" RM 1001 N 11 e N Is I Fl%%= T =t3 1�1OT 3 Oi DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE BASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OREFRIGERATOR BY TENANT OUNDER COUNTER REFRIGERATOR BY TENANT V MICROWAVE BY TENANT 10 LINKSYS - VERIFY WITH OWNER ii STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 12 60" ELEVATING PATHOLOGY WORKSTATION - VERIFY WITH OWNER 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH 15 LAMINATED COUNTER TOP 16 LAMINATED SUPPORT. 0 EXHAUST HOOD - SEE MECHANICAL DRAWINGS. 18 SPECIMEN PASS THRU WINDOW - SEE TOILET FLOOR PLAN 18 DISHWASHER (BY OWNER) 20 LOW WALL WITH WOOD CAP - SEE DETAIL B/AIO. 21 WHITE, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, PGT SERIES "SGD-25000 DRY -GLAZED" WITH CLEAR GLASS. 22 3/8" WIDE x 3/9" DEEP REVEAL - SEE DETAIL 3/Ai3c. 23 WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE 24 CROWN MOLDING / CORNER MOLDING - SEE CEILING PLAN AND DETAILS. 25 FAUCET MOUNTED EYE WASH STATION - SEE PLUMBING DRAWINGS. 26 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS GSOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 28 G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS 29 SCALE BY TENANT IS" GRAB BAR, PROVIDE BLOCKING AS REQUIRED. BOTTOM OF VERTICAL BAR TO BE AT 40" A.Fr-. MAX. 31 FALSE LAMINATED PANEL. 101 13LooU nl"w J(DI �3LOoo of"w101 3LOot'� r�� tI�� Mots SCALE: 3/8" = 1'-0" RM 1008 SCALE: 3/8" = 1'-0" RM 1008 SCALE: 3/8" = 1'-0" RM 1008 SCALE: 3/8" = 1'-0" RM 1013 IN n ' KNEE SPACE ?.ract W-AK.= n n r�� 4L3 RM 1014 SCALE: 3/8" a 1'-0" 4'-3" KNEE SPACE AL3 RMI 1014 01 SCALE: 3/8" = I'-0" 81 RAL3 RIM 1014 SCALE: 3/6" a 1'-0" 1. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS AND DETAILS. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL. 3. SEE SHEET A13a, A13b AND A13c FOR CABINET DETAILS. 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 5. PROVIDE CABINET AND DRAWER LOCKS AS PER OWNER'S DIRECTIONS. REVISIONS 8Y 01WR CA44GEs I 04 21 IS JDS N o N U .� o • try- , _ 00 3 >.r- 3 3 N 52 t- x zN Cn �S E �} s t, Z "r-,'�• sir •,�,�/' e RAG C N ;d O o 0 � � G Q .J rn O "0 Z O C zi Q:� N M O M J E �. � U � O C, u- - W 0 C.) ® o m Q 0 �. C1 m sa mm N Z Q C v J w Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 15-025 Sheet A 11 c li:',PrgjeetsTrojects 2015\15025 - FMC Eiland Blvd Expansion'\04-CD\Rev 1\04-Arehitectural'.Al labedefg- 1st Floor - IELEV.dug, 6/29/2018 7:45:45 AM, JSimon, Adobe PDF.pc3 ....-......_.__. :...__..........._................................:....t_..,......_............._.; .................... 21/2"CW FROM SITE: WATER s _ MAIN. REFER 4 COORDINATE WITH CIVIL. 2"CW TO ABOVE :1st FLR CEILING AND d WALL. Z-7i-"L 1 1 !2 .. 1 V ^ 1 \n I �, i � .i_ __..__......................... s EACH FIXT ---URE. 1 _ ' ! _ `" j ..... ...._................__.... --._ _. .. .... ------- --_ .... .... .. .... ............ _. ...... _... _. _. .. .. .._.......__.. _. .. .........._ BB i E; i ;�_ _ ' `, - i ��i? / I I�l_'•: 3"VENT UP TO AEGVE - 1 ,-,., . 2ND FLOOR GE L I �G. - &.- An 3115AN DOWN FROM 2ND FLOOR, TO BELOW SLAB, —'''~ 4"SAN DOWN FROM 2ND FLOOR /2 "H4CW DOWN TO P-2. i li. ,...... HER d -MB WITH EWH-1 ABOVE. 1"CW TO EWH 4 1"HW FROM EWH. 1 '' I � CONTINUE 1ie"H4CW TOMB. UI it �d 1 .... ._..... ., i T FLOOR - PARTIAL PLUM5ING PLAN 1 LABEL FIXTURE W V CW HW DESCRIPTIONS P-i WATER CLOSET 3" 2" 1/2" - ArERICM STANDARD %1016 WHITE ELONGATED HANDICAPPED HANDICAPPED Ito GALLON FLUSH WATER CLOSET OL50NITE i'95 WHITE SEAT, CP STOP AND SUPPLY. P-IA WATER CLOSET 3" 2" 1" - AMERICAN STANDARD "CADET" t3043.102, HANDICAPPED I.6 GALLON FLUSH WITH OL50NITE 55 OPEN FRONT SEAT LESS COVER SLOAN MII FLUSH VALVE. P-2 HANDICAPPED 1112" 2" i/2" t/2" AMERICAN STANDARD'0355.012 WALL HUNG LAVATORY LAV, ZURN Z-831A4-GH FAUCET,; 20 GAUGE CP P-TRAP LESS CLEANOI.I",'; CRI1312-A CP STOPS AND SUPPLIES. P-3 ELECTRIC 11/2 2" 1/2" - ELKAYLRPBGRKVNeKBARRIER-FREE55COOLER ; WATER COOLER RECE55ED N-THE-WALL REFRURATION 5Y60 4 56' DUAL -LEVEL GRILLE N40MICALLY SEALED, RECIPROCATW: TYPE, 115V, 60HZ, SINGLE PHASE, 2B FLA, 93 GPH OF 50T DRINKING WATER $10T ROOM TEMPERATURE. P-4 MOP BA51N 3" 2" 1/2 " 1/2 " FIAT M55-2424 MOP 6A6IN WITH 830-AA SERVICE FAUCET W/ 5RACKET 4 HANGER 145355 5TANLE55 STEEL STRANER VAC. BKAKER 4 I IM T1VM 5P0ltf. P-5 EXAM RM. 11/2" 2" 1/2" 1/2" ELKAY LR51115' X 11�2" STAINLESS STEEL SW SINK COMPLETE WITH FAUCET AND BASKET 5TRA*R 1-1/2" 20 GAUGE CP P-TRAP LESS C.O. STOPS AND SUPPLIES. 15" X 15" X 6" ?-6 COUNTER -TOP 11/2" 2" 1/2" 1/2" AMERICAN STANDARD "CADET"'0419.444 LAVATORY 20" x 11" OVAL LAVATORY WITH ZUida Z-81104-P FAUCET, lie" CP P-TRAP, STOPS 4 SUPPLIES. P-1 URINAL 2" 2" 3/4" - AMERICAN STANDARD 6501.010 "WASHBROOK" 10 GALLON FLUSH URINAL WITH SLOAN • FLUSH VALVE, MOLNT AT HANDICAPPED HEIGHT 6-1 SINK -SINGLE 11/2" 2 12 12" ELKAY PSR-1918 IV'x18"xi1/2" DEEP, 20 COMPARTMENT GAUGE -TYPE 302 SS 5ELF-RN'1MNG SINK WITH i DELTA 101-HDF-D5T SINGLE HANDLE FAUCET. j 18 GA. P-TRAP, CHIC STOPS AND SUPPLIES. I 1/2 HP GARBAGE DISPOSAL EQUAL TO NSNCERATOR AT BREAK ROOM ONLY. EWH-1 ELECTRIC - - 3/4" 3/4 ° A.O. SMITH DEL-50, 50 GALLON WATER EWH-2 WATER HEATER HEATER 45 K.W. 6211 VOLT, 1 PHASE. U.L. LISTED AND ASHRAE W-A APPROVED. VB VALVE BOX - - �2 ° - RECE55FD VALVE WX WITH FRAM AND COVER' EQUAL TO WATER TITE MODEL WS000.' EW FAUCET MOUNT - - /2" - BRADLEY FAUCET MOUNT EYEWASH MODEL EYE WASH 5I9-2005 ANSI/15EA STANDARD M&I COIJPLIANT , RCP RECIRCULATING - - - /2" GRUNDFOS MODEL UP15-2SSU,1/25 HP,115 Y., PUMP I PH, RATED AT 6 GPM AT F HEAD. BRONZE, N-LNE PUMP. ALTEiddATE5: TACO, BELL i C055ET. UM51GENERAL NOTES., I. THE PLUMBING CONTRACOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATIONS AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER LINES. 2. WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB FITTINGS, 3. DOMESTIC WATER PIPING SHALL BE 'L' COPPER WITH (35/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R. SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH THE FBC - PLUMBING. PVC AND CPVC PIPINr 15 NOT ALLOWED DUE TO RETURN AIR PLENUM. 4. SLOPE WASTE LINES 3" AND LARGER AT Ys"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT i/4" PER FOOT. 5, INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL ARMAFLEX OR EQUIVALENT INSULATION. 6. PROVIDE NEW ISOLATION VALVES AT ALL FIXTURES. NEW ISOLATION VALVES SHALL BE CHROME FINISH EQUAL TO BRASSCRAFT. 1. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. 5. PLUMBING CONTRACTOR SHALL COORDINATE ALL ROUTING AND PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK. a. ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND QUALITY OF THE FIXTURES SPECIFIED. 10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - PLUMBING TABLE 308.5. L TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR POTABLE HOT AND COLD WATER PIPING SHALL BE HYDR05TATICALLY TESTED AT 125 PSIG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE: FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 1:2. CLEANOUTS SHALL BE PROVIDED PER PLAN AND/OR AS REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM. CLEANOUTS SHALL BE SAME 51ZE AS PIPE. FLOOR CLEANOUT5 SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP, WALL CLEANOUTS SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS STEEL COVER 13. ROOF DRAINAGE: PIPING AND LEADERS -SHALL BE SCHEDULE 40 PVG1 WITH 2" THICK PREFORMED SECTIONAL FIBERGLASS INSULATION ON ALL HORIZONTAL RUNS AND FIRST 12" OF VERTICAL TURN -DOWN PAST THE HORIZONTAL. KEY FLAN L.. - I - _ - ---J .._..... , _:. .__..._.. ._._....____—___., : _.------- ................._...._.._.........__._......_._.._.---...-- -.---__._..._.__—._.____..__._.._.._.-..._._�--`____.�....___._.... / / {— - 1 1 _ \ r _.. ........_.. .. ....__.:.r.:: ......_ ....... .............. _..__... .... ._..... ; ------------- ----- -_ --__ __ _- _ __------__ .__ - __ - - __ -- -- ___ __ ____ - -- _ --- --------- -- ----- -- ----- .._...-_....._._..__. 1 CWTT .. ; ...._ '• .................r- a I/s �EHWRiHWR... 2oi ...._.% ...........................:. wx .. ........... - - 3 VENT .u..._ P TO ABOVE 2ND FLOOR CEILING. i — 112 "HECW DOWN I � TO P-5. . NOT r 1. THE PLUMBING CONTRACOR SHALL RVEY 51 T E PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATIONS AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER LINES. 2, WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB FITTINGS. 3. DOMESTIC WATER PIPING SHALL BE 'L' COPPER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH THE FBC - PLUMBING. PVC AND CPVC PIPING IS NOT ALLOWED DUE TO RETURN AIR PLENUM. 4. SLOPE WASTE LINES 3" AND LARGER AT Ys" PE FOOT, LINES SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL ARMAFLEX OR EQUIVALENT INSULATION. 6. PROVIDE NEW ISOLATION VALVES AT ALL FIXTURES. NEW ISOLATION VALVES SHALL BE CHROME FINISH EQUAL TO 5RA55CRAFT. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. 8. PLUMBING CONTRACTOR SHALL COORDINATE ALL ROUTING AND PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK 9. ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND QUALITY OF THE FIXTURES SPECIFIED. 10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - PLUMBING TABLE 3055. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 P51G FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 12. CLEANOUTS SHALL BE PROVIDED PER PLAN AND/OR AS REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM. CLEANOUT5 SHALL BE SAME SIZE AS PIPE. FLOOR CLEANOUT5 SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. WALL 1 CLEANOUTS SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS STEEL COVER 13.- ROOF DRAINAGE PIPING AKD LEADERS 5HALL SE SCHEDULE 46 PVC WITH 2" THICK PREFORMED SECTIONAL FIBERGLA65 INSULATION ON ALL HORIZONTAL RUNS AND FIRST 12" OF VERTICAL TURN -DOWN PAST THE HORI ONTAL. r SANITARY COLD WATER HOT WATER ®_ _ _ .._.._.... - - _---------- .- HOT WATER RECIRCULATION .r 1 0 r nnic �v 04.21. 1.8 B M -- %Z\1-10-18 RFi-B-I T.A . .f, i1 Wa� v:€a 01 c popaa r�(i�i�°- TP1Pj�o� c�`� C o a° U"1 75 ° o ° ,I, 4 STATE OF 0 o U m Z m N h Q 1 O, ~ O N N - _O O d ❑ EL •C y JLL N 0 m m u N..�. N N 0 V) N g G N C r- U � O 0 C Uf LLJ 0 C) V > - L a3 � m o 1_ 1 1_ E Scale: AS NOTED Project Mgr: AAY L�r..v,E.. DMD 1ST FLOOfR - F'AfRT I AL f=L N GALE: 3;1/0" = -O' 7— 3,�,l I, �1 M5 WITH EWH-2 ABOVE. VCW =3 TO EWH 4 PHW FROM EWH. TO M5. CONTINUE 1/2"H4CW 4"5AN DOWN TO p 15T FLOOR 16T FLOOR 3 "VENT UP FROM 44 4CW '/2`H4CW DOWN 1, 1/2 4CW DOWN TO 15T FLOOR Tn P-1 1/2 "H 4CW DOWN TO P-5, TYR - 0 2ND FLOOR - PARTIAL FLUM51NG FLAN SCALE. 3116" = I'-011 FLUM51NG GENERAL NOTE,5; 1. THE PLUMBING CONTRACOR SHALL SURVEY SITE PRIOR TO 51D SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATIONS AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER LINES. 2. WASTE AND VENT PIPING -SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB FITTINGS. 3. DOMESTIC WATER PIPING SHALL BE 'L'COFfDER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH THE F15C - PLUMBING. PVC AND CPVC PIPING 15 NOT ALLOWED DUE TO RETURN AIR PLENUM, 4. SLOPE WASTE LINES 3" AND LARGER AT Ya"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT PER FOOT, 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL ARMAFLEX OR EQUIVALENT INSULATION. (o. PROVIDE NEW 150LATION VALVES AT ALL FIXTURES. NEW 150LATION VALVES SHALL BE CHROME FIN15H EQUAL TO 5RA55GRAFT. 1. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. 8. PLUMBING CONTRACTOR SHALL COORDINATE ALL ROUTING AND PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK 9. ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND QUALITY OF THE FIXTURES SPECIFIED. 10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER F5C - PLUMBING TABLE 308-5. 11. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNE55ED BY THE BUILDING DEPARTMENT INSPECTOR. POTABLE POT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 105IG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 12, CLEANOUT5 SHALL BE PROVIDED PER PLAN AND/OR AS REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM. CLEANOUT5 SHALL BE SAME SIZE AS PIPE. FLOOR CLEANOUT5 SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. WALL CLEANOUT5 SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS STEEL COVER - WITH 2"THICK PREFORMED -SECTIONAL 1`15ER31-A55 INSULATION ON ALL� HORIZONTAL RUNS AND FIRST 12"OF VERTICAL TURN -DOWN FAST THE PLUM51NG LEGEND SANITARY COLD WATER -- — - — - — - — - — -- HOT WATER KE Y f=L AN 0 Vol 1J a -0 0 REVISIONS BY 04, 21,18 5.MD io-ia m w-a-io TAP. 7; > 0 0. N L) � M 0000" 0 o ....... . 000 .. L 0,900 Ej 00 VINN"M/a/M11111811/0 z Q1 C-4 0" z C! zC1 a a- ,10N C) M 0) LL 0 00 NLo 04 4) (D Ln C4 CL J- CY) 0 C-4 .0 LO 0 m E O < i7i -Col 0 0 0 0 E: — LJ 0 > o •� - 0 m -C cr- C z 0O Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet P 3 '3/4"H4CW DOWN IN ............... WALL. 51-ILIT 1/2" TO 3"VENT Uf= FROM 16T FLOOR EACH FIXTURE. 