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37827 Eiland Blvd (3)
LEGEND ® LED EXIT SIGN TEMPORARY LED STRIP LIGHT FOR SHELL BUILDING TEMPORARY EMERGENCY LED STRIP LIGHT FOR SHELL BUILDING, BATTERY POWERED 0 KEY NOTES 1. PROVIDE EXIT LIGHTS AT EACH LOCATION. 2. PROVIDE STRIP LIGHTS FOR TEMPORARY LIGHTING THROUGHOUT THE SHELL SPACE. PROVIDE A MINIMUM OF 1 FOOT CANDLE AVERAGE THROUGHOUT THE ENTIRE SPACE. QUANTITIES AND LOCATIONS OF LIGHTS SHOWN ARE DIAGRAMMATIC. 3. PROVIDE TEMPORARY POWER SERVICE TO BUILDING TO POWER SHELL LIGHTING AND EXIT SIGNS. 4. PROVIDE EMERGENCY STRIP LIGHTS FOR TEMPORARY LIGHTING THROUGHOUT THE SHELL SPACE. EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM OF .1 FC AND AND AVERAGE OF 1 FOOT CANDLE ALONG THE PATH OF EGRESS. QUANTITIES AND LOCATIONS OF LIGHTS SHOWN ARE DIAGRAMMATIC. HAHN 3ME,W1E(GIV MECHANICAL & ELECTRICAL CONSULTING `-- C.O.A.#: 5653 3060 S. DALE MABRY TAMPA. FLORIDA 33629 Phone: 813.831.8599 Fax: 813.835.70467046 FILE NAME: 18029 Elec_Shell.dwg u0---'-- Uft8Af4*9'0ER4smp4m, dnc. $006 q avrh 0010 Orf ■tro" 336i? 893.03Z.5557 •x"02f60 PRBANoRDER.tampa, inc. Tneae plwl• •r• copyriplted wd w• a oWto .pyd9M pmbdJon m w %I*bak l i W&Y urdw a ton 102 of the cwfgM ad 17 uao.w mended D—bw 1990 wd bown ® erdibch- workt mpyngfe pmbehm ad of 19M The protedlon a luda W Is notllmlted to dw ovemll brm ae well as arrer rg Bnd co —ftn Or apacea and alemenb of the deign undnr uuch prd Uan, nnnAh,`,o,lo,l uee of ttrean {Anne, —* or none rapra—knJ. ran IogWy rerun n tna al4eadon of epnatrueton or W idarga using -1 andor onofo y mrnpMratbn to UR9/W RN WUm nc. i lood.a regttr.,lk)n M211(M124Mr ISSUE DATE 12/09/2019 REVISIONS n m m p W N N a Qom ti cO N J Q z U � E— z_ U � w =_ J � J N\\�L`�1'1 4 ,``�. tat, uj DATE: 12I09l2019 DRWN: J.D.E. CI IKD: J.J.H. SCALE: 1/8" = 1' SHEET NIJMBI-R E-S Zephyriii LEGEND ® LED EXIT SIGN TEMPORARY LED STRIP LIGHT FOR SHELL BUILDING TEMPORARY EMERGENCY LED STRIP LIGHT FOR SHELL BUILDING, BATTERY POWERED Q KEY NOTES 1. PROVIDE EXIT LIGHTS AT EACH LOCATION. 2. PROVIDE STRIP LIGHTS FOR TEMPORARY LIGHTING THROUGHOUT THE SHELL SPACE. PROVIDE A MINIMUM OF 1 FOOT CANDLE AVERAGE THROUGHOUT THE ENTIRE SPACE. QUANTITIES AND LOCATIONS OF LIGHTS SHOWN ARE DIAGRAMMATIC. 3. PROVIDE TEMPORARY POWER SERVICE TO BUILDING TO POWER SHELL LIGHTING AND EXIT SIGNS. 4. PROVIDE EMERGENCY STRIP LIGHTS FOR TEMPORARY LIGHTING THROUGHOUT THE SHELL SPACE. EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM OF .1 FC AND AND AVERAGE OF 1 FOOT CANDLE ALONG THE PATH OF EGRESS. QUANTITIES AND LOCATIONS OF LIGHTS SHOWN ARE DIAGRAMMATIC. MECHANICAL & ELECTRICAL CONSULTING 3060 S. DALE MABRY TAMPA, FLORIDA 33M Plans: 813.831.8599 Fax 813.835.7046 FLE NAME: 188288 S dd.p uampe 87RBAN*ft0 R.1=, Inc. WM eawtli.bee, straw! 33611 811.832.AS37 a82002400 PRBANoRDER.tampa, inc. ik11e pbi. N WpfdWd ad N aAMdb OOPJIb11 pmk.tr r r'W atlrl.alf .Wr ""cb"i tOt dtlr aoprq""oL 17usn r wwdWD"r"' l=wWk.NrNMIW. ..b owwot pmMrob Id of im. Tb" pibbabn b"""ubd Y"dbdwbM"w' "1 bem r"d rmrpm.".Nmnpo.lon of W. and r.iwibdM&A0�wdwaab ;mbdl, arb.tsdmdbmpbr,mkw barap1"b.b, mmply"Ab1.m.pr of wbdkbp"b mM d. m.eW7"aro.r- bLoombp em. "ba. Flab"uIll ""e"AMM2b"p. ISSUE DATE 12/09/2019 REVISIONS L Cu Cl) m L p .L -0 LJL c .. Cu Cl) CL W' N N � > N- W m N J Q U W 0 �- z_ U W = J � J W N ' �c,�i \ cl DATE:12/0912019 DRY: J.D.E. CHKD: J.J.H. SCALE: 1/8" =1' SHEET NUMBER E�S LEGEND ® LED EXIT SIGN TEMPORARY LED STRIP LIGHT FOR SHELL BUILDING ITEMPORARY EMERGENCY LED STRIP LIGHT FOR SHELL BUILDING, BATTERY POWERED 0 KEY NOTES 1. PROVIDE EXIT LIGHTS AT EACH LOCATION. 2. PROVIDE STRIP LIGHTS FOR TEMPORARY LIGHTING THROUGHOUT THE SHELL SPACE. PROVIDE A MINIMUM OF 1 FOOT CANDLE AVERAGE THROUGHOUT THE ENTIRE SPACE. QUANTITIES AND LOCATIONS OF LIGHTS SHOWN ARE DIAGRAMMATIC. 3. PROVIDE TEMPORARY POWER SERVICE TO BUILDING TO POWER SHELL LIGHTING AND EXIT SIGNS. 4. PROVIDE EMERGENCY STRIP LIGHTS FOR TEMPORARY LIGHTING THROUGHOUT THE SHELL SPACE. EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM OF .1 FC AND AND AVERAGE OF 1 FOOT CANDLE ALONG THE PATH OF EGRESS. QUANTITIES AND LOCATIONS OF LIGHTS SHOWN ARE DIAGRAMMATIC. MECHANICAL & ELECTRICAL CONSULTING C.O" 5m 3000 S. DALE MABRY TAMPA, FLORIDA 33629 Phone: 813.831.8699 Fez: 813.835.7046 FILE NAME: 180fk_Shd.dAq UItarnpa URRANoRDERJampe, 1 W06 South Whome &= 3361i 013.032.5557 •a20021!60 a ampa, Fn7C. Thm ph=tnaoppyrd wd ar.A}dn oaAN� potxaon • r ltaratd calf vtlr ram tOtder eappgtra 17u.rar ■tifidtd Otoretr 1dw etl wam r.drYatd rtl" oopyAdd pnndon rt d two. iM Pdtamudidn W YnoltdMbbaaa bnn r ra r rrpmrt aM aepaMdm d qts rd drwiY d er drV �uror tuah I--, un.ecemw ur dtumolmmw tr. nprwr4 m npYt ntuk n b of W Ion deartuam vtadtipt taq „nldnWa MWAY rmprtrmn UIwMnRD9Ntnpt na Pa Cl t- IAA2100M ISSUE DATE 12/09/2019 REVISIONS 0 ■ cu (n —> W L Q -0 LL cu (1) CL 8 — W' — N N � Q CO 0. > ti cn N J a U � a F— z W = � J •�\04�11���i • p a R ' % L'?n C� /'b!1!1�111 DATE: I2IOB/2019 DRWN: J.D.E. CHM: J.J.H. SCALE: 1l8" = l' SHEET NUMBER E-S UPDATED 11 /02/2020 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE Z CITY OF ZEPHYRHILLS PLAN EXAMINER—�� CONSTRUCTION PLANS FOR VA CLINIC Eiland Blvd. Zephyrhills, Florida S1.1 LOW FRAMING PLAN S1.2 HIGH FRAMING PLAN S2.0 SECTION S2.1 SECTION S2.2 SECTION S2.3 SECTION STRUCTURAL DETAILS 53.0 _ S3.1 STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS _ S3.2 S3.3 _STRUCTURAL FABRICATION DETAILS_ _S4.0 _ S4.1 STRUCTURAL FABRICATION DETAILS S4.2 STRUCTURAL FABRICATION DETAILS AREA TABULATION GROSS INTERIOR AREA 14,780 SO FT LOBBY AREA 1,163 SO FT NET BUSINESS AREA 13,617 SO FT OCCUPANT LOAD BUSINESS AREA 13,617 SOFT/ 100 = 137 LOBBY AREA 1,163 SO FT / 15 = 78 TOTAL OCCUPANT LOAD 215 LAYOUT PAGE TABLE LABEL TITLE DESCRIPTION COMMENTS A-1 A ABBREVIATIONS A-2 SITE PLAN REFERENCE SEE CIVIL PLANS A-3 FLOOR PLAN ROOM NUMBERS AND AREA USAGE A-4 DIMENSIONS & NOTES PLAN A-5 ROOM FINISH SCHEDULE A-6 DOOR SCHEDULE A-7 DOOR HARDWARE A-8 WALL TYPE PLAN A-9 WALL TYPES A-10 ELEVATIONS A-11 BUILDING SECTIONS A-12 FOUNDATION PLAN A-13 FIRST FLOOR FRAMING PLAN A-14 HIGH ROOF FRAMING PLAN A-15 STRUCTURAL DETAILS A-16 ADA DETAILS A-17 WALL SECTIONS & NOTES A-18 LGF FRAMING DETAILS A-19 FRAMING DETAILS A-20 DOOR ATTACHMENT DETAILS A-21 ROOM ELEVATIONS & PRODUCT APPROVALS A-22 ROOM ELEVATIONS A-23 REFLECTED CEILING PLAN A-24 LIFE SAFETY PLAN A-25 STRUCTURAL NOTES A-26 ROOFING DETAILS A-27 ROOFING DETAILS A-28 ROOFING DETAILS A-29 BUILDING ENTRY AREA A-30 ENTRY VIEWS R1 R2 R3 ROOM EQUIPMENT LAYOUTS ROOM EQUIPMENT LAYOUTS ROOM EQUIPMENT LAYOUTS ROOM- EQUIPMENT LAYOUTS ROOM EQUIPMENT LAYOUTS ROOM EQUIPMENT LAYOUTS ROOM EQUIPMENT LAYOUTS _ CEILING LIFT INSTALLATION INSTRUCTIONS CEILING LIFT INSTALLATION INSTRUCTIONS_ MECHANICAL ELECTRICAL PLUMBING STRUCTURALPLANS R4 R5 _ R6 R7 R9 R10 MEP S THIS PLAN SHALL MEET ALL ENERGY REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017 6th Addition BUILDING CODE SUMMARY THESE PLANS HAVE BEEN PREPARED TO MEET THE MINIMUM REQUIREMENTS ESTABLISHED BY: BUILDING CODE: FLORIDA BUILDING CODE 6th ADDITION 2017 OSHA STANDARDS Reference to Standards: ACI- American Concrete Institute ASTM- American Society for Testing Materials NEC- National Electric Code U.L.- Underwriter=s Laboratories, Inc. CRSI- Concrete Reinforcing Steel Institute BUILDING DATA Building Height: 21' Building Type: 213 Sprinkled Occupancy: Business w/ assembly (Waiting Room) No. of Stories: 1 Gross Area: (SEE TABLES) • Florida Building Code 6th Edition (2017) - Building • Florida Building Code 6th Edition (2017) - Accessibility • Florida Building Code 6th Edition (2017) - Test Protocols • Florida Building Code 6th Edition (2017) - Mechanical • Florida Building Code 6th Edition (2017) - Plumbing • Florida Building Code 6th Edition (2017) - Fuel Gas • Florida Fire Prevention Code • (NFPA 101, NFPA 1, FL 44 RULES, FSS 633) • NFPA 72 Fire Alarm Code • NFPA 13 Fire Sprinkler Code • NATIONAL CODES: • NFPA 70 NATIONAL ELECTRICAL CODE • UL Standard 181 (2005) • ASTM E 96 (2013) • ASCE 7 (2010)— with Errata dated January 11, 2011 • ANSI/AHSRAE/ASHE Standard 170 (2013) • UL Standard 1069 7th Edition (2007) Building Codes and Standards for Leasing The building will be designed, constructed and maintained in accordance with the most current version of the codes and standards at time of award: • All applicable State and Local Building Codes • The Joint Commission • The Facility Guidelines Institute Guidelines for Design and Construction of Health Care Facilities • NFPA 99: Health Care Facilities Code • Architectural Barriers Act Accessibility Standards (ABAAS)ln the absence of a State or Local Fire Code - NFPA 101: Life Safety Code • VA PG 18-14: Room Finishes, Door & Hardware Schedule — used to define room finish materials, door sizes and types and hardware functionality. References to VA specifications need not be followed. • VA Signage Design Guide U0 ltampa URBANoRDER.tampa, Inc. 5006 south elberon streot 33611 813.832.5557 HA2002460 URBAMRDER.tampa, inc. Thew plane are copyrighted and are subject to copyright protection as an "amhitwund work" under eectim 102 cd the cupyrlgM act 17 u. eA. ae amended Decnmhet 1990 and known as arifilaclural wales copyrglh: pro:sctan ac: of 1990 The protector includes but a oct Lmdeo to the overall ion as well as arrangement and co nposuon of spaces and elamanls of IN designunder ouch protec.Iido, unauthorized use; of lhuw plans, work a home represented. con legalty resull in IN cossatbn of cdnatruclon or buildings being w¢ed andlor —bay compalsation to UR9AWDERItempe inc , Florida m.gerroo. AA26002460 ISSUE DATE 05/15/2019 REVISIONS N d' L0 CM CM U -0 Z En O U 3 Q Cn W 'F N N W W W 0 0 JOE TOPH FL.,REG AR10095 DATE. 1111912020 DRWN CHKD. SCALE. SHEETNUMBER Aml VAzhills 11/1912020 11:27.58 AM UPDATED 11/02/2020 A LABEL CLASS A DOOR CBB CEMENTITIOUS (BACKER) BOARD DSGN DESIGN GA GAGE OR GYPSUM ASSOCIATION LINO LINOLEUM ORCI OWNER FURNISHED/CONTRACTOR REQ REQUIRE TCP TELEPHONE CONTROL PANEL 0 A/C AIR CONDITION CC CUBIC CENTIMETER DW DISHWASHER GAL GALLON LIQ LIQUID INSTALLED REQD REQUIRED TEMPERATURE CONTROL PANEL; A/C UNIT AIR CONDITIONING UNIT CCTV CLOSED CIRCUIT TELEVISION DWG DRAWING GALV GALVANIC OR GALVANIZED LKR LOCKER OFD OVERFLOW DRAIN RESIL RESILIENT TRAFFIC CONTROL PLAN A/E ARCHITECT/ENGINEER CCW COUNTERCLOCKWISE DWTR DUMBWAITER GALV STL GALVANIZED STEEL LKR RM LOCKER ROOM OFF OFFICE RET RETURN TD TOWEL DISPENSER AAMA AMERICAN ARCHITECTURAL MANUFACTURERS CD CONSTRUCTION DOCUMENTS OR CONTRACT GB GRAB BAR LKWASH LOCKWASHER OF/01 OWNER FURNISHED/OWNER INSTALLED REV REVISION TECH TECHNICAL ASSOCIATION DOCUMENTS E EAST GC GENERAL CONTRACTOR LL LEAD LINED OH OVERHANG RF RADIO FREQUENCY TEL TELEPHONE AB ANCHOR BOLT CEM CEMENT E LABEL CLASS E DOOR GD GUARD LLH LONG LEG HORIZONTAL OH DR OVERHEAD (COILING) DOOR RFG ROOFING TEMP TEMPERATURE OR TEMPORARY ABC AGGREGATE BASE COURSE CEM PLAS CEMENT PLASTER EA EACH GDR GUARD RAIL LLV LONG LEG VERTICAL OPH OPPOSITE HAND RFI REQUEST FOR INFORMATION TER TERRAZZO AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE CER CERAMIC EFF EFFICIENCY GEN GENERAL OR GENERATOR LMST LIMESTONE OPNG OPENING RFP REQUEST FOR PROPOSAL THD THREAD 0 ACI AMERICAN CONCRETE INSTITUTE CF CONTRACTOR FURNISHED EFS EXTERIOR FINISH SYSTEM GFRC GLASS -FIBER -REINFORCED CONCRETE LNDSCP LANDSCAPE OPP OPPOSITE RH RIGHT HAND THERM THERMAL U ACS DR ACCESS DOOR CF/CI CONTRACTOR FURNISHED/CONTRACTOR EIFS EXTERIOR INSULATION AND FINISH SYSTEM GFRG GLASS -FIBER -REINFORCED GYPSUM LR LIVING ROOM OPR OPERABLE RHMS ROUND HEAD MACHINE SCREW THK THICKNESS /tamps ACS FLR ACCESS FLOOR INSTALLED EJ EXPANSION JOINT GFRP GLASS -FIBER -REINFORCED PLASTIC LRG LARGE OPT OPTIONAL RHR RIGHT HAND REVERSE THRES THRESHOLD URBAW south etampa, street 5008 south elhsron strost 53617 ACS PNL ACCESS PANEL CF/01 CONTRACTOR FURNISHED/OWNER INSTALLED EL ELEVATION GI GALVANIZED IRON LRV LOUVERED ROOF VENT OR OPERATING ROOM OR OUTSIDE RADIUS RHWS ROUND HEAD WOOD SCREW THRU THROUGH 91•f%2005557 aY00245U ACST ACOUSTIC CFLG COUNTER FLASHING ELAST ELASTOMERIC GL GLASS LS LUMP SUM ORD ORDNANCE OR OVERFLOW ROOF DRAIN RL ROOF LEADER THRUOUT THROUGHOUT ACT ACOUSTICAL CEILING TILE CFM CUBIC FEET PER MINUTE ELEC ELECTRIC GL BLK GLASS BLOCK LT LIGHT ORG ORGANIC RLG RAILING TK BD TACK BOARD URBANoRDER.tam a Inc. AD AREA DRAIN CFMF COLD -FORMED METAL FRAMING ELEC DR OP ELECTRIC DOOR OPENER GLU LAM GLUED LAMINATED WOOD LT GA LIGHT GAGE ORIG ORIGINAL RM ROOM TMPD TEMPERED 1tNee MaM am �>,�� e�d �e e"gad `�"'°°� aean�a�al"U...' "�a section 102 0l On copyrfpN au 17 u.n oas ADA AMERICANS WITH DISABILITIES ACT CFS CUBIC FEET PER SECOND ELEV ELEVATOR GR FL GROUND FLOOR LT WT LIGHTWEIGHT ORN ORNAMENTAL RND ROUND TMPD GL TEMPERED GLASS la—t as. anft"d),Be"�r'��archriaemt xoAe oopyripltt prdecdai act of 1980. me ADC AUTOMATIC DOOR CLOSER CG CENTER OF GRAVITY OR CORNER GUARD EMER EMERGENCY GRAN GRANITE LTG LIGHTING OSHA OCCUPATIONAL SAFETY AND HEALTH RO ROUGH OPENING TN TRUE NORTH piotaclion kidudec Out is Ignited to the o,mmll fom 6 and aearmngennntandn. and lbnol apersa and aWtnenle of ate tlesipn. antler such ADDL ADDITIONAL CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS EMER SHR EMERGENCY SHOWER GRTG GRATING LTNG LIGHTNING ADMINISTRATION ROW RIGHT OF WAY TO TOP OF pn7aG10n."n8"1d.