3"5AN DOWN TO 15T FLOOR. 2NID FLOOR - PARTIAL FLUtI51NG FLAN 5CALE. 3116" = V-0" SANITARY COLD WATER HOT WATER <E �r FLAN a 0. REVISIONS BY 1 04.21,15 511D 2 1-10-16WI-E-10 TAR li ii E o 18 F 'p, ol 411DII NAL U-) M/MT/MM/10/11=0 z CN O� CON =0 C,4 aU 0 0 J ILL 2� �0 10 00 0, C", C> C,4 2, 9) Qq 4) Lr) 01 C'4 0 rZ r- 0 L'i 0 04 LO 0 m -J E 0 < V) C .0 u :3 4- — Jd %4-- 0 0 0 0 -0 — LLi 0 C.) > -c a- 41 < 0 L>1 m -C D- ID z 0 LLI Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet P4 I III IIIIII_ 'I 1 11 III i I HVAC LEGEND CEILING SUPPLY DIFFUSER CEILING RETURN LO I CEILING EXHAUST FAN THERMOSTAT SMOKE DETECTOR VOLUME DAMPER RIGID DUCT FLEXIBLE DUCT FLOW DIRECTION '+—® LINEAR SUPPLY GRILLE C FIRE DAMPER . A4nol r 67i`i`i`i'i'iiTiTh i'i'i'i�i'i�ii►'��� UNIT I ,, 1ST FLOOR - PARTIAL MECHANICAL FLAN SCALE: 3/16" = 1'-0" VAVI OUTSIDE AIfirm' CALCULATION. - OFFICE OCCUPANCY: NET OCCUPIABLE SPACE (N.O.S.) = 4591 SQ. FT. MAX. OCCUPANCY = 108 PERSONS CALCULATION. (N.O.S. X .06) + (OCCUPANCY x 5 CFM/PERSON) = REQUIRED CFM. (4591 X .O(o) + (10& x 5 CFM/PERSON) = 515.46 REQUIRED CFM. OUTSIDE AIR PROVIDED: RTU -1 - 85O CFM TOTAL: 850 CFM - IN COMPLIANCE. HVAC GENERAL NOTES 1. DUCT SIZES ARE CLEAR, INSIDE DIMENSIONS. VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO FABRICATION OR INSTALLATION. ALL NEW DUCTWORK SHALL BE GALVANIZED SHEET METAL WITH 2" 3/4 LB. DENSITY FOIL FACED EXTERIOR INSULATION WITH AN "R" VALUE OF 42. ALL JOINTS SHALL BE SEALED WITH MASTIC. ROUND EXHAUST DUCT SHALL BE SINGLE WALL ROUND SPIRAL OR SNAP-LOK DUCT. EXHAUST DUCTS DO NOT NEED TO BE INSULATED UNLESS REQUIRED BY LOCAL ORDINANCE. ALL DUCT SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA REQUIREMENTS. 2. ALL BRANCH CONNECTIONS SHALL BE CLASS ONE FLEXIBLE DUCT WITH A MANUAL VOLUME DAMPER INSTALLED IN THE COLLAR AT THE MAIN TRUNK FOR BALANCING PURPOSES. 3. PROVIDE FIRE DAMPERS AT ALL PENETRATIONS OF RATED WALLS. REFER TO DETAILS ON SHEET M2. 4. THE HVAC CONTRACTOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS, LOCATIONS AND THE SCOPE OF WORK. 5. EXISTING VAV BOXES SHALL BE VERIFIED FOR PERFORMANCE DURING TEST AND BALANCE. 6. DEVIATION FROM MATERIALS, METHODS, OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. 1. ANY AND ALL QUESTIONS AS TO THE INTENT OF, OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF PLANS SHALL NOT JUSTIFY ANY CLAIMS OR EXTRA COMPENSATION. 8. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES, AND ORDINANCES. 9. THE HVAC CONTRACTOR SHALL COORDINATE ALL EQUIPMENT, DUCT, 4 DIFFUSER LOCATIONS AND CLEARANCES WITH ALL OTHER TRADES ON PROJECT, IN PRE -CONSTRUCTION MEETING, PRIOR TO ANY ORDER, FABRICATION, OR INSTALLATION. 10. COORDINATE WITH THE BUILDING MANAGER ON THE APPROVED HOURS FOR WORK TO BE DONE AS WELL AS OTHER SPECIFIC REQUIREMENTS PERTAINING TO THE BUILDING HVAC 5Y5TEM(5). 11. SUPPLY DUCTWORK SHALL BE CONSTRUCTED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH SMACNA REQUIREMENTS FOR A 1" POSITIVE STATIC PRESSURE CLASSIFICATION. 12. COORDINATE WITH THE BUILDING MANAGER ON TAPS INTO MAIN SUPPLY DUCT FOR NEW VAV BOXES PRIOR TO COMMENCEMENT OF WORK. 13. THE MECHANICAL CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY TO TEST AND BALANCE ALL HVAC SYSTEMS AND DEVISES IN THIS PROJECTS SCOPE OF WORK. FINAL VALUES SHALL BE WITHIN TEN PERCENT OF LISTED DESIGN VALUES. SUBMIT REPORT TO THE: ARCHITECT AND ENGINEER FOR ='^ s REVIEW. PROVISIONS SHALL BE MADE FOR ADJUSTMENTS AS DEEMED NECE5SARY BY THE ENGINEER TESTING AGENCY SHALL BE AABC OR NEBB CERTIFIED. KEYED NOTES: Q ®NEW RUSKIN EME6325D 12x18 LOUVER WITH PLENUM BOX FOR CONNECTION OF EXHAUST DUCTS. COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. NEW RUSKIN EME6325D 1&18 LOUVER WITH PLENUM BOX FOR GONNirGTION OF EXHAUST DUCTS. COORDINATE WITH THE GI=NERAL CONTRACTOR PRIOR TO INSTALLATION. j SUPPLY 4 RETURN DOWN DUCTS FROM RTU-2. ROUTE RETURN DUCT TO JUST BELOW FLOOR JOIST WITH 1/4"xI/4" HARDWARE CLOTH END CAP. PROVIDE SURFACE MOUNT FRAME FOR INSTALLATION IN GYP CEILING. j SUPPLY 4 RETURN DOWN DUCTS FROM RTU-1. ROUTE RETURN DUCT TO JUST BELOW FLOOR JOIST WITH 1/4"x1/4" HARDWARE CLOTH END CAP. ®TRANSITION SUPPLY DOWN DUCT FROM UNIT OPENING OVER AND TIGHT TO CHASE WALL TO ALLOW ADEQUATE ROOM FOR RETURN DUCT SOUND ATTENUATION ELBOW TO BE INSTALLED. FIELD COORDINATE PRIOR TO FABRICATION AND INSTALLATION. ® PROVIDE OPPOSED BLADE DAMPER KEG' FLAN r, REVISIONS BY 1 04.21. 18 BMD �x :J r ry J ..o � T: :.. • 17 GJ ti { x 1 15, r., D I • Lf I L O ; • O •. f; g ���. � �1T✓" pief P.E. 4175 APRIL 27, 2018 0 w Z m N - LO -t �(OO TZ N�at c L ��� I� � �O N L3 N cC> O O N �O p� Z O C CA: N LO C M m J E V Q to C O �. W 0 m v Q0m� ®_ m a Z Q v J W LL.. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet m 1 L -- - Il11 ;II! rI ! III I I L `:J 1ST FLOOR - PARTIAL MECHANICAL PLAN QvCALE: 3/I6" = I'-0" OUTSIDE AIR CALCULATION: OFFICE OCCUPANCY: NET OCCUPIABLE SPACE (N.O.5.) = 4596 50. FT. MAX. OCCUPANCY = ee PERSON5 CALCULATION: (N.O.S. X .06) + (OCCUPANCY x 5 CFM/PERSON) = REQUIRED CFM. (45e(p X .06) + (ee x 5 CFM/PERSON) = 710.16 REQUIRED CFM. OUTSIDE AIR PROVIDED: RTU-2 - 800 CFM TOTAL: 800 CFM - IN COMPLIANCE. HVAC LEGEND CEILING SUPPLY DIFFUSER CEILING RETURN CEILING EXHAUST PAN P THERMOSTAT SMOKE DETECTOR VOLUME DAMPER NMI I RIGID DUCT FLEXIBLE DUCT PLOW DIRECTION �+---® 1 LINEAR SUPPLY GRILLE FIRE DAMPER KEYED NOTES: O j J NEW RUSKIN EME6325D 12x18 LOUVER WITH PLENUM BOX FOR �✓ CONNECTION OF EXHAUST DUCTS. COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. ®NEW RUSKIN EME6325D 18xI8 LOUVER WITH PLENUM BOX FOR CONNECTION OF EXHAUST DUCTS. COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. QSUPPLY 4 RETURN DOWN DUCTS FROM RTU-2. ROUTE RETURN DUCT TO JUST BELOW FLOOR JOIST WITH 1/4"xl/4" HARDWARE CLOTH END CAP. ®PROVIDE SURFACE MOUNT FRAME FOR INSTALLATION IN GYP CEILING. j SUPPLY 4 RETURN DOWN DUCTS FROM RTU-I. ROUTE RETURN DUCT TO JUST BELOW FLOOR JOIST WITH 1/4"x1/4" HARDWARE CLOTH END CAP. ©TRANSITION SUPPLY DOWN DUCT FROM UNIT OPENING OVER AND TIGHT TO CHASE WALL TO ALLOW ADEQUATE ROOM FOR RETURN DUCT SOUND ATTENUATION ELBOW TO BE INSTALLED. FIELD COORDINATE PRIOR TO FABRICATION AND INSTALLATION. KEY PLAN Ire REVISIONS BY 04.21.18 B.MD v r � M � r v J r E iti r p CL s J. �1 -ass xi � U , AY�Isi 5 y_� 5 ?� 8 r '��•®R/DA •� GAR Maliiii ,�`�V; P.E. FL Li . .. 4175 APR IL 27, 2018 LJ 00 Z m N � ,Np~aZ Q N A a! oozr. o :0. N x a` i` ❑ LO 2 Nco J LL .ammo N N p �p _ . t s+ N a a� Z O C C4 � G M m o 0 0 W 0 v @' c 75 t a Q d_ m° m a � � N Z Ca c W LL- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet M2 OUTSIDE AIR CALCULATION: OFFICE OCCUPANCY: NET OCCUPIABLE SPACE (N.O.S.) = 4581 SQ. FT. MAX. OCCUPANCY = 104 PERSONS CALCULATION: (N.O.S. X .06) + (OCCUPANCY x 5 CFM/PERSON) = REQUIRED CFM. (456*1 X .0(o) + (104 x 5 CFM/PERSON) = 19522 REQUIRED CFM. OUTSIDE AID? PROVIDED: RTU-3 - 500 CFM TOTAL: 800 CFM - IN COMPLIANCE, H VAC LEGEND CEILING SUPPLY DIFFUSER CEILING RETURN CEILING EXHAUST FAN THERMOSTAT SMOKE DETECTOR �D VOLUME DAMPER mmi RIGID DUCT FLEXIBLE DUCT FLOW DIRECTION 1 LINEAR SUPPLY GRILLE FIRE DAMPER �) l ! KEYED NOTES: O ® 5240 RETURN AIR DOWN DUCT. MOUNT JUST BELOW FIRST FLOOR JOIST LEVEL WITH 45• ELBOWS AND 1/4"xl/4" HARDWARE CLOTH END CAP. BALANCE 5Y5TEM FOR 050 CFM OF OUT5IDE AIR 4 6800 CFM OF RETURN AIR MOUNT SMOKE DETECTOR IN DOWN DUCT. ®36"44" SUPPLY AIR DOWN DUCT TO FIRST FLOOR CEILING SPACE. MOUNT SMOKE DETECTOR IN DOWN DUCT. ® 5240 RETURN AIR DOWN DUCT. MOUNT JUST 5ELOW FIRST FLOOR J015T LEVEL WITH 45• ELBOWS AND 1/4"xl/4" HARDWARE CLOTH END CAP. BALANCE SYSTEM FOR 800 CFM OF OUTSIDE AIR 4 6900 �•, CFM OF RETURN AIR. MOUNT SMOKE DETECTOR IN DOWN DUCT. j 36"44" SUPPLY AIR DOWN DUCT TO FIRST FLOOR CEILING SPACE. MOUNT SMOKE DETECTOR IN DOWN DUCT. ® 5240 RETURN AIR DOWN DUCT. MOUNT JUST BELOW J015T LEVEL WITH 45° ELBOWS AND 1/4"x'/4" HARDWARE CLOTH END CAP. BALANCE SYSTEM FOR SOO CFM OF OUTSIDE AIR 4 6100 CFM OF RETURN AIR. MOUNT SMOKE D15T5CTOR IN DOWN DUCT. t J 34"44" SUPPLY AIR DOWN DUCT TO SECOND FLOOR CEILING SPACE. MOUNT SMOKE DETECTOR IN DOWN DUCT. ® 52x2O RETURN AIR DOWN DUCT. MOUNT JUST BELOW JOIST LEVEL WITH 45° ELBOW5 AND 1/4"x1/4" HARDWARE CLOTH END CAP. 1 BALANCE 5Y5TEM FOR 850 CFM OF OUTSIDE AIR 4 6150 CFM OF [ ] 36"44" SUPPLY AIR DOWN DUCT TO SECOND FLOOR CEILING1 SPACE. MOUNT SMOKE DETECTOR iN DOWN DUCT. PROVIDE COOK MODEL PR 51ZE 8 EXHAUST VENTILATOR WITH SXS SHEET METAL PLENUM EXTENDED DOWN FOR CONNECTION OF EXHAUST DUCTS. REFER TO DETAIL ON M5. PROVIDE OPPOSED BLADE DAMPER 64 EXHAUST UP TO COOK MODEL PR SIZE 6 EXHAUST VENTILATOR FROM SAFETY CABINET. KEY PLAN 2ND FLOOD? - PARTIAL MECHANICAL ANICAL FLAN SCALE: 3/16" = I'-0" REVISIONS BY A� 04.21. 18 BMD M J � � f x xi 1 t ( �Li �f35 f5�5 �s r� M R 3, 4AW PE i 1 i x yr t LS f..i rrS.Lr.� i rsrs5% DO�p� s , e j o 0 0 0 0 ° i o -2 8 o ° A`'0 00 �^ ooaoo aaaa00000 U �co Z 6 O o a J ammo IL r N !n o O _ t U C14 � •CD� i` T p C N CL C d���U L a_ m Z 0 1* •° U N m 0 m J E } v m < to c ss o 0 O ILL. U W 0 cs > v Q 0 p m a Z W LL- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet M 3 I r, 2ND FLOOP? - PARTIAL MECHANICAL PLAN SCALE: 3/1fo" = 1'-0" OUTSIDE AIR CALCULATION: OFFICE OCCUPANCY: NET OCCUPIABLE SPACE (N.O.S.) = 4554 SQ. FT. MAX. OCCUPANCY = 110 PERSONS CALCULATION: (N.O.S. X .06) + (OCCUPANCY x 5 CFM/PERSON) = REQUIRED CFM. (4554 X .06) + (110 x 5 CFM/PERSON) = 82324 REQUIRED CFM. OUTSIDE AIR PROVIDED: RTU - 4 - 850 CFM TOTAL: 850 CFM - IN COMPLIANCE. HVAC LEGEND CEILING SUPPLY DIFFUSER CEILING RETURN CEILING EXHAUST FAN I� THERMOSTAT SMOKE DETECTOR tD VOLUME DAMPER RIGID DUCT FLEXIBLE DUCT FLOW DIRECTION 1 LINEAR SUPPLY GRILLE FIRE DAMPER ® J KEYED NOTES: 0 l J 52°40" RETURN AIR DOWN DUCT. MOUNT JUST BELOW JOIST LEVEL (THIS FLOOR) WITH 45° ELBOWS AND 1/4"xl/4" HARDWARE CLOTH END CAP. BALANCE SYSTEM FOR 800 CFM OF OUTSIDE: AIR # 6100 CFM OF RETURN AIR MOUNT SMOKE DETECTOR IN DOWN DUCT. j 36"44" SUPPLY AIR DOWN DUCT TO SECOND FLOOR CEILING SPACE. MOUNT SMOKE DETECTOR IN DOWN DUCT. ®PROVIDE COOK MODEL PR 51ZE 8 EXHAUST VENTILATOR WITH 8X8 SHEET METAL PLENUM EXTENDED DOWN FOR CONNECTION OF EXHAUST DUCTS. REFER TO DETAIL ON M5. KEY PLAN s x rA REVISIONS BY :J r J J J 12 1 3i { ..�,......... ; 5 y% r � 1 s °°po°oo 0000 pp po Op N o o ° ® o o 5) o 0 ° 442 1 4 OF o 000 Ohl po°o �DIVi�1LE�Cp000 D 00 Z Cf] N - bt 2 N P O 0) 0 U =roozr, o a ❑ p0, N c L U C\J C>� W ^ U a� U � Z � N C � � to � � M M m E C i c o U 4 � � W 0 v ® y v Q0=o� a N 4) 0C Q W LL- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet M4 MOUNTING ANGLE. BREAK -AWAY CONNECTION (MAX. 12" FROM WALL) -� ACCESS 1 (iN DUCT) SLEEVE, MIN. 20 GA. MATCH DUCT SIZE. - WALL OR PARTITION. 165 DEG. FUSIBLE LINK IN AIRSTREAM, FIRE DAMPER FRAME 1/8" CLEARANCE BETWEEN WALL OPENING AND FRAME FOR EVERY 12" DAMPER WIDTH AND HEIGHT. NOTES: 1. INSTALL DAMPER ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 2. RETAINING ANGLE SCREW SPACING SHALL NOT EXCEED 4" BETWEEN SCREWS. 3. CONNECT SLEEVE TO DUCT ON BOTH SIDES WITH STANDARD SLIP JOINT CONNECTORS. 4. SLEEVE SHALL NOT EXTEND MORE THAN &` PAST WALL UNLESS A NO. 10 GAUGE METAL 15 USED. 5. HVAC CONTRACTOR SHALL HAVE ON SITE A COPY OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR USE BY THE MECHANICAL INSPECTOR TO VERIFY INSTALLATION. 6. DAMPER SHALL BE STYLE 'B', CURTAIN TYPE. U.L. CLASSIFIED (UL555 LISTING R5531), EQUAL TO RUSKIN MODEL I5D20 WITH 20 GAUGE SLEEVE. SECURE CURB TO_. STRUCTURAL STEEL WITH 11/2" BOLTS WITH WASHERS, THRU STEEL SUPPORTS. THREE PER LONG SIDE, TWO PER SHORT OR WELD CURB TO STEEL. PACKAGED AIR- CONDITIONER - ROOF CURB SECURE RTU TO CURB WITH *14 SCREWS WITH WASHERS. PROVIDE THREE PER LONG SIDE e e AND TWO PER SHORT SIDE. DECK. �-4"x4"xl/4" STEEL ANGLE SUPPORTS WELDED BETWEEN BAR JOISTS AND STEEL MEMBERS AS REQUIRED SO ENTIRE NOTES: CURB RESTS ON STEEL - SET PACKAGED AIR CONDITIONER ON CURB AND SUPPORTS. (BY STEEL SECURE AS INDICATED ABOVE WITH AT LEAST THREE CONTRACTOR) SCREWS PER LONG SIDE OF UNIT AND TWO PER SHORT SiDE OF UNIT. CURB SHALL BE MINIMUM 14" HIGH SO RTU IS AT LEAST 8" ABOVE FINISHED ROOF SURFACE WITH NO ROOFING BENEATH CURB. - PROVIDE WASHERS BETWEEN SCREWS/BOLTS AND STRAPS, TYPICAL. - ALL STRUCTURAL STEEL BY STEEL CONTRACTOR. RTU CURB, SECURING OF CURB TO STRUCTURAL STEEL AND SECURING OF RTU TO CURB BY HVAC CONTRACTOR - THIS DETAIL 16 PROVIDED FOR FLORIDA HURRICANE 146 MPH TIE -DOWN COMPLIANCE. J(DIROOF CONDENSATE DETAIL KDIROOF-TOF A/C TiE-DOWN DETAIL6CALE: NONE W-ALE: NONE I ( 1-011 SPACING I SCH. 40 PVC EXTRA LAYER OF ROOF INSULATION METAL DECK ,o)I ROOF CONDENSATE DETAIL SCALE: NONE FLOAT SWITCH MOUNTED TO DRAIN PAN FOR UNIT SHUT -DOWN. ROOFT P UNIT DRAIN PAN DUCT FACTORY CURB PVC PIPE STRAP: FACTORY FABRICATED, FASTENED TO WOOD SUPPORT W/ GALV. WOOD SCREWS SLOPE: W1 ROOF ----� 11il•'IT PRESSURE TREATED BLOCK: MINIMUM 2" THK GASKET 4 WEATHERSEAL REMOVABLE CAP W/ 1/4"RND HOLE DRILLED IN CAP. FOR CLEAN -OUT, VENT OF DRAIN PiPING, P-TRAP H T= 311 H= 11i21' ROUTE TO NEAREST ROOF DRAIN X= V OR TO DOWNSPOUT. PROVIDE DRYWELL BENEATH AS REQUIRED. ROOF INSULATION ROOF DECK COUNTERFLASHING STRIP, 1 nii1f;RTUfi?�CONDENSATE DETAIL 1 5 1. 1/4" THREADED SUPPORT ROD. 2. SUPPLY DUCT. 3. VARIABLE AIR VOLUME (VAV) BOX. 4. 2" UNISTRUT BOTTOM SUPPORT OR STEEL ANGLE. PROVIDE i11 CORK 4 NEOPRENE ISOLATOR BETWEEN UNIT AND SUPPORT. 5, SUSPENDED CEILING SYSTEM, AS APPLICABLE. 6, ROOF SYSTEM, WITH INSULATION, AS APPLICABLE. 1. 2X2 STEEL/UNISTRUT ACROSS JOISTS OR PERLINS WiTH I11 CORK 4 NEOPRENE BETWEEN JOIST AND STEEL. DRILL STEEL AND INSTALL THREADED ROD THROUGH ANGLE WITH WASHER AND LOCKING NUT. 8. INLET DUCT FROM MAIN MEDIUM PRESSURE DUCT. NOTE: IF MANUFACTURER'S INSTALLATION GUiDLINES ALLOW FOR SUSPENDING UNIT WITH lb GA. V STEEL STRAP FROM THE STRUCTURE THE CONTRACTOR MAY PROVIDE THIS HANGING SYSTEM IN LIEU OF THE ABOVE. VAV 8OX SUPPORT DETAIL SCALE: NONE MARK MANUFACT MODEL AREA SERv1=D INLET CFM-MAX NEAT CFM INLET SP. HEAT KW / VOLTS ELEC. DATA NOTES VAV-Ai CARRIER 35E ZONE A 12 1500 150 12" 8 - 211V 3P 2'1'lV. 1 PH. 1-1 VAV-A2 CARRIER 35E ZONE A 10 850 425 10" 5 - 211V.,1P. 211V, 1 PH. 1-1 VAV-A3 CARRIER 35E ZONE A 12 1350 610 1.0" 1 - 211V 3P 211v. I PH. 1-1 VAV-A4 CARRIER 35E ZONE A 10 550 415 1.011 55 - 211V., IF. 211V. 1 PH. 1-1 VAV-A5 CARRIER 35E ZONE A 12 1250 615 1.0" 1 - 211Y 3P 211V. i PH. 1-1 VAV-A6 CARRIER 35E ZONE A 12 1150 815 1.011 8 - 211Y 3P 2-1-1V. i PH. 1-1 VAV-51 ARRIE 35E ZONE B 12 1150 615 1.0" 8 - 211V 3P 2-f-fV. 1 PH. 1-1 VAV-52 CARRIER 35E ZONE B 8 625 315 1.0" 35 - 211V 3P 211V. 1 PH. 1-1 VAV-53 CARRIER 35E ZONE B 10 800 400 i0" 45 - 211V.,1P. 211V, 1 PH. 1-1 VAV-B4 CARRIER 35E ZONE B 10 1315 4W 1.0" 55 - 211V 3P 211V. 1 PH. 1-1 VAV-55 CARRIER 35E ZONE B 12 1625 515 1.01' 18 - 211V 3P 211V. 1 PH. i-1 VAV-56 CARRIER 35E ZONE: B 10 (325 465 1.0" 55 - 211V., IF. 211V. 1 PH. 1-1 VAV-51 CARRIER 35E ZONE B 10 1000 500 1.0" 55 - 211V„ iP. 211V. 1 PH. 1-1 VAV-CI CARRIER 35E ZONE: C 12 1400 100 1.0" 8 - 211V., IR 211V. I PH. 1-1 VAV-C2 CARRIER 35E ZONE C 8 900 450 10" 55 - 211V., IF. 211V. i PH. 1-1 VAV-C3 CARRIER 35E ZONE C 10 800 400 1.011 45 - 211V„ 1P. 211V. 1 PH. 1-1 VAV-C4 CARRIER 35E ZONE C 10 1200 600 Ud" 1 - 211V„ 1P, 211V. 1 PH. 1-1 VAV-05 CARRIER 35E ZONE C 10 WO 450 1.0" 55 - 211V„ 1P. 211V. 1 PH. 1-1 VAV-C(6 CARRIER 35E ZONE C 10 WO 1 450 1.0" 55 - 211V„ iF. 211V. 1 PH. 1-1 VAV-C1 CARRIER 35E ZONE C 12 1400 100 1.0" 8 - 211V„ iR 211V. 1 PH. 1-1 VAV-DI CARRIER 35E ZONE D 8 400 200 1.0" 1.1 - 211V., IF, 211V. 1 PH. 1-1 VAV-D2 CARRIER 35E ZONE D 10 1100 550 1.01, 55 - 211V, iP. 211v. 1 PH. 1-1 VAV-03 CARRIER 35E ZONE D 8 115 3W 1.0" 45 - 211V., IR 211V. 1 PH. 1-1 VAV-D4 CARRIER 35E ZONE D 12 1150 515 1.0" 1 - 211V„ 1P. 211V. I PH. 1-1 VAV-05 CARRIERI 35E ZONE D 10 1025 515 1.0" 55 - 211V., iF. 211V. I PH, 1-1 VAV-D6 CARRIER 35E ZONE D 10 WO 450 1.011 55 - 211V., IF. 211V. 1 PH. 1-1 VAV-01 CARRIER 35E ZONED 1 10 1 850 425 1.011 55 - 211V.,1P. 1211V. 1 PH. I i-1 VAV-D8 CARRIER 35E ZONE D 12 1400 100 1.0" 8 - 211V., IR 211V. i PH. I-1 NOTES: 1. OPERATOR SHALL BE PRESSURE INDEPENDENT. 2. PROVIDE ELECTRONIC THERMOSTAT WITH LOCKABLE OR RESTRICTED ACCESS COVER 3. PROVIDE FACTORY CONTROLS TRANSFORMER AND POWER FUSE. 4. INSULATION SHALL BE V FOIL FACED. 5. MAXIMUM CLOSURE SHALL BE 50 PERCENT. b, VAV CONTROLLERS, BY CONTROLS CONTRACTOR, SHALL BE SHIPPED TO FACTORY AND INSTALLED AND TESTED AT VAV BOX FACTORY. 1. TRANSITION FROM FACTORY INLET AND OUTLETS TO LISTED DUCT SIZES AS REQUIRED. D(o VARiA5LE AIR VOLUME 5OX SCHEDULE SCALE: NONE ROOF TOP UNM RTU-1 RTU-2 RTU-3 RTU-4 MANUFACTURER - CARRIER CARRIER CARRIER CARRIER MODEL 50LC0524A3A& r20LC0524A3A&0LC0524A3A 0LC0524A3A SUPPLY CFM 1650 1100 1500 1600 OUTSIDE AIR CFM 850 800 800 850 ENTERING AIR DB/WB 80/61 80/61 80/61 80/61 LEAVING AIR D51W5 56.8/563 56.8/563 568/563 56.8/563 CAPACITY TONS 20 20 20 20 TOTAL COOLING MBH 252.02 252.02 252.02 252.02 SENSIBLE COOLING MBH 18184 181.84 181.84 161.84 EXT. S.P. IN. H2O .511 511 311 511 TOTAL S.P. IN. H2O 1.0111 1.011' 1,011' 1.01" ELECTRIC HEAT KWN. NONE NONE NONE NONE EVAPORATOR FAN HP/FLA 5D6I5HP/13.1 5.085HPA3.1 5.085HP/13.1 5.085HP/13.1 COMPRESSOR NOJRLA 01614,B/"21+18.0 01614.8/02618.0 w1014.8/02*18.0 01614BI026150 CONDENSING FAN NOJFLA 6/1.6 EA. 61110 EA. 6/i.6 EA. 6llb EA. ELECTRICAL DATA V/o 460V. 3P. 46OV. 3P. 460V. 3P. 460V. 3P. MCA AMPS 60.6 60.6 bob 60.6 FUSE/MOCP - 10 10 10 10 EFFICIENCY I SEER/EER 122 122 122 122 WEIGHT L55. 2248 2246 2246 2248 NOTES PER BELOW i-6 1-6 140 140 NOTES: 1. HVAC CONTRACTOR SHALL COORDINATE ELECTRICAL DATA WiTH ELECTRICAL CONTRACTOR PRIOR TO ORDER OF EQUIPMENT. 2. UNIT SHALL HAVE A SINGLE POINT ELECTRICAL CONNECTION. 3. PROVIDE MANUFACTURER STANDARD 1411 HIGH CURB. 4. PERMANENTLY LABEL ALL SYSTEMS WITH THE RTU DESIGNATION. 5. PROVIDE FACTORY TWO POSITION MOTORIZED OUTSIDE AIR DAMPER 6. INSTALL FILTERS iN UNIT PRIOR TO START UP AND PROVIDE NEW SET OF FILTERS AT COMPLETION OF CONSTRUCTION. ()1ROOF TOP UNIT SCHEDULE SCALE: NONE EXHAUST VENTILATOR WITH PLENUM DOWN. - ROOF SYSTEM EXHAUST DUCT /l� rCEILING STEEL CEILING SUPPORT ACROSS T-BARS OR FRAMING. NOTES: - COORDINATE VENTILATOR CURB OR CURB ADAPTER INSTALLATION WITH GENERAL CONTRACTOR PRIOR TO ORDER - INSTALL EXHAUST DUCT WITHIN JOISTS AND/OR ABOVE SUPPLY AND RETURN DUCTWORK COORDINATE DUCT ELEVATIONS PRIOR TO FABRICATION OR INSTALLATION. D TOILET EXHAUST DETAILS SCALE: NONE MARK MANIFAC11M MODEL NUMBER 61ZE I CFM NECK LOCATION MATERIAL NOTES: A PRICE ASPD 24 X 24 SEE PLAN SEE PLAN CEILING ALUMINUM I� B PRICE 80 24 X 24 SEE PLAN 24 X 24 CEILING ALUMINUM 1�,3 C PRICE ACVD 10 X 6 SEE" 10 X 6 CEILING ALUMINUM 1,2,4,5 D PRICE 6D6i00-2 48 X 6 IM-200 1 SEE FLAN CEILING I ALUMINUM 1,2k to �A4/400/10"RND SIZE THROW -Z CFM J NECK/FLEX CONNECTION SIZE NOTES: 1. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK FOR BALANCING. 2. DIFFUSER FINISH SHALL BE OFF-WHITE. 3. GRILLE FACE SHALL BE 11/2" x 11/2" ALUMINUM CUBE CORE. 4. PROVIDE PRE-FAB R-6 INSULATED GRILLE BOX WITH TAB COLLAR 5. GRILLE FACE SHALL BE ADJUSTABLE CURVED BLADE. NO STAMPED GRILLES ACCEPTED. (o. PROVIDE SURFACE MOUNT FRAME FOR INSTALLATION IN GYP CEILING. 1. TWO 11i211 SLOTS. PROVIDE FACTORY BOOT WITH ROUND INLET. 8. PROVIDE CABLE REGULATOR FOR ATTACHMENT TO DAMPER AT MAIN TRUNK FOR BALANCING. 1C)JAIR SCALAND iSTR15UTiON SCHEDULE I MARK MANUFACTURER MODEL AREA TYPE C.F.M. R.P.M. SONES S.P. WATTS MOLTS PHASE NOTES EF-1 COOK-GEMINI GC: -122 TOIL/BIO CEILW3EXMkT -10 800 1.3 25 50 120V. If-. 1-4 EF-2 COOK-GEMINI C-220 KSTROOM CEILING EXRUT 100 1050 1.1 1251 Be 1120V. 11-4 NOTES: i. PROVIDE BACKDRAFT DAMPER. 2. FACTORY PLUG DISCONNECT. 3. EXTEND TO DISCHARGE POINT AS SHOWN ON PLANS AND DETAILS BELOW. 4. FAN SHALL BE CONTROLLED BY ROOM LIGHT SWITCH. 2 FAN &::HEDULE SCALE: NONE HANGER SUPPORTS: INSULATED ROUND FLEXIBLE 8'O.C. = 0-35" DUCTS DUCT (MAX. 113'-0" LONG) 6'O.C. = 36-55" DUCTS SUPPORT BOTH ROUND METAL 4 FLEX DUCT EVERY FOUR FEET WITH 2" 24 GA. STEEL STRAP. TAB COLLAR WITH J MANUAL DAMPER INSULATION SUPPLY DUCT RIGID ROUND METAL SADDLE: 22 GAUGE BRANCH DUCT AS APPLICABLE. CEILING—` CEILING DIFFUSER-' - HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCT WiDTHS UP TO 24" AND WITH TRAPEZE HANGERS FOR DUCTS 25" AND ABOVE. 01 CEILING DIFFUSER RUN -OUT DETAIL SCALE: NONE SUPPLY AIR 'PANDUIT' OR 'ZIP' - STRAP OVER INNER CORE OF FLEX. THERMAL INSULATC OVER THE TOP OF THE DIFFUSER (AS APPLICABLE) CEILING DIFFUSER FLEXIBLE DUCT SUSPENDED - CEILING NOTES: - TAPE INNER COIL OF FLEX TO THE DIFFUSER COLLAR TAPE COMPLETELY AROUND TO ASSURE AN AIR TIGHT SEAL OR USE 'ZIP' STRAP AROUND INNER CORE OF FLEX. USE METAL BAND CLAMP WHERE REQUIRED BY LOCAL AUTHORITY. - PULL FLEX INSULATION AND OUTER COVER DOWN OVER GRILLE COLLAR AND SECURE TO GRILLE WITH TAPE ONLY. DO NOT USE STRAP OR OTHER METHOD WHICH WILL COMPRESS INSULATION. - STRETCH FLEX TIGHT BETWEEN DUCT AND DIFFUSER TO AVOID KINKS. SUPPORT EVERY FOUR FEET WITH 2" STEEL STRAP OR OTHER APPROVED HANGER 101 CEI1N CEILING NONE , DETAIL MN-t�FUTr,­� AR"'HANDLER MARK MANUFACTURER MODEL NUMBER CFM STUN FAN FLA MCA/ MOCP ELECTRICAL DATA NOTES AHU-1 MITSUBISHI 1" 15-,412UJ,4 446 12,000 0.55 1.2/1B 115V. IPH. i-35 WNP��UT C�OoNDCN��. MARK MANUFACTURER MODEL NUMBER tO . c R SOR ELECTRICAL DAT MOCP ISEERINOTES CU-1 MITSUBISHI MU-,412UJ,4 1.0 1 0.`J3 115V.1PH. -1161201 13 i,2,4,5 NUIt5: EXHAUST DUCT. 1. HVAC CONTRACTOR SHALL COORDINATE ELECTRICAL DATA WITH SEE PLAN FOR SIZE. ELECTRICAL CONTRACTOR PRIOR TO EQUIPMENT ORDER. WALL CAP OR LOUVER. 2. PROVIDE FACTORY WIRELESS CONTROL REMOTE. REFER TO PLAN. 3. COORDINATE REFRIGERANT LINE SIZES WiTH MANUFACTURER ON TOTAL DEVELOPED LENGTH. 4. PROVIDE LIQUID LINE FILTER DRYER 5. LENNOX M58C AS APPROVED ALTERNATE. CEILING EXTERIOR WALL SPLIT SYSTEM SCHEDULE SCALE: NONE REVISIONS BY 04, 21.18 BMD _ x N ri J � J / = ) E i J - N - Y j a VYti 5 Z... I >r . g Aryl© pA. r . I • E •a 1 .Z A SAL �Fy61 � ,l GA = P.E. FL Lic. o.: 14175 APRIL 27, 2018 Li 00 Z m N - ' "�� . 04^Z o Q o (n J �m',o LL � G> = 1— 5,o) CL O 1— 0 �W L) 6:o pp O _Z c J qqt � � M ao J EMS V U 0 U 0 a � W 'a 0 w 0 � H m C Q O A G. m10 0 P4 ZC 00 J W Li - Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 15-025 Sheet M6 1 11 1 1 1 11 I I I I I I I � I I I I ---------------------------------------------------------------- llmcd ----------------L-------------------oFa-0 --1------- / I / `` ( I I ( I wad- it I i I � -------------- - I LOCK BOX ro'-0" A.F.F. I L 41�5_ ro TIE i 1LI 11 E KEYED NOTES DRAWING NOTES FOR SHEETS Ela THRU E2c: L 1, MOUNT TH15 RECEPTACLE BELOW SINK FOR CONNECTION OF MOTION ACTIVATE WATER VALVE ASSEMBLY. 2. PROVIDE A 2-GANG DEVICE BOX FOR INSTALLATION OF LOW VOLTAGE TRANSFORMER AND A SINGLE GANG DEVICE BOX WITH TOGGLE SWITCH FOR MAINTENANCE DISCONNECTING OF POWER TO TRANSFORMER. MOUNT BOXES ABOVE ACCESSIBLE CEILING AND ABOVE FLUSH SENSOR MOUNTING BOX IN WALL. MAKE ALL LOW VOLTAGE CONNECTION BETWEEN TRANSFORMER AND WALL SENSOR. 3. PROVIDE ONE (0- 4" SQUARE X 2-1/2 DEEP DEVICE BOX MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SENSOR AND FLUSH SOLENOID, REFER TO MANUFACTURE INFORMATION FOR ADDITIONAL INSTALLATION REQUIREMENTS. 4. PROVIDE FINAL CONNECTION TO AUTOMATIC DOOR SYSTEM CONTROLLER. COORDINATE CONTROLLER LOCATION AND CONNECTION REQUIREMENTS WITH SYSTEM INSTALLER. 5. AREA OF RESCUE ASSISTANCE POWER SUPPLY. b- AREA OF RESCUE ASSISTANCE MASTER STATION. MOUNT CENTER OF STATION 60" AFF. WIRE BACK TO SYSTEM CONTROLLER/POWER SUPPLY. COORDINATE EXACT REQUIREMENTS WITH SYSTEM INSTALLER AND OWNER. -f. PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER COOLER PROVIDE A RECEPTACLE CORD AND CAP AS REQUIRED. 5. LOCATE A MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH MILLWORK INSTALLER. 9. PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL. LOCATE SWITCH ABOVE COUNTER ADJACENT TO SINK_ 10, PROVIDE S' X LENGTH A5 SHOWN X 3/4" THICK PHONE BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS, PAINT WITH 2 COATS OF FIRE RETARDANT PAINT. EXTEND A 03/0 CU IN I"C TO THE TO BUILDING GROUND SYSTEM. 11, PROVIDE A SWITCHED RECEPTACLE. BOTTOM RECEPTACLE SHALL BE SWITCHED BY POWER PACK OF THE CEILING MOUNTED OCCUPANCY SENSOR PROVIDE UNSWITCHED CONDUCTOR FOR UPPER RECEPTACLE. 12, FIRE ALARM ANNUNCIATION PANEL (FAAP). COORDINATE EXACT LOCATION WITH AUTHORITY HAVING JURISDICTION (AHJ) AND OWNER. 13. FIRE ALARM CONTROL PANEL (FRCP). 14. PROVIDE AND INSTALL JUNCTION BOX FOR TENANT PYLON SIGNAGE. PROVIDE DISCONNECT TO 51GNAGE PER ARTICLE 600-2 OF THE N.E.G. ROUTE VIA NEW CONTROL PANEL LCP. FIELD VERIFY AND COORDINATE EXACT LOCATION WITH G.C.- AND OWNER. 15. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC ROOF TOP UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. Iro, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC VAV UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld, 11. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC AIR HANDLING OR CONDENSING UNIT_ COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL . CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 18. PROVIDE A DISCONNECT AND FINAL CONNECTION TO ELECTRICAL WATER HEATER COORDINATE EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR AND DRAWINGS_ 19_ PROVIDE DISCONNECTS AND FINAL CONNECTION TO ELEVATOR GAB LIGHT AND CONTROLLER. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR INSTALLER AND G,C_ 20. PROVIDE A RECEPTACLE AND TV/DATA OUTLETS FOR TV. COORDINATE EXACT LOCATION AND HEIGHTS WITH G.C. AND OWNER PRIOR TO ROUGH -IN. 21. PROVIDE FINAL CONNECTION TO HOOD. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH HOOD INSTALLER AND OWNER. 