—I UN Of rheas p erw, 3 son» �. � IegsPy mauA h d,. �� ADDN ADDITION CH BD CHALKBOARD ENCL ENCLOSURE GSB GYPSUM SHEATHING BOARD LVD LOUVERED OUT OUTLET RPM REVOLUTIONS PER MINUTE TO FDN TOP OF FOUNDATION d mretrucUm or WOO Eemq OM mft monebry cpnpat AAA URBANaRDERAempea Fpritle ragimation A42fi00ta60. ADH ADHESIVE CHEM CHEMICAL ENGR ENGINEER GSM GALVANIZED SHEET METAL LVR LOUVER OZ OUNCE RS ROUGH SAWN TOB TOP OF BEAM ADJ ADJACENT, ADJOINING, OR ADJUSTABLE CHFR CHAMFER ENVIR ENVIRONMENT GSU GLAZED STRUCTURAL UNIT LWC LIGHTWEIGHT CONCRETE RT RIGHT TOM TOP OF MASONRY ADMIN ADMINISTRATION CHK CHECK EPA ENVIRONMENTAL PROTECTION AGENCY GT GROUT LWIC LIGHTWEIGHT INSULATING CONCRETE PAR PARALLEL OR PARAPET RV ROOF VENT TOP TOP OF PARAPET ISSUE DATE ADB AUTOMATIC DOOR BOTTOM CI CAST IRON EPDM ETHYLENE PROPYLENE DIENE MONOMER GUAR GUARANTEE LYR LAYER PARA PARAGRAPH RVS REVERSE TOS TOP OF STEEL 05/15/2019 AFC ABOVE FINISHED COUNTER CIP CAST -IN -PLACE EPO EMERGENCY POWER OFF GUT GUTTER PART PARTIAL RWD REDWOOD TOW TOP OF WALL REVISIONS AFF ABOVE FINISHED FLOOR CIR CIRCLE EPS EXPANDED POLYSTYRENE BOARD (INSULATION) GYP GYPSUM MACH MACHINE PAT PATTERN RWL RAIN WATER LEADER TPD TOILET PAPER DISPENSER AFG ABOVE FINISHED GRADE CIRC CIRCULAR EQ EQUAL GYP BD GYPSUM BOARD MACH RM MACHINE ROOM PB PUSHBUTTON TPH TOILET PAPER HOLDER AFS ABOVE FINISHED SLAB CJ CONSTRUCTION JOINT OR CONTROL JOINT EQL SP EQUALLY SPACED GYP PLAS GYPSUM PLASTER MAINT MAINTENANCE PBD PARTICLEBOARD SA SUPPLY AIR TR TOWEL RACK AGA AMERICAN GAS ASSOCIATION CL CENTER LINE EQUIP EQUIPMENT MAN MANUAL PC PIECE, POLYCARBONATE OR PORTLAND SALV SALVAGE TRANS TRANSOM AGC ASSOCIATED GENERAL CONTRACTORS CLDG CLADDING EQUIV EQUIVALENT H HIGH MATL MATERIAL CEMENT SAMP SAMPLE TRANS WD FIN TRANSPARENT WOOD FINISH AGGR AGGREGATE CLG CEILING ERD EXISTING ROOF DRAIN H PLAM HIGH PRESSURE PLASTIC LAMINATE MAN MASTER ANTENNA TELEVISION SYSTEM FICA PORTLAND CEMENT ASSOCIATION SAN SANITARY TRTD TREATED AHJ AUTHORITY HAVING JURISDICTION CLG HT CEILING HEIGHT ESC ESCAPE OR ESCUTCHEON HAZ MAT HAZARDOUS MATERIALS MAX MAXIMUM PCC PRECAST CONCRETE SAT SUSPENDED ACOUSTICAL TILE TS TENSILE STRENGTH OR TUBE STEEL AHR ANCHOR CLR CLEAR ESCAL ESCALATOR HB HOSE BIBB MB MACHINE BOLT PCCP CONCRETE PAVEMENT SATC SUSPENDED ACOUSTICAL TILE CEILING TSTAT THERMOSTAT AHU AIR HANDLING UNIT cm2 SQUARE CENTIMETER ESMT EASEMENT HC HOLLOW CORE MCB METAL CORNER BEAD PCD PAPER CUP DISPENSER SB SPLASH BLOCK TV TELEVISION AIA AMERICAN INSTITUTE OF ARCHITECTS cm, CUBIC CENTIMETER ESP ESPECIALLY HCWD HOLLOW CORE WOOD DOOR MD DECK PCF POUNDS PER CUBIC FOOT SBS STYRENE BUTADIENE STYRENE TYP TYPICAL AISC AMERICAN INSTITUTE OF STEEL CM CONSTRUCTION MANAGEMENT EST ESTIMATE HDBD HARDBOARD ME MECHANICAL ENGINEER PCP PORTLAND CEMENT PLASTER SBSTR SUBSTRATE CONSTRUCTION CMU CONCRETE MASONRY UNIT ETC AND SO FORTH OR ETCETERA HDNR HARDENER MEAS MEASURE PED PEDESTAL SC SHADING COEFFICIENT OR SOLID CORE U HEAT TRANSFER COEFFICIENT ALT ALTERNATE CNR CORNER EW EACH WAY HDO HIGH DENSITY OVERLAY MECH MECHANICAL PEN PENETRATE SCH SCHOOL UC UNDERCUT ALT NO ALTERNATE NUMBER CNTR COUNTER EWC ELECTRIC WATER COOLER HDR HEADER MECH RM MECHANICAL ROOM PEND PENDANT SCHED SCHEDULE UCD UNDERCUT DOOR ALUM ALUMINUM CO CARBON MONOXIDE, CERTIFICATE OF EWS EYE WASH STATION HDW HARDWARE MED MEDICAL MEDIUM PERF PERFORATED SCHEM SCHEMATIC UGND UNDERGROUND AMP AMPERE OCCUPANCY, CLEANOUT, OR COMPANY EXH EXHAUST HDWD HARDWOOD MED MEDIUM MEDICAL PERIM PERIMETER SCP SCUPPER UL UNDERWRITERS LABORATORIES AMT AMOUNT CO2 CARBON DIOXIDE EXIST EXISTING HEPA HIGH EFFICIENCY PARTICULATE AIR MEK METHYL ETHYL KETONE PERP PERPENDICULAR SCRN SCREEN ULT ULTIMATE ANOD ANODIZE COL COLUMN EXP EXPANSION OR EXPOSED (FILTER) MEL MELAMINE PGBD PEGBOARD SCT STRUCTURAL CLAY TILE UNFIN UNFINISHED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE COM COMMON EXP BT EXPANSION BOLT HEX HEXAGON MEMB MEMBRANE PHAR PHARMACY SCWD SOLID CORE WOOD DOOR UON UNLESS OTHERWISE NOTED ANT ANTENNA COMB COMBINATION, COMBINED EXST GR EXISTING GRADE HF HIGH FREQUENCY MEMO MEMORANDUM PHOTO PHOTOGRAPH SD SHOP DRAWINGS, SMOKE DETECTOR, UPS UNINTERRUPTIBLE POWER SUPPLY APA AMERICAN PLYWOOD ASSOCIATION COMM COMMUNICATION EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER HGR HANGER MEZZ MEZZANINE PHS PHILLIPS HEAD SCREW OR SOAP DISPENSER; UR URINAL APPD APPROVED COMP COMPONENT EXT GR EXTERIOR GRADE HM HECTOMETER MF MILL FINISH PKG PACKAGE SDG SIDING UTIL UTILITY APPROX APPROXIMATE HM HOLLOW METAL MFD MANUFACTURED PL PROPERTY LINE SECT SECTION UV ULTRAVIOLET APT APARTMENT CONC CONCRETE F FAHRENHEIT OR FEMALE HMD HOLLOW METAL DOOR MFG MANUFACTURING PL GL PLATE GLASS SEG SEGMENT AR AS REQUIRED CONC FLR CONCRETE FLOOR FA FIRE ALARM HMDF HOLLOW METAL DOOR AND FRAME MFR MANUFACTURER PLAM PLASTIC LAMINATE SEL SELECT V VOLT N ARCH ARCHITECT COND CONDENSER OR CONDITION FAB FABRIC HMF HOLLOW METAL FRAME MFR REC MANUFACTURER'S RECOMMENDATION PLAS PLASTER OR PLASTIC SEP SEPARATE VAC VACUUM llqr ASB ASBESTOS CONF CONFERENCE FAC FACTOR HNDRL HANDRAIL MGT MANAGEMENT PLBG PLUMBING SF SQUARE FOOT (FEET) VAR VARIES LO ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION CONN CONNECT FACIL FACILITY HO HOLD OPEN MH MANHOLE PLYWD PLYWOOD SFTWD SOFTWOOD VCT VINYL COMPOSITION TILE VITRIFIED ASKLR AUTOMATIC SPRINKLER CONSTR CONSTRUCTION FAS FASCIA HORIZ HORIZONTAL MIC MICROPHONE PMTL PAINTED METAL SGD SLIDING GLASS DOOR CLAY TILE CM ASPH ASPHALT CONT CONTINUE FAS BD FASCIA BOARD HOSP HOSPITAL MID MIDDLE PNEU PNEUMATIC SGL SINGLE VEH VEHICLE V -.0 CU ASSN ASSOCIATION CONTR CONTRACTOR FCO FLOOR CLEANOUT HP HIGH PRESSURE OR HORSEPOWER MIL STD MILITARY STANDARD PNL PANEL SHR SHOWER VENT VENTILATION ASTM AMERICAN SOCIETY FOR TESTING AND COORD COORDINATE FCTY FACTORY HQ HEADQUARTERS MIN MINIMUM MINUTE PO POST OFFICE PURCHASE ORDER SHR HD SHOWER HEAD VERT VERTICAL Z MATERIALS CORR CORRIDOR FD FLOOR DRAIN HS HEAT -STRENGTHENED (GLASS) OR HIGH MIN MINUTE MINIMUM PO PURCHASE ORDER POST OFFICE SHRD SHOWER DRAIN VEST VESTIBULE ATCH ATTACHMENT CPM CRITICAL PATH METHOD FDC FIRE DEPARTMENT CONNECTION STRENGTH MIRR MIRROR POLY POLYETHYLENE (PLASTIC) SHT SHEET VFAT VINYL FACED ACOUSTICAL TILE L0 V ATM AUTOMATIC TELLER MACHINE CPRS COMPRESSIBLE FDTN FOUNDATION HSE HOUSE MISC MISCELLANEOUS PR PAIR SHT MTL FLASH SHEET METAL (FLASHING) VIC VICINITY �_ ATS AUTOMATIC TRANSFER SWITCH CPT CARPET FE FIRE EXTINGUISHER HSKPG HOUSEKEEPING MIT MITER PRCST PRECAST SHTHG SHEATHING VID VIDEO Q AUTO AUTOMATIC CRS COLD ROLLED STEEL FEC FIRE EXTINGUISHER CABINET HST HOIST MKR MARKER PREFAB PREFABRICATE SHV SHELVING VIF VERIFY IN FIELD W AUX AUXILIARY CRSI CONCRETE REINFORCING STEEL INSTITUTE FF FINISH FACE HT HEIGHT ML METAL LATH PREFIN PREFINISHED SIM SIMILAR VNR VENEER AV AUDIO VISUAL CSB CONCRETE SPLASH BLOCK FF EL FINISH FLOOR ELEVATION HVAC HEATING, VENTILATING, AND AIR MLDG MOLDING (MOULDING) PRELIM PRELIMINARY Si SCORED JOINT VOC VOLATILE ORGANIC COMPOUND C_ AVE AVENUE CSG CASING FF&E FURNITURE, FIXTURE, AND EQUIPMENT CONDITIONING MLWK MILLWORK PREP PREPARATION SJI STEEL JOIST INSTITUTE VOL VOLUME Q AVG AVERAGE CSI CONSTRUCTION SPECIFICATIONS INSTITUTE FH FLAT HEAD OR FLAT HEAD SCREWS HVY HEAVY mm MILLIMETER PRESS PRESSURE SK SKETCH VOLT VOLTAGE N AW ACID WASTE CSK COUNTER SUNK FHC FIRE HOSE CABINET HW HOT WATER MO MASONRY OPENING OR MOTOR OPERATED PREV PREVIOUS SKLT SKYLIGHT VP VENEER PLASTER N AWI ARCHITECTURAL WOODWORKING CSMT CASEMENT FHMS FLAT HEAD MACHINE SCREW HYD HYDRANT MOD MODEL, MODIFY OR MODULE PRKG PARKING SLD WDW HORIZONTAL SLIDING WINDOW VR VAPOR RETARDER INSTITUTE CSWK CASEWORK FHP FULL HEIGHT PARTITION HYDR HYDRAULIC MOD BIT MODIFIED BITUMEN PRMLD PREMOLDED SLDG SLIDING VTR VENT THROUGH ROOF AWPA AMERICAN WOOD PRESERVERS' CT CERAMIC TILE FHWS FLAT HEAD WOOD SCREW MON MONITOR PROJ PROJECT SLNT SEALANT VWC VINYL WALL COVERING ASSOCIATION CTB CERAMIC TILE BASE FIG FIGURE I INTERSTATE (HIGHWAY) OR MOMENT MOPR MOP RACK PROP PROPERTY SM SHEET METAL VWF VINYL WALL FABRIC AWS AMERICAN WELDING SOCIETY CTF CERAMIC TILE FLOOR FIL FILLET OF INERTIA MR MOISTURE RESISTANT PSF POUNDS PER SQUARE FOOT SMK SMOKE AWT ACOUSTICAL WALL TREATMENT CTG COATING FIN FINISH IAQ INDOOR AIR QUALITY MS MACHINE SCREW OR MOP SINK PSI POUNDS PER SQUARE INCH SND SANITARY NAPKIN DISPENSER W WIDE OR WEST CTR CENTER CONTOUR FIN FLR FINISH FLOOR IBC INTERNATIONAL BUILDING CODE MTD MOUNTED PT PAINT, PNEUMATIC TUBE, OR PRESSURE SND INS SOUND INSULATION W/ WITH B LABEL CLASS B DOOR CTRL CONTROL FIN GR FINISH GRADE ID IDENTIFICATION, INSIDE DIAMETER, OR MTG MOUNTING TREATED SNDU SANITARY NAPKIN DISPOSAL UNIT W/0 WITHOUT B PL BASE PLATE CTV CABLE TELEVISION FIN WD FINISH WOOD INTERIOR DESIGN MTL METAL PTD PAPER TOWEL DISPENSER SPEC SPECIFICATION WARR WARRANTY BALC BALCONY CU COPPER C FIXT FIXTURE ID NO IDENTIFICATION NUMBER MULL MULLION PTN PARTITION SPKLR SPRINKLER WBL WOOD BLOCKING BAT BATTEN CU FT CUBIC FEET FL FLOOR LINE ILLUM ILLUMINATION MW MICROWAVE PVC POLYVINYL CHLORIDE (PLASTIC) SPKR SPEAKER WC WALL COVERING OR WATER CLOSET BB BULLETIN BOARD CU IN CUBIC INCH FLASH FLASHING INCL INCLUDED MWP MEMBRANE WATERPROOFING PVG PAVING SPLY SUPPLY WC WL HNG WATER CLOSET, WALL HUNG BD BOARD CU YD CUBIC YARD FLDG FOLDING IND INDEPENDENT OR INDUSTRIAL PWR POWER SQ SQUARE WCHR WATER CHILLER BD FT BOARD FEET (FOOT) CURT CURTAIN FLEX FLEXIBLE INFO INFORMATION N NORTH SQ IN SQUARE INCH WCL WL MTD WATER COOLER, WALL HUNG co BEV BEVEL CYL CYLINDER FLG FLOORING INSUL INSULATION NA NOT APPLICABLE QA QUALITY ASSURANCE SQ YD SQUARE YARD WD WOOD Z BHMA BUILDER'S HARDWARE MANUFACTURER'S CYL L CYLINDER LOCK FLR FLOOR INT INTERIOR NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL QC QUALITY CONTROL SS SANITARY SEWER OR SERVICE SINK WDW WINDOW O ASSOCIATION FLR FIN FLOOR FINISH INTERCOM INTERCOMMUNICATION METAL MANUFACTURERS QRY QUARRY SST STAINLESS STEEL WF WIDE FLANGE BI FLD DR BIFOLD DOORS D DEPTH OR PENNY (NAIL) FLR SK FLOOR SINK INTL INTERNATIONAL NAT NATURAL QT QUARRY TILE ST STAIRS OR STREET WFAB WALL FABRIC F— BITUM BITUMINOUS D LABEL CLASS D DOOR FLUOR FLUORESCENT IRMA INVERTED ROOF MEMBRANE ASSEMBLY NATL NATIONAL QTB QUARRY TILE BASE STC SOUND TRANSMISSION CLASS WFR WOOD FRAME Q BKG BACKING DAT DATUM FLUOR FIX FLUORESCENT FIXTURE IWH INSTANTANEOUS WATER HEATER NC NOISE CRITERIA QTF QUARRY TILE FLOOR STD STANDARD WFS WOOD FURRING STRIPS BLD BUILD DB DECIBEL FM FACTORY MUTUAL NCOMBL NONCOMBUSTIBLE QTR QUARTER STIF STIFFENER WH WATER HEATER Usti!BLDG BUILDING DBL DOUBLE FM-G FACTORY MUTUAL GLOBAL JAN JANITOR NEC NATIONAL ELECTRICAL CODE QTY QUANTITY STL JST STEEL JOIST WHSE WAREHOUSE 00 BLKT BLANKET DBL GLZ DOUBLE GLAZE FO FINISHED OPENING J-BOX JUNCTION BOX NEG NEGATIVE QUAD QUADRANT STL LNTL STEEL LINTEL WLD WELDED m BLVD BOULEVARD DC DIRECT CURRENT FOC FACE OF CONCRETE OR FACE OF CURB NEMA NATIONAL ELECTRICAL MANUFACTURERS QUAL QUALITY STL PL STEEL PLATE WM WIRE MESH BM BEAM OR BENCHMARK DEG DEGREE FOF FACE OF FINISH KD KILN DRIED OR KNOCKED DOWN ASSOCIATION STL RF DK STEEL ROOF DECK WP WATERPROOFING Q BOT BOTTOM DEL DELETE FOM FACE OF MASONRY KIT KITCHEN NEUT NEUTRAL R RADIUS OR RISER STL TB STEEL TUBE WPD WATER PRESSURE DROP BR BEDROOM DEMO DEMOLITION FOS FACE OF SLAB OR FACE OF STUD KO KNOCKOUT NFC NATIONAL FIRE CODE RA RETURN AIR STL TR STEEL TRUSS WPM WATERPROOF MEMBRANE BRCG BRACING DEPT DEPARTMENT FOUNT FOUNTAIN KPL KICKPLATE NFPA NATIONAL FIRE PROTECTION ASSOCIATION RAD RADIATOR STNLS STAINLESS WR WEATHER RESISTANT BRDG BRIDGING DET DETAIL FOW FACE OF WALL NIC NOT IN CONTRACT RB RESILIENT BASE OR RUBBER BASE STOR STORAGE WS WEATHERSTRIP BRDG JST BRIDGING JOIST DF DRINKING FOUNTAIN FP FIRE PROTECTION OR FIREPROOF L ANGLE NO NUMBER RB HK ROBE HOOK STR STRINGERS WSCT WAINSCOT BRG BEARING DIA DIAMETER FPM FEET PER MINUTE LAB LABORATORY NOM NOMINAL RBM REINFORCED BRICK MASONRY STRUCT STRUCTURAL WT WEIGHT BRG PL BEARING PLATE DIAG DIAGONAL DIAGRAM FPS FEET PER SECOND LAD LADDER NR NOISE REDUCTION RBR 'RUBBER STRUCT STL STRUCTURAL STEEL WWF WELDED WIRE FABRIC JOETOPH BRKT BRACKET DIAG DIAGRAM DIAGONAL FR FIRE RATING, FIRE RESISTANT, OR FRAME LAM LAMINATE NRC NOISE REDUCTION COEFFICIENT RC REMOTE CONTROL SUB SUBSTITUTE FL.,REG. ARi 0095 BRZ BRONZE DIFF DIFFERENCE OR DIFFUSER FR SNK FLUSHING RIM SINK LAM GL LAMINATED GLASS NRCA NATIONAL ROOFING CONTRACTORS RCP REFLECTED CEILING PLAN SURF SURFACE X BRACE CROSS BRACE BSMT BASEMENT DIM DIMENSION FREQ FREQUENCY LAU LAUNDRY ASSOCIATION RCVR RECEIVER SUSP SUSPEND XPS EXTRUDED POLYSTYRENE BOARD BTWN BETWEEN DIR DIRECTION FRMG FRAMING LAV LAVATORY NRP NON -REMOVABLE RD ROAD OR ROOF DRAIN SUSP CLG SUSPENDED CEILING (INSULATION) DATE:11119/2020 BU BUSHEL DISP DISPENSER FRP FIBER REINFORCED POLYESTER OR LBR LUMBER NS NARROW STILE REC RECESSED SV SHEET VINYL BUR BUILT-UP ROOFING DIST DISTANCE FIBERGLASS REINFORCED PLASTIC LEIS POUND NUM NUMERAL RECD RECEIVED SW SWITCH YD YARD DRWN: DIV DIVIDE OR DIVISION FRZ FREEZER LD BRG LOAD -BEARING RECPT RECEPTACLE SWDR SWING DOOR YR YEAR C CELSIUS CHANNEL DL DEAD LOAD FS FEDERAL SPECIFICATION LDR LEADER 0/0 OUT TO OUT RECT RECTANGLE SYM SYMBOL CHKD. C CHANNEL CELSIUS DOC DOCUMENT FSTNR FASTENER LED LIGHT EMITTING DIODE 0 OXYGEN REF REFERENCE OR REFRIGERATOR SYNTH SYNTHETIC SCALE: C CONC CAST CONCRETE DOUG FIR DOUGLAS FIR FT FEET OR FOOT LF LINEAR FEET (FOOT) OA OUTSIDE AIR OR OVERALL REFR REFRACTORY REFRIGERATION SYS SYSTEM C LABEL CLASS C DOOR DOZ DOZEN FTG FOOTING LH LEFT HAND OC ON CENTER REFR REFRIGERATION REFRACTORY T TREAD C TO C CENTER TO CENTER DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE FURG FURRING LHR LEFT HAND REVERSE OCC OCCUPY REG REGISTER T&G TONGUE AND GROOVE CAB CABINET DR CL DOOR CLOSER FURN FURNISH OR FURNITURE LHR LEFT HAND REVERSE LATENT HEAT RATIO OCT OCTAGON REINF REINFORCE T&M TIME AND MATERIALS CAC CEILING ATTENUATION CLASS DR FR DOOR FRAME FLIT FUTURE LIB LIBRARY OD OUTSIDE DIAMETER OUTSIDE DIMENSION REP REPAIR TB THROUGH BOLT OR TOWEL BAR SHEEfNUMBER CB CATCH BASIN OR CORNER BEAD DR OPNG DOOR OPENING FWC FABRIC WALL COVERING LIN LINEAR OD OUTSIDE DIMENSION OUTSIDE DIAMETER REPL REPLACE TCA TILE COUNCIL OF AMERICA DS DOWNSPOUT Amla VA hill. 1111AM09A 11 97 6A AAA UPDATED 11/02/2020 MATCH LINE - SEE SHEET C-09 EX. TREE TO BE SAVED (SEE L-1.10 - TREE R MOVAL PLAN) 1! 170' VA MEDICAL BUILDING 0 15,044 SF (FFE. 90.4) N (I MATCH LINE - SEE SHEET C-10 58" t / IDEWALK CONNE4:r- -.- ter. e� SIDEWALK TO BE / FLUSH W/ PAVEMENT YP)� 7 OUTDOOR SEATING 148.44' LOADING / UNLOADING AREA U X 12' BIKE RACK PAD SIDEWALK TO BE FLUSH W/ PAVEMENT (BIKE RACKS BY OTHERS) WHEEL STOP (TYP) zo SIDEWALK PER FDOT INDEX N 522-001 & 522-002 (TYP) N K TO B 3' CURB FL S W/ P EMEN � TRA 9' 2' WIDE STOP BAR & SIDEWALK TO BE FLUSH W/ PAVEMENT Slop STOP SIGN (R1-1) + v CURB RAMP TYPE .- �110" 'CR-G' PER INDEX 304 'D' TYPE CURB (TYP) a -- 24 --- 15' 6' 12' 9' - 1 0 10' TYPE 'A' LANDSCAPE BUFFER 15, I0 6N t �3 I156 56 JDSCAPE BUFFER � \ I >(SE STECLOSER ETAIL ON C-17) e ` o 0 2C 3' CURB VANSI ION - CV !-(lAI/lOCTC Cflf IIKInAT'lnni _ N 0 �h co '1,S 28' —- 15 of O 4" WIDE WHITE PARKING STRIPE (TYP) �* CURB RAMP TYPE 'CR-G' SIDEWALK PER FDOT INDEX 522-001 & 522-002 o" �35 AND BLVD. ZIGHT-OF-WA ENT�RLIN o -o I 10 10 I 20' I i I _ .._ Ito TYPE 'F' CURB (T P) --R NDICAP VACE & SIGN P R �Q" FDOT INDEX711-001 (TYP) ' \ 6' 24' 20, 20' 24' 20' SIDEWALK TO SE 0 FLUSH W/ PAVEMENT L\-1 I T\- le4WALK TO BE �j I FLUSH W/ PAVEMENT O O 3' CURB TRANSITION 3' CURB J -- ___ � • TRANSITION �'s _ 10' TYPE 'A' Y LANDSCAPE BUFFER ��h J TYPE 'D' CURB (TYP) I I N o 0 J Q CO 0 h-- - � w� 24' 20' ' co 13.74' O o �- 15' — TYPE 'F' CURB (TYP) N I 0 e` N N N 1 R4, sr o coy 8 oC014, SIDEWALK PER FDOT INDEX 522-001 & 522-002 (TYP) I 35 LF TYPE F CURB PER OT-INDEX 520-001 SIDEWALK PER FDOT IN 'ROX. LOCATION) "'...." .n w_._ _ — 524,-001 & 522-0a ..�._ 327.69' ✓ - - _ J Alls, U0 /tampa URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANoRDER.tampa, inc.1 Tripe pans are copyrighted and are subject to copyrght;wcunn as an -architectural work- wx:��- section 102 of the copyright act 17 u.s o es amended December 1990 and k_ as "'' ._„ i works copyright protecllon act of 1990. Thu pmleclion includes but !s W limited to the Overall form as wall as arrengemant and composition of spares and"laments, of the designurvi such pmleclion, unauthorized use of thew plane, work or home reprosmed, can legally ri In the rMa4'flin�i of conetruc; on., touldlrgs being rolled andror monetarycompensationto UREA.DER:!.iml:. ibnCa nrga!muor. M7fi002Afi0 ISSUE DATE 05/15/2019 REVISIONS IZI- LO C`` 3 CYD U -C) -C:3 Z in O 0 U LL Q W >w� L C- CD- CD N JOE TOPH. FL.,REG. AR10095 DATE 11/19/2020 DRWN, CHKD'. SCALE: FOR REFERENCE ONLY,, SEE CIVIL PLANS SHEET NUMBER A=2 VA z hills 11/19/2020 11:28:06 AM sm 0 AREA USAGE LEDGED Reception / Corridors Back of House Patient Corridor Shared Med/Group Physical Therapy Mental Health OPC / Pharmacy WC Police / Security Lounge / Lockers MEP Vending Exam / Office f 7 f-exam 125 sq ft law - m n exam s it 125 a ft 11 1 4 11 125 e ft1 I �I wic. 1 exam 4 125 ft L AREA USAGE PLAN UPDATED 11/02/2020 ^ Room Number Schedule Room # Code Room Name Comments 100 LOB02 Vestibule 101 WRC01 Waiting Room 1 072 CROP1 Security 103 SRS01 Armory 104 XXXX Holding Rm 105 SRLW1 Storage1 Wheelchair Storage 106 BX001 VOLUNTEER HELP DESK 107 TLTU1 we 2 Lobby Public WC 1 88 TLTU1 we 1 Lobby Public WC 109 RECP1 Check-In/Reception 110 SRS01 Work Rm/ Storage^ 111 ID1013 Hall A 112 OFDC1 Consult 1 FI-13-1 WKTM1 HAS 114 TLTU1 urine Urine Collection WC [3108] 115 WRTM2 Tele-Health 2 11161 LBVP1 lab / blood 117 WRTM2 Tele-Health 1 118 AUD03 audio 119 TLTU1 we 9 Lobby Public WC 120 ID1013 Hall B 121 PHOD2 OPC- Pharmacy 122 OFDC2 Consult 4 123 OFDC1 Consult 2 124 EXP01 Podiatrist 125 OFDC2 Consult 5 126 EXPA1 Exam 1 127 OFDC1 Consult 3 FI-2-81 PEHW1 H&W Station FI-29-1 CLSC4 Storage 6 Storage 5 130 TLTU1 we 8 Hall F Public WC 131 ID1013 Hall F 132 SER01 PT 133 SRE01 Storages PT Storage 134 SRSE1 Shared Medical 135 SRS01 Storage4 Shared Medical Storage 136 OPMH1 Group Theropy Rm 137 SRS01 Storage3 Group Theropy Storage 138 ID1013 Hall C 139 EXPA1 exam 2 140 EXPA1 exam 4 141 EXPA1 exam 3 142 EXPA1 exam 5 143 TLTF1 we 7 Womens Health WC ID2963 144 EXPA1 exam 6 145 EXW01 Womens Health 146 EXPA1 exam 7 147 RCA06 Medications 148 JANC1 Jan 149 TLTU1 we 6 Hall D Public WC 150 OFDC1a mh 4 1511 ID1013 Hall G 152 OFDC1 mh 1 153 OFDC1a mh 5 Fl-5-41 OFDC1a mh 2 155 OFDC1a mh 6 156 OFDC1a mh 3 157 ID1013 Halt D 158 EXPA1 exam 10 159 EXPA1 exam 9 160 EXPA1 exam 8 1 11 COMC1 Communications Rm 162 CLSC4 Storage2 Shared Mod Apts 2 Storage 163 CLCC4 Shared Medical Apts. 2 164 LRO04 Lounge/Locker 165 ID1013 Hall E 166 UCCL1 Clean Utility 167 OFA02 Nurse 168 OFA02 CMO 169 WRTM1 Shared Document Area 2 170 OFA03 Extended Team Area 1 171 TLTU1 we 5 Hall E WC 172 WKTM1 Work Room 173 WRTM1 Shared Document Area 1 174 CRA01 Conference Rm 175 TLTU1 we 4 Hall E WC 176 SRE01 Sto. Med. Equipment 177 SRSE1 Storage Medical General 178 ID1002 Electrical 179 MMRP1 Receiving 180 ID1004 MEP 181 SRHM1 blo haz U 0 Itnal URRANoRDER.tampa, Inc. 8006 south albaron tet anal 33611 813.832.8687 aaZOOM0 JURBANIoRDER.tampias inc. Thees plena ere oopyrghted and are subject to copyright potection as an'80beaural work' under section 102 of Me copyright act. 17 u.s.o. as emended Downes, 1990 end known n architectural wake copyrot protection act of 1990. The prowtion mdudea but is not Nmitnd to die overall lam as well as arrangement and composition of spaces and elements of the design under such protection, unauthorized use of thm plane, work a home represented, can legally result In the onsatko of consauctlm or buildings being all "of monetary campermushon inURRANuRDERltempa Inc., Fonda registration AA2W2400. ISSUE DATE 05/15/2019 REVISIONS A N M U� C0 �C) Z m LL C.)C Q` Lu N i. j L CL N C0 LM cu r� E Z E `n �0/ lhih■ L a L Q 0 0 U. JOETOPH. FL.,REG. AR10095 DATE: 11/19/2020 DRWN: CHKO: SCALE: SHEET NUMBER Am3 SCALE 1/811 = 110091 - _�,IIJ ;Jele�e- UPDATED 11/02/2020 UPDATED 02/18/2020 _ _ 170' '' - 4f Q - .. c.V - r V - - GV -J -,� GU -J r'� G/ -U �'� _ _. GU 1 __ -. ___. - -_ �-, ,, � 17d _, '25'-T 1l1" • .. 10'-2 3/4" 10'-1" 1 -1" 22'-5" T-0 7/8" 10'-1" 19'- " 12' 10'-1' 1 ' 9 " 13'-1 314" . � �: � 1 ' i,qG A-11 DWN r W18 15 W14 W13 W12 Wtt 1 az" Hlgh Countertop � = Clea 166 167 I 80 - q� �� a..ock�rs N � 168 crozo 171 172 174 176 177 17 � - n � � � I_ rr � Utili Nurse p 17o N - Stora a dical MEP D2 d `r = i � � 1 1/4 o tY _ we 5 Work Room N Conferen e Rm 9� i ' e a � W,6 � /'� �� —_ Sto. Med. 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M , , , „ � exam 7 p� q CD0 Countertop Full Width 11'-1 1/4" � Upper 24wx3ehxg12d � ommunicati I O W 4 � NO3 F CV (V � 163 3 -2 6 -01 l4 � 125 sq ft o - � I_ � � � ons Rm M a2 s � � 127 � D2D 11s � � '� r- Shared Medical Apts. 2 � 110 sq ft I NO3 � °� " � Consult 3 ' 1 �' 3 -3 3l4 �— 11 � � audio �0 ' 15 I r 383 sq ft 88 18'-1 ° 10'-7" � 6'-1 112" 1 ,-7„ D + T- /2° -�1 125 sq ft No3117 D19 125 sq ft I 124 986 Patient Rooms D30 VERIF LO I D57 W mens - al,all have in -use T le -Health 1= 126 c'V indicatorlghts 1125 sq ft I Health xam 1 end color exam ►� 111 , „ D78 14 S ft NO3 � room flags � ' ,�„ ^ 12'-8 314" 27 -9 Noz = 1so D77 Noz q 25 sq ft D , 47 sq ft � exam 8 I � ND3 _ � , „ D52 � I D,8 q 10 -9112 {�.� '_ ' O D3z � 124 O 116 N — I — — — — — 0 1za s ft — — I — — 1a4 _ — I _ $ — 173 — I � — � a,,� — — � lab 1 blood _ — �- _ C� NO3 � �—Pedia� RIFYLOCATION 16�3sQ� exam 6 143 � 125 sq ft NO3 � D89 s�a�n NO3 125 sq ft � % _, Shared Document Area 1 D50 NO2 O 115 NO3 NO2 �Ns4s2wx38hxx12d I annunciator Dso H/yy gp sq ft ^' 783 sq ft 1125 Tgle-Health ti D17 I 15,232 SQ FTAC shal�lha sin -uses 1ss '25204 STATION Statbn C nsult 5 125 s ft GROSS ENVELOPE IndicatDrlghts � 76 annunciator � 1zo q and color exam 159 Shared Docume Area 2 1 5 Sq ft � D33 (�'-1 1/4° roan0ags 785 Sq ft� D75 142 Patient Rooms i NO3 Hall B 123 11' urine - _ NO3 O shell have In -use 245 S ft � exam 9 IMlcatorlghts D49 O D,5 D16 N I NOUARE FOOTAGE NUMBERS ARE ROUNDED N 125 8q ft I exam 5 end color exam exam 3 � 9 CEILING U.N.O. I D3a q � Consult 2 I O 11a I OFF AND ARE BASED ON AN 11" EXTERIOR � 125 sq ft- ,�„ flags 125 q ft - � 125 sq ft `'�' ALL THICKNESS. c p r" 6'-1 1/2" 6'-1 1/4" " INTERIOR DIMENSIO TO FRAMING, NOT TO D AL 6'-2" i 10'-7" 1$'-1" 10'-7" 1 '-7" 17'-11" �— '-7 3/4" 11'-1 1/4" D14 _ = NOTE: p NO3 D4B 113 I NO3 � = I r = O NO3 � M fV Q Cabinet84wx24dx38 � D13 � Ds2 I 1122 I I ' �" Uppels 84wx38hx12 D81 00 sq ft O , A Barrier Free Design Standard 6' 15a D74 Copy )/ Supp C� 5 sglft4 � D35 PC- Pharmac 11z Co Su A Su lement to the Architectural Barriers Act v � ND3 � T-1" '- " 5'-2" 73 D64 13a pY �a,�,, �� 3y NO3 = y Consult 1 Pp _ exam 10 � D63 pq7 O I �,,� 123 sq ft I _ Hall C 0 39 O (Verify) o3s -� 110 � No3 124 sq ft � �. - Accessibility Standards (ABAAS) PG-18-13 157 `�' 12a sq ft ND, �, ,_ „ , , O r. �, r` "'" 1ao � 2ss sq ft •— 6 5 -� -10 � 5 -1 7 - � Pl,armacylYllhvle Hann Wo ml� Iti 01 Accessible Route Slope, maximum (including Hall D _' _ �, 3wlnaConsult _ �, Strae_ 0 452 s ft `— rn 149 exam 4o N01 D37 NO3 Base48wx2adx36h r' � D12 7 -2 parking spaces) shall be 1:33 (3 /°) q �, c 6 a 125 sq ftN e m 2 130 Das 11 9 Maximum slope of Ramps 1:20 D91 4s q ft 34 s � D65 12� sq ft M WC $ 129 O we � benkofdrawsrighl. I q 108 107 I �i' Upper24wx36hx12d 518 ft CO pp D92 D71 D72 NO3 NO3 �43 q ft Storage 6 O � $ -' p38 I "" ' W�, � _ r = r n � 39 S ft � CD O N01 g,a ; Dt0 47 S ft C!J C n�a r�ko MU COLUMN � N01 �• �- 6 � I = q `4 A-22 � CEILINGHEIG ANGE O' �,C" ,s,r{, ""^° � ` — D45 — 1 �kZ �tL1�1IVlD — B — �- — — — — — � N01 D70 �� N01 � NOt � N01 I r—�`�EItiN — t — � — — — — 09 Tn�-tee — - — � ti Hall F 131 NO2 � •-'�'� / co '-4112' 553 sq ft � 9' CEILING UNO I I A 27 CHE C IN N01 INTERIOR WALL ABOVE / 8' ti r r r u r n r n �p Sae St t A-22 CT020 ' / 152 1so 4 -8 5 -3 5 -2 � 4 - ►I B-,D" ADAEWC WI ° I `r I � mh 1 mh 4 I Storag tors I N01 pA 313 WATER FILLER • N GUTTER � 125 sq ft 6'-1 1/4" NO3 124 sq ft I c 18 sq 13 1e s f135 N01 � � � � �N�Fi��N A•zz OPEN C ILING w/ , Not W _' I _' Dss Dsa D67 D m � G' High Roo Above WINDOW ABOVE -a► � Q 1 Healthevet I D94 D93 I I I - Computer I / VERIFY SPA E NEEDED / / I FOR ACCORDION DOOR � 101 GLASS WALL tf) 1 � 151 I � � I INTERIOR WALL 89 � 1 136 134 � ABOVE SHELF � A-21 I 1/04 PER T SLOPE = 153 III � aitin Room I � mh 2 Hall G m0 I � Group eropy = III Shared Medical I g N CEILING I s,o 1250 sq ft I Y This Area UL 752 CHAIRSFAFI'WAITING A.2, I `'� � 125 sq ft 157 sq ft 125 sq ft rn Rm ' III 343 sq ft 132 � o Levet 3 ballistic- / / � � Not I , ' ' 298 sq ft Q � � � Y T• 314" 4'-7" N01 LOW WAL � � � III PT °� � resistant � 9' CEILING /wire mesh D98 D95 N 691 s ft EXTERIOR WALL' OVE NO / W23 � s . , q I Doz above she rock s2 S2 '• — — — — — — — — — — — — � 8' A-9 A-9 III 2 r W09 ® ^'i -� a 156 Dsa D97 155 III I � �� •,��� � � Q,'' � •; �l . • ' $ ,- FILL ALL CMU CEL S IN THIS AREA. VERIFY STEEL COLUMN _ .\. . � mh 3 mh 6 M 6' 1/2" 25'-4118" � REINFORCEMENT EOUIREMENTSyy06 W07 � � ''- • I .— 125sgft 125sgft I o � I __ — I — I �� �` C�- � NO2 r III 3 "�y t• D01 , . Q � is W04 WOS LL e II � III � � <'7 ri �, W 5 I — � � � ��� — 1 _ � - � 9 � e TYPICAL . I • d • . � LJ A 1 w,s w2o w2, w2a x - • � � n� -" A = gqF � n � H n � � Q WINDOWS IN WALL �. Y 0 : r• •' . J -� 3/�' . � � Lam' � D05 � R y Whsel Chair ABOVE THESE ROOMS. I{ : A�� � :.��: y . ' storage area SEE ELEVATION VIEW ` j •' I 3 1 HIGH ROOF OVERHANG _ B jl � .c � ;o A'11 I r •.ii 11 I COLUMN FOR °. .1 01 I I •'1. t ' n /. S.�Ir , n r n r n LOW ROOF � 5 r " r_$ 5/U" 6'-61/4 HIGH ROOF OVERHANG--'' ' IUI �:• `i/ C,..lh: . 13 -0114 12 -11 1 /4 26 -31 /2 = 2T-9" 89'-8" �° '��-6" � 23' 8" 15'-1" $' �. .C� co 148'-11° _ - •.1a' CEILING .. '. f °�—° s,s � I: � - . WALI�WQY.ROOF n i1 n i1 . 1 2 3 A;o 4 5� TS'-�1 �/s"•�—T- �_ .. � 6 s E��°�PLAN 7 ' , FOR SIZE 8 LOCATION ' 311 , . .• � r n BENCH - SB 811 TEEL COLUMN CC CAL �' . — _._ - ;I ,., Ir 2.3 WALL GUARDS AND HANDRAILS A. Resilient Wall Guards and Handrails: 1. HandraillVNall Guard Combination: a. Snap -on covers of resilient material, minimum 2 min (0.078-inch) thick. F' �� r P � a n b. Free-floating on a continuous, extruded aluminum retainer, minimum 1.82 min (0.072-inch) thick. c. Anchor to wall at maximum 762 min (30 inches) on center. 