22. DATA OUTLET AT WORKSTATION IN EXAM ROOM TO MOUNTED BELOW COUNTER. (TYPICAL FOR ALL EXAM ROOMS) 1 23, ALL RECEPTACLES AT THE EXAM SINK AND WORKSTATION TO BE MOUNTED ABOVE COUNTER. (TYPICAL FOR ALL EXAM ROOMS). ))) fC,EY gym-11-AN O1ST FLOOR T-4%RTIAL ELECTRICAL OPLAN (SOUTH) d SCALE- 3/16" - 1'-0" REVISIONS BY 1 ' \ 04.21. i8 WR .>0 O-C 0 ,x i Ak ~ t =0 w� x ~ x c�a O 04-27-18 STATE OF Cu q in CD �f43WE� E- s M o Q y 6 Z Q' aID t- WLn u � � Q QI ❑ Z� N N EL O �aw6 pz ^ N Cu z Za, s L)a Jam o a my Q a U N O CJ U W -0 Z O _J N to Lr) .� o re) M m U Q V) u `o O U 0 a LL_ W o Vj U a' O Q O >1 m , CL N Z C J w L.� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E 1-b ..... ----- l - I I rpTIE I I / I LOCK BOX I I I I 0 IST FLOOR FAfiRT1AL ELECTRICAL PLAN (NORTH) SCALE- 3/Ifo" m 1'-20" KEYED NOTES DRAWING NOTES FOR SHEETS Ela THRU Etc: O 1, MOUNT TH15 RECEPTACLE BELOW SINK FOR CONNECTION OF MOTION ACTIVATE WATER VALVE ASSEMBLY. 2. PROVIDE A 2-GANG DEVICE BOX FOR INSTALLATION OF LOW VOLTAGE TRANSFORMER AND A SINGLE GANG DEVICE BOX WITH TOGGLE SWITCH FOR MAINTENANCE DISCONNECTING OF POWER TO TRANSFORMER. MOUNT BOXES ABOVE ACCESSIBLE CEILING AND ABOVE FLUSH SENSOR MOUNTING BOX IN WALL" MAKE ALL LOW VOLTAGE CONNECTION BETWEEN TRANSFORMER AND WALL SENSOR 3. PROVIDE ONE (0- 4" SQUARE X 2-1/2 DEEP DEVICE BOX MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SENSOR AND FLUSH SOLENOID. REFER TO MANUFACTURE INFORMATION FOR ADDITIONAL INSTALLATION REQUIREMENTS. 4, PROVIDE FINAL CONNECTION TO AUTOMATIC DOOR SYSTEM CONTROLLER COORDINATE CONTROLLER LOCATION AND CONNECTION REQUIREMENTS WITH SYSTEM INSTALLER. 5. AREA OF RESCUE A5515TANCE POWER SUPPLY. 6. AREA OF RESCUE ASSISTANCE MASTER STATION. MOUNT CENTER OF STATION 00" AFF. WIRE BACK TO 5Y5TEM CONTROLLER/POWER SUPPLY. COORDINATE EXACT REQUIREMENTS WITH SYSTEM INSTALLER AND OWNER 1. PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER COOLER. PROVIDE A RECEPTACLE CORD AND GAP AS REQUIRED. 8. LOCATE A MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH MILLWORK INSTALLER g. PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL. LOCATE SWITCH ABOVE COUNTER ADJACENT TO SINK. 10. PROVIDE 8' X LENGTH AS SHOWN X 3/4" THICK PHONE BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS, PAINT WITH 2 COATS OF FIRE RETARDANT PAINT. EXTEND A $13/0 CU IN 1"C TO THE TO BUILDING GROUND SYSTEM. 11_ PROVIDE A SWITCHED RECEPTACLE. BOTTOM RECEPTACLE SHALL BE SWITCHED BY POWER PACK OF THE CEILING MOUNTED OCCUPANCY SENSOR PROVIDE UN5WITGHED CONDUCTOR FOR UPPER RECEPTACLE. 12. FIRE ALARM ANNUNCIATION PANEL (FAAP). COORDINATE EXACT LOCATION WITH AUTHORITY HAVING JURISDICTION (AHJ) AND OWNER. 13, FIRE ALARM CONTROL PANEL (FACP). 14, PROVIDE AND INSTALL JUNCTION BOX FOR TENANT PYLON SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 600-2 OF THE N.E.C. ROUTE VIA NEW CONTROL PANEL LCP. FIELD VERIFY AND COORDINATE EXACT LOCATION WITH G"C. AND OWNER 15, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC ROOF TOP UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR" FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld- I/o. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC VAV UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld" 11 PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC AIR HANDLING OR CONDENSING UNIT_ COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HvAC SCHEDULE ON 5HEET Eld. 15. PROVIDE A DISCONNECT AND FINAL CONNECTION TO ELECTRICAL WATER HEATER COORDINATE EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR AND DRAWINGS_ l9_ PROVIDE DISCONNECTS AND FINAL CONNECTION TO ELEVATOR CAB LIGHT AND CONTROLLER. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR INSTALLER AND G.C. 20. PROVIDE A RECEPTACLE AND TV/DATA OUTLETS FOR TV. COORDINATE EXACT LOCATION AND HEIGHTS WITH G.C. AND OWNER PRIOR TO ROUGH -IN. 2L PROVIDE FINAL CONNECTION TO HOOD. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH HOOD INSTALLER AND OWNER_ 22. DATA OUTLET AT WORKSTATION IN EXAM ROOM TO MOUNTED BELOW COUNTER. (TYPICAL FOR ALL EXAM) ROOMS) } 1 23, ALL RECEPTACLES AT THE EXAM 5INK AND } WORKSTATION TO BE MOUNTED ABOVE COUNTER_ (TYPICAL FOR ALL EXAM ROOMS). KEY 2FLAN REVISIONS BY 04. 21. 18 WR y 1001 s /y L i QJ IN -= x psi y h v, x r.�:,; tg-r � x O" 04-27-18`. STATE I— 3 0 Q Vf d Z a� y W ❑CL Z O N W [If'4 m6Oi� c J 3 ZCZ)0 w❑ m N 0^ N 1A c U t-i Cn+' Z W w s a ri V) `t a (J tU O U U W U � Z ° N :J W d m Lf7 .� O to M m v � � •� o U O ® W U U to Q O >1 d m 0. O � -0 N Z O w 1�1 • 1� Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: ITf WR Job: 15-025 Sheet Etc '- I' -1 - - - - - /--------------------------\ KEYED NOTES DRAWING NOTES FOR SHEETS Ela THRU Etc: O L MOUNT THIS RECEPTACLE BELOW SINK FOR CONNECTION OF MOTION ACTIVATE WATER VALVE ASSEMBLY. 2. PROVIDE A 2-GANG DEVICE BOX FOR INSTALLATION OF LOW VOLTAGE TRANSFORMER AND A SINGLE GANG DEVICE BOX WITH TOGGLE SWITCH FOR MAINTENANCE DISCONNECTING OF POWER TO TRANSFORMER. MOUNT 5OXE5 ABOVE ACCESSIBLE CEILING AND ABOVE FLUSH SENSOR MOUNTING BOX IN WALL. MAKE ALL LOW VOLTAGE CONNECTION BETWEEN TRANSFORMER AND WALL SENSOR, 3. PROVIDE ONE (0- 4" SQUARE X 2-1/2 DEEP DEVICE BOX MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SENSOR AND FLUSH SOLENOID. REFER TO MANUFACTURE INFORMATION FOR ADDITIONAL INSTALLATION REQUIREMENTS. 4. PROVIDE FINAL CONNECTION TO AUTOMATIC DOOR SYSTEM CONTROLLER. COORDINATE CONTROLLER LOCATION AND CONNECTION REQUIREMENTS WITH SYSTEM INSTALLER. 5. AREA OF RESCUE A551STANCE POWER SUPPLY. 6. AREA OF RESCUE ASSISTANCE MASTER STATION. MOUNT CENTER OF STATION 60" AFF. WIRE BACK TO SYSTEM CONTROLLER/POWER SUPPLY. COORDINATE EXACT REQUIREMENTS WITH SYSTEM INSTALLER AND OWNER 7. PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER COOLER. PROVIDE A RECEPTACLE CORD AND CAP AS REQUIRED, 8. LOCATE A MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH - - - - MILLWORK INSTALLER. L CTF,:1fCAL HVAC =If=�-INT D13GONN CT AND FEEDER 5C�4DUL UNIT ID DESCRIPTION WIRE AND CONDUIT SIZES DISCONNECT PH VOLT MCA MOCP VAV-AI VAV UNIT, SKW 2 #a AND 1 #10 E.G. IN 3/4" C 60/2/40 1 2-1-1 36.1 40 VAV-A2 VAV UNIT, 5KW 2 010 AND 1 #}0 E.G. IN 3/4" C 30/2 / 25 1 211 22.6 25 VAV-A3 VAV UNIT, 7KW 2 #8 AND 1 #10 E.G. IN 3/4" C 60 / 2 / 35 1 27-1 31.6 35 VAV-A4 VAV UNIT, 5.5KW 2 010 AND 1 *10 E.G, IN 3/4" C 30/2 / 25 1 211 24.8 25 VAV-A5 VAV UNIT, 7KW 2 #8 AND 1 *10 E.G. IN 3/4" C 0012 / 35 1 211 31fo 35 VAV-A6 VAV UNIT, SKW 2 #8 AND 1 #10 E.G. IN 3/4" G 60 / 2 / 40 1 271 36.1 40 VAV-51 VAV UNIT, SKW 2 #a AND 1 010 E.G. IN 3/4" C 60/2/40 1 211 36.1 40 VAV-52 VAV UNIT, 3BKW 2 #10 AND 1 010 E.G. IN 3/4" C 30/2 120 1 2-7 15.5 20 VAV-53 VAV UNIT, 4.5KW 2 #10 AND 1 010 E.G_ IN 3/4" C 30/2 / 25 1 211 20.3 25 VAV-84 VAV UNIT, 5.5KW 2 010 AND 1 #10 E.G_ IN 3/4" C 30/2 / 25 1 211 24.8 25 VAV-55 VAV UNIT, SKW 2 #a AND 1 #10 E.G. IN 3/4" G 60 / 2 / 40 1 21-1 36.1 40 VAV-56 VAV UNIT, 5.5KW 2 010 AND 1 #10 E.G. IN 3/4" C 30/2 / 25 1 211 24.8 25 VAV-Bi VAV UNIT, 5BKW 2 #10 AND 1#E.G. 10 EIN 3/4" C 30 / 2 / 25 1 2-1-1 24.8 25 VAV-CI VAV UNIT, SKW # 2 #a AND i 10 E.G. IN 3/4 C 60 / 2 / 40 1 211 36.1 40 VAV-C2 VAV UNIT, 5.5KW 2 #10 AND 1 010 E.G. IN 3/4" C 30/2 / 25 1 271 24.8 25 VAV-C3 VAV UNIT, 4.5KW 2 1*10 AND 1 010 E.G. IN 3/4" C 30/2 / 25 1 2-11 20.3 25 VAV-C4 VAV UNIT, IKW 2 #a AND 1 010 E.G. IN 3/4" C 60 / 2 / 35 1 211 31.6 35 VAV-05 VAV UNIT, 5.5KW 2 010 AND 1 010 E.G. IN 3/4" C 30/2 / 25 1 211 24.8 25 VAV-C6 VAV UNIT, 5.5KW 2 #10 AND 1 010 E.G. IN 3/4" C 30/2 / 25 1 211 242 25 VAV-C-( VAV UNIT, SKW 2 #8 AND 1 4110 E.C. IN 3/4" C 6012140 1 211 36.1 40 VAV-DI VAV UNIT, I.-1KW 2 010 AND 1 410 E.G. IN 3/4" C 30/2 / 15 1 2-11 1.1 15 VAV-D2 VAV UNIT, 5.5KW 2 010 AND 1 010 E.G. IN 3/4" C 30/2 / 25 1 211 24.8 25 VAV-D3 VAV UNIT, 4.5KW 2 010 AND 1 010 E.G. IN 3/4" C 30/2 / 25 1 2-11 20.3 25 VAV-D4 VAV UNIT, I<W 2 #8 AND 1 #10 E.G. IN 3/4" C 60 / 2 / 35 1 2"11 316 35 VAV D5 VAV UNIT, 5.5KW 2 010 AND 1 010 EG. IN 3/4 C 30/2 / 25 1 277 24.8 25 VAV-D6 VAV UNIT, 5.5KW 2 010 AND 1 1*10 E.G. IN 3/4" C 30/2 / 25 1 211 24,8 25 VAV-D_1 VAV UNIT, 5.5KW 2 010 AND 1 010 ECG. IN 3/4" C 30/2 / 25 1 211 24.8 25 VAV-D8 VAV UNIT, SKW 2 08 AND 1 #10 E , IN 3/4" C 6012140 1 271 36.1 40 RTU-1 ROOF TOP UNIT 3 04 AND 1 #8 E.G. IN 1-1/2" C 100 / 3 / 70 / 3R 3 460 60.6 70 RTU-2 ROOF TOP UNIT 3 04 AND 106 E.G. IN 1-112" C 100 / 3 / _10 / 3R 3 460 60.6 10 RTU-3 ROOF TOP UNIT 3 04 AND 1 08 E.C. IN 1-1/2" C 100 / 3 / _10 / 3R 3 460 60.6 10 RTU-4 ROOF TOP UNIT 3 04 AND 1 08 E.G. IN 1-1/2" C 100 / 3 / -10 / 3R 3 46O 60.6 -10 AHU-1 AIR HANDLING UNIT 2 012 AND 1 012 E.G. IN 1/2" C 30/2 / 15 1 120 1.2 15 CU-1 CONDENSING UNIT 2 010 AND 1 110 E.G_ IN 3/4" C 30 / 2 / 20 / 3R 1 120 16 20 EWH-1 ELECTRICAL WATER NEATER 2 #10 AND 1 #10 Era. IN 3/4" C 30 / 2 / NF 1 211 25 EWH-2 ELECTRICAL WATER NEATER 2 010 AND 1 #10 E.G. IN 3/4" C 30 / 2 / NF 1 217 25 O1ST FLOOR 1- 09-% �TIAL ELEC SCALE: 3/16" . 1�-011 CAL PLANS 9. PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL. LOCATE SWITCH ABOVE COUNTER ADJACENT TO 51NC, 10. PROVIDE V X LENGTH AS SHOWN X 3/4" THICK PHONE BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS. PAINT WITH 2 COATS OF FIRE RETARDANT PAINT. EXTEND A 03/0 CU IN PC TO THE TO BUILDING GROUND SYSTEM. 11, PROVIDE A SWITCHED RECEPTACLE. BOTTOM RECEPTACLE SHALL BE SWITCHED BY POWER PACK OF THE CEILING MOUNTED OCCUPANCY SENSOR. PROVIDE UN5WITCHED CONDUCTOR FOR UPPER RECEPTACLE. 12. FIRE ALARM ANNUNCIATION PANEL (FAAP). COORDINATE EXACT LOCATION WITH AUTHORITY HAVING JURISDICTION (AHJ) AND OWNER. 13. FIRE ALARM CONTROL PANEL (FACP). 14. PROVIDE AND INSTALL JUNCTION BOX FOR TENANT PYLON SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 600-2 OF THE N.E.C. ROUTE VIA NEW CONTROL PANEL LCP. FIELD VERIFY AND COORDINATE EXACT LOCATION WITH G.C. AND OWNER 15, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC ROOF TOP UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 16. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC VAV UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 11, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC AIR HANDLING OR CONDENSING UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE, REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld, 18. PROVIDE A DISCONNECT AND FINAL CONNECTION TO ELECTRICAL WATER HEATER COORDINATE EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR AND DRAWINGS. 19. PROVIDE D15CONNECT5 AND FINAL CONNECTION TO ELEVATOR CAB LIGHT AND CONTROLLER. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR INSTALLER AND G.C_ 20. PROVIDE A RECEPTACLE AND TV/DATA OUTLETS FOR TV. COORDINATE EXACT LOCATION AND HEIGHTS WITH G.C. AND OWNER PRIOR TO ROUGH-iN. 21, PROVIDE FINAL CONNECTION TO HOOD, FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH HOOD INSTALLER AND OWNER. 22, DATA OUTLET AT WORKSTATION IN EXAM ROOM TO MOUNTED BELOW COUNTER. (TYPICAL FOR ALL EXAM) ROOMS) 23, ALL RECEPTACLES AT THE EXAM 51NK AND WORKSTATION TO BE MOUNTED ABOVE COUNTER. (TYPICAL FOR ALL EXAM ROOMS). %} KEY PLAN REVISIONS BY �I 04. 21. 18 WR v y < - x ------------ g j ti x � s. a O 77 04-27-18 tr ` STARE CF c ; Cu ca 3 m O Q�� z gI d• a� +, a w z r. u 0OOo N Z � CU 0 CL W �'- C`7 N Q� ¢m6U�� m c O¢ y N N g Ll (u +; oZ M4, o, t _LaJ�o� d >1 4 (m w Q O_ U ttJ O u C7 W Z_ 0 0 .� O M M m W 0 uj U U N m � - -E m a o © m ¢ Z 0 J w l_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E 1 d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - KEYED NOTES DRAWING NOTES FOR SHEETS Ela THRU E2r--, 0 1, MOUNT THIS RECEPTACLE BELOW SINK FOR CONNECTION OF MOTION ACTIVATE WATER VALVE ASSEMBLY. 2. PROVIDE A 2-GANG DEVICE BOX FOR INSTALLATION OF - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - — - - - - - - - - - - - - - - - - - - - - - LOW VOLTAGE TRANSFORMER AND A SINGLE GANG DEVICE BOX WITH TOGGLE SWITCH FOR MAINTENANCE DISCONNECTING OF POWER TO TRANSFORMER. MOUNT BOXES ABOVE ACCESSIBLE CEILING AND ABOVE FLUSH 111 i 1 1 J1L ijit] ........... J!1LJ11i11I - ---------------- — v - -- ------ - - ------ -L:LL;LL:,L: ........... ----- ------- - - ................. ............... _71 _2 LA �-_li 3 . . .... 2LA-5 .... . ........ o ....... ....... . ..... ....... ...... .. ..... ....... ------- ....... . ... ........... ... N F t..4' 10 10 N R0101`11 19 2035 . . ............. --------- -- -------- - 2LA-1 2041 _J -1 0 _J 2LA- . . T ----------- .... .............. ............. . ............. ............. ..... - --- - ------- VAV ----- -- - 2HA-1 2 0, 3 7,i 2LA-'1 2LA-e vAv_C2 .. . . ....... O 2LA-2-X__ -- --------- ----- ------------ 2LA-rol 2LA-5-1 2LA-59 CFI fit,'I IScd 1_4 F 0 -->2LA- 2LA - 3133 2032 2LA,%5I cry 54" 102a C) T (y ILA-35 010 GFI #10 ........... 