2. Wall Guards: a. Snap -on covers of resilient material, minimum 2.54 min (0.100-inch) thick. /I Free-floating over 51 min (2 inch) wide aluminum retainer clips, minimum 2.28 min (0.090-inch) thick, anchored to wall at maximum 610 min (24 inches) on center, supporting a continuous aluminum retainer, minimum 1.57 min (0.062-inch) thick ll ll free -floated over a continuous extruded aluminum retainer, minimum 2.03 min (0.080-inch) thick anchored to wall at maximum 610 min (24 inches) on center ll. 3. Provide handrails and wall guards with prefabricated end closure caps, inside and outside corners, concealed splices, cushions, mounting hardware and other accessories as required. End caps and corners to be field adjustable to assure close alignment with handrails and wall guards. Screw or bolt closure caps to aluminum retainer in a concealed manner. Notes Schedule 2D S mbol DISCRIPTION N01 WALL CORNER GUARDS NO2 WALL GUARD RAILS, SEE SPECIFICATIONS NO3 Compass System (or equal cabinet system) All other counter to s shall be "Hi h Pressure Laminate" SCALE 118" =1'-0" u Itampa URBANoRDER.tamps, Ihc. 5006 mouth dtreron slrNt 33ti11 813.832.5537 sa2002480 IURBANoRDER.tampa, Inc.l mew Wero aro copy�gnma ero ere suhiecl ro copyrlpM palaaim w en'a�CAiulcWrol work' under ascllan 10P or IM cOpyrpM ea. 17 u.s.o, ea e,roDded DecercDer 1980 erid knaam u erUitecWrol wDrks copyripAt DraeOdOn xl W 198�. The OrOlxtbn Indutlw but"nd linked ID lfM arero8 brm ee well o amerlpemenl erq compalti0n of spaces and ekm"nb b the deepn. under moth protediai, uroutlxxlled uN d dive Wens. wak a Faro reprowrxed. nn NpNy roWlt In Iro rsswum d cOntlruclbn Or Eulltlhp, DeMp wixW anela maneury compero9lbn ID DRBANofEDERaempe Inc., FbriOa ropNualion A428002aB0. ISSUE DATE 05/15/2019 REVISIONS M M U " � � -� z � U-ate u' Q � ,� W N JOETOPH. FL.,REG.AR70095 DATE: 11/19/2020 DRWN: CHKD: SCALE. SHEET NUMBER A-4 DOOR SIZES MA WIDTH -HEIGHT - A_- _.____ 5472_mm (1'-6") _ 2. 30 2.0 mm.(6'-8" B _. 40.6 mama V-01 2032.0 mama (6'-8" __---.4 ID__ FOOT NOTES: NOTE TEXT All hardware by vault door manufacturer._ Use for -non -system furniture_.- Use for ytems furniture environments. Ceiling suspension. system should be fabricated from nonferromagnetic material. -- - - .-Aesthetic ecialty materialsmay be used as accents vrher_e_th i n and _ et ermits,_- Carpet tile is preferred especially in high traffic areas. Where budget and design conditions do not allow carpet tile- broadloom carpet may be substituted. _ --- Ceramic Tile/Porce-lain Tile/Quarry Tile/Solid Surfacing/Resinous Flooring -Wall -Base application over concrete beck r oard.--- ighlwill va Spending on profie_base selected.__. __.. Clippled down AT wlsmoQth washable surface. See Note 18. _ Concrete floors shall be finished with a colored_ hardener nonslip . "Painted Concrete" - - - DetentionJunction�-No r es .- Door from a negative pressured room to swing into the positive (or higher) pressured room/area to maintain r r resaure relationship -and direction of air flow. Doors from clean core into operating rooms.. o I- -ace tiny door. Doubl -a in r$ with d of -open features at-®r nsas to oral surgery. I -Pneumatic-=rated neut on shielded door, -Exit access doors shall be equipped with anc hardware and shall swing_ in the direction of egress. Extend enclosed walls to underside of floor slab above and fully seal them to maintain proper pressure relatiomshiD and direction of airflow,__._- in flocringl0' beyond sterilizers. Ferromagnetic materials used will become permanently magnetized due to the exposure to the magnetic fields f h-Ai d_MR-1. _... _ - - - - _ A program area that extends into a main lobby/concourse area specified for terrazzo shall also receive t rr zz . s the flooring for th. ro r area- _ Full height-partiti4n(s) to underside of structure above. If space is converted to another use, the residual magnetic contamination may impair or incapacitate other ctroni ima in _mom�c alitie___._- 2 660.4 _mm '- " _.2032Qmm_(6'-V) 7 1.2 m..(2'-4") 202.0 mm 2032.0 mm 6'-8" _ . _ .0 mm ( '- " 5 6 l�_-__ E 7 2.0 mm (2,-6") F____ C_ _ __ H ._. I 2.8 mm (2'-8") 7 $66mm..(2'-1 ") 2032. mama") _____ 203 . mro'-8"�___ -__ 2032.0 mm.( '-8") 914.4 m '-0") 965.2 mm '-2(3 ") _-_ 1 1 .0 mama 3'-4'') 8 9 J_ _ __. _ K__ _. L M 2 mama 6'-8").. .__ .0_mm (6-80 _. _ _ 2 mm. (6--8"] 10 1.117.6 mm (T-8")_ _ 11 1.168-A.mm 3'-10" _ 547.2 mm C1'-6") 12 - -__ 13 203 .6 MM 7'-0")_ 33 MM 7'- ")_ _ _. N 609.6 mm 2"_V) O____ P_ _ _ 0L 60.4 mm 2'72! 20 3.6 MM T- " _ _ 2 3. MM_ T- " _ 14 711.2 mama 2'-4" 7624_mm (2'-6_'� . - 812.8 mama 2'-8) 15_ 1.6 ___ 17 2 3 M (T-0'' R 2033.E MM (7'-0'1)_ 2.GK. M T- ") 2033:5 MM(7,_07) S 14.4 mm -0."). 18 T 4" U __-_ l_M6,a mm ('-6") ._ ._ 2 MM_[7'- " .._.. V 4 m (3'--1M_ -- - _ (T-Q"-1_ X 1219.2 mm (4'-Q")--_T-07.) -. Y _ __9 mm (3'-0„� _ 20 3. MM T-0" _ Z UNASSIGNED UNASSIGNED __- - -- 1 20 21 _ 22 23 24 _ _ 2 In Corridor, I-ermedatelnnto be refl rin it treads/risers to be molded rubber. - -- M hol -open. -- --- - - - _ - May need shielding, depending upon use. See Standard Details PG-18-4 for shielding (Radio Frequency, Lead r _ lectromagnetic),- Provide sliding -ICU doors with breakaway feature into room. MH-5A used a _Seclusion Rooms only. -- - Pr vil ae luminurn-door e in action 08 41 13. Multi-ccu opancy,- . No rive ,y feature. Lockable to prevent access PrQV us ' I tack le_Ylla11 covering_or1 two walls. Provi aint __3I4" fire retardant_ ood ver GWB where indicated__ S e lal-finishes to_be selected on-_ba is of re irsments. -- _ Provide 1-hour rated enclosure and 6" perimeter concrete curb cast integrally with floor in accordance with NFPA._. _ _ _- . _ ._ _ _Pr i-hour_rated in this area. Provide 4 ft. wide metal cased. opening for all-intra-service Operatores._- Provide 4'- i h 5Wainscot and baked enamel metal_c 6"_perimeteL-c-oncmte curb cast integrally with floor, in a nce_.wi ..with NFPA requirements,.___ Prowa�24"slidin_a door_tmanual) between Oral SurgeryRooms. Pr vide ou 11WLkable wall_.c2vering on one wall. Provide_anti-fatigue rubber mats. Provide full h i lit soli _u in he_shower area. Provide 4'-0" hi h-solid surface in the toilet_area. Imp ct-resistant all material: see VA "Mental Health Environment of Care.Checklist". 26 27 __ _ _ 28 29 1 32 3- 34 35 36 _ -_ 3.9_ - _._ _Provide 41 42 43 -__ 44 ___ 45 -.Provide 46 Provide GWB Ceiling at sho er. Provide brushed stainless steel wall protection panels.___ 47 __- 48 Provide outswing door wherever possible. If door must swing in and is non -rated, revise hardware set to HW- 2B -_ Verify material to match Scent flooring See standard details PG-1. 4 for shielding requirements. Provide solid surfacing 30" to 50" wide (or terminating at the nearest inside corner) shall go from base to 48" over mold resistant_GW6. Pr vi e w II uar s and.bumper guards in corridors. Not 4_ 50 51 _ __ 52 ._ 53 _used. __ Provide wall guards n or bumper guards where mobile corks and/or mobile equipment are utilized___- _ Provi X door if VAN1 I des-SCI Unit. two or more o i _ns r s own you may use the one with lesser cost RadioErKuencyhielded.- Not u ed. P i 1 .urity Design Man I for A- acilities Arch, tur !-Design- Manual PG-18-10, "Elect romagne-i NQt used. -See Desi n and Construction Procedures PG 18-3, "Phy is la Security Requirements na d Options". Not used, 55_ 6 _ _Where 57 58 5.9. --See M -__See 61 62 63 .4 65_... _ , See Design and Cons r ion ro_ ures PG-18-3,_"Noise Transmission Control''.- See D sign and Construction Procedures PG-43'Security'. _-- - ee HVAC _Design Manual PG-18-10,''Vyalk-in Refrigerators and Freezers". See VA "Men 1 Hea_Ith Environm n of Care. Checklist". _67 . Not us ed. -- - Sin le_.Occupancy, Unisex. _ N sed __ _ in Qccu ap ncv. Provide out swing.door wherever possible. 69 70_ 7.1-_ _ 72_ 7 in I cupancy. Pr -outs in door wherever poo�ie. At MH Har ne sets door MUST_swin ou . Slip-retardantweldsd sheet vinyl.. _- nQvatiomh-ere_ PT is not an optlonfQdrain_ (i_f_reeeeguked) resinous poured floor may be used, _ .. _ truc rally isolate t9 minimize vibrations.__- 74__ 75__ 76_._ 77 Not used... - V n_ ere P_ Iywood Surface required for wall mounted pulleys.__. V ri asta is or -static i i ativ flooring material wl MRI Equi ent Vend Not used,- Coveringins Iled ver Mold Resistant WG B. Wall/Surface adjacent to MRI Scanning Room to have Radio Frequency and Magnetic Shielding. 78 7 __ BQ__�fflwll 81 PREFIX MEANI _. XAMPLE USE EXAMPLE EXPANDED ._ _terial: Solid Vinyl Floor T' Luxu Vin I Tile nish;-Wall Cove-r!n Vin I Coated Fabric) Au tomatio Automatic oor 0 rator wing or Slide)_. m: Material _.._ m: _VT : W Finite-__._ . _ da*Au dc� d:_Lined aft or da:.ADO _Door Glazing (Doe (Door) _ Rating_(Doo_r)._ d : T __ I: Y _ Door Glazing: -Tempered glass Qor Lined: Yes Do r R 45 minutes - ....- Door urity^Card reader Door Swing: See Note 1 Door Type: Upper window,_ Sound Rated, Wood Size,: Width a Hei = T-8" lit = 7'�0" g -- Door Hardware: Defined Variant "G" of General - Interior, Single, Storeroom. May include standard storeroom, storeroom with deadbolt, institutional lock (lockable both sides) dr' r 4 ds• c rit (Door) �CR w: win o r still. 112] ._ Ty Door t:1 _ s� r - lie (Doe )_ ' hw: 5G hw: Hardware (Door) VA Zephyrhills Florida Room Finishes & Hardware Schedule 08/26/2020 Room # C Roo _Name _. Floor[56]_.. _ :MAT Base jSSi] -_ _ _. ;BBB" _-- __ Wall [561 - . m S 1� 1B f P W inscot _6] - _ Ceiling ] ____ :Gy11__U. __ - m.I.D_# 942 100 LOB02 Vesti I� a -- --_... - _ - -- 101 _ _ WR 1 _ - - - Waiting Room _ . - - m:CPT [6] m:LVI :PRB __ _. m:GW6 [ f:P OPEN _ _ 3158 _ 134 __ 102 CROP1 Security m;SVT m:RB h:4" m:GWB f=P_ __. m- WB 54 f'P _ m AT 103 _ SRS01 . Armory m:SVT _ _ m:RB h:4" _ m:R :RW -. h4'-_Q' _.____m AT 104_ HQLDING m:SVT_ 105 Store e1 HELP DESK m:VT _ _;RB h:4" --- - • B.-h:4'_ _. m WB f:P m:RWC b;4'- " _ • - - - - - __, , I. - m' - m:CT 7 .PT h: 4 _ h ---Q----[ l m:PT [7] h:4,-Q". m:CT [7] h:4'-. " _._ . _ m:AT _ _ m:AT _ _ .__ m:AT m:AT - - _ :AT. 3448. 4254 _SRLW1 106 107 B 4.01_ m CPT__[6]. : VT • m.PT m.RE 74 __ m:PT m:RES_[74 m;G1�1__ -- _ WB 7 4 f: m C--[�-�- :GWB 7 - - _ TLT 1 we 2 n II T h:4 7 h:4 m.P m.R -_[71--B�---- m:PT 7) h-,4" m:RES[7 h:4" 31 108 _-TLT 1 - - we 1 - ... heck-In/Res i n 9--- 1 109 11.0. ill _ _ R P1.._ m: PT ( mLVT m'PR• B[8j _ . . __ m;R6 h:4" ._ m:RB h:4" _ m:PRB h;$" _ m:RB h:4" m: WB 5 f:P SRS01. ID1013 - Work Rm/ Store Hall A _ Con ult 1 m:CPT [6 Mlvt m:GWB f:P _ .. _ .. _ _ m:RWC h:4'-0" _ . m:AT _ m:AT_ m:AT--- 2-364 :SVT_ ;GW6,[54] f:P _ 112 0 FDC,l m:LVT _ . m:G B 51 f:P _ _ - ------ 11 3 WKTM1 HAS nLVT m:GWB f:P m:AT _ _ __ m:AT f:5P - m:AT 126 114 115. - 116 LBG 1_ _ nne ____ m:VVSF _ m:W F h:4" m;GWB_ f ��___ ... _ _ WRTM2 -_ Tele-Health 2 _ _ m _CPT_&m. a..-. m:WSF m:RB h;4" m: WB f64] f:P -,.. m:GWB f:SC _.. -. L _ _ _ _ _ _. _ LBVP1 _ _ /blood m:WSF-h�4" m:GW - f;_P m:AT f:- 7___ 117 _lab WRT 2 - Tele-Health 1 __-_. _ :CPT m:LVT _ ;_ BR h:4" -__ _ _ :GWB 164 f:P m;AT 2966 _- 0 _ 3159 _ 118 HAFR1 audio,. ._ -_ we 9 .:LVT B h:4" _. m•PT,[7] h:4,, m:RE 7 h:4" m:GWB�64] f:P m:AT __ m:AT _- 119 T TU1 m:PT m:RES [74 m�GWB 7.64 f:P m;GWB 54 f:P _GWB f:P __ ___ ' .WB[5]f:P _, m:PT :4'-0" m- T [7]. h;_'- " 120 ID1013_ __-.- Hall B mom m: B h:4" m:RWC :4'-0" - _ m:AT - T ._ _- -. rn�L.__ - . m:AT 1 13 - 3195 _ 67 121 ___ 12_2--QPDC2 123 PHO 2.OPC- _ _ Pharmacy m:LVT _- _- m:LVT_-- 'hem_ _ __ e -._ _- _-- Consult4 _ m,PRRB_.h;8" _ __fnLGWB ___-_ ___ _ ._. - _ _- _ __ _ _ Consult 2 _ Podiatrist -_..mPRB.h;�__-._ m:LVT f:P 3067 124 _QPDC2 EXPOO :LVT m:RB ;4"_ .:GWB 4 f:P m:AT 307 _ 1 _ 126 _ 127 OPDC2 Consu t 5_ _ m- _ m: _R h�:8" . _ m_GWBf51 f;P m: T __ m'AT _30 T _ -_ m:AT 67 _ 2921 _ EXPAL Exam 1 - ._LVT__-- .:LVT_-- --_--- :SVT - _ . - ---- VT m:R _-h:4" _--_ m:GWB 7,64]f:P -_---_____ PD 2- Consult 3 m:PR 3 Uri h_4" - _ _ __ m;- m:CWB[�] f:P... -_ :GWB 4 f:P 57_ 128 PHEW1 SR W1 _-_ - H-e-Ot/Weight Station.__ __ Stor e6 ,_ _ _ _.. _ m: 111LCk_"_._ 12 m;RB h:4"_ __ __ 130 TLTU1_ we 8 -_ Hall F _ :PT m:RES 74 m;PT [71 h:4'_.m:RES�] h:4''_ :GW �7 4 f:P m:PT_[7 h:4'-0" m;CTJ7 h:4'-0" rt1:AT 159 __- 1 13 82 - 1307-- _ 1.31_ ID1013- m_ VT :RB h:4" __ _ m: F.. ham_ _ .:GWB f54] f:P .:RWC-_ :4'h 0" _ _ :AT _ _._- _ 1.32-_ PIE ll PT - Ph sical.Iherapy Storage5 - m;RF _ __ m VT- ,rrrRB ;GWB [641 f P---- • -_-_ __ :AT_ - . m:AT . 1-33-- _ 134 _ 135 -- 136 RE 1 h;_4-' ----- m:GlIlL6 4 f:P m;RW hA- 0 __ _ _.. RS 1 _- Shared Medical__.. m:VT _ err RB h:4" __ _. m:RB h.0 _ _ ;IRBh;4_"__ _ ----.---.m:GWB m:RS ' " _ m:GWBf [ 4 :P m:AT 1307 _ SRS01 _ Storage4 :VT - :GWB_fxP f;P.. m;GWB f:P m;_ W545 4 f:P . _. _ _ . - m:AT 364 OPMH1 Group Theropy Rm _ _ :VT _ ___ m:RWC hA-0" 137 SR 01 Store e3 _ __. m;vT m m:AT __ _._ _ m:AT_ T..._ -_ __ m:AT _ _ _ 4--_ 1 138 ._ . 139 ID101 m;SVT R. h:4" _- _Hall PA1 _ _ exam-2m:LVT h;�__ __ . __ m:RB h:4" m1GWB [7,641 # P - ;GWB 7 64 f:P _ . --. -_ . _ 921 140 EXPA1 exam 4_. m:LVT _ 921 141 142 XP 1 exams _ _ ex _m 5 we 7 __. :L m:RB h:4"___ :GWB 7, 4 f:P _-_ __ - ____- _ m:AT - XPA1 _ m:LVT . _ m'-f3EhA" __.:GWB m:PT. 7 h:4" m: ES[7] h:4„ f7,64]f;P m AT __ _ 9211 143 TIT 1 m:PT m:RE. 4 m__ WB 17.641 f:P m:PT h;4'-0 m:CT �7] h,. '- " m:AT_ _ ___ m:AT _.. 1212_ 1.4 E- I -_ _ ._ exam 6_ _ __ m:RB h:4" - __ . :RB h:4" _._.:GWB m:CW4] f:P -_ . _ __ _-_ _-__ __ .; WC h:4'-0" _ 2921__ - 8� 3 145 _ 146 EXW0l Womens Health._ :LVT [7,641 f;P m: T _ __ __ EXPA1 -_ exam 7 __ m:LVT ._ _ m:RB h:4"-- _ :GW8[7;641 f:P_. m:AT 921-- 147 R A Medi Lions __.___ Janitor m:SVTm:RB h:4" _ WB 4]f:P m:AT m1AT f:SP-- m:AT _ _ -- m:AT__ 297� 148 149 J N_ 1 m QT _ m:PT.m:RES 74 ; TQ [71 hA" - _ -. WB - _C- _. :G.WB [7,64[f:P_ m;OLj7j hAli - - m:PT 7 h:4'4' m:CT 7 h;4'- ' ,.-- -- _ _ _ -..--m:AT_- 1212 TLTU1- wc_6 m:PT 7]_ :4! m-R S h:4" ___ 150 QFD 1 _ _ mh 4 - _- _ :CPT [61•P B RB_ m: WB[S] f•P 34.67 151 ID _- - _._ __ :P m:GWB [54 m:RWC h:4'-0" _ _. _ - --_- -- - - t52- - 153 OFDC1. OFD 1 OFD_ 1 mh 1 .;CPT m:CPT 6 _ _ :Cm PT f61_ - m-_CPT [6] _ _m:PRB m_PRB " - _-- - _ m:P B_h,8, _ B ]_f:P _ -,GWB[51 f:P m:AT _ 0 Z . - mh 5- _ m:AT __3067__ 14 mh 2 -.. m:P : " _ m;GWB�] f:P _ -- m:AT - -- 10.67 155 OFD 1_ h;8" m:GW6� f:P _-- m:AT _ 306 156 _ 157 FDC1 .mho_-. mh-3 _ _ Hall D -.. exam 10 m:CPT_[ m:. RB�h:8" .__ m:RB h:4" m:GW6[ ] UP _ m;AT 3067 ID101 m:SVT _;_ WG B [54] f:P -_.. .:RWC h:4'-0" __ m:AT_ --. m:AT 1.3_ 158___ EXPA1. ___ m:LVT m:RB h:4".._ __ m-.RB h:4''__ -__, m R hE .4__ . m:GW [7,641 f:P m:GWB [7 4 f:P _ _ __ _ _ ----- _ 2921_ 2921 2921 159 EXPA1 _ exam 9 _ . m LVT_ m:AT _ _ _ 160 E - PA1 1 _ exam 8 _ m:LVT . - ..GWB f7-,64 f:P m:AT _ _ 161 -COM 162 mmunicatiQns Rm m:SVT h:4" m:GW6 f:P _ __ __ _ __ r_. _ m:AT _ m:AT 3152 _- L 4 or e2 - _.m:RB m:CPT 6 m:LVT _rI.RB :CPT m:LVT _ h;4" _ .:GWB f:P 2924 __ 163 -__ _ 164 L _ Shared Medical . 2 m:RB h:4"- nG _f:P _. _..____m.-AT m:AT 2924 _ _ LRO�_ ID 10 13 UCCL. Lounge/Locker _ ... _ Hall E _ Clean _Utility -_ - m:PT - _. rn _T h:4" _. m:RB h;4" _ _ m:GWB f;_S m: WB 4 f:P.. - m:AT_ m:GWB f;P m:AT f: P 2� 101.0 165 :SVT m:RWC h 4'-0" -_ _ m;RWp_h _4'-0" __ _ -_ _ . _. 166 :SVT m:WSF h;4" .:GWB 54 f: 3030_ 1137 OFA02. Nurse :CPT m'RB h: "_ - m;h:4„ __m:GWB f:P m:AT _ m:AT 1 41. 168 OFA02_ _ _ CMO :CPT [61RB m GWB tP .;GWB f:P- --- _.. m;_ WB 7 64] f Pm:PT m: WB 4 f:P _ -- -- - - --_ -- --- -. --- _ _ 1 41. ._ 169 WRTM1 _ - _ Shared DocumentArea 2 m:CPL[6] m;L _ m:CP___ B 'ham_.--- __-- -_ h4, :AT _ _ _ -2272-- 134a-, 170 Extended Team Are 171 _FA T TU1 we _ Work Room .,- m:PT m: ES�74 m:PT 7 h:4" m:RES[7 h:4" m:RB h:4" _-- f71 h;4'-0" m:CT [71 h;4'- " m AT__ _ _ 29 6_ 172 WKTM1 PT 6 m:LVT m:AT_ 173 WRTM1 Shared Document Area1 m:SVT :RB h4" .:GWB f:P -- -_ _ ___m:AT __. -- -- _ __ 2972 -- 174 CRA01 Conference Rm _ :CPT _ ;RB h:4" _ __-- _ m:_T 7[. ] h:4" m;RRRRE_S[7] hA"_m;GW6 .5 [ m;AL m:AT .:GWB f:S 175 _ 176 _ _ 177 TLTU1- _ we 4 _. _ _ to. Med. Equipment S orage Medical Ge r I m:PT.;RES- 4 m;VT - [7,64] f:P m::WB f:P - :GWB[ 4 f: m:PT 7� :h 4 0" m:CT [7],h_. �_ ,� 2931 . _. 1.002 RE01 m:RB. h:4" __ S 1 m:VT -.-m:RB h:4"__ _ m;RWC h:4'-0"__ _ _ __.._ - _ 178 ID1002 Electrical 2 _ _ :EPY _ m:R h6 4„ _ __ :GWB [34 f:P m:EXP 1.7.a 180._ MMRP1 ID1 04 Receiving m:RES _ m:EPY :RES hA" _ m:RB h:4" m; WB 54 fP m-GWB [641 f-P _ m:RWC Milt _ - m:AT _ ___1 m:EXP _ 333 004 MEP . _ _... 181 SRHM1 bio haz m:RES .:RES h:4" DOOR APPLICATION CODES -- - - urinated Glass tic Door Operator(Swingor Slide) - (On Egress)-__ d-Alone Card ReaderLook___ _ ___ m:GW6[36) f:SC m:GWB f:SC 3223 [56] SEE THIS SHEET FOR NOTES DOOR INFORMATION IN THIS TABLE IS GENERIC SEE NEXT SHEET FOR DOOR SPECIFIC INFORMATION DOOR SYMBOLS AND LEGEND Refer to PG 18-4 Standard Details for projects not in BIM. p 1 NOTES: 1. All doors shall be flush face and 44.45 mm (1-3/4 inches) thick unless noted otherwise. 2. Top and side rails shall be 228.6 mm (9 inches) minimum. Bottom rails shall be 304.8 mm (12 inches) minimum. 3. For scheduling door types see SECTION III. 4. Odd door numbers refer to wood doors. Even door numbers refer to metal doors. 5. Numbers in the schedule for door symbol refers to door size, material, and modification. Door frames to be hollow metal, with the exception of room requiring lea lining. 6. See Standard Door Type Detail #SD080000-01 for door types. 7. Patient Room Toilet doors to swing to outside (reverse); where not feasible provide HW-26 hardware. 8. Door Hardware shall conform to the most stringent requirements set forth in this document, VA Technical Information Library, and the latest edition of International Building Code (IBC). -- AD ALK-Auftle-Alarm C C. ard_Reader Double Glazed Temptred Glass_ Delayed Egress _ .__ - - - ition Switch (Door Contact) Ekat-(i-c--Hold-OpenJW-all-MaoieLFref-erre-d.,.or El�rtr_czMeohanical Closer- I r DE P HL I_D_ IL..__ Intercom -._ _ .__ __ _ - _ rated Door Assembly __ _._ _ _ Interlocked ._. -- ..... Louver _ _ _ _ _ head -Lined Doors. -.-- Pr of Louver _ -.. - - - -- ec nical Seal for Light Proof & Sound. Retarding Door _. Panic Hardware - - tend -Alen_ Pushbutton Lock _ ___ - - Rad' r ue y Shielded Door _ ._ Remote Release Button us i Door Assembly_(Indicate STC Rating #1 TemperedGlass ___ Timer Lock Electric Lock/Unlock.4f� l�sing_Electric_Timer) _-_ _ _ rcut L' _ _. ____ _ __ _ Lead Glass. _ _ _. _..___ Rated Glass (No Wire) LL . LP __ M __ PB RF R TC__ T TL tV F _Fire ABBREVIATIONS A _m t'c D r perperat r Ac ess Flooring _ Acoust,cal Ceiling Tile 3P) - - Acoustical-_ ilin with Sprayed d Plastic -Finish) Bu' in In r_ma ' Moe __ Concrete B- - - U C- n r to ason Units(Unit Masonry) Car (without Cosh' n Broa loom) . t Tile_- _ r uric Tile xistina Finish -to .Remain - - poxy Flooring - Existing ___ _ Ex osed_ _Glaa lazing)_. -_ ypsum Wallboard Systems _ Har ware Set_(Fini r i er's Hari __- i-oleum UPDATED 11/02/2020 ter t Architectu i Precast Concrete Pavers! _ (Exterior and .Interior; Tr_an-aperent,.S-1ii.-Tra_nspare-n . d .Op F R silient Athle ' loorin RA _- e tIc F_ �__.. _ - _-- RB__ _ Resilient_Base (Rubber or vinyl ith_fact�r -bfined� a d outsi. r r RES*__ esinousFlooring ._-- RES-W*- Re innou-s/Epoxy Wall/C.eiling _ RF Rubber Floor, RRF _Raised Rubber f l rin RSF Resilient Sheet_Floorin Chemical! Welded S.eamsm_ _ RW7__ _Rigid Vinyl Wall Covering�Wall Protection - Ro I r hest). _ S _ . S lid_Sudace SC .,-High Build Glazed Coating ecial_Coa in SD - __ St .tic.Di SP _. -Special faced--_- ST t as SVT ____ olid.Vinyl Floor Tile_ TE _ Terra o>_Poured- TT _-Terrazzo Tile.(Plastic Matrix) - VT. - . . _ V' !_Tile (High Content VinyL� - _ - - -- - VWC Vin 1 Wall_ Covering__. -- WD _ Wed- W F Wel. a Se m_.Shee FI rin H_eWelded with Rod) SS Stainless Steel * See Paragraph c. below for definitions and specification section references to be used for RES and RES-W c. The following definitions and specification section references are to be used for resinous flooring and wall materials. Ensure that Resinous Flooring (RES) or Wall/Ceiling (RES-W) are specified where non -porous seamless surfaces are required/preferred over rigid substrates. Refer to this section for the appropriate flooring/wall/ceiling for the room type and use. There key areas are for recommended use; designer shall select a resinous system for a specific project based on function and aesthetics. Additives may be utilized to achieve slip -resistance where required. See PG 18-14 April 10, 2017 SECTION I - GENERAL - 5 for table •worm wWar wwwwSam, ■ ASw uVVR II 1< rC VVucQ; exam0le i; 1 V E' Even door numbers refer to metal doors. 9rr �, E 9ka Odd door numbers refer to wood doors. [229mm 2 M E N 4 [229mm] 6 8 100 IN 2 MAX. I i = I ''' u � MUNTINS AS REQ'D. [.064m2 ], 1 1 o 4"x25" [102x635mm] _ T.A. OR W/F I J T.A. 1. OR LOUVER SIZE 1 3 W/F 'A' 5 7 'B' AS REQ'D. - E LABEL LABEL N '- `n 1219 [3091 8"x10" [203x254mm] 9" 999 LEAD GLASS IF [229mm 10 [229mm 12 [229mm] 14 REQ'D. (DR. 15) 100 IN'- MAX. = E SHELF RAY PROOF [.064m2], I M (0 n-, L. IF REQ'D. �- - - 4"x25" i i i (DR. 15) o f [102x635mm] - -----E 'F' GLASS 'n LO 7'C' DUTCH 13 DOOR ~ 00 E 15/17_ABEL P_cO E E 1296 IN2 [.84 1MAX. EACH __ LEAD LINED LEAF 4"x25" [102x635mm] ¢ E 'F' GLASS = E 9" MIN. rn NL,9" MIN. 20 f2L4 [229mm] `N, 26 [229mm] r Ic t LOUVERS o E AS REQ'D. �n Ur') u 19 22 23 25 SOUND DETENTION RATED TYPE N In GENERAL NOTE: T oM ALL 'B' LABELED '-' DOORS WILL HAVE A �� 9 �� 9 90 MINUTE RATING. 30 36 [229mm 38 [229mm] 40 42 COMBINATION T.A. LOCK & VIEWER a-, A HANDLE E - E N O 1O N '- SECURITY SECURITY 37 VAULT DOOR DOOR SECURITY- INTEGRATED INTEGRATED RM. DR. `I of DOOR DOOR N ASSEMBLY ASSEMBLY DETAIL TITLE / DOOR SCHEDULE, u LEGEND, NOTES V� AND MODIFICATIONS U0 Itampa URBANoRDER.tampa, Inc. 5006 south elberon street 33611 813.832.SSS7 aa2002460 IURBANoRDERAall Inca Item plane are copyrighted and are Subject to mpyright protection at an'nchhuctural wow under Section 102 of Ind Copyright ad. 17 u.s.o. as emended December 19W and kl a m architectural wake mpydght pralecdon ad of 1990. The pmucoon ladudes but is nol Iknaed to the o 11 Star as wall m arrangement and cornpo■tbn of Spaces and eleaente of the dow undw ouch protection, unauthodmd ute of Ihme plena, work a home reprmented, can "ally ram" In the mead. of mnsuudion or buldirgo being mixed andlor mdnwwy coapenealbn b URaANdRDERllwrlpa bo. Florida repetralbn A028W2080. ISSUE DATE 05/15/2019 REVISIONS n aril M M U Z3 _0 ZM 0 U -0 u" d ca W i Q IV P, t� to U. E O O W JOETOPH. FL.,REG. AR10095 DATE: 11119/2020 DRINK CWD: SCALE. SHEET NUMBER A=5 VAz hills 1111912020 11:28:11 AM NOTE: Odd door numbers refer to wood doors. Even door numbers refer to metal doors. UPDATED 11 /02/2020 SEE HARDWARE CODE DETAILS NEXT SHEET Door Schedule Number Room Name Label Size Width Height Tempered Description Thickness Hine HW Nr I Comments Number D01 Vestibule/Entry 12070MU 12070 144 " 84 " Yes Dbl 3/0 Automatic Sliding Doors I Key Lock D01 D02 Waiting Room/Vestibule 12070MU 12070 144 " 84" Yes Dbl 3/0 Automatic Sliding Doors I Key Lock D02 D03 Security/WaitingSecurity/Waiting Room 3070 3070 L IN 36 " 84" Hinged -Door VA Type 9 with Glass 1 3/811 Standard 3 hw:SH-3 UL 752 Level 3 ballistic -resistant steel door D03 D04 1 Armory/SecurityArmory/Security 3070 3070 R IN 36 " 84' Security Double Door 1 3/8" Standard 3 hw:SH-3F steel 00 w/ steel mesh inner door D04 D05 Holding Rm/Security 3070 3070 L IN 36 " 184 " Yes Hin ed-Door F03 1 3/8" Standard 3 hw: SH-5 Steel Securer t:22 s:S D05 D06 Store ell /Waiting Room 4070 4070 L IN 48 " 84 " Hinged -Door S01 1 3/8" Standard 3 hw: 5D wood t:5 6 s:X D06 D07 Waiting Room 3070 3070 L EX 36 " 84 " Yes Storefront Door Full Glass Panel 1 3/4" Standard 3 hw: E1 Aluminum Storefront Door Full Glass Panel D07 D08 Waiting Room/wc 2 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2071 Wood Sound t:19 s:S D08 D09 Waiting Room/wc 1 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2Gf71I I Wood Sound t:19 s:S D09 D10 Check-in/Reception/Hall H 3070 3070 L IN 36 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3E I wood to s:S D10 D11 Work Rm/ Storage/Check-In/Reception 3070 3070 36 " 184 " Doorway D11 D12 Hall H/Hall A 3670 3670 L IN 42 " 84 " Yes Hinged -Door S01 1 3/4" Standard 3 hw:12C woodl t:3 d :T ID s:V D12 D13 lConsult 1/Hall A 3670 3670 L IN 42 " 84 " Hin ed-Door S01 1 3/4" Standard 3 hw:3G I wood t:19 Sound Rated s:V D13 D14 HAS/Hall A 3070 3070 R IN 36 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G I Wood Sound t:19 s:U D14 D15 Tele-Health 2/1-1all A 3670 3670 L IN 42 " 8411 Hinged -Door S01 1 3/4" Standard 3 hw:3E I Wood Sound t:19 s:S D15 D16 urine/Hall A 3870 3870 L IN 44 " 84 " Hinged -Door S01 1 3/4" Standard 3 hwAK I It:1 Wood s:V D16 D17 lab / blood/Hall A 3870 3870 R IN 44 " 184 " Hinged -Door S01 1 3/4" Standard 3 hw:4 I I wood t:1 s:V D17 D18 Tele-Health 1/Hall A 3670 3670 L IN 42 " 84" Hinged -Door S01 1 3/4" Standard 3 hw:3E I I Wood Sound t:19 s:S D18 D19 audio/Hall A 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hwAJ I I Wood Sound t:19 s:V D19 D20 Hall A/Hall E 3070 3070 R IN 36 " 84 " Hinged -Door VA Type 9 with Glass 1 3/4" Standard 3 hw:SH-10 I I woodl 0 d :T ID s:V D20 D21 Hall E 4070 4070 R EX 48 " 8411 ext. Hinged -Door S01 1 31411 Standard 3 hw: E4 I I Steel t:42 d :F dr:45 min s:X D21 D22 bio haz 3670 3670 L EX 42 " 8411 ext. Hinged -Door S01 1 3/4" Standard 3 hw:5B I I Steel t:40 dr:45 min s:V D22 D23 MEP 3670 3670 L EX 42 " 84 " ext. Hinge -Door S01 1 3/4" Standard 3 hw:5G I Steel t:40 dr:45 min s:V D23 D24 I Hall E/Receiving 3670 3670 R IN 42 " 84 " Hin ed-Door S01 1 3/4" Standard 3 hw:5F I wood t:1 d :T s:V D24 D25 Electrical 2/Hall E 6070 6070 UR IN 72 " 84 " Double Hinged -Door S01 1 3/4" Standard 6 hw:5D t:19 Sound Rated s:SS D25 D26 Hall E/Store a Medical General 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:SH-3D I wood t:1 d :T s:V D26 D27 Hall E/Sto. Med. Equipment 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:4F wood t:11 s:V D27 D28 Hall E/Conference Rm 3070 3070 R IN 36 " 184 " Hin ed-Door S01 1 3/4" Standard 3 hwAJ wood t:19 Sound Rated s:S D28 D29 Hall B/Hall E 3670 3670 R IN 42 " 84 " Hinged -Door VA Type 9 with Glass 1 3/4" Standard 3 hw:SH-10 woodl 0 d :T ID s:V D29 D30 Consult 3/Hall B 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3G wood t:19 Sound Rated s:V D30 D31 Podiatrist/Hall B 3670 3670 L IN 42" 84 " Hinged -Door S01 1 3/4" Standard 3 hw:1Q wood t:19 Sound Rated s:V D31 D32 Exam 1/Hall B 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G I Wood Sound t:19 s:S D32 D33 Consult 2/Hall B 3670 3670 L IN 42 " 184 " Hin ed-Door S01 1 3/4" Standard 3 hw:3G I wood t:19 Sound Rated s:V D33 D34 Consult 5/Hall B 3670 3670 L IN 42 " 84 " Hin ed-Door S01 1 3/4" Standard 3 hw:3G wood t:19 Sound Rated s:V D34 D35 I OPC- Pharmac /Hall B 3070 3070 L IN 36 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:4G wood t:1 d :T s:S D35 D36 I Consult 4/Hall B 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3G wood t:19 Sound Rated s:V D36 D37 Hall B/Hall F 3670 3670 L IN 42 " 84" Yes Hinged -Door S01 1 3/4" Standard 3 hw:12C woodl t:3 d :T ID s:V D37 D38 we 