2LA-39 0-1 (2) i C-L05ET 2033 . .. ................. ........... ....... #10 D22 12L -53 ry,P 7 y P,'f E X, A-1 wtil 2021 C34 2LA- 0 5 E 7 20 2L,4-'24/26 21-A-10 E =Ti ONI 2005 -44�L,4-22 fv 2LA-2-1 0C,, VAV-C:ro 2023 TIE 2LA-2 m_ --------- - ------- 40 0 2HA-10 TT /A\20'0 .......................... --------------------- . . . .. . ................... ................ .............................. .... . ......... ------- - ....................... ................................ .......... 2LA-41 010 p Q-9 T`rP, 7 2\L 47 EX,41' 2LA-43 2LA-45 2LA-41 Iola E x 7 E X 1-1 r G FI 1 E 0=r ICE 54 BC 4 7 .... . ..... 0 .......... — 2-OT4 I is 0 :9 ------------------- -SENSOR MOUNTING BOX IN WALL. MAKE ALL LOW VOLTAGE CONNECTION BETWEEN TRANSFORMER AND WALL 5EN60R. ............. .. . H 3. PROVIDE ONE (1)- 4" SQUARE X 2-1/2 DEEP DEVICE BOX ME io. MOUNTED FLUSH WITH WALL FOR CONNECTION OF MIMI 1&t! INFRARED 5EN5ORAND FLUSH 501 ENOID. REFER TO MANUFACTURE INFORMATION FOR ADDITIONAL GF F is INSTALLATION REQUIREMENTS. 2LB-a2 2 LC E_�- TLE5-50 4. PROVIDE FINAL CONNECTION TO AUTOMATIC; DOOR 2LA-9>5 2LA-(o SYSTEM CONTROLLER. COORDINATE CONTROLLER PNL 21_15-84 LOCATION AND CONNECTION REQUIREMENTS WITH SYSTEM OFINSTALLER. fICE 2044 /r 21_5 10- 5. AREA OF RESCUE A5515TANCE POWER SUPPLY. 2LA-45 . ....... . . . (o. AREA OF RESCUE ASSISTANCE MASTER STATION. MOUNT - ---- ------- --------------- U) 0`1 E N'5 Im=1i f=>NL FDNL CENTER OF STATION 60" AFF_ WIRE BACK TO SYSTEM 4 '2L5' CONTROL LER/POWER SUPPLY- COORDINATE EXACT . . . . ........... 2043 LA'= - i L T R11 C,4L REQUIREMENTS WITH SYSTEM INSTALLER AND OWNER, _1l IS: F1 (D 1,T. ROOM 2040 1 PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER PNL .......... ...... . ...... ..... I......- COOLER. PROVIDE A RECEPTACLE GORD AND CAP AS WAt 'Ap, :TING . . .............. __2ff 5 . ..... - REWIRED. -- — ---- -------------- ­----­------------ 2044 1 ------------------ ....... Et 5- LOCATE A MICROWAVE OUTLET IN UPPER CABINET N(:� F! 2HA-42 : \fl J MILLWOR<A5 DIRECTED BY ARCHITECT AS REQUIRED 2045 FOR THE BUILT-IN MICROWAVE. COORDINATE WITH F1 MILLWORK INSTALLER- 0 t­EN' 2LA-54 (FJ PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL ApHil 2042 LOCATE SWITCH ABOVE COUNTER ADJACENT TO SINK, L:j - G_01�_ 2LA-44 10, PROVIDE &'X LENGTH AS SHOWN X 3/4" THICK PHONE RTU-2 L ------ BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS, �_ ii ....... ..---- ri �� I . ...... PAINT WITH 2 COATS OF FIRE RETARDANT PAINT EXTEND 2LA-2I GF1 FR UIPME A #3/0 CU IN PC TO THE TO BUILDING GROUND SYSTEM.FM. F1 ON ROOF 11, PROVIDE A SWITCHED RECEPTACLE. BOTTOM 21-5-40/4 RECEPTACLE SHALL RE SWITCHED B'T' POWER PACK OF 0,1z ET 2/1 THE CEILING MOUNTED OCCUPANCY SENSOR. PROVIDE GF1 0�4 0 GF1 UN5WITCHEF_) CONDUCTOR FOR UPPER RECEPTACLE. MID15-260 a,361., 2 LA-51 .......... 12� FIRE ALARM ANNUNCIATION PANEL (FAAP)_ COORDINATE 6� U EXACT LOCATION WITH AUTHORITY HAVING JURISDICTION (AHJ) AND OWNER. 4 �4 r R -3 t 13, FIRE ALARM CONTROL PANEL (FACP). C2)s 1 14. PROVIDE AND INSTALL JUNCTION BOX FOR TENANT FRI S] PYLON 5IGNAGE. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 600-2 OF THE N.E.C. ROUTE VIA NEW G V CONTROL PANEL LCP. FIELD VERIFY AND COORDINATE T 7 F EXACT LOCATION WITH G-C;, AND OWNER 32, 4,.* M L -a-1 D5 TIE L __1 L _j I j L -- 15, PROVIDE A DISCONNECT AND FINAL CONNECTION TO E-aUTPMENT HVAC ROOF TOP UNIT. COORDINATE EXACT LOCATION ON ROOF. I I AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC LU 4 1 1 N G-- I I W,4 IT IN G. SCHEDULE ON SHEET Eld. 2004 I I 204-1 16, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC: VAV UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC )I Y F —1 VA1 SCHEDULE ON SHEET Eld,f'� Ai 1-1, PROVIDE A DISCONNECT AND FINAL CONNECTION TO MECHANICAL E M r! HVAC AIR HANDLING OR CONDEN5ING UNIT. COORDINATE — ON ROOF. FIELD �ER Q) ERf ,J@ F� EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL EXACT LOGATI" CONTRACTOR. FUSE PER NAMEPLATE. REFER TO 1 IM ELECTRICAL HVAC SCHEDULE ON SHEET Eld. LP 16. PROVIDE A DISCONNECT AND FINAL CONNECTION TO ELECTRICAL WATER HEATER_ COORDINATE EXACT LOCATION AND REQUIREMENTS WITH PLUMBING EET CONTRACTOR AND DRAWINGS- 11 11 i IHIM k `0ILE7 \BTU-1 ORa I 19. PROVIDE DISCONNECTS AND FINAL CONNECTION TO 05 Ir 2L 5: ELEVATOR CAB LIGHT AND CONTROLLER. FIELD VERIFY _1001a 2013" M 2001 EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR 7. INSTALLER AND G.C. -21 M 2LA 10 0 : : 4) (N 7L zi TIE I F1 "GF Wf= 20. PROVIDE A RECEPTACLE AND TV/DATA OUTLETS FOR GF 2LIA-46 p TV- COORDINATE EXACT LOCATION AND HEIGHTS WITH ITIE MD5-20,22,24 G.G... AND OWNER PRIOR To ROUGH -IN. ­5Ef t . > RIX 21, PROVIDE FINAL CONNECTION To HOOD. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH HOOD BREAKRCOM 2LA-1161 INSTALLER AND OWNER_ 200a L 17 2LA-2 (22, DATA OUTLET AT WORKSTATION IN EXAM ROOM TO 1*10 EaUTISMENT WF> X MOUNTED BELOW COUNTER. (T-T-PICAL FOR ALL EXAM) ON ROOF. - ----- --- -- ---- - _J 8 G:'I i I i - ( ROOMS) a/i MJF 23, ALL RECEPTACLES AT THE EXAM SINK AND 2� 0 GPI H., WORKSTATION TO BE MOUNTED ABOVE COUNTER. RE 4f#0 L VAV-DI JI 21-4 (TYPICAL FOR ALL EXAM ROOM5). 41003 `7 G ( 2 -12/14/1 CONFEER-N 5�12 I Li 7T ITFFN — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — -- — — — — — — — — -- 0 2ND FLOOR PARTIAL ELECTRICAL PLAN (SOUTH) 13 SCALE- 3116" a 1'-0° REVISIONS BY IQ 04,27, la JR ell. A �op 77, -71 7, 00111 < < 5M PAP ell m z 2 —2re. 04-27-18 of STATE OF OR I -V Cu in ilil ritdqla r, -p m 3m 6 0 d "o 0 =)2 A EL W L- cn cu 0 > L Er < CLZ C5 (7� P6 Zm_ 0 21 C14 21 "m IL 'A Ru +; zZ-p QJ W a) u CL L in < >1 u +; CL 0mni o0 u 0 W U 7v C) 0 C-4 m Lo 0 m V) 4d 0 0 0 0 QT 7 -0 — Ld L_ 0 0 C)'viC.) > m m :3 0 >1 CL -0 0 LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E2b Ill 1 ! —A"MI I ' 1 1 FF ;I I I QQ I I i I I I I --1 L i I I I Ili; 1 'I i 1 =L='�fATOR i 200 I I f 21 LA-46 ` IT IE ;..:.;.. _.. I I I I J I I 2ro4- i I (-- - VAV-D821-NB- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — KEYED NOTES DRAWING NOTES FOR SHEETS Ela THRU Etc: O L MOUNT THIS RECEPTACLE BELOW SINK FOR CONNECTION OF MOT ION ACTIVATE WATER VALVE ASSEMBLY. 2, PROVIDE A 2-GANG DEVICE BOX FOR INSTALLATION OF LOW VOLTAGE TRANSFORMER AND A SINGLE GANG DEVICE BOX WITH TOGGLE SWITCH FOR MAINTENANCE DISCONNECTING: OF POWER TO TRANSFORMER. MOUNT BOXES ABOVE ACCESSIBLE CEILING AND ABOVE FLUSH 5EN50R MOUNTING BOX IN WALL. MAKE ALL LOW VOLTAGE CONNECTION BETWEEN TRANSFORMER AND WALL SENSOR. 3. PROVIDE ONE (1)- 4" SQUARE X 2-1/2 DEEP DEVICE BOX MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SENSOR AND FLUSH SOLENOID. REFER TO MANUFACTURE INFORMATION FOR ADDITIONAL INSTALLATION REQUIREMENTS. 4. PROVIDE FINAL CONNECTION TO AUTOMATIC DOOR SYSTEM CONTROLLER. COORDINATE CONTROLLER LOCATION AND CONNECTION REQUIREMENTS WITH SYSTEM INSTALLER, 5. AREA OF RESCUE A5516TANCE POWER SUPPLY. ro. AREA OF RESCUE ASSISTANCE MASTER STATION. MOUNT CENTER OF STATION 60" AFF. WIRE BACK TO SYSTEM CONTROLLER/POWER SUPPLY. COORDINATE EXACT REQUIREMENTS WITH SYSTEM INSTALLER AND OWNER. -1. PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER COOLER. PROVIDE A RECEPTACLE CORD AND CAP AS REQUIRED, 8. LOCATE A MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH MILLWORK INSTALLER. 9. PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL. LOCATE SWITCH ABOVE COUNTER ADJACENT TO SINK. 10, PROVIDE 8' X LENGTH AS SHOWN X 3/4" THICK PHONE BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS. PAINT WITH 2 GOATS OF FIRE RETARDANT PAINT, EXTEND A 03/0 CU IN PC TO THE TO BUILDING GROUND SYSTEM. 11, PROVIDE A SWITCHED RECEPTACLE. BOTTOM RECEPTACLE SHALL BE SWITCHED BY POWER PACK OF THE CEILING MOUNTED OCCUPANCY SENSOR. PROVIDE UNSWITCHED CONDUCTOR FOR UPPER RECEPTACLE. 12. FIRE ALARM ANNUNCIATION PANEL (FAAP). COORDINATE EXACT LOCATION WITH AUTHORITY HAVING JURISDICTION (AHJ) AND OWNER. 13. FIRE ALARM CONTROL PANEL (FRCP). 14, PROVIDE AND INSTALL JUNCTION BOX FOR TENANT PYLON SIGNAGE. PROVIDE DISCONNECT TO 51GNAGE PER ARTICLE 600-2 OF THE N.E.G. ROUTE VIA NEW CONTROL PANEL LCP. FIELD VERIFY AND COORDINATE EXACT LOCATION WITH G.G. AND OWNER. 15, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC ROOF TOP UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 16. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC VAV UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 11, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC AIR HANDLING OR CONDENSING UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. FUSE PER NAMEPLATE. REFER TO ELECTRICAL HVAC SCHEDULE ON SHEET Eld. 18. PROVIDE A DISCONNECT AND FINAL CONNECTION TO ELECTRICAL WATER HEATER COORDINATE EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR AND DRAWINGS. 19. PROVIDE 1)15CONNECTS AND FINAL CONNECTION TO ELEVATOR CAB LIGHT AND CONTROLLER. FIELD VERIFY r�CdCT LOCATION AND REQUIREMENTS WITH ELEVATOR INSTALLER AND G.G. 20, PROVIDE A RECEPTACLE AND TV/DATA OUTLETS FOR TV. COORDINATE EXACT LOCATION AND HEIGHTS WITH G-C. AND OWNER PRIOR TO ROUGH -IN. 21, PROVIDE FINAL CONNECTION TO HOOD. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH HOOD INSTALLER AND OWNER. ( 22. DATA OUTLET AT WORKSTATION IN EXAM ROOM TO P MOUNTED BELOW COUNTER. (TYPICAL FOR ALL EXAM ROOMS) 1 23. ALL RECEPTACLES AT THE EXAM SINK AND 1 WORKSTATION TO BE MOUNTED ABOVE COUNTER. (TYPICAL FOR ALL EXAM ROOMS). KEY PLAN 0 2N% FLOOR PARTIAL ELECTRICAL FLAN (NORTH) a 13 SCALE. 3/16" ■ 1'-0" REVISIONS BY QI 04, 02. 18 WR v WWI J L 0 rJ / �x v: wSc4 x z Q i4a 0g$s. gg�„ %J 04-27-18 ° CC5 ° STATE ay C 27 fas* u q�.y� n FaD ■�� €�3l5��QIr +' M 3M O Q H d Z � D 4� L L'i L u 0 , O o EL Wl' C) N O �aLZ�w� c ads N w N L3 �5 o o, Zw�o,^s L al C) My¢a a L x ai L)O 'U U U W 0) z c C-4 m .� Z M M m U Q U? 4- _Id•o UO O ta... W 0 > o >r CL z O d LA - Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E2c 1 11-- . - ! -- - - - -- - -- - - - --- I I " - PANEL MDB4W277 ll SURFACE MOUNTED VOLT 3 PHASE 1WIRE WITH GROUND 1200A MCB NTMA I 65.OVAIC VOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT FPOLE7 TRIP 1 NO. l I PANEL'iHA' 200 3 480 47(AO 1 11090 480 3 100 ELEVATOR #1(1)(') 2 6 1 s _-___ 44Cr9fi 1I08(3 (30 PIP) 4 6 1 5 ------- 47209 1 1.1080 ---- 6 6 5 7 PANEL'IITB' 200 3 480 33695 1 I1080 1 HUNTTRIP) S 5 5 9 --- 3191Ci 11080 480 100 ELEVATOR #2(*)t.*}} 10 5 5 11 -- -- 39410 1 11080 (10 HP) 12 5 1 13 PAY EL'2H A' 200 3 4SO 37585 l i 0S0 ---- 14 5 1 15 ----- 4E 4 45 (SITU tT TRIP i 16 1 17 ----- 43124 1 SPACE 18 5 19 PANEt THB' 200 3 4S0 34074 16BiXJ 4SO 3 70 RTU-1 20 4 21 39595 1 16800 22 4 5 23 ------ 36290 16530 __ 24 4 25 SPARE 200 3 480 16800 480 170 RTI 2 26 4 27 --__ 168043 - 28 4 29 - 18130 _------ 30 4 31 SPARE 200 3 480 168W 480 3 70 RIU-3 32 4 33 ------ 168..'t --- 34 4 35 - - 1680`J ..--- ----..... ..... 4S(1 ._._'_.—_- 3 70 _ - RT1 4 36 38 4 4 37 SURGE PRC?TE(TIVE DF%T(E 60 48u 168(X 39 ------- 168^AJ ------- 40 4 411 16800 ------- 42 4 CON`NTC7 SYSTENI PELA ED VA VOLTS SE AMPS 2534341 2454WJ 254393 918 NOTE ( l r * ). PROVIDE BREAKER WITH SHUNT TRIP MECHANISUM. SHUN I FRIPTOBEACTIVAATEDBYBUILDING FIRE ALA RMSYSTEM ('s)-VTRIFYBREAKERWITH SIZE WITH EQUIPMENT NAMEPLATE 277 48OV. 3 PHASE 915 SKI NOTES LOAD TYPE ISLARGER CONNECTED NEC DEM AND DE'44AND LOAD I LIGHFING 260093 125 325116 VA 0 VA 0 VA 201600 VA 258294 VA 41550 VA 0 VA 826560 VA zR£CEPTACL£s a 1 3 AIRC;ONTATIONING 0 0 4 HEATING 201600 1 5 MISC. NON -CONTINUOUS 258294 1 6 CONTINUOUS 33240 1.25 7 KITCHEN 0 0.65 TOTAL 277.480V.. 3 PHASE 995 AMPS PANEL 1 HA SURFAC'EM0UNTED 4 WIRE WITH GROUND 20041MLO 65 OOO AIC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER ;DESCRIPTION CKT. 'VOTES NO. TRIP POLE I VOLT VOLT POLE TRIP NO. I I EXAM ROONIS 20 1 277 26(ti 21520 --- -1- 2019 - 19370 48t) 3 125 TRINSF0RMFR'11-A' 2 5 1 1 3 5 OFFICES. REST;BREAKROOMS CORRIDOR LIGIIS 20 20 1 i 277 277 2580 -- - 20160 - - - -- (75KVA) -- - - -- ---4 6 5 1 7 RECEPTION,,BLOODDRAW LIGHTS 20 1 277 1550 277 1 20 SPARE 8 9 SPARE 20 1 277 1 r 27-- 1 20 SI?AhE 10 I I I LOBBYPEtiDANTS LIGHTS 20 1 277 1920 1 8000 277 1 40 VAV=A1(:1 12 4 i 43 LOBBY+Li'AITINGDC)VV"NL.IG1ITS 20 1 277 2950 Sax) 277 1 25 VAV-A2(* 14 4 I 15 Lf.}BBi;4i'AITIvGCONT. LIGHTS 30 1 277 217, 100(i 377 35 VAV=A3() 16 4 1 17 I1,,` iECHiRRLTS 20 1 277 1750 1 55W 277 1 25 VAV-A4E) 18 4 1 19 STAIRLIGHTS 20 1 277 760 7[#8' 1_77 i 35 VAV-Ai(*) 20 1 1 21 FRO'1T-RFARCANOPIE5 2J T 277 1950 8O11ii 277 1 40'VA V-A6(j 22 I 1 23 Lk-TERIORWALL LIGHTS-1 20 1 27 160,) 27' 1 40 SPARE 24 1 25 FkTERIOR WA.IA. LIGHTS-'_ 1 1 277 1600 2�7 1 20 SPARE 26 27 SPARE 20 1 277 277 20 SPARE 28 29 SPARE 20 1 277 277 20 SPARE 30 1 311 SITE tiZ LItIT]NG 20 2 480 2300 SPACE 32. 1 33 23M) SPACE 34 1 35 SITE LIGTITTNGi ?(1 2 4SO340) SPAT, 36 1 37 ----- - — 231yi --------- ---- SPACE 38 39 SPARE 20 277 SPACE 40 5 41 LIGHTING CONTROL PANEL ILCP 20 1 277 250 45gj 277 1 1 25 EW11-1() 42 5 CON 'N'ECCEDVA SYSTEM VOLTS PI -LA SEAMPS 47(4) -14Cm 47209 170 DEMAND LOAD 40798.8 VA 0 VA 0 VA 40500 VA 65800 VA i) VA 0 VA 147099 VA 177 AMPS NOTE() VERFIY BREAKER WITH EQUIPME 7r NAME PLATE 277: 480V. 3 PHASE - 172 - — 159 NOTES LOADTYPE ISLARCER CONNECTED NEC DEAL AND I LIGHTING 32639 125 2 RECEPTACLES 0 1 3 AIR CONDITIONING 0 0 4 HEATING 40500 1 5 MISC. NON -CONTINUOUS 65800 1 6 CONTINUOUS 0 1,25 7 KITCHEN 0 0.65 TOTAL 277, 480V. 3 PHASE 1ANTI_ SURFACE MOUNTED 480.1277 VOLT 3 PHASE 1 HB 4 w RE WITH GRouND 200A MI_0 NEMA 1 65.000 A IC NOTES CKT. DESCRIPTION BREAKER A B C BREA KER IDESCRIPTION CRT. NOTES NO. TRIP I POLE IOOLT VDLT I POLE I TRIP NO. I I EYAM ROOMS 20 1277 2550 15580 490 3 125 I TRANSFORMER'11-9 2 5 I 3 OFFICES.,REST;'BREAKROOM S 20 1 277 2470 1440 (75KV.A) 4 5 1 5 CORRIDOR LIGHS 20 1 277 1850 17560 - - ------ 6 5 1 7 RECEPTIONAREA LIGHT S 20 1 277 765 277 M SPARE 8 9 SPARE 20 1 277 277 120 SPARE 10 I I SPARE 20 1 277 80 0 277 1 40 VAV=B 1() :'_ 4 13 SPARE 20 277 35w 277 1 20 VAV-B2(") 14 4 15 SPARE 20 I 277 4500 277 1 25 VAV-133 (-) 16 4 17 SPARE 20 1 277 5500 277 1 25 VAV-B4(-1 18 4 19 SPARE 20 1 277 80) 277 i40 VAV-B5('1 20 4 23 _ SPARE 20 1 277 1 55(k3 277 T 25 VAV=B61) 22 4 23 SPARE 20 1 377 55(K1 77 1 255 VAV-137tl) 24 4 25 SPARE 1 377 17' 20 SPA RE 26 27 SPARE 20 1 277 277 20 SPARE 28 29 SPARE.. 20 1 2?? 377 20 SPARE 30 31 SPACF. I i SPACE 32 33 SPACE T SPACE 34 35 SPA('E I SPACE 36 37 SPACE 1 SPACE 38 39 SPA(" 1 SPACE 40 4/ SPACE T SPACE 42 CONNECTED VA 3369,, -,1910 3S410 SYSTEM VOLTS 277.480V, 3 PHASE PHASF, AMPS 1221 115 VOTES LOADT1PE IS LARGER CONNTC'TED NWI)EMAND IDEMANDLOAD 1 ---- 2 LIGHTING --................-------------- -- - -- RECEPTACLES 7935 ------------- 0 1.25 9918-75 VA........ 0 VA 0 VA 40500 VA 55480 VA 0 VA 0 VA 105999 VA - -- 1 3 AIR CONDITIONING 0 0 4 HEATING 40500 1 5 MISC. NON -CONTINUOUS 55580 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 27V4S0V, 3 PHASE I 1 1 128 AMPS NOTE (* ) . VT. RFFYBRF_AKER WITH EQUIPMENTT NAME PLATE 1A NEL SURFACE MOUNTED 235A MCB ILA't3"_08 VOLT 3 PHASE NENiA I 4WIRE W1111GROUND 21000AIC NOTES CKTd DESCRIPTION BREAKER A B C BREAKER I I DESCRIPTION CKT. INOTES NO. I TRIP PULE VOLT V`OLT1POLE1 TRIP NO. 2 11 01110E41039RECEPTACLES 20 1 120 900 9(k 120 1 20 BREAK RM#1048 RECEPTACLES 2 2 2 3 EXAM ' 1040 RECEPTACLES 20 1 1200 900 1200 120 1 20 BREAK RVI# 1048 FRIDGE 4 5 2 5 EXAM #RAIRECEPTACLES M, 1 120 900 1 1500 120 1 20 BREAK RIN1#1048APPLIANCE-1 6 5 ' 7 EXAM # 1042 RECEPTACLES 20 1 120 9(XJ 1 1500 120 1 20 BREAK RN1# 1dX18 MICROWAVE 8 5 2 9 EXAM # I+Y4+ RECEPTACLESYt I 120 9()0 12ri(i 120 1 20 BREAK RR14 IQ48 APPLIANCE-2 10 5 2 I I E)LkNl # 1044 RECEPTA CLES 20 1 120 900 1200 120 1 20 BREAK R'tI# 1048 DISPOSAL 12 5 13 OFFICE. fi 1046RECEPTAC'LES 20 1 120 9m I(180 120 1 20 CORRIDORRECEP`IACLES-1 14 2 2 I5 EXAM#1(s17RECEPTACLES 20 I 12Cr 900 i08(1 I20 1 20 CORRIDOR RE('FPTACLES-? iti 2 2 17 OFFICE»}037RECEPTACLES 20 1 120 900 If_}80 120 1 20 REF e&ALSRMRFCEPTACLFS-1 18 2 2 19 EXAM 10 6 RECEPTACLES 20 1 12(? 9(XJ 12CC) 120 1 20 REFERRALS RV4 RECEPTACLES-2 20 2 2 2l EXAM # 1026 RFCFPTA CT.F. S 20- 1 1 120 900 540 120 1 20 CORRIDOR RECEPT:A CLF_S- 3 " 7 23 EXAM # 1025 RECEPTACLES 20 1 120 Q 540 }20 1 20 $LCIOD DRAY!' RECEPTACLES-1 24 2 2 25 OFFICE fi 1024 RECEPTACLES 20 1 120 9w iCirio 1210 1 20 BLOOD DRAW RECEPTACLES-2 261 5 2 27 OFFICE # 1023 RECEPTACLES 20 1 120 900 I5oo 120 1 20 LAB RECEPTION COPIER 28 5 2 29 EXAM # 1022 RECEPTAC.:FS 20 1 120 900 900 120 1 20 I.4B RECEPTION RECEPTACLES-1 30 2 2 31 EXAM # 102I RECEPTACLES 20 1 120 9C() 900 ILO 1 2t1 LAB RECEPTION RECEPTACLES-2 32 2 2 33 EXAM#1020RECEPTACLES 20 1 12G 900 1(J(XJ i20 1 20 LABFRIDC;E ,4 5 2 35 NURSE STATION MOD RECEPT -I 20 1 1 120 720 W1 120 1 20 LAB RECEPTACLES-1 361 2 5 37 NURSE STATION #1033 FRUX-TE 20 1 1 120 1000 1 1000 120 1 20 LABRECEPTACT_ES-2 38 5 39 NT;RSESTATION 4-1033RECEPT-2 20 1 120 540 1080 120 1 20 WAFTING#I005RECEPTACLES 40 2 2 41 TOILET RECEPTACLES 20 1 120 1080 540 120 1 1 20 BREAKRINI #1048 RECEPTACLES 42 2 2 43 EXAM # 1028 RECEPTACLES 20 1 120 900 5C11 120 1 20 EWC 44 5 2 45 EXAM # 1030 RECEPTACLES 20 1 120 10(Ks 12 (11 1 20 IT ROOM RECEPTACLES-1 461 5 5 47 RECEPTION # 1010 COPIER 20 1 120 1W0 120 1 20 1T ROOM RECEPTACLES-2 48 ,i 2 49 RECEPTION # 1010 RECEPTACLE-1 ( 20 1 120 120 100 2 1 2 • 3 50 5 2 51 RECEPTION # 1010 RECEPTACLE-2 10 1 120 720 10-9) 120 1 1 20 REFERRALS R.M RECEPTACLES-3 52 2 2 53 RECEPTION#1010RECEPTACLE-3 20 1 120 720 120 1 20 SPARE 54 2 551 RECEPTION -r1010REC'EPTACLE-4 20 1 120 -%. 120 1 20 SPARE 56 5 57 MEDS RVI FRIDGE 20 1 120 1 }{ s 120 1 20 SPARE 58 2 59 NURSE STATION #1015 RECEPT, -1 20 1 120 720 120 1 20 SPARE 60 5 61 NURSE STATION # 1015 FRIDGE 20 1 120 500 120 1 20 SPARE 62 2 63 NURSE STATION #1015 RECEPT : 2 20 1 120 720 120 1 20 SPARE 64 5 01 RESTROOM SENSORS 20 1 120 500 120 1 20 SPARE 66 2 67 WOMEN*SRRRECITTACLES 20 1 120 9CCs 120 1 20 SPARE 68 s 6 2 '1 90Q 120 1 2t0 SPARE I l 2 71 NURSE S'IATION `=10I5 RECEPT -3 20 1 120 720 120 1 20 SPARE 72 2 73 NURSE STATIONS # 1033 RECEPTA 20 1 1-10 720 1 1500 120 1 20 EL9,'.4TOR= I CAB LICTITS (* l 74 1 75 SPARE 20 1 }2Q 1 (SW.'N I TRIP I 76 1 77 ELEVATOR TOP LTS & RECEPT. 20 1 120 440 1500 120 I 20 ELR"ATOR #2 CAB LIGHTS () 78 1 79 IT R(3C}M AFT€;-1 1 15 1 120 200 T (SHINE TRIP) 80 5 81 '4 ELEVATORSL'�:PPL.IP 20 1 1_Q �U LXJ 120 SPARE 8� 8- - ELEVATOR PIT LTS?RECLIIT 1 s(� 1 120 420 7ti0 ''F 12(, 1 15 WATER REC1k, PUMP 84 5 CO1S'VEC'TEDZ-A 2 a _t520 20160 19,3701 SYSTEM VCILTS 120i20SV. 3 PHASE PIIASF.AMPS 1 1791 Iml 16i NOTES '!LOA➢TYPE CONNECTED NEC'DEMAND DENLNNDLOAD 1,LICiTING1 3860 1.25 4825 VA 23720 VA 0 VA 0 VA 19750 VA (1 VA 0 VA 48295 VA ZIRFTFPTAC'LFS 37440 } 3 AIR CONDITIONING 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 19750 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 120;208V, 3 PHASE 134 AMPS NOTE() (*). PROVIDE- BREAKER WITH SHEET TRIP MECTLANISUM. SHUNT TRIP TO BE ACTIVATED BY BUILDING FIRE AIARIM SYSTEVi PAN7I, T L SURFACEMOUNTED 12(V208 `ULT 3 PHASE 9R'll2EWITHCROU+iD :22 25A MCB N NE —NIA 1 OOAIC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES N. TRIP POLE VOLT WLT POLE TRIP NU. 2 1 OFFICE # 1059 RECUTACLES 20 1 120 720 720 120 1 20 BREAK RIM41099 RECEPTACLES 2 2 2 3 OFFICE # 1060 RECEPTACLES 20 1 120 1 720 12(X) 120 1 20 BREA K RM# ICE FRIDGE i 4 5 2 5 OFFICE#1064RECEPTACLES 20 1 120 720 1200 120 1 20 BREAKR-M#1099APPLIANCEI ( 6 5 2 71 OFFICE# 1065 RECEPTACLES 20 1 120 720 1 1500 120 1 20 BREA,KRVI#109<)APPLLANCE--2 8 i 2 91 OFF ICE #1066RECEPTACLES 20 1 120 720 1200 120 1 20 BREAK RVI#1099MICROWAW 10 5 2 11 TOILET RECEPTACLES 20 1 120 720 T}2Ck 120 I 20 BREAK R -1099APPLLANCE-2 12 5 2 13 CLOSETlCDRRRECEPTACLES 20 I 120 90Q 1200 120 1 20 BREAK Ri}#1€�99DISPOSAL 14 5 2 15 EXAM 41075 RECEPTACLES 20 1 1 120 9(IO 1200 120 1 20 BREAK R.M#1099AFPLIANCE-? 16 5 2 17 EXAM # 1076 RECEPTACLES 20 1 120 9rk 1200 IN 1 20 BREAKRM#1099D1SWASIIER 18 5 2 19 CORRIDOR RECEPTACLES 20 I 120 mJ 120 1 20 SPARE 20 2 21 PROCEDURE#1069RECEPTACLFS 20 1 120 900 120 I 1-0 1 SPARE -2 2 23 23 EXAM 41070 RECEPTACLES 20 1 120 900 120 1 20 SPARE 24 2 25 EXAM # 1079 RECEPTACLES 20 1 120 900 90i1 120 1 20 EXAM # 1083 RECEPTACLES 26 2 2 271 EXAM 41 08f) RECEPTACLES 20 1 120 9EJf'r 9(1<J 120 1 20 FXW # 1082 RECEPTACLES 28 2 29 EXAM # 10M RECEPTACLES 20 1. 120 90) 120 1 20 SPARE 30 3l PROCEDURE#1091 RECEPTACLES 20 1 2 I�0 9(� + �� � I_0 1 2` _0 SPARE 12 �_ 2 33 EXAM # 1092 RECEPTACLES 20 1 120 900 120 1 20 SPARE 34 2 35 FRAM # 1093 RECEPTACLES 20 1 120 "1 120 1 20 SPARE 36 2 37 EXAM#1WRECFPTACLFS 20 1 120 %0 12+0 I 20 SPARE 38 2 39 EXAM # 10 RECEPTACLES 20 1 120 9QQ 120 1 20 SPARE 40 2 41 OFFICE #1096RECEPTACLES 20 1 120 720 120 1 20 SPARE 42 2 43 RECEPTION#1057RECEPTACLE-5 20 1 120 72Q 120 1 20 1 SPARE 4.4 2 451 R11-,EPTION#1057RECEPTACLE-6 20 1 120 9<lQ 120 1 20 SPARE 46 5 47 RECEPTION 41057 COPIER 20 1 1 120 15C51 1 120 1 20 SPARE 48 2 49 RECEPTION#1057RECEPTACLE-I 20 1 120 720 120 1 20 SPARE 50 2 51 RECEPTION 41057RECEPTACLE 2 20 1 120 721) 1 120 1 20 SPARE j 52 2 53 RECEPTION#1057RECEPTACLE-3 20 1 120 720 120 1 20 SPARE 54 2 551 RECEPTION#1057Ra-UTAC'LE-4 20 1 120 541J 120 1 20 SPACE Sb 2 57 SPARE 20 1 120 720 1 120 1 20 SPARE ( 58 2 59 CORRIDORISTORACERECEPT 20 1 120 120 1 20 SPARE 60 2 61 NIFRSE#1078RECEPTACLES- 1 20 1 120 1080 120 1 20 SPARE 62 2 63 'IN URSE#1078RECEPTACLES 2 20 1 120 ]080 150(1 120 1 20 SITE PYLON SIGN 64 1 2 b5 NUTS RECEPTACLES-3 20 1 120 1 720 72Q 10C4I 120 1 20 BUILDING SIGN -I 66 1 2 671 N'li RSE # 1078 FRIDGE 20 1 120 I0#_10 1 In 120 1 20 BUILDING SICP'N 2 68 1 2 69 NURSE#1098RECEPTACLES-i M } 120 720 1 10 120 1 20 BUILDINGSI(RN-3 70 I 2 71 N2`RSE#1098RECEPTACLES-2 20 1 120 ,� C 120 1 20 BUTLDLNfGSIC # 72 1 5 73 NURSE 1098 FRIDGE 20 1 120 1000 1 360 120 1 20 LOBBYRECEFTACLES 74 2 75 SPARE 20 1 1 120 1 1 1 360 120 1 21) EXFER}OR RECEPTACLES 76 2 5 771 AUTO DOOR -I 20 i 1 120 I(Co 1 540 120 1 20 FO`!TWiOBBYRECEPTACLES 78 5 74 AUTODOOR2 .:0 1 120 1000 1 900 120 } ?(? u'A}TI'vG#IO5tRECF1'TACLFS 8Cr 2 5 81 _3 TO R_ AU DOO 'S 0 1 �^ i�r t t t r 1J,K IOC�J 1 1�0 1 Z 0 �. FfftEALA N CC�I N A ALARM CONTROL PA��EI. "f 8� 5 5 83 AUTODOOR-4 20 1 7 120 1f70C1 36(i 1_0 2 i 7 _0 ELECTRICAL. Rhl RECEPTACLES 84 1 CONNECTED SYSTEM PHASE VA VOLTS AMPS 18580 19440 17-W 146 NOTE ( ) . PROVIDE LOCK ON' DEVICE. BREAKER TO BE RED rN COLOR i 120/208V, + PHASE 155 162 NOTES LOAD TYPE CONNECTED N'EC ➢EViAND DEMAND LOAD I LIGHTING 5500 125 6875 VA 21340 VA 0 VA 0 VA 17400 VA 0 VA 0 VA 45615 VA 2 RECEPTACLES 32680 1 3 AIR CONDITIONING 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 17400 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL }20/208V. 3 PHASE 127 AMP ELECTRICAL PANEL SC -EPU ES SCALE= NOT TO SCALE REVISIONS BY �I 04, 21.18 WR Ham• J � . J v u U N C: u �- r ti y 5 a NW vW I � + Vilt4i!€€pl o. 59480 4--71-1 p a STATE of R10- cu in ��o d [fill141i� Q0Z d 'W 'O 0 +• a O ooLn-, c aWWNmZ' 0 t ON Q 3ZON J o Z W � d ^t M00- o a ya CL U O to u L3 W °) Z ° cV Vl L±i C M M O—J m E �. ._ •� " U � °� O O o LL- - LPL! �° O U -72 m d a 0 >- °D C ® h' Z O C ° J w Li Date: 02. 13. 18 Scale: AS NOTED Project Mgr: AAY Drawn: IT/WR Job: 15-025 Sheet E8 it l --LI - L AIL -i1 2HA SURFACE MOUNTED 480f277 VOLT 3 PHASE 4 VV'I.RF, Vk ITI] GROL\D 200A MLO PANT`? NLAIA 1 65,000AIC � 2L.A I'. ). DESCRIPTION AD BREAKER A B C BREAK - DESCRIPTION I CI: TRIP POLE VCA T VOLT POLE TRIP NO I EXAM ROOMS 20 1 277 1890 19970 48G 3 125 TRANSFORNIER'2LA` OFFICESr REST; BREAK ROOMS 20 1 277 2195 188(YJ (75KVA i 5 CORRIDOR•RECEPTIONLIGIS 20 1 277 1M4 19390 ---- ----- 7 DTRNION RM LIGHTS 20 1 277 2565 850 277 1 '_U SPARE 9 SPARE ! 20 I 277 8000 77 '_ r? 1 1 40 40 VAV-CIt. SPARE ------- ---- ------- I I LOBBY PENDANTS LIGHTS 20 1 277 13 LOBBY:•'W,AITINGDOWN GUTS 20 1 277 21 550? 277 1 25 VAV-C2t* 15 LOBBY's�,'AiTINGCOVE LIGHTS 20 1 277 1450 4500 277 1 25 VAV=C3i I I7 EL'AiECH(Rit'OFFICE LTS 20 1 277 1250 70W 277 1 35 VAV-C4r } 19 SPARE 20 1 277 550C1 277 277 I 1 25 25 VANC'S() VAV-C6 { } _ 1 SPARE 20 1 277 5 tlf4 23 SPARE 20 1 277 8( }ti 277 1 40 V'AV-C7(4) 25 SPARE 20 1 277 277 1 20 SPARE 27 SPARE 20 1 277 277 1 20 SPARE 29 SPARE 20 1 277 27', 1 20 SPARE 31 SPARE 20 1 277 1 SPACE 33 SPARE 20 1 277 1 SPACE 35 SPARE 20 1 277 1 SPACE 37 SPARE 20 1 277 1 SPACE. .39 SPARE 210 1 277 I SPACE 41 I:ICtTiT1NGC�)'vTROI.PA1v'Ei.II.CP 20 1 't ;77 _ 2�(1 4511ti 277 1 25 r 2 3 - F..TkH-<( 3 CONNECTEDV',4 SYSTF�,�I V�JLTS PHASEAMPS s:_85 401-1- 931_4 2 7J 27 4RUV_ _PHASE 136 146 156 NOTE( ) C'ON ;TED NBCDEMAND DEVIAAT1LOr1D '.V'ERFIYBREAKERWITHEQ IPMENTNAMEPLATE. TYPE NOTES LO ISLARGER i 11JC3TING ---- 14494 L25 18117.5 VA 0 VA 0 VA 4eWO VA 62660 VA 0 VA 0 VA 124778 VA 21RECEPI':ACLES 0 1 31AIR CONDITIOIvrL G 0 0 41HEATING 44000 1 SjMISC. NON -CONTINUOUS 62660 1 — 61CONTINUOUS — --- --- -- - 0 -- 0 1.25 71KITCHEN 0.65 TOTAL 277.%480V, 3 PHASE 150 AMPS ?ANEL SURFACT MOUNTED 480,'277 VOLT 3 PHASE 4 ,'IRE W [TI] GROUND CKT, T5 N0. DESCRIPTION BREAKER A B C BREAKER TRIP POLE VOLT mT P{-)LE TRII 1 1 EXAM R00't-•iS � 20 1 277 3094 1)4_0 ' 480 3 125 1 3 OFFICES.' RE.ST?BREAK ROOMS' 20 1 277 2015 1958s1 I 5 CORRIDOR LIGHS i 20 1 277 2430 19660 1 7 RE:C'EPTION AREA LIGHTS 20 1 277 4fxi 277 i <0 9 SPARE 20 I 277 277 1 _20 11 SPARE 20 1 277 E700 2'r7 1 15 13 SPARE 20 1 277 5500 277 1 25 15 SPARE 20 1 277 4500 277 1 25 17 SPARE 20 1. 277 7000 277 1 35 1'4 SPARE 20 1 277 55€ 277 1 25 ^1 --- SPARE 20 1 277 J SSCS) 277 1 25 2; SPARE ! 20 1 27? 5500 277 1 25 25 SPARE 20 1 277 277 1 40 27 SPARE 20 1 277 --- ..-:: D, )0 277 1 20 29 - 31 SPARE - - - - --- SPACE -- -- — - 20 I - 1 277 277 i 20 - - - - - 1 33 SPACE 35 SPACE 1 1 1 37 SPACE 1 1 39 SPACE i 1 41 SPACE I I CONNECTED VA SYSTEM VDLTS PHA SF AMPS 34074 39595 36290 277.480V. 3 PHASE 123 143 131 NOTES (LOAD TYPE IS LARGER CONIv'F�";TED NEC DEMAND DEMAND L OAD I TICTITING 7999 1.25 999r3.75 VA 0 VA 0 VA 43200 VA W60 VA 0 VA 0 VA 111959 VA 21RECE•PT.AC.ES 0 1 3 !AIR C0`tiDITIO TING 0 ti 4 HEATING 43200 1 51MISC. NON -CONTINUOUS 58760 1 6ICONTINUOUS 0 1.25 71KITCHEN 0 0.65 TOTAL 277;4V'. 