9/Hall F 3670 3670 L IN 42 " 84 " Hin ed-Door S01 1 3/4" Standard 3 hw.2GVII Wood Sound t:19 s:S D38 D39 PT/Hall F 3870 3870 L IN 44 " 18410 Hinged -Door S01 1 3/4" Standard 3 hw:1Q I lWood,Sound t:19 s:V D39 240 Store e5/PT 6068 6068 R IN 72 " 8011 Slider-SC01 Mirror Door 1 3/8" 1 Metal Frame Sliding Mirror Door D40 D41 I Store e5/PT 6068 6068 R IN 72 " 8011 Slider-SC01 Mirror Door 1 3/8" Metal Frame Sliding Mirror Door D41 D42 Store e5/PT 6068 6068 R IN 72 " 80 " Slider-SC01 Mirror Door 1 3/8" Metal Frame Sliding Mirror Door D42 D43 Store e5/PT 6068 6068 R IN 72 " 80 it Slider-SC01 Mirror Door 1 3/8" Metal Frame Sliding Mirror Door D43 D44 Shared Document Area 1/Hall F 3070 3070 R IN 36 " 84" 1 Hinged -Door VA Type 9 with Glass 1 3/4" Standard 3 hw:SH-10 wood t:9 d :T s:V D44 D45 we 8/Hall F 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G[711 Wood Sound 09 s:S D45 D46 I Shared Document Area 1/Store e 6 3070 3070 R IN 36 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw: 5D I D46 D47 exam 2/Shared Document Area 1 3670 3670 R IN 42 " 84' Hinged -Door S01 1 3/4" Standard 3 hw:2G Wood Sound t:19 s:S D47 D48 Shared Document Area 1/Consult 4 3670 3670 L IN 42 " 84 " Hin ed-Door S01 1 3/4" Standard 3 hw:3G wood t:19 Sound Rated s:V D48 D49 exam 3/Shared Document Area 1 3670 3670 R IN 42 " 184 " Hinged -Door S01 1 3/4" Standard 3 hw:2G Wood Sound t:19 s:S D49 D50 Shared Document Area 1/Consult 5 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3G wood t:19 Sound Rated s:V D50 D51 Exam 1/Shared Document Area 1 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G Wood Sound t:19 s:S D51 D52 Womens Health/Shared Document Area 1 3670 3670 L IN 42 " 84 " Hin ed-Door S01 1 3/4" Standard 3 hw:1Q Wood Sound t:19 s:U D52 D53 we 4/Hall E 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G[711 Wood Sound t:19 s:S D53 D54 Hall E/Work Room 3070 3070 L IN 36 " 84 " Hin ed-Door S01 1 3/411 Standard 3 hw:3E wood t:1 d :T s:S D54 D55 Hall E/wc 5 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G[711 Wood Sound 09 s:S D55 556 Hall C/Hall E 3670 3670 L IN 42 " 84 " Hinged -Door VA Type 9 with Glass 1 3/4" 1 Standard 3 hw:SH-10 woodl 0 d :T ID s:V D56 D57 Hall C/exam 7 3670 3670 L IN 42 " 8411 Hin ed-Door S01 1 3/4" Standard 3 hw:2G Wood Sound t:19 s:S D57 D58 I Womens Health/Hall C 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:lQ I Wood Sound t:19 s:U D58 D59 Womens Health/wc 7 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/411 Standard 3 hw:2G[711 I Wood Sound t:19 s:S D59 D60 Hall C/exam 6 3670 3670 L IN 42 " 84 it Hinged -Door S01 1 3/4" Standard 3 hw:2G I Wood Sound t:19 s:S D60 D61 exam 3/Hall C 3670 3670 R IN 42 " 84' Hin ed-Door S01 1 3/4" Standard 3 hw:2G I Wood Sound t:19 s:S D61 D62 Hall C/exam 5 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G I Wood Sound t:19 s:S D62 D63 exam 2/Hall C 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G I Wood Sound t:19 s:S D63 D64 Hall C/exam 4 3670 3670 R IN 42 " 84' Hinged -Door S01 1 3/4" Standard 3 hw:2G I Wood Sound D9 s:S D64 D65 Hall C/Hall F 3670 3670 R IN 42 " 84 " Yes Hinged -Door S01 1 3/4" Standard 3 hw:12C I steel t:40 d :T ID s:V D65 D66 Shared Medical/Hall F 3670 3670 L IN 42 " 84 " Hin ed-Door S01 1 3/411 Standard 3 hw:sh-3D I wood t:1 s:V D66 D67 Shared Medical/Store e4 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw: 5D I D67 D68 Group Thero Rm/Store e3 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw: 5D I D68 D69 Group Thero Rm/Hall F 3670 3670 R IN 42 " 8411 Hinged -Door S01 1 3/4" Standard 3 hw:6C I wood t:1 s:S D69 D70 Hall D/Hall F 3670 13670 R IN 42 " 84' Yes Hinged -Door S01 1 3/41' Standard 3 hw:12C I woodl t:3 d :T ID s:V D70 D71 Jan/Hall F 3670 3670 R IN 42 " 8411 Hin ed-Door S01 1 3/4" Standard 3 hw:5D I Wood t:1 s:U D71 572 Shared Document Area 2/Hall F 3070 3070 L IN 36 " 84 " Hin ed-Door VA Type 9 with Glass 1 3/411 Standard 3 hw:SH-10 I I wood t:9 d :T s:LI D72 D73 exam 4/Shared Document Area 2 3670 3670 L IN 42 " 184 " Hinged -Door S01 1 3/4" Standard 3 hw:2G I I Wood Sound t:19 s:S D73 D74 exam 10/Shared Document Area 2 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G I Wood Sound t:19 s:S D74 D75 I exam 5/Shared Document Area 2 3670 3670 L IN 42 " 84" Hin ed-Door S01 1 3/4" Standard 3 hw:2G I Wood Sound t:19 s:S D75 D76 exam 9/Shared Document Area 2 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G Wood Sound t:19 s:S D76 D77 Shared Document Area 2/exam 6 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G Wood Sound t:19 s:S D77 D78 exam 8/Shared Document Area 2 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G Wood Sound t:19 s:S D78 D79 Shared Document Area 2/exam 7 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G Wood Sound t:19 s:S D79 D80 Hall E/CMO 3070 3070 L IN 36 " 84 " Hin ed-Door S01 1 3/4" Standard 3 hw:3E wood t:1 d :T s:S D80 D81 Hall E/Nurse 3070 3070 R IN 36 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3E I I wood t:1 d :T s:S D81 D82 Communications Rm/Hall E 3070 3070 L IN 36 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3E wood t:1 s:S D82 D83 Clean Utility/Hall E 3670 3670 L IN 42 " 8411 Hinged -Door S01 1 3/4" Standard 3 hw:SH-3C I m:Wood t:11 ds:Yes s:V D83 D84 Hall E 3070 3070 R EX 36 " 84 " ext. Hinged -Door S01 1 3/4" Standard 3 hw: E4 I Steel t:42 d :F dr:45 min s:S D84 D85 Lounge/Locker /Hall E 3070 3070 L IN 36 " 84 " Hin ed-Door S01 1 3/4" Standard 3 hw:SH-4 I wood t:1 s:S D85 D86 Hall D/Hall E 3670 13670 L IN 42" 84 " Hinged -Door VA Type 9 with Glass 1 3/4" Standard 3 hw:SH-10 woodl t:3 d :T ID s:V D86 D87 Store e2/Shared Medical Apts. 2 6070 6070 UR IN 72 " 8411 Double Hin ed-Door S01 1 3/4" Standard 6 hw: 5D D87 D88 Shared Medical Apts. 2/Hall D 3070 3070 R IN 36 " 84' Hinged -Door S01 1 3/4" Standard 3 hw:sh-3D D88 D89 Hall D/exam 8 3670 3670 R IN 42 " 84 " Hin ed-Door S01 1 3/4" Standard 3 hw:2G Wood Sound t:19 s:S D89 D90 Hall D/exam 9 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G Wood Sound t:19 s:S D90 D91 I Hall D/exam 10 3670 3670 R IN 42 " 184 " Hinged -Door S01 1 3/4" Standard 3 hw:2G I I Wood Sound t:19 s:S D91 D92 we 6/Hall D 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:2G[711 I Wood Sound t:19 s:S D92 D93 mh 4/Hall G 3670 3670 R IN 42 " 84 " Hin ed-Door S01 1 3/4" Standard 3 hw:3G I Wood Sound t:19 s:V D93 594 mh 1/Hall G 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3G I Wood Sound t:19 s:V D94 D95 mh 5/Hall G 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3G I Wood Sound t:19 s:V D95 D96 mh 2/Hall G 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3G I Wood Sound t:19 s:V D96 D97 mh 6/Hall G 3670 3670 L IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3G Wood Sound t:19 s:V D97 098 mh 3/Hall G 3670 3670 R IN 42 " 84 " Hinged -Door S01 1 3/4" Standard 3 hw:3G Wood Sound t:19 s:V D98 D99 Hall G 3070 3070 R EX 36 " 84 " ext. Hin ed-Door S01 1 3/4" Standard 3 hw: E4 Steel t:40 dr:45 min s:S D99 D100 3068 3068 R 36 " 80 " Yes Shower -Glass Slab 1/2" Hidden 2 D100 ** Use manufacture supplied dimensions for rough openings 1. The Lock is a Schlage AL44S Series Hospital Lock made for emergency access in an emergency situation The Doors have to have a special prep for the closers and the pivots The Frame has to have a special prep for the special strike locations for the emergency access hardware 2.12' tempered aluminum frame door, Medium style with 9/16 shatter resistant glass & Dark bronze anodized aluminum frame with full transom EXTERIOR AND COMMON AREA DOORS AND HARDWARE [7,64] SEE PREVIOUS SHEET FOR NOTES NOTE: SEE FLOOR FINISH SHEET FOR FINISHES AND SEE CEILING PLAN FOR CEILING MATERIAL& FINISHES A. Exterior Building doors and doors necessary to the lobbies, common areas, and core areas shall be required. This does not include suite entry or interior doors specific to Tls. B. Exterior doors shall be weather tight and shall open outward. Hinges, pivots, and pins shall be installed in a manner which prevents removal when the door is closed and locked. These doors shall have a minimum clear opening of 32" clear wide x 80" high (per leaf). Doors shall be heavy duty, flush, (1) hollow steel construction, (2) solid core wood, or (3) insulated tempered glass. As a minimum requirement, hollow steel doors shall be fully insulated, flush, #16-gauge hollow steel. Solid -core wood doors and hollow steel doors shall be at least 1-3/4 inches thick. Door assemblies shall be of durable finish and shall have an aesthetically pleasing appearance acceptable to the LCO. The opening dimensions and operations shall conform to the governing building, fire safety, accessibility, and energy codes and/or requirements. Fire door assemblies shall be listed and labeled. Labels on fire door assemblies shall be maintained in a legible condition. Fire door assemblies and their accompanying hardware, including frames and closing devices shall be installed in accordance with the requirements of NFPA 80, Standard for Fire Doors and Other Opening Protectives. C. Exterior doors and all common area doors shall have door handles or door pulls with heavyweight hinges. All doors shall have corresponding doorstops (wall or floor mounted) and silencers. All public use doors and restroom doors shall be equipped with kick plates. All doors shall have automatic door closers. All Building exterior doors shall have locking devices installed to reasonably deter unauthorized entry. F- W W 2 N H X W Z W C Q 2 O O G W W DOOR APPLICATION CODES A Laminated Glass ADO Automatic Door Operator(Swing orSlide) ALK Audible AlarmEgress) CL IStand-Alone Card Reader Lock R Card Reader D Double Glazed Tempered Glass E Delayed Egress DPS Door Position Switch DoorContact) H-Electric Hold -Open (Wall -Magnet Preferred, r Electro Mechanical Closer -Holder) IC 11ritercom ID lIntegrated Door Assembly IL lInterlocked L Louver LL Lead -Lined rs LP Light Proof Louver M Mechanical Seal for Light Proof & Sound RetardingDoor P Panic Hardware PB Stand -Alone hbutn Lock RF Radio frequency Shielded Door RR Remote Release Button STC Acoustic Door Assembly (Indicate STC Ratio # T Tempered I TL Timer Lock(Electric Lock/Unlock of Door Using Electric Timer r t 1" V L d Glass F Fire Rated Glass (No Wire) SECURITY HARDWARE ABBREVIATIONS AC Access Control Device (Cardreader, i m ri ea r keypad, ADO Automatic Door Operator DEML Delayed Egress netic Lock DEPH Delaved Eoress Panic Exit Device PS Door Position wit h (Door or Alarm Contact) EL Electric Lock/Strike or Electric Lever Exit Device PB Push-button m inati n Lock (stand-alone RR Remote Release Button Electric Latch Retraction Exit Device REX Request -to -Exit Switch in Latching Device Inside Trim PREFIX MEANING EXAMPLE USE EXAMPLE EXPANDED m: Material m: SVT Material: li 'n I Floor Tile (Luxury Vinyl Tile f: Finish f: W Finish: Wall Covering (Vinyl Coated Fabric da: Automatic (Door) da: ADO Door Automatic: Automatic Door Operator (Swingor lids d: Glazing (Door)d: T Door Glazing: Tempered glass I: iLined (Door)I: Yes Door Lined: Yes r: Ratio Do r dr: 45 oor Ratio : 45 minutes Security D Door Security: Card reader sw: Swing-(Door)sw: [121 Door Swing: See Note 12 t: (Door) t: 19 DQQr T r window, Sound Rated, Wood -Type s: Size Door s: V Size: Width = T-8" Height = T?0" hw: Hardware (Door) hw: 5G Door Hardware: Defined Variant "G" of General - Interior, Single, Storeroom. May include standard storeroom, storeroom with deadbolt, institutional lock (lockable both sides) WINDOW SCHEDULE Window Schedule Number Label Size Width Height Description Code Manufacturer Comments W01 5020FX 5020FX 60" 24 " Fixed Glass Bullet Proff Glass W02 22024FX 22024FX 264 " 28 " Fixed Glass Store Front W03 8024FX 8024FX 96 " 2811 Fixed Glass Store Front W04 40100FX 40100FX 48' 120 " Fixed Glass Store Front See Details W05 194100FX 94100FX 112 " 120 " Fixed Glass Store Front See Details W06 4024FX 4024FX 4713/16 " 28 " Fixed Glass Store Front W07 9424FX 9424FX 1119/16 " 28" Fixed Glass Store Front W08 7048FX 7048FX 84 " 561/4 " Fixed Glass Store Front See Details W09 7024FX 7024FX 184 " 28 " Fixed Glass Store Front W10 16024FX 16024FX 192 " 2811 Fixed Glass Store Front W11 3650FX 3650FX 42" 60 " Fixed Glass Store Front W12 3650FX 3650FX 42 " 60 " Fixed Glass Store Front W13 8020FX 8020FX 96 " 2411 Fixed Glass Store Front W14 8020FX 8020FX 96 " 2411 Fixed Glass Store Front W15 5020FX 5020FX 60 " 2411 Fixed Glass Store Front W16 5020FX 5020FX 160 " 24 " Fixed Glass Store Front W17 6030FX 6030FX 72 " 36 " Fixed Glass Store Front W18 5030FX 5030FX 60 " 36 " Fixed Glass Store Front W19 10020FX 10020FX 120 " 24 " Fixed Glass Store Front W20 10020FX 10020FX 120 " 24 " Fixed Glass Store Front W21 10020FX 10020FX 120 " 2411 Fixed Glass Store Front W22 10020FX 10020FX 1120 " 24 " Fixed Glass Store Front W23 3450FX 3450FX 140 " 60 " Fixed Glass Bullet Proff Glass DOOR SYMBOLS AND LEGEND Refer to PG 18-4 Standard Details for projects not in BIM. NOTES: 1. All doors shall be flush face and 44.45 mm (1-3/4 inches) thick unless noted otherwise. 2. Top and side rails shall be 228.6 mm (9 inches) minimum. Bottom rails shall be 304.8 mm (12 inches) minimum. 3. For scheduling door types see SECTION III. 4.Odd door numbers refer to wood doors. Even door numbers refer to metal doors. 5. Numbers in the schedule for door symbol refers to door size, material, and modification. Door frames to be hollow metal, with the exception of room requiring lead lining. 