3 PHASE 135 AMPS TRANSFORNIER'2LB' SPARE SPARE VAV=DI { VAV-D2 { VAV'D3 VA V=D4 VAV=DS {' VAV=D6 t' VAV-D7 (' SPARE VAV,DS ( SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE NOTES 200A MLO N'EbIA 1 65.000 A IC 5 5 4 5 5 5 5 4 2 2 2 5 5 2 2 5 5 4 2 2 2 2 2 2 2 2 2 5 5 5 5 5 2 L 5 5 7 SURFACE MOUNTED 120208 VOLT , PHASE 4 WIRE WITH GROUND CKT, DESCRIPTION BREAKER A B C BREAKER j .DESCRIPTION NO. TRIP POLE VOLT VOLT POLE TRIP I INFti=SIONRIt•1REC'EPTACLES-1 77 _z I 321 €�J 7' ,_0 >40 l20 1 20 �, BREAItiR1lL�<008RECFPTACLES INFUSION Rho RECEPTACLES-2 20 1 1211 720 1200 120 1 2O ; BREAK RMit2008 FRIDGE 5 INFUSION RM RECEPTA CLES -3 20 1 120 540 1200 120 I 20 ; BREAK RM#2008 APPLIANCEd 7 �ti - i'vTI: O . ii SI R. I RFiCFPTACI.ES � 3 <3 1 E I z.... 9(]G � I. t� ry I<0 1 ) 1 _C I % ,. C l BREAK R. L . _.� 8:4IICRO�'AVE 9 INFUSION RM RECEPTACLES-5 20 1 120 720 1200 120 1 20 BREAKRMt208APPLIANCE-2 II INFUSION RM RECEPTACLES-6 20 I 120 7'_1 12Ci1 120 l 20 ' BREAK RVI#2i 8 APPLIANCE s 13 INFUSIONRM TV,RFCEPT.-I 20 1 120 8f7a 1 2t0G 1L0 1 _G # S � BREAKR'4I2008DI,.POSAL ,.. '' C I:VTI, 5I .}N Rh1 T4 RECEPT.-< 1 :20 8GG 1200 1.:0 1 ..0 i BREAK RVI.• _.Kk`s DISH6t' A SFiER 17 NURSE 0201 RECEPTACLE-1 20 1 120 900 1- _300 3 l _0 1 7 _0 #'� 5 ' REC�'TIO14 ii0_ COPIER 14 NURSE �204 REC,"FPTACLE-2 20 1 120 9CCi 120 1 2O SPARE ! SPARE 'I 21 TOILE `RECEPTACLES -0 I 120 900 9GC= 120 1 20 23 N`U TIONRECEPTACLES 20 1 120 1iff.) 720 120 1 20 ' RE(MIOL<-2G05RECEPTACL.E-2 25 NUTRITION FRIDGE 20 1 120 IOW 720 12G 1 20 RECEPTION 42005 RECE>rLACL•E 3 27 CORRIDOR RECEPTACLES-1 "20 1 I20 000 720 120 1 20 I#'� 5 RECEPTIO ..00- RECEPTACLE-4 2C _7 IV PFL<R1 ACYREC.EPTACiES-1 <a 2 1 1.10 .<a �.; 72( }, _40 ti 120 t 1 � ^ 20 I i sin' S RECEPTACLE-5 RECEPFION,#200_ 31 PHARhL�ACYRECEPTACLF..S-2 20 1 120 1000 720 120 1 20 j NURSE#2019RECEPTACLES-I PARVIACYUCREFRICIERATOR 20 1 120 #CRC ?20 120 1 20 NURSE#20I9RECEPTACLES-2 35 OFFICE # M0 RECEPTACLES 20 1 120 720 10Cf:1 120 1 20 i NURSE 02019 FRIDGE; 7 , V Ek.A. .:<� REC.kP I A _ LIvS 3 9,�) }LIO 1_0 1 ..0 a. A 'S EX.A.1.,_OI�RECEPT-ACLE.. 19 EXAM #2021 RECEPTACLES 20 120 90t} 900 120 1 20 CORRIDORRECFPTAC.FS < t #. EXAM yz ( ..J 1 120 :<a I a8C i 1080 � 1 �a 1 2 G � � A` 'V # # '€ AIT1. C, <0>4 RECEPTACLES 43 E`iAhl 2017 RECEPTACLES �.. L0 I 1_J iG 8t ,r 7_ .4 12t ) 1 �i _.) EGi'C; 45 EXAM >?_016 RECEPTACLES 20 1 120 ' 108` 360 1.0 1 20 LOBBY••`HOUSFKEEPING REC'EPT 47 OFFICE #2015RECEPTACI.ES 20 1 I20 72G 720 12 2 1 »2 •49 OFFICE #2014 RECEPTACLES 20 1 120 720 720 120 1 20 NITRSE#2019RECEPTACLES-3 51 EKAhI#2028RECEPTACLES 20 1 1C) 1080 120 1 20 SPARE. S> LKAhl #2C127 RECEPTACLES 20 1 120 1080 120 1 20 SPARE 55 SCIEDITIE#2034RFC EPTACLE 20 1 I20 1080 120 1 20 ! SPARE 57 PARMACYEQ IPMFN'T 26 1 120 I2t 120 1 20 SPARE 59 PARMACYHOOD SYSTEM 20 1 120 1200 120 1 20 SPARE 6I PARIIACYRFI1tiGFRATOR 20 1 120 1000 120 1 20 SPARE 63 PARMACYRECEPTACLES 20 1 120 : 50() 120 1 20 SPARE 65 RESTRC)Oh£ SENSORS 20 1 1X) 50C1 120 1 20 SPARE 67 VV QM 2, 'S RRREC.'EI'TACLES 20 1 120 900 120 1 20 SPARE fig MEWS RR RECEPTACLES 20 1 120 900 120 1 20 SPARE 71 NUTRITION MICROWAVT, 20 1 120 15m 120 1 20 SPARE 73 SPARE 24) 120 12G 1 20 SPARE 75 SPARE 20 1 120 120 1 20 SPARE 77 SPARE 2a 1 120 12a 1 20 SPARE 79 C'L-1ONROOF 20 1 120 19'_0 I20 1 20 SPARE 8,11 ROOF HV'.AC SFRMCE RECEPT. 20 1 1210 90C 3 120 1 20 1 SPARE 83 SPARE 20 1 120 75t0 120 1 15 ! WATERRECIR.P1,`MP CONVECTED VA SY STEM VOLTS PHASE AMPS 19970 18800 19390 NC)TE ( ) 1201208V, 3 PHASE 166 157 162 MOTES LOAD TYPE CONNECTED :N'EC DEM AND DEMAND LOAD I LICTTITING 0 1.25 0 VA 21020 VA 0 VA 0 VA 26120 VA a VA 0 VA 47140 VA 2 REC'EPT:ACLES 32040 3 A 1R CONIDITIONING 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOS 26120 1 b CONTINUOUS 0 1.25 7 KITCHEN 0 0,65 TOTAL 120/208V', 3 PHASE 131 AMPS 22?A MCB N—BIA I 21000 AIC 2 4 5 101 5 1�� 5 < 14 5 16 5 18 5 20 22 7 24 26 2 28 2 �L 2 34 2 3€, 5 38, 2 7Z 40j 2 42 2 44 55 4b, .. t' 1 \ 50 2 52 54 56 58 60 62 64 66 1 68 ( 701 72, 74i 76 781 80 $2' 84, 5 PANEL D ll SURFACE MOUNTED 12OL08 VOLT 3 PHASE 4 WIRE WITH GROUND 225A MC'B NE-AIA I 22.C*0AIC' :NOTES CkT. DESCRIPTION BREAKER A B. C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO, 2 1 OFFICE#2050 RECEPTACLES 20 1 120 90LI 1080 120 1 20 BREAK Rh•1#2052 RECEPTACLES 2 2 2 3 OFFICE#2051 RECEPTACLES 20 1 120 9GG 1200 120 1 20 BREAK RVi#2052 FRIDGE 4 5 2 5 OFFICE#2055 RECEPTACLES 20 1 120 720 10000 IN 1 2G BREAK khI"'2052 APPLI.ANCE I 6 5 7 tt EXAM ,. 2056 RECEPTACLES ..0 1 i I _0 1 910 ' ( � 8i0 � I � 1,.. E i 1 _.l .5 5 -i BREAK Ak R1lL . _0. _ A LIANCF _ RF PP 8 2 9 EXAM #2057 RECEPTACLES <G I 120 900 150G 120 I 20 BREAK RVIm2052 hIICROu AV'E IO 5 2 11 TOILET RESTROC)MS 20 1 120 10W3 1200 120 1 20 BREAK RM-'2052 DISPOSAL 12 5 2 13 EXAM#2061 RECEPTACLES 26 1 120 900 IWO 120 1 20 N'UKSE#2080UCREFRICERATOR 14 5 15 EXAM #:.C�i2 RECEPTACLES 20 I<fl 4(10 7<(r 1..Gt 20 PRE -OP r _119.P RECEPTACLES i 16 2 2 17 E) AM $2071 RECEPTACLES 20 1 120 900 11x0ti 120 1 20 PRE OP #2043 COL'NTTR RECEPT I 18 5 2 19 EXAM #2072 RECEPTACLES 20 1 120 90a ]Or* 120 1 20 PRE -OP 4209+ COUNTER RECEPT 2 20 5 2 21 E1kM 92082 RECEPTACLES 20 1 120 900 72C1 120 1 20 NURSE#2079RECFPTACLES 22 2 2 23 OFFICE#2083RECEPTACLES 20 1 12C1 9O(1 540 12C1 l 2G NI RSEF208<}RECFPTACLE'S 24 ' 2 23 EXAM #2084RECEPTACLES 20 1 120 9W 1080 12#0 20 CORRIDOR RECEPTACLES-2 26 2 27 EKA-M #2085 RECEPTACLES 20 1 120 900 1080 120 1 20 CONFERENCE #2002RE('EPT:1 28 2 3 29 EXAM #2086RECEPTACLES 20 1 120 900 100E 120 1 20 CONFIDENCE#2002RECEPT: 2 30 5 2 31 EXAM #2088 RECEPTACLES 20 1 120 900 10) 120 1 20 CONFERENCE #2002 RECEIPT: 3 ?2 5 2 33 EXAMT #2089 RECEPTACLES 20 1 120 900 1GOO 120 1 20 CONFERENCE #20P2 FRIDGE 34 5 2 35 OFFICE#<2WI RECEPTACLES 20 1 120 <X10 12W 120 1 20 CONFEREVICE #2(02 PROJECTOR 36 5 < 37 NURSE #2039RECEPTACLES- I 20 1 i 1_0 7 r20 108(5 LO 20 4A'AITTNt3#2047REC'EPT:ACLES 38 2 2 39 I�'tiRSE#2059RECEPTACLES-2 20 1 120 720 1200 120 1 20 AVAITINGt,B.II NGMACHINE-1 40 5 5 �#1 2 N�JRSE• _039FRiDC;E 1 <G 1 12G 7� ,<C 2 1��3 l..G 1 20 �VAITLtiCV�➢L'vGl`ulAf'Hi`,'E-2 2 4� 5 < 4_. T RECEPTION Ek#8 T CUE- RECEPTI 2 RECEPTACLE-1 A L _ 1 7r 1_J 720 I t.� � 2 45 RECEPTION #2048 RECEPTACLE-2 20 1 120 720 1080 120 1 ZO PRE -OP s2093 RECEPTACLES-4 EPTACLESd 46 2 47 .REC EPTIO d #2048 RECEPTACLE-3 20 1 120 1080 I200 120 1 20 PRE -OP #2093 FRIDGE 48 5 2 49 RECEPTION 2048REC:IP'TACLEd 20 1 120 7?0 120 I 20 SPARE 50 2 51 RECEPTION #2048 RECEPTACLE-5 20 I 120 400 12i) 1 20 SPARE 52 5 53 RECEPTION #2048 COPIER 20 1 120 15EY, 120 20 SPARE 54 2 55 EXAM #2067RECEPTAC'LES 20 1 120 90G 120 1 20 SPARE 5b 2 57 EXAM #2068 RECEPTACLES 20 1 120 900 I.20 20 SPARE 58 2 59 CORRIDOR RECEPTACLES -I 20 1 120 90G 120 1 20 SPARE 60 2 61 SCHEDULE#2076RECETPAC:ES 20 1 120 IN 120 20 SPARE 62 2 63 PROCMURE42092RE EPT.-1 20 1 120 9G0 1.0 1 20 SPARE 64 5 360 120 1 20 SPARE 66 2 67 PROCEDURE 42092 RECEPT: 3 20 1 120 i 540 120 1 20 SPARE 68 2 69 OFFICE #2083RECEPTACLES 2 20 1 120 ) ' 540 120 1 20 SPARE 70 71 SPARE 20 1 120 120 I 2G SPARE 72 73 SPARE 20 I 1.0 1:.0 2. <0 SPARE 74 75 SPARE 20 1 1'20 120 1 20 SPARE 76 77 SPARE 20 1 120 360 120 1 20 EL ROOM RECEPTACLES 78 2 79 SPARE 20 1 120 1( 1II 120 1 20 IT ROOM RECEPTACLES-1 80 5 81 SPARE 20 1 120 loco 12a 20 IT ROOM RECEPTACLES-2 82 5 83 SPARE 20 1 120 low 120 1 20 IT RO.1 RECEPTACLES-3 84 5 COMNECTED SYSTBI PHASE VA VOLTS AMPS 19520 19580 19660 164 NOTE( j *. 12G1208V; 3 PHASE 163 163 MOTES LOAD TYPE CONNECTED NEC DEMAND DENIAN� LOAD I LIGHTING 0 1.25 0 VA 22820 VA t0 VA 0 VA 23120 VA VA O VA 45940 VA 2 RECEPTACLES 35640 1 3 AIRCONDITIONINTG 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 23120 1 b CONTINUOUS 1.250 7 KITCHEN p 0.65 TOTAL 120120R, 3 PHASE 128 AMPS ELECTRICAL PANEL SCHEDULES SCALE: NOT TO SCALE —rE REVISIONS BY 1� 04. 21.18 WR r � u_. = x C ti c U r �v r r. — — u � e u ti0 cr o c 00 T r cj. a Cli W 5 5 VJ £gi � 1 V II 1V;t118f#tl 0 04-27-18 ? STAM O . '+ N J f�V i s ® O �/tItII6Bt�� Q V9 d Z m w +' moaELWo iuLMiu o �a,co z6p< 0 J a Cu Z zip 6U, C co o _ Ua�Q aNV p Cu ea U W U � °) Z O �C � � N v U LO O PO m _J E A ro < in ° c U ° 0 O ® � W O *t= NID •� i3 Q O d m a mO N z U C ° J W LL_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: MY Drawn: ITf WR Job: 15-025 Sheet E9 e C14 e IC b 11111 �n 1( c IM001 Z 29' 3 '\/ 3 INDICATES MECH. LOUVER OPENING. CONTRACTOR TO VERIFY MECH. OPENINGS WITH ARCH. AND MECH. NOTIFY ARCH./ENG. OF ANY DISCREPANCIES (TYP.) 30'-01, INDICATES FOOTING. NOTE: WF2.5 (TYP.) U.N.O. 2 3 3 4 s3.2 Aeb 5 12'-0" 8'-0" 3'-411 12'-8" 3'-4" `� 8'-0" 12'-0'l 7 ii I 1 I I t - - - - J HATCH INDICATES METAL STUD WALL. 1 �W`� REFER TO WALL LEGEND (813) AND I I METAL STUD WALL NOTES (513) FOR �p UL CL CONSTRUCTION (TYP.) W� W� All (-) 2l_Sll `n (-) It_4ll I • • I I I Asc I I HATCH INDICATES EXTERIORL - - I r _ MASONRY WALL. 2 I I REFER TO WALL LEGEND. I I I I 0 S3.1 m HATCH INDICATES INTERIOR I ' I I �MASONRY WALL. - � dl REFER TO WALL LEGEND. I I _ asp -- I I rl , I r= L I I r INDICATES (2) 03 x 2'-6" V tp v� DIAGONAL REINR AT MID -DEPTH G� WHERE SHOWN. (TYP.) U.N.O. -- L2'-0tl -I - ----- S 10'-4" _ Ir/Iy II I I I 2 I I �`' INDICATES VERT. RE INF. S3.1 ADJACENT TO OPENINGS. I I REFER TO FILLED CELL SCHEDULE (TYP.) U.N.O. (3) VERT. REINF. AT CORNERS (TYP.) REFER TO 3/542. 1'-4" Aft �_ --- --. - w to W 0 INDICATES DRAIN LINES. COORDINATE • w/ ARCH/PLUMBING. SLEEVE AS REQUIRED THRU SECONDARY GONG. POUR STEP FTG. AS REQUIRED. REFER c� 48, t0 2/54.1. REFER TO 2/512 FOR T ADDITIONAL INFORMATION. NOTIFY L - I ARCH./ENG. OF ANY DISCREPANCIES. - • _ - _IT•• ----- ------- ----- JILL------ ---------- -- 1 1 Z 3 3 1- Abe S3.1 Abek A8a S3.1 ASb S3.2 8" DP. SECONDARY GONG. POUR AS REQUIRED FOR EXTERIOR METAL STUD BASE w/ 104 BOTT. 60l_8ll REINF. EA. WAY AT 8" �X. -(TYP.) U.N.O. REFER t 1/53.1.301-01, 1) C 2 / ( THICK- B EDGE / (2) "5 CONT. BO w( 3 REFER TO 2/54.1 FOR STEPPED (TYP.) STEP SHOWN FOR REFERENCE ONLY. REFER TO ARCH. (TYP.) U.N.O. I t-INDICATES CONTROL JOINT FT• V, • I I I I II --- I I F_-----� � I I I I I I I I I 6 I I I s4.1 I I I I ALIGN w/ GONG. I BEAM ABOVE. I I 31 - I- I I F I I 12'-0" 11.-4" L L - I TYPICAL AT INTERIOR SLAB -ON -GRADE: INSTALL SLAB CONTROL JOINTS (C.J.) AT III O.G. MAX. EACH WAY. JOINT PATTERN SHALL BE APPROXIMATELY SQUARE (1 TO 1.5 MAX RATIO), AND LIMITED TO AN AREA NOT EXCEEDING 250 SQUARE FEET AND SHALL ALIGN WITH STEEL COLUMN I INES/RE-ENTRANT CORNERS. REFER TO PRE-ENGINEERED STEEL 1/54.1 CONTROL JOINT DETAIL AND -1/54.1 FOR CONTROL STAIRS/LANDINGS/TREAD JOINT AT COLUMN LINE. (100 PSF LIVE LOAD) AND RAILINGS (50 PLF/200LB LIVE LOAD) BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER COORDINATE w/ ARCH. W-4" 12'-8" GROUT ALL CELLS SOLID AT STAIR TOWERS AND ELEVATOR SHAFTS (TYP.) U.N.O. pt F_ kkP I I 10 �--- � ' I L - I S8x18.4 (GOORD. w/ -' - - - - I I I I ELEV. MFR.) `n I I I I I I I II II 1 1 I s4.1 I I I I I I a II I I a STEP - - - - - STEP 0 FTG. - - - •- - FTG. CqI- I---- L Willi: I I I f 15 I I I I I I I I S4.1 I f i I I I I •' • LL .• . 0I I •• 12'-0" 12'-0" 4 34'-8" S4.1 3 2 180'-8" El I OSOUTH UJ ING FOUNDATION fi=L AN SCALE: 3/16" = I'-0" 5 GENERAL NOTES: 1. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF FOOTINGS AND THICKENED SLAB EDGES. REFER TO 3/54.1 FOR ADDITIONAL INFORMATION. 2. PROVIDE CORNER BARS At ALL CORNERS OF CONTINUOUS CONCRETE BEAMS AND MASONRY TIE BEAMS. REFER TO 8/542 FOR ADDITIONAL INTERSECTION. 3, REFER TO SHEET 513 FOR TYPICAL NOTES. 4. REFER TO SHEET 513 FOR SCHEDULES AND LEGENDS. 5. REFER TO SHEET 513 FOR TYPICAL DIMEN51ON/ELEVATION NOTES. II ( ) INDICATES TOP OF BEAM. C 7 INDICATES BOTTOM OF BEAM. < > INDICATES BEARING ELEVATION. -1. REFER TO PLAN FOR SPECIFIC MASONRY CONTROL JOINT (MCJ) LOCATIONS. COORDINATE EXACT LOCATIONS WITH ARCH. EXTERIOR ELEVATIONS. REFER TO 1/64.2 AND 2/542 FOR TYPICAL MASONRY CONTROL JOINT DETAIL AND SPACING. 8. REFER TO ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEEER OF ANY DISCREPANCIES. 9. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS, STEP FOOTINGS AS REQUIRED (2/54.1) AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. REFER TO 2/51.2 FOR TYPICAL CONDUIT/PIPE DETAILS. 10. CONTRACTOR TO COORDINATE ALL SLOPES, DEPRESSIONS, AND SLAB OPENINGS w/ ARCHITECTURAL/ MEP DRAWINGS PRIOR TO CONSTRUCTION. REFER TO 12/84.1 FOR TYPICAL SLAB STEPS. 11. REFER t0 1/51.2 FOR WIND DESIGN CRITERIA. DIt PENSION/ELEVATION NOTES: 1. REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS AND ELEVATIONS. 2. ALL DIMENSIONS AND ELEVATIONS SHOWN ARE BASED ON DIMENSIONS AND ELEVATIONS PER ARCHITECTURAL SHEETS. 