6. See Standard Door Type Detail #SD080000-01 for door types. 7. Patient Room Toilet doors to swing to outside (reverse); where not feasible provide HW-2B hardware. 8. Door Hardware shall conform to the most stringent requirements set forth in this document, VA Technical Information Library, and the latest edition of International Building Code (IBC). E Even door numbers refer to metal doors. 9" a) M , e" Odd door numbers refer to wood doors. [229mm] 2 _ M- E u 4 [229mm] g 8 100 IN 2 MAX. i i ; `I rE ►� o MUNTINS AS REQ'D. [.064m2 ], ; ee re 4 x25 [ 102x635mm] i _ T.A. OR W/F , T.A. __-1 OR LOUVER SIZE 1 3 W/F 5 7 AS REQ'D. - E 'A' LABEL 'B' LABEL N n '- 12 is u [305mm] 8"x10" [203x254mm] g"k got gas LEAD GLASS IF [229mm 10 _ E [229mm 12 [229mm] 14 REQ'D. (DR. 15) 100 IN 2 MAX. E SHELF RAY PROOF [.064m2], I (0 n-, L. IF REQ'D._._=_ --- 4"x25" i i i (DR. 15) - E [102x635mm] - u "---- ------- O E I 'F' GLASS N ^ Eu ,, 9 B 'C' 11 13 E 15/17 ^ 00 E 1296 IN2 [.84IMAX. EACH LABEL DUTCH DOOR LEAD LINED c° E LEAF 4"x25" [102x635mm] 'F' GLASS E COMBIN) LOCK & HANDLE 20 r11 r1 E O E I d. InLO 19 u 22 SOUND DETENTION RATED TYPE q1] SECURITY VAULT DOOR 36 T.A. VIEWER 9" MIN. rn 9" MIN. 24 [229mm] 4t26 [229mm] 23 LOUVERS AS REQ'D. W E 25 N ICE-, GENERAL NOTE: o ALL 'B' LABELED DOORS WILL HAVE A 90 MINUTE RATING. 40 SECURITY 37 f`O DOOR SECURITY: E INTEGRATED RM. DR. `,4 o DOOR N ASSEMBLY ku DETAIL TITLE / DOOR SCHEDULE, LEGEND, NOTES AND MODIFICATIONS [229mm 1. 0)I N N u 38 1 1 [229mm E 0 I O N '- 42 INTEGRATED DOOR ASSEMBLY U0 /tampa URBANoRDERAsimpa, Inc. 5005 south elberon street 33511 $13.832.5557 sa2002450 TMaa 11uw art, copyrighted and are WWA u copyright protection as an'anchllettuml work' under section 102 o10w copyright act 17 us.o n enwnded DecemGr 1990 AN town as architectural wake copyright protection act of 1990. The protection Includes but"na limited to thw overall form as well as anongarrent and wmpoalton of space. and atemente of the design. under such protection, unauthorlud use of these plane work a have reprosenled, can legally mein in the onutJon of ccns0uceon or buildings being seized" or mawury W.W.lbn to URBANORDERtempa k¢., Florlde regisha0on A426002460. ISSUE DATE 05/15/2019 REVISIONS 0 CV Ln CM U U �LL. Q (_� Cn > I_LJ i i CL W J W V 0 0 0 JOETOPH. FL.,REG. AR10095 DATE: 11119/2020 DRWN: CHKD: SCALE: SHEET NUMBER A=6 VAzhills 11/19/2020 11:28:14 AM HW-5DlEach Door. to Have: _NON -RATED QUANTITY & TYPE AS REQUIRED. 1 Lock J1_02 (d STORAGE, EVM, & HAC ROOMS ONLY) _Storeroom 1 Kielc_Plate_ _ ____..... 1 - Floor Stop (d Inswing Doors) 1_02121 x 3 FASTENERS_ _ 1 _. _Wall 3 Sto wi Do 02101 CONVEX L03011 __ Silencers Edge.. -Guard (0a Wood Doors) Flop. _ - Set Self -Adhesive Seals RATED/NON-RATED X INTEGRAL HINGE GUARD CF X ADJUSTA-SCREWS F07 54 ANNEL HW-5G Each-Do-orto Have: _ NOWRATED $ TYPE ASREQUIRED F07 _. -__ 1___--_ 1. Hinges _____-_ -_---QUANTITY StorerQom Lock __. .__ --- _. _ K ick P Izte_ 1.02 1 Floor Stop L02121. x_3 FASTENERS __. ___ ._- IJ32300.x 57 MM WIDTH (2-1/4.IN_ HE 1 Threshold 1 Auto Door Boft m ROY 46.- HEAVY-DUTY_- IROY154 2 Sets Self -Adhesive Seals HW-6C Each to Have: _ N-RATED/RF AATED_____ 1 Con inuous Hinae ____._.. x INTEGRAL HINGE GUARD CHANNEL _--- _-- ------ _ __X Exit Device ADJUSTA-S 1_ __._.. TYPE 1 F08 LEVER TYPE AS REQUIRED Cylinder .1,--,.,--Key 1 _ _ CQsr -- CO2021-- J 102 1 Kick Plat 1 . _. _ Edge Guard (@_Wood Doors) J208M / J211 (VERIFY) CUT: HARDWARE _- 1______ -_Floor 1 Stop Threshold L02121 x 3 FASTENERS J32300 x 57 MM WIDTH (2-1/4 INCHES ROY346 - AVY_DUTY ROY154 1_- Auto _Door Bottom -_ - 2 Sets Self -Adhesive Seals :ach [AC,- EL. REX, DPSI Pair-1 tegrated Doors to Have__ EZ4TED Steel Frame ntearated Pair Doors w/ lec iEVICE 1 E011F13 EO1, __,i1E06 VERIFY) 2 _.- Continuous Transfer Hinges A51031 B x 4 THRUWIRE TRANSFER x IN HINGE ACCESS P) Power Su ly Regulaed. Filtered, 24VDC. Amperage -__.._ Self Ad ielive Astragal ROY 1_4 CO2021 (PT4D, PT4F, PT4Hj__----- Armor Plates J1 1 x 1.275 mm (0.050 inch) THICKNESS 2 _ 2 _ -__ Floor Stops 102121 x 3 FASTENERS 1 Set Self Adhesive Seals ROE154 POWER, WIRING, AND CONDUIT BY DIVISION 26. LOCK CYLINDER BY SECTION 08 7100, DOOR HARDWARE. HW 12CEa h ADO] Pair Integrated_Double Egress Doors_to_Have: RATED._______ _ 1 Fr ___-Steel Integrated Pit DQors_w/Exit - -- Q23 1_x TYPE 8 EXIT DEVICES (F01) DEVICES.___ Continuous Hinges A51031 B 1 _______.__ Se f A hasi i -Seal Oyedapping Astragal with-_ R5Y034 x ROE154 x THRU BOLTS losers CO2011/CO2021 (PT4D, PT4H) 2 _. 2_ _ n tic Ho-Iders C00011 TRI VOLTAGE Set Self Adhesive Seals ROE154 1 POWER, WIRING, CONDUIT, AND FIRE ALARM CONNECTION BY DIVISION 26. - NON -RATED in r 2O11/CO201.___ _31.02 __. _ -.__.. ___. 2 t-aFASTNERS _ door) 2120 x SILICONE GASKET door)UMINUM, PER ARCHITECTURAL DETAIL... - - R Y4 . - - ---. ROY164 ROY976 HW-E4 E _.Door to Have: NON -RATED __. 1 Con inuous Hinge 1 Anti -Vandal Pull Exit Device _ _ TYPE 1 FO3._LESS TRIM 1 Qh Protector o tswin dr. _- 1 ey_ tin er ...... TYPE AS REQUIRED CO2011 1102 LO2121 x 3 FASTNERS_ Closer --_ Kick I te__ Floor Stop 1 J32120 x SILICONE GASKET -Threshold Door Sweep--.-ROY416 Set Frame a Is ROY164 1 Drip - ROY976 - - - - -- -- -IW-SH-3F. Each [AC, RR, EL, REX, DP5] DoortQH v : RATED I Continuous Transfer Hinge _. x INTEGRAL HINGE GUARD CHANNEL-- _XADJUSTA-SCREWS x 4-THRUWIRE TRANSFER x IN -HINGE ACCESS PANEL I - Electrified Lock _ F13-MOD x RIGI _OWl TSIDE LEVER X NO INSIDE ----TURN X KEY RETRACTS TCHBOLT AND DEADBOLT E 1-R X E 6 24VDC I Power Supply_ REGULATED, FILTERED, 24VDC, AMPERAGE.,_____ AS REQUIRED I - Closer _ CO2011/CO2021 1 Armor Plate- J101 x 1.27 0,050_INCI H) THICKNESS I —Edge--Guar Wood Doors) 2 M / 21 VERIFY, CUT -,.HA TARE_ __.._ ....__ _ Floor Stop -_ L02121 x 3 FASTENERS I et_Self-Adhesive Seals _ ROY154 Alarm CQntact 120VAC POWER, CONDUIT, AND WIRING BY DIVISION 26. CARD READER BY DIVISION 28. -lW-4 Each Door_to Have:_ NON -RATED Hinges AMITY & TYPE AS REQUIRED__ - I Clas -oom Lock F08 ._ _ I —Overh ad Stop C04541____ 3 Silencers L03011 W-4D 1 Each -Door to .Hav_e; -_ _ -- _--_ Continuous Hinge RATED_.._ x INTEGRAL HINGE GUARD CHANNEL X ADJUSTA- R W 1-_ 1 I om_Lock—- _ _. _-- _--- -_ _ Arm r Plate FO 2O11/CO2O21 J101 x 1.275 MM (0.050 INCH) THICKNESS -_-_-Closer 1 1 P Inswing Doors) J103__ -Mop 1 Ed Sward (@. Wood DoorS� _ _ __ 208M / J211 �VERIFYYCC�T: HARDWARE_ 1___--Floor 1 S-3-Outs-wing Doors) -- -_-. L02121 x 3 FASTENERS----__...__ L02101.CONVEX Wall Stop (5 Inswing Doors). _ 1 Set Self -Adhesive Seals ROY154 Self -Adhesive Seals Floor Stop T rashold Auto Door Bottom _ Sets Self -Adhesive Seals ITITY & TYPEASREQUIRED 11 CO2021 _.._- !1_x 3 FASTENERS 54 RATED -- - - - __. x INTEGRAL HINGE GUARD CHANNEL ___ XADJUSTA-SCREWS F09 CO20111_02021 -- - 0.01 x 1.275 MM (0.050 INCH) THICKNESS J-20M / J211 (VERIFY), CUT: HARDWARE L02121_x 3 FASTENERS L02101 CONVEX ROY154 ED/NON_.RATED WTITY & TYPE M. REQUIRED - 011 /CO2021 21.0 FASTENERS_ IQO_X 57 MM WIDTH_( -1/ I _ ES) 34 -HEAVY DUTY_ 154 1-.-..-Continuo sHirge___. ____ ___ x INTEGRAL HINGE GUARD C X-ADJUSTA-SCREW__ 1_ Utilit _Lock F09 1 ---Armor late ____ __ _ 101 x 1 27 -MM (0.050 INCH) 1 h ae Guard (9D W od. Doors) J2 8M I J211 VERIFY), CUT: F 1 Flo .r Stop _-_ 2121 x 3 FASTENERS_ 1 Set Self -Adhesive Seals ROY154 1 _Steel Frame__ --- ----- - - 1 _ In e r ted Door w/Elec. Exit D yips_ Q2131 x TYPE 8 ELECTRIC DEVICE (E01, E05/E06 VERIFY)x F13 LEVER 1 ontinuo Transfer Hinge A51031 . x 4 THRUWIRE TRANSFER x IN HINGE ACCESS. PANEL 1 Power Supply REGULATED, FILTERED} 24VDC, AMPERAGE__- A _RE UIRED 1 loser C 2021(PT4D, PT4F, PT4H) _.._._ 1 Armor Plate A01x 1,275 mm (0.050 .nch) THICKNESS Floo S.top L02121 x 3 FASTENERS 1 Set Self Adhesive 5eals_ROE154 1 Alarm Contact 120VAC POWER, CONDUIT, AND WIRING BY DIVISION 26. CARD READER BY DIVISION 28. LOCK CYLINDER BY SECTION 08 7100, DOOR HARDWARE. Each Door to Have:_. .. opus. Hinge -- -- --------- set- - Kick Plate I1WAQ RATEDINON-RATED ____ F 4 --- - -- - 1 -Latch 1 -_ 11 02 1 __Closer _ Qrated doors) __ _ 201__11CO2021. L 2101 CONVEX 1 Wall to __ Threshold - _J32 00 x 57 MM WIDTH (2-1/4 INCHES)- __..1 Auto Door BottomRQY 46 -HEAVY DUTY _ 2 Sets Self -Adhesive Seals iROY154 1W 2G Each Door to Have. _-_ . RATED/N N- T D_. ---- Hinges- _.- --.._ ANJLTY_& TYPE AS.REQUJR.El) Keyed PrivaoX_Indicator Lock F13 x OCCUPANCY INDICATOR Closer CO20111CO2021 _ Kick Plate _..___. J102 _—Mop Pate Inswing_Doo_rs) --J14 ._ Floor_Stop L02121 x 3 FASTENERS Auto DoorBottom __ R Y346 - HEAVYQUTY Set elf -A h sLe-Seals _ Y154 STONE THRESHOLD BY OTHER TRADES. HW-S�Each _Door Have: NON RAT 1 ontinuous Hinge Door. Pull J401 x J302__.___ - _ 1 Lock DETENTION TYPE LOCK _ _......... rik AS-REQUIRED- 10verheadStop C01541-ADJUSTABLE X SEC. TORX__ 1 _ ___. _ 1 1 Door Position Switch HW-3E Each Door to_Have: NON -RATED _ 1 _ _ 1 Hinges - UANTITY & TYPE AS REQUIRED_ Bice Lock F04 - Floor_Stop L02121 x 3 FASTENERS 1 Set Self -Adhesive Seals ROY154 1 Coat Hook L03121 OMIT COAT HOOK WHERE GLASS LITE PREVENTS INSTALLATION. HIN- ---------- -- ach D or to aye--_ _ _ N �I-RATED Hinges _ __ Lock _ . _-- -__-. ANTITY & TYPE AS- REQUIRED 1Office _04 02.121.x 3 FASTENERS ° VI W INTO CORRIDOR- .- 1- Stop _ -Floor _-_-- 1 r V• wer_(Mental Health Only _ __ ___.__L03221- _ __ _.___ Auto Door Bottom . 1__ 1_ _._ _. 2 _Self J32300 x 57 MM WIDTH-(2-. ROY346 - HEAVY DUTY 130Y154 _ . -Adhesive Se Is 0 IT.VIEWER IF DOOR PROVID WI H I TE,._ _.._ __.. _ _ _ EVENTS INSTALLATION. RATED/NON-RATED. UANTITY-&RPEM REQUIRED 4-WIRE TYPE AS REQUIRED OMIT COAT HOOK WHERE GLASS LITE P IW-SH-3 Each LAC, EL, R D.PS D r to : Hinges___ _ _- I 1 Transfer Hi _ Electrified E06)24VDC_.. 1 owerSupply _(EO1-REX, FILTEREDj4VQC,AMPERAGE .._ ..__ .__REGULATED, EQ.UIRED 1_..__—Closer.---- I - - 1 -- --.-____ _ _CO Floor —.Stop— - - - .... ---- Threshold___ - ._- 011/CO2021 3 _A_STENER5_ 00 x 7 MM WIDTH (2-114 INCHES I 2 _ _ _ _Sets MU U LJUUI D Ll II .— _ Self -Adhesive Seale._ _ I et — f1GP1v I Liu 1 I ROY154-- 1 Alarm.Contact I N.26• BY DIVISION-26. 12 VAC_POWER. CONDUIT, AND I _ CARD READER BY DIVISION 28. HW-S -3 _ . Each [PB] Door to H aveL.___ _. N N-RATEDIRATED x INTEGRAL HINGE GUARD CHANNEL 1--Conti uoi ge _ _. ADJUSTA-SCREWS Push-b tton Combination Lock _ N - Al 56.13 F07 G1 E06 1--- t_ ___ 1 loser -- - _ _ -- - Armor Plat ___J1 1 0 021 ---- 1 x 1.275 MM 50INCH) THICKNESS...- Ed -Guard (5 Wood Doors) 208M / 11__(VERIFY), CUT: HARDWARE- 1 Floor Stop___ L02121 x 3 FASTENERS -_- 1 Set Self -Adhesive Seals ROY154 HW-S -3D ach [-C, EL, REX, DPS]_Door to Have:_RATED x INTEGRAL HINGE GUARD CHANNEL 1. _ _ Continuo s"inae - X ADJ STA-SCREWS X-THRUy11IR RANSFER X IN -HINGE ACCESS PANEL 1 .__. _ 1 _ Electrified Lock.- __ F07(EO1-REX E06 24VDC . __._ _. Power Supply_._,. _-_--._-_. REGULATED. FILTERED,_ 24VDC, AMPERAGE._- S REQUIRED CO 111 2 21 _ __. 1 -- _ _-_-- CI er 1 Armor PI ____ _____ J101 x 1.275 MM (0.050 INCH) THICKNESS 1 -.,..--,EdgeGuard (@ Wood Doors) Threshold _ 208M / J211 (VERIFY.), CUT: HARDWARE 32300 x 57 MM WIDTH (2-1/4 INCHES. 1 _ 1 Auto Door Bottom Y346 - HEAVY DUTY_ 2 _.—Sets Self -Adhesive Seals___-- 1 Alar Contact _ _ 120VA POWE _CONDUIT, AND WIRIN3 BYDIVISION 26. CARD READER BY DIVISION 28. UPDATED 11/02/2020 ^ Notes: Kick plates and/or mop plates are not required on following door sides: a. Armor plate side of doors; b. Exterior side of exterior doors; c. Closet side of closet doors; d. Both sides of aluminum entrance doors. U0 /tampa URRANoRDER.tampa, Inc. 6006 south o1boron street 33811 813.832.6667 sa2002W URBANoRDER.tam a inc. These pan. am Copyrighted and are WWJ to oopaght proWtian u an'arddecWml woW under section 102 o1 tw aWytlght ea. 17 u.s.o. as amemle0 December 1990 and Known as amhlWWmi wake copyrW pmWion ad or 19t0. The p methn kdludss but Is na erred d aar overt brm is was as arrangement afd mnpostion of speoes and elan m of Ole deslpn, under such potedbn, urwutivized use or Mae plarw, woA a home represented. Can lsgelly resuk in Ms caeestion of cautnd0ol or buanp bekq seized aMPor m tsry Canparawlbn to UWNoMER1Wps Inc., Fkdda reglsVetdn AA2fi00t/80. ISSUE DATE 05/15/2019 REVISIONS 0 LO co c U � CU � z m O U u' CQ W L N N JOE TOPH. FL.,REG, AR10096 DATE: 11/19/2020 DRWN: CHKD: SCALE: SHEET NUMBER A=7 UPDATED 11/02/2020 Lockers n1� ` / 6 High 1 s4> 66,unge o c k e r 294 sq ft Cabinets Storage2 2r !Mft 163 Shared Medical Apts. 2 383 sq ft NOTE: INTERIOR DIMENSIONS ARE TO FRAMING, NOT TO DRYWALL Clea 166 W43 utility W43 59sgft �D93�- W43 TALL WALLS ARE TYPE W=4 'UNLESS NOTED OTHERWISE j �W1Bi W1 X W14 Nl13'i IW121 Nurse167 168 CT60 172 174 176 177 CM�O w43 � � � Stora a lOfedical� O W43 W43 we 5 Work Room Conference Rm Sto. Med. Equipment g 99 sq ft gg sq It y Extended Team Area 1 O General 230 sq ft h�,� 70 sq ft 99 sq ft wa3 190 sq ft wa3 118 sft e gg sq ft e OFA09 Office, Nurse Manager??? I 43 Wa3 W43 OFA09 Office, CM07?7 q I Counter Tops I� Uppers 38hx12d % II W43 D9] �D50) D54� W42 165 Hall E W43 161 Communicati ons Rm -, 110sgft i I �D78 I F1670 exam 8 T 124sgft i i Da"5j Patient Rooms- chil have in j indicator lights and color exam 159 room }lags I� exam 9 I� 125 sq ft 179 MEP 1'D23 Receiving W3 94 sq ft 99sgft W3 ._Q STC a5 181 bio haz W3 30 sq ft 23 OE re n n W3 — 1s5 Hall E HIM Hall E CT020 