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOWN WITH ARCHITECTURAL SHEETS AND MANUFACTURERS REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. FOUNDATION PLAN NOTES: 1. SLAB -ON -GRADE TO BE 4" THICK WITH (oXro - WI.4XW1.4 W.W.F. ON VAPOR BARRIER OVER COMPACTED SOIL U.N.O. COORDINATE VAPOR BARRIER WITH ARCHITECT. SLAB SLOPE TOLERANCE = 1/8" PER 10'-0" PER ACI 11-1. REFER TO ARCHITECTURAL DRAWINGS FOR TERMITE TREATMENTS. 2. TOP OF SLAB ELEVATION = 0'-0" U.N.C. TOP OF ISOLATED COLUMN FTG. ELEVATION = l-) 1'-0" U.N.O. TOP OF WALL FTG ELEVATION = (-) 1'-4" U.N.O. 3. ( ) INDICATES TOP OF FOOTING ELEVATION. 4. STEP FOOTINGS WITH GRADE AS REQUIRED. PROVIDE 10" MIN. SOIL COVER OVERALL EXTERIOR FOOTINGS. CONTRACTOR TO FIELD -VERIFY FOOTING ELEVATIONS. NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. REFER TO 2/84.1 FOR STEPPED FOOTING DETAIL. 5. WALL FOOTINGS TO BE TYPE WF2.5 U.N.O. 5L,45 LEGEND: HATCH INDICATES EXTENT OF 4" (MIN.) THICK GONG. SLAB -ON -GRADE w/ III WI.4xWl.4 W.W-F. ON VAPOR BARRIER OVER COMPACTED SOIL, COORDINATE w/ ARCHITECTURAL AND CIVIL DRAWINGS. KEVIEW ANTE CITY OF ZEPHYRHILL PLANS EXAMINER�� �i5jztA� ALL WORK SHALT. COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES <E'r FLAN a o 0 0 a a REVISIONS BY 08.08.2018 REVI510N 3 ~� Cn r V' N =yti x Y s �T I: _ ../ ;=ate g o ro tl < > • Q oc 3 !� J T N M A w w U x Q E 0 E F.zUm Ew_W �x w z a0 w� x 00wxoa 1-4zHCl) o 61 O� E.41 •\G•E•Ns�,y�2,� 46665 • STATE OF �14 O R1C?.. j'jfls �O MOHAN ENGINEERING INC. Consult Shvc4rrd F naQa Fl- C O.A. No. 7496 George E. Mohan FL P.E. No. 46665 13051 K f.neb¢�9h A-, Suite 102 • Tamp ' FL 33626 Phone (813J 475-5983•F. (813) 699-8336 V -0 Z 0 J C CV � M v 0 m J E Q (/? -gyp , � V � •0 U O LL_ - LLI 0 - v v � a>i v m � 0 Q >1 0 m t _ 0_ IV Z O � v J w LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2*1 - — I I - - - f I - - I I I I I I I I H- I- L - -- - i - --L __I — -- -- - — --- I III I El 5 214 Eg I 1E11 C4 r.5 MMMMIMMM B rL3E311111313���1:1[lillIE3 INDICATES DRAIN LINES. COORIDINATE—\ ONFIN= FLA H! L 44 L N—I w/ ARCH/FLUM5ING. SLEEVE AS use. roe, REQUIRED THRU SECONDARY CONC. LA !;Mq A LA M 4 L.1 4 r. r. III STEI= FTG. AS REQUIRED. REFER ire LAI TO 2/84.1. REFER TO 2/81.2 FOR FAI MOTES: 1. REFER TO SHEETS 51.3 AND 52.1 FOR TYPICAL NOTES, SCHEDULES, AND LEGENDS. iiEVIEW DATE -4 CITY OF ZEPHYRHI US PLANS EXAMINER ALL WORKShAC-1- COMPLY VVVVH PREVAILINC CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLSS ORDINANCES ...... . . ARCH./ENG. OF ANY DISCREPANCIES . <E � PL AN -F . . ..... ..... . ......... . . - ----- - 4-- 4- W11-7 MAM ILL ..... ........ -Li L C() ... . . . .......... . i -i T L L 3 3 L4"2 ... ...... . ........ --------- -- ---Hill 011/-Hl. ABb 3.2 AS& S3.1 6a AAM S3.1 8" DfI SECONDARY CONIC. FOUR AS REQUIRED FOR EXTERIOR METAL STUD BASE w/ 04 BOTT. 121-011 Ll V-0111 3'-4- 1 121-811 1 31- it -011 121-011 �X. 601-611 REINF- EA. WAY AT 8" OC � REFF=R TV(� 3..(TYF`.) U.N.0 L4 34'-8" 301-01, 3 2 S3.2 \—Iro"xlro" THICK SLAB EDGE w/ (2) 05 CONT. 50TT. tt 0 NORTH WING FOUNDATION PLAN SCALE: .3116" 1'-011 REVISIONS BY 05.08' 2015 REVISION 3 00 00 ce) U �0 'IT C'Q CO to E E CJ M C\J O N cd z Lo p cr., 00 3 Cn E C\I Ch L) P4 E. 46665 0 STATE OF ...441 0 R IN MOHAN ENGINEERING INC George I- Mohan FL P.E No. 4888E PhYA 16J*4Av9'I0-mF3=6 — e375-983-F.. 81699-8338 0 -0 z a 0) 0 Cn LO C :3 0 m E (I) Q i7i -s" -'C'- .2 UL- 0 Id LJ 0 C) C) CL 0 m f14 Z 0 LLi LL. Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2•Z L I I I GENERAL NOTES: 1. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF FOOTINGS AND THICKENED SLAB EDGES. REFER t0 3/84.1 FOR ADDITIONAL INFORMATION. 2. PROVIDE CORNER BARS AT ALL CORNERS OF CONTINUOUS CONCRETE BEAMS AND MASONRY TIE BEAMS. REFER TO 8/54.2 FOR ADDITIONAL INTERSECTION. 3. REFER TO SHEET 513 FOR TYPICAL NOTES. 4. REFER TO SHEET 5I3 FOR SCHEDULES AND LEGENDS. 5. REFER TO SHEET SI3 FOR TYPICAL DIMENSION/ELEVATION NOTES. 6. C ) INDICATES TOP OF BEAM. C ] INDICATES BOTTOM OF BEAM. < > INDICATES BEARING ELEVATION. -1. REFER TO PLAN FOR SPECIFIC MASONRY CONTROL JOINT (MCJ) LOCATIONS. COORDINATE EXACT LOCATIONS WITH ARCH. EXTERIOR ELEVATIONS. REFER TO 1/54.2 AND 2/542 FOR TYPICAL MASONRY CONTROL JOINT DETAIL AND SPACING. 8. REFER TO ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEEER OF ANY DISCREPANCIES. S. REFER TO ARCH ITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS, STEP FOOTINGS AS REQUIRED (2/54.1) AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. REFER TO 2/512 FOR TYPICAL CONDUIT/PIPE DETAILS. 10. CONTRACTOR TO COORDINATE ALL SLOPES, DEPRESSIONS, AND SLAB OPENINGS w/ ARCHITECTURAL/ MEP DRAWINGS PRIOR TO CONSTRUCTION. REFER TO 12/54.1 FOR TYPICAL SLAB STEPS. 11. REFER TO 1/512 FOR WIND DESIGN CRITERIA. DIMENSION/ELEVATION NOTES: 1. REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS AND ELEVATIONS. 2. ALL DIMENSIONS AND ELEVATIONS SHOWN ARE BASED I - -y----W16x26 [14] R=13K ! W16x36 [18] R=15K !_ W12x14 [8] R=8K =.u- W12x14 [8] R=9K W12x14 [8] R=8K ON DIMENSIONS AND ELEVATIONS PER ARCHITECTURAL - --- .. - _ ..__ .... --- . -El- - - -- - - - \ __. \ _ - SHEETS �r \; I1'-4" '\ \ 12'-8" 11'-4" \ 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND n :� ` :\,' ELEVATIONS SHOWN WITH ARCHITECTURAL SHEETS AND \' MANUFACTURERS REQUIREMENTS AND NOTIFY i \ \ \ ARCHITECT/ENGINEER OF ANY DI n u \ j / , ry W16x26 14 R 13K--- - -_____ _. o _- -___ W16x36 [18] R=15K - _ o - W14x22 [12] R=14K � ' W12x14 8 R-9K``. `` ' W14x22 12 R=14K _ [ ] [ ] N 4 x It ) \ OP \ \ - - --- --- - - . _ -- - u� - - �n ' _-_ - ' � - ch \AT 1co O.G. MAX. c� \x' x x x \ ' x x / N N S' \ 4811 / \ \' y r, / X if x - - = �\ : A y - - W16x26 [14] R-13K W16 36 [18] R-15K �t W14x22 [12] R-14K , W12x14 [8] R-9K W14x22 [12] R=14K \< \ v rI y' y 1 / D STEEL REFER t0 11/S43 FOR BEAM STAIRS/LANDING PRE-ENGINEERED x N4 x V-0" (TOP) AT IV' O.C. MAX. S/TREAD \ CONN. AT CORNERS. OVER GIRDERS (TYP.) U.N.O.\\_ \ (100 PSF LIVE LOAD) AND ; ' !- L5"x8"xl/2" EMBED AT CORNER \� \, ' RAILINGS (50 PLF/2001-5 LIVE BEAM EACH DIRECTION I REFER TO 3/843. k \ . LOAD) BY CONTRACTOR S ! / CORSET STUDS AS REQUIRED) DELEGATE SPECIALTY ENGINEER.'/ NGINEER(TYP.) W16x26 f141 R=13K \ W16x36 f181 R=15K IW14x22 f121 R=14K COORDINATE w/ ARCH.I \ , W12x14 f81 R=9K\ \ \ ' . ,' \ \, `., f X W14x22 (1g1 R=14K FLOOR FRAMING FLAN NOTES: I. STRUCTURAL FLOOR SLAB t0 BE 3 1/4" THICK LIGHTWEIGHT CONCRETE TOPPING W/ &Xco W1.4XWI.4 W.W.F. ON 2", 20 GA., GALVANIZED COMPOSITE METAL DECK (VULCRAFT 2 VL1 OR EQUAL). TOTAL SLAB THICKNESS = 5 1/4". 2. TOP OF 2ND FLOOR SLAB ELEVATION = 14'-8" TOP OF 2ND FLOOR STEEL ELEVATION = 14'-2 3/4" U.N.O. 3. CONTRACTOR TO VERIFY MECHANICAL CHASE SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS/REQUIREMENTS PRIOR TO STEEL FABRICATION. NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. REFER TO 6/543 FOR ADDITIONAL INFORMATION. IWT I( B E C INDICATES MECH. LOUVER OPENING. U CONTRACTOR TO VERIFY MECH. 1-p y 2 OPENINGS WITH ARCH. AND MECH. 3 4 I OC Q= N I 5 NOTIFY ARCH./ENGs. OF ANY I N < N N 4 DISCREPANCIES (TYP.) F 4 ,`� S4.5 180' -8" 8" 2V-8" 30'-0" L12'-8" 2 9 CSIMJ 34'-8" cool-8" 12'-0" 8'-0" s3.2 31-4" 12'-8" 3'-4" 8'-0" 12'-0" 0 N 1 1 2 3 3 1 1 1 S3.1 A8a ASe S3.1 Abe S3.2 Cl) C52ip S3.1 i 1 y =t w C \ m: M W12x14 04 x 4'-0" (TOP) [8] R=9K HATCH INDICATES METAL STUD WALL. AT IV' O.C. MAX. \�. / T54 [12'-8"1 TYP.-FLOOR REFER TO WALL LEGEND (513) AND - 15 FOR DECK BRG. U.N.O. METAL STUD FRAMING NOTES (513) ' , REFER TO 4/543 FOR CONSTRUCTION (TYP.)% W12x14 [8] R=6K S4.4 W12x14 [8] R=9K W16x36 [18] R=15K W16x36 [18] R=15K HATCH INDICATES EXTERIOR -- 2 MASONRY WALL. ' REFER TO WALL LEGEND. v T55 112 -8 7 TYP.-FLOOR v; r %�. - 2 FOR BEAM BRCS. U.N.O. Y HATCH INDICATES INTERIOR Y S4.3 X v 53.1LO REFER TO 5/843 AND 1/543 cfl MASONRY WALL. v ' REFER TO WALL LEGEND. ii \i W12x14 [8] R=9K ',W12x14 [8] R=6K W12x14 [8] R=9K W12x14 [8] R=6K x = oo x - � x - 0 3 _. N r, , \ m �� c� \X\ : N REFER TO 9/543 FOR M '' _ x x\ BEAM -TO -BEAM ca N _ CONNECTION (TYP.) U.N.O. -- CA W12x14 8 R=6K \\/ - -- - -- - - - - T --- - W16x36 [18] R=15K W16x36 [18] R=15K W12x14 [8] R=6K \ W12x14 [8] R=9K ,,' c52 W12x14 [8] R=6K IF� E F11. 91 :r 3 REVISIONS BY © 08.05,2018 REV15ION 3 00 y m CO � J � L LL C, �Czti� =zti N v: M cd N Cl � V N ¢�ti> • QQ,0 00 o Z ti : G ti Cn 1 fi ._E-- Q� ¢GrErrO,t 46665 STATE OF .' 44/ .c E���s --rs10 N A� CmmiNGINEESWcbxRIN�G FL No. i t C.INC O.A. 7498 George F Nohm: FL P.E. No. 46665 17051 w. Aga, SLIb 102 • w FL 33621 Phms 613 475-5983•Fex (613) 699-8336 V -0 rn Z 0 -0 V U) LO C re) :3 O M m J E N Q N -gyp `-' V .0 0 O 0 LL- U - L d 0 v :2v vi 0 - W m a� Q o >1 p m -r- a N N Z Q v J LLI L.- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2.3 U 0 0 4 I N - -� N N +-CN 4 -� - — �< ---� S4.5 CSIM.) 8-0S3.2-Ab_ -- - - - - - --- -411 8-@12'-0"12'-@" 12- I Q o Q m - N`j Abe C52 *4 x 4'-0" (TOP) W12x14 8 R=9K i [] At 16II O.C. MAX. I J15 W12x14 [8] R=6K W12x14 [8] R=9K y --1 G J� J 52 — _co - ii�. �-W x' •00 W 12x14 [8] R=9K W12x14 [8] R=6K W12x14 [8] R=6K W12x14 [8] R=9K J W12x14 [8] R=6K ; / CO 00 / W12x14 [8] R=6K C52 W12x14 [8] R=6K 'W12x14 [8] R=9K W12x14 [8] R=6K 41 ' 10 S4.3 CHASE W12x14 [8] 8K - - i� W12x14 [8] R=9K W12x14 [8] R=8K -- Cd p Cy / cN J, ` I J� IUD�J , X/;�' \ / x• J W12x14 [8] R=911<` W1422 [12] R=14K o �-ll ) AT 16" O.C. MAX.. X / �: X ' Co ao i �/ L, c— ' N W12x14 [8] R=9K W14x22 [12] R=14K PRE-ENGINEERED STEEL ` REFER TO 11/543 FOR5EAM STAIRS/LANDINGS/TREAD CONN. AT CORNERS. (100 PSF LIVE LOAD) AND / LS"x8"x1/2" EM5ED AT CORNER I' RAILINGS (50 PLF/200L5 LIVE ,5EAM EACH DIRECTION LOAD) 5Y CONTRACTOR'S (OFFSET STUDS AS REQUIRED) \ / DELEGATE SPECIALTY ENGINEER(TYP.) i 'I COORDINATE w/ ARCH. W12x14 [8] R=9W14x22 [12] R=14K K� J 11'-4"/ 12'-8" X GROUT ALL CELLS SOLID AT STAIR TOWERS AND ELEVATOR SHAFTS (TYP.) U.N.O. >- ��J �,"W12x14 [8] R=9K� �J�,J ` W12x14 [8] R=8K J f W12x14 [8] R=8K ! I' I CHASE ELEV.! W12x14 [8] R=6K / W12x14 [8] R=9KXj_ I W12x14 [8] R=6K (COORD. w/ I X% y -ELEV. MFR.) ! 1 N m ELEV. M cv W12x14 [8] R-6K ! \W1 4 x14 8 R I - �� [ ] =9K ; � � W12x14 [8] R=6K � 2 L0 M - 00 1*4 x �4' 0" (TOP) AT 16" O.G. MAX. N � ;1 J ­ ---- . ............C52 _ J W12x14 [8] R=9K- II I r- r S4.4 I , J W12x14 [8] R=9K n x j. I { -. - C52 12'-0" • 12'-8" - 12'-8" 3 2 34'-8" -- — S3.2 _ — LO ! 1 R=14K �J �111�1111..� 111� 9 .m m M 6@'-8" 2 3 3 1 1 ASa S3.1 Abe S3.2 Ae HATCH INDICATES METAL STUD WALL. REFER TO WALL LEGEND (513) AND METAL STUD WALL NOTES (513) FOR CONSTRUCTION (TYP.) W16x36 [18] R=15K HATCH INDICATES EXTERIOR MA50NRY WALL. REFER TO WALL LEGEND. HATCH INDICATES INTERIOR MASONRY WALL. REFER TO WALL LEGEND. W16x36 [18] R=15K W16x36 [18] R=15K INDICATES (2) *3 x 2'-6" DIAGONAL REINF. AT MID -DEPTH WHERE SHOWN. (TYP.) U.N.O. W16x36 [18] R=15K ., o W16x36 [18] R=15K W16x36 [18] R=15K *4 x 6'-@" (TOP) AT 16" O.G. MAX. OVER GIRDERS (TYP.) U.N.O. REFER TO 3/543. W16x36 [18] R=15K -10'—@II W16x36 [18] R=15K W16x36 [18] R=15K INDICATES MECH. LOUVER OPENING CONTRACTOR TO VERIFY MECH. OPENINGS WITH ARCH. AND MECH. NOTIFY ARCH./ENG. OF ANY DISCREPANCIES (TYP.) W16x36 [18] R=15K (3) VERT. REINF. AT CORNERS (TYP.) REFER TO 3/542. W16x36 [18] R=15K INDICATES VERT. REINF. ADJACENT t0 OPENINGS. REFER TO FILLED CELL SCHEDULE (TYP.) U.N.O. 14 0 Or is 4 Of W& an T56 (CONT.) 112'-0"1 ri • �• ♦ II 0 0 • ! I ,I I _ Y + cfl R W16x36 [18] R=15K N x GROUT ALL CELLS SOLID AT N STAIR TOWERS AND ELEVATOR SHAFTS (TYP.) U.N.O. W16x36 [18] R=15K PRE-ENGINEERED STEEL STAIRS/LANDINGS/TREAD (100 PSF LIVE LOAD) AND RAILINGS (50 PLF/2001_5 LIVE J 8 LOAD) 5Y CONTRACTOR'S S4.3 DELEGATE SPECIALTY ENGINEER COORDINATE w/ ARCH. W16x26 [14] R=13K LO 11 0 N LO LO x N �i G HE W16x26 [14] R=13K W16x26 [14] R=13K W16x26 [14] R=13K W16x26 [14] R=13K r_H 3 Q 0 m W16x36 [18] R=15K T55 112 -8 ]TYP.-FLOOR Y FOR BEAM 5RG. U.N.O. I REFER TO 5/543 AND 1/543 W16x36 [18] R=15K 3 Aft 0 i 0 N X N T54 112'-8"1 TYP.-FLOOR FOR DECK 5RG. U.N.C. REFER TO 4/543 � _ 2 S3.1 W16x36 [18] R=15K 2 A8c I - - I Aft �•N • • •• 6r 0 1 1 3 3 2 ASb 53.2 AgaS3.1 Abe 1 1 ASe S3.1 II I 29' -8" JNOIRTH UJINC-� 2ND FLOOfR FfRAl �INCi fi LAN SCALE: 3/16" - 1'-0" 0 G ]MOTES: I. REFER TO SHEETS 513 AND 523 FOR TYPICAL NOTES, SCHEDULES, AND LEGENDS. ALL WORK SI ALI_ COMPLY WITH PREVAILING, CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES K VIE=Vv UAI t C� CITY OF ZEPHYRHIL S PUNS EXAMINER <E"r fi L AN J o 0 REVISIONS BY 0 08.08.2018 REVI510N 3 ' �oo V m N Yeti _ u N in cI ccz v N C A. G• '" ocz C) V N Q�co anti ti a � a N . 1 1 a Hzw w�E- xz�a�a �o;tzo �aUa E pZ_Fv' 0 CQ z O� E. 44°° 0 ,`��O�O'E N S /y.''.'. N 46665 •. * ; J•.• ATE OF : 1 MOHAN ENGINEERING INC. Consulting Structurd En9 lam FL C.O.A. No. 7498 George E Mohan FL P.E. No. 46665 13051 W. ugh Aye., SuR. 102 • T—pa, FL 33626 Phone 813 475 5983•Fax (813) 699-8336 U 0 ' C M :3 0 m _J E W Q i7i -°o c U U �� o � U o ,�. LLI 0 a c > U N S 0 a- N Q 0 >. Q M -r- a N : z O o J ICJ L_ Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2*4