36'w 24d & CD040 STATION 165 894 sq It 44 36wx38hx12 U N. D21 - W43 W43 W42 - __ -- 146 147 Cabinets 48wx24dx36h 178 W4 medications f-�Jppers 126wx38hx12d 175 W43 48wx24dx36h�! exam 7 37 t;D1140 Countertop Full Width 4f bank of draws right W43 128 j Upper24wx38hxl2d 125 sq ft wa3 wa3 WC 4 I src as I / Dili STC 45 1Z 42 sq ft I (j wa3 127 J� (p:>n • u 118 AI Consult audio J DS W42 125 sq ft -t 125 sq ft Patient Rooms 4 VERIFYLOC117� W43 12a.s66 ( W43 Womens Q shall have in -use Tele-Health 1 l 126 indicator lights W43 LW43 ---' HealghE and color exam ^" w42 125 S ft 111 L'u'l ' --- -=i 146 s It �j Exam ft room flags q a D77 1 q - 247 sq ft W43 - iD1t] 116 wx 124 O Q59� Podiatrist W4 lab 1 blood - exam 6 I g I�_ W 4-` I 125 s ft RIFYL toN—� 169 sq ft Nurse 125 s ft 143 oeul q 115 kL4Cabinets Station q we 7 '{ Shared Document Area 1 � 'r�� ppers42wx38hx36h annunciator 1 125 I f"""- -•.., Uppers42wx38hx12d� [� - w43 Tele-Health 2 169 H/W wa3 60 sq ft Nurse 783 sq ft Consult 5 �v I __ Station -� '—' 125 sq ft 2 > 2 STATION .annunciator Shared Document Area 2 w43 —�---t Via`; 125 sq ft 120 I 1— Wa3 142 Patient Rooms �— 1 /' 765 sq ft t DTS, � 1a � _ Hall B 1z3 __ urine - shall have in -use exam 5 °d9' 9' CEILING U.N.O. 245s ft 'I `D15 _ indicator exam 3 ' q Consult 2 125 sq ft waz a� colorexam wa3 125 sq ft II 125 sq ft t W42 •� O _ - W43 I q� W43 a 4 a Cabinet 84wx24dx36h W 42 100 q e —�` Uppers 84wx38hx12d (Verify) 1yy{3 \ - Consult 4 W42 121 S ft wa3 wx 15s (o?'; Copy / Supply �J 1 wa3:__._ Co / Su I , 125 sq ft OPC- Pharmacy 11z 138 pY pp y Wa3 y Consult 1 Cabinet 66wx24dx36h O (III 123 sq ft -- - `N43 wa3 exam 10 _ W43 i- Hall C 13s ��° ,Veh+>i ._,,h _._ O O 124 sq ft sq ft li- O i� I ' ti wa3 Pharmac Whole Health 11 ° 140 266 sq ft v W43 Work m/ W43 i � \J 'L_. wa3 _. W43 Swins Consult W43 WC W43 an W43 e25 sq ft V exam 2 " 1F Base48wx24dx36h Storage -'f—bank of draws right34 s ft q 130 Das - I 119 wa3 C129OUpper24wx38hx12d 51 sq ft q - 124s ft We 8�;._ ��- 10s Ic q L46 s ft q i wa i ` 48 s ft 43L43 s tt tora a 6::' jwe Wa3 QQ W 39 sq ft W43 q S CEILING HEIGHT W433 47 sq ft 46 sq ft WX Wa3 q 9 e 9' CEILING Lu EIGHT CHANGE CMU COLUMN i j - - 909 9' CEILING (W0 Hall F 131 -� 553 sq ft 9' CEILING UNO Ms^CHE l "I cTozo - WALL ABOVE 1 INTERIOR W y irW43 t� cDAEWCW! 150 -7 m --g — -.. W43 V11 _ W43 - �.._ �._ 1 / WATER FILLER N R Stora t� ora _ wX 124 sq ft wa3 wa3 18 sq 137 �' `N 3 ! 189 R35 I It -ii I �pF/vC, O w43 =� (l_, .w43 Fi��NG � 9h RoofPEN lLING Abovew/ ".._. i - � ' . __I -� 1 os li WINDOWABOVE-► I , 1 3 Healthavet - _ VOLUNTEER Computer T_ VERIFY SPACE NEEDED t� / - - -' HELP DESK -. ..., I , FOR ACCORDION DOOR L Y u � �- I __KE-3—D l01GLASS WALL-i-�,l100=151 @) INTERIORWALL � j► 153 136 III 134 g� — —ABOVE SHELF / / Waiting Room W43 Hall G W43 Grou ero f - p py Shared Medical was cn CEILING 1250 sq ft OQ 157 s ft mh 5 I I �I I � Y This Area UL 752 CHAIRS EOF�WAITING q Rm 343 sq ft o : , U) , - (ROOF PER FT SLOPE 0 125 sq ft III 132 I o l; o Level 3 ballistic- 298 s ft wa3 € resistant - LOW WALL wa3 g III PT Z Y = _� I S Wz 9' CEILING wl wire mesh] ^ wx III 691 sq ft EXTERIOR WALL ABOVE I LU i WS WS 0 above sheet rock - wa3 --..._ a> was snort clas•a 103 i Doi •� V • '.� •t, 155 III Stor�ge5 Vestibule 9' CEILING w/ W3 Armory ws CD wos e III 85 SIq ft 1 ° 64 sq ft 35 scl ft O r I"1+ •' ' . a �0 i Shelf @ 10.5' o FILLALLCMUCELLS INTHIS AREA. VERIFY STEEL COLUMN X •' s} �L��. / If m h 6 III - REINFORCEMENT REQUIREMENTS yV06 W07 �oy 125 sq ft — — — — — - - 45 _ — -- — W I r ,Otdp DOl a W02 W3 W W04 WOS �s PS o III IN WSU Securit 105 " • It 109 ss sea St0 ra 1 w CMU CTOILP CAL ' u I 11�j� sq W3 ; w1s w2o wz1 w22 * - 104 Z J CHILI wl Holding Rm - wwoowswWALL ,Oh1TD001?'' Low'Ro Above 44 s ft WS Wheel Chau ABOVE THESE ROOMS. AREA 4 storage area WX SEE ELEVATION VIEW�j HIGH ROOF OVERHANG ��le� t hiss WS WX + 4 1 . '' •J COLUMN FOR l '. LOW ROOF WO1 !.I' T �•S:�I HIGH ROOF OVERHANG 10' CEILING ' WALKWAY .ROOF FLAG POLE T SEE CIVIL PLAN FOR SIZE & LOCATION BENCH - STEEL COLUMN CC COLUMN I-------- �— 12' CEILING �I DROP-OFF ROOF WALL TYPES SIDEWALK FLUSH WITH PAVEMENT u U0 /tamp UIRBANoRDERAwn 5006 south Oro;, ISSUE DATE 05/15/2019 REVISIONS LO Cy') t" J U co o W CIL N Q JOETOPH. FL.,REG. AR10095 DATE: 11/19/2020 DRINK CWD: SCALE: SHEET NUMBER SCALE 1/811=11=011 VA z hills 1 Amil 19/2020 11:28:16 AM UPDATED 11 /02/2020 1 CONT. 16 GA. METAL TRACK FASTENED TO STUD WITH #10-16 TEK SCREW BOTH SIDES TOP OF WALL m 12" ABOVE CEILING TILE ACOUSTICAL TILE CEILING 9' AFF UNO I THROUGH CEILING 31/2" (25 GA) METAL STUDS @ 24" O.0 - 5/8" GYPSUM WALLBOARD =E ROOM FINISH SCHEDULE )R DETAILS (T150-33 TRACK, MATCH WALL THICK I OR F-3 FASTENERS @ 24" O.C. MAX 4SE AND FINISH FLOOR - =E SCHEDULE ROUGH FLOOR ACOUSTICAL SEALANT STC 43 ALL TYPE W-1 NOT TO SCALE i STC 43 z WALL TYPE W-2 NOT TO SCALE NOTE: 5-1/2" WALL STUDS MAY BE CALLED FOR, SEE FLOOR PLAN FOR LOCATIONS xxxT150-33 TRACK, MATCH WALL THICKNESS F-1 OR F-3 FASTENERS @ 24" O.C. MAX % ////7// TOP OF WALL STOP @ UNDERSIDE OF STRUCTURE ACOUSTICAL TILE CEILING 9' AFF UNO W22 21/2" BATTA) METAL INSULATIONUDS @ 24" O.0 W23 STUDS @ 24" O.0 31/2" BATT INSULATION W25 STUDS @ 24" O.0 31/2" BATT INSULATION —_ _ ___----- 5/8" TYPE 'X' GYPSUM - WALLBOARD xxxT150-33 TRACK, MATCH WALL THICKNESS F-1 OR F-3 FASTENERS @ 24" O.C. MAX / BASE AND FINISH FLOOR - SEE SCHEDULE ROUGH FLOOR ACOUSTICAL SEALANT I STC 48 3 WALL TYPE-W-3n NOT TO SCALE xxxT150-33 TRACK, MATCH WALL THICKNESS F-1 OR F-3 FASTENERS @ 24" O.C. MAX TOP OF WALL STOP @ UNDERSIDE OF STRUCTURE _ ACOUSTICAL TILE CEILING _ 9' AFF LINO 51/2" (25 GA) METAL STUDS @ 24" O.0 5/8" TYPE X GYPSUM WALLBOARD T150-33 TRACK, MATCH WALL THICKNESS OR F-3 FASTENERS @ 24- O.C. MAX iE AND FINISH FLOOR - SCHEDULE ROUGH FLOOR T ACOUSTICAL SEALANT CONT. 16 GA. METAL TRACK FASTENED TO STUD WITH #10-16 TEK SCREW BOTH SIDES TOP OF WALL J 12" ABOVE CEILING TILE Insulate wall 12" above ceilings ACOUSTICAL TILE CEILING --J; 9 AFF LINO THROUGH CEILING - 5/8" TYP X GYPSUM WALLBOARD STC 48 (:: WALL TYPE W-4n NOT TO SCALE ALL WALLS ARE TYPE W43 UNLESS NOTED OTHERWISE BATT INSULATION xxxT150-33 TRACK, MATCH WALL THICKNESS F-1 OR F-3 FASTENERS @ 24" O.C. MAX — BASE AND FINISH FLOOR - SEE SCHEDULE ROUGH FLOOR — ACOUSTICAL SEALANT SOUND TRANSMISSION CLASS (STC) 45 The sound resistant enclosures (partitions, doors, duct system) of the spaces listed below shall be designed to suppress generated noise and provide a satisfactory degree of acoustical isolation for adjacent occupied spaces. A minimum Sound Transmission Class (STC) rating of 45 shall be achieved. As shown on the conceptual documents. A/C and other mechanical equipment rooms All Clinic rooms: exam, procedures, offices, group and conference rooms SOUND TRANSMISSION CLASS (STC) 40 The sound resistant enclosures of the following spaces shall be designed to assure speech privacy and achieve an STC rating of 40. Conference rooms Consultation offices Examination and treatment rooms Individual offices in Mental Health and Behavioral Sciences Service Audiology and Speech Pathology areas NOTE: Sound Rated Wall shall be installed with 1/8" to 1/4" between the drywall and the floor, and then fill that gap with very flexible acoustic sealant. Avoid compromising sound isolation with electrical outlets, follow these guidelines: 1. Do not put outlets back to back, put them in separate stud cavities 2. Seal the outlets well with acoustical caulk. Seal quality around the outlet is critical. 3. Use an acoustical pad around the outlet. 4. Use insulation in the wall. FIRE RESISTANT WALLS & CEILINGS: 703.7 Marking and identification. Where there is an accessible concealed floor, floor -ceiling or attic space, fire walls, fire barriers, fire partitions, smoke barriers and smoke partitions or any other wall required to have protected openings or penetrations shall be effectively and permanently identified with signs or stenciling in the concealed space. Such identification shall: 1 Be located within 15 feet (4572 mm) of the end of each wall and at intervals not exceeding 30 feet (9144 mm) measured horizontally along the wall or partition. 2 Include lettering not less than 3 inches (76 mm) in height with a minimum 3/8-inch (9.5 mm) stroke in a contrasting color incorporating the suggested wording, "FIRE AND/OR SMOKE BARRIER —PROTECT ALL OPENINGS," or other wording. 714.3.2 Membrane penetrations. Membrane penetrations shall comply with Section 714.3.1. Where walls or partitions are required to have a fire -resistance rating, recessed fixtures shall be installed such that the required fire resistance will not be reduced. CEILINGS A complete acoustical ceiling system (which includes grid and lay -in tiles or other Building standard ceiling system as approved by the LCO) throughout the Space and Premises shall be required. The acoustical ceiling system shall be furnished, installed, and coordinated with Tls. A. Ceilings shall be at a minimum 9 feet and 0 inches and no more than 12 feet and 0 inches measured from floor to the lowest obstruction. Areas with raised flooring shall maintain these ceiling -height limitations above the finished raised flooring. Bulkheads and hanging or surface mounted light fixtures which impede traffic ways shall be avoided. Ceilings shall be uniform in color and appearance throughout the Space, with no obvious damage to tiles or grid. B. Prior to closing the ceiling, the Lessor shall coordinate with the Government for the installation of any items above the ceiling. C. Should the ceiling be installed in the Space prior to construction of the Tls, then the Lessor shall be responsible for all costs in regard to the disassembly, storage during construction, and subsequent re -assembly of any of the ceiling components which may be required to complete the Tls. The Lessor shall also bear the risk for any damage to the ceiling or any components thereof during the construction of the Tls. D. Ceilings shall be a flat plane in each room and shall be suspended and finished as follows unless an alternate equivalent is pre -approved by the LCO: 1. Restrooms. Plastered or spackled and taped gypsum board. 2. Offices and conference rooms. Mineral and acoustical tile or lay in panels with textured or patterned surface and tegular edges or an equivalent pre - approved by the LCO. Tiles or panels shall contain a minimum of 30% recycled content. 3. Corridors and eating/galley areas. Plastered or spackled and taped gypsum board or mineral acoustical tile. E. For ceiling installations in new lease construction projects, tiles or panels (for restrooms, offices, conference rooms, corridors, and eating/gallery areas) must comply with the following environmental standards: a) California Section 01350 standard for low-VOC materials; b) recyclable in a closed loop process; c) USDA Certified Biopreferred; and d) Environmental Product Declaration (EPD) available. INSULATION NOTE: 5EALED GAP IN 1 #5 WALL & ROOF IN5ULATION BAR IN FILLED CELL VALUE WILL BE DETERMINED BY THE ENERGY EVALUATION REPORT. CAULK See Roofing Specifications MTL. FLA5HING for more details 'k INSULATION b" THICK WITH A MINIMUM DEN5ITY OF 1.25 — - POUND5 PER CUBIC FOOT (R-25 Min) METAL DECKING TACK - WELDED INTO PLACE. STEEL J015T PER ENGINEER 5PEC5 -- CONDITIONED ATTIC SEE SPECIFICATIONS BRACING PER STEEL MFG - CANT. 5 DRYWALL CEILING IN -- -' SELECT LOCATIONS OTHER4NI5E OPEN 1 xb PT DRAPE BLK& ABOVE WINDOWS STORE FRONT _ ------ WINDOW5 WINDOW - SEE PLANS FOR SIZE AND LOCATION SEE WINDOW MFG. FOR ANCHORAGE REQUIREMENT5 SILL - CAULKED @ WINDOW 5/6" Type X G.W.B. OVER 3/4" LGF FURRING @ R-4.1 ---- -__ 1 x4 PT BASE -- ----- FINISH FLOOR 4" GONG. W/ bxb WWM OVER .006 mil. V15QUEEN VAPOR BARRIER TAPED OVER COMPACTED FILL TREATED FOR TERMITES SEE STRUCTURAL PLANS STUCCO BAND NOTE THAT STRUCTURAL PL,4N SUPERSEDED THE DETAILS 61YEN HERE. - - Lb"X4"X 3/4" CONT. EDGE ANGLE. ATTACH TO GONG. BLK. WALL W/ 3/4"Xb" WEDGE ANCHOR @ 2411 O.G. ------- ___ - LINTEL BLOCK W/ (1) #5 ROD CONT. POURED 50LID W/ 3000 P51 CONCRETE. -_ STEP AS NEEDED TO STAY W/ SLOPED ROOF -- OPTIONAL HALF HEIGHT BLOCK IF REQUIRED TO MAKE HEIGHT Bridging attachment, 6" OF L4"X4"X 1 /4 or thicker attached to GMU wall using one 1 /2"x4" Wedge Anchor METAL DEAD WOOD WHEN NEEDED TO ATTACH CEILING, ATTACH U51NO 51MP50N 1/4"X1 TITON SCREW OT TAPCON5 @ 24" MAX. O.G. 5" X 8" CONCRETE LINTEL A5 PER TABLE, NOTE THAT HEADER HEIGHT MAY VARY SEE ELEVATIONS FOR HEIGHT - - PRE -CAST GONG. SILL -- - _--- - FHA HEADER NX kNALL SECTION NOT TO SCALE 0 U 0 Itampa URBANoRDER.tarnpa, Inc. 8006 south elteeron street 33611 813.832.8887 sa2002"O IURBANoRDER.tampa, Inc.1 Theme plana ate oopydphtM and are wbject b mprot potectinn n an'amhltectuial "I" under eecedn,0i a tlr mpytight ect. 17 u.e.o. ae drtrllded DBC9nIbaf 11i60 eM klle'"n 66 ertlelectulal •ahe mph qa p,aecaon act o11990. TM porclbn -wee but ia mt emited to the —.0lam m rra angement and mmposlllon of c a*— .gems anle cf One dew under such P.. wuI Drbad un of Urea pone, "ak a hand. alegally nlm me meeatb ofmbulbinge being seleo eMrw mrry m"peneadon b UR9ANaRUERtampe k , Fb Ida repa� AA26001480. ISSUE DATE 05/15/2019 REVISIONS L CN M CM U CU > .2 Z m _O LL Uo W L a i N - - 8" G.M.U. STEM WALL - NUMBER OF COURSES VARIES PER 51TE GRADING CONDITIONS U) W CL - REFER TO PLOT PLAN J EXTERIOR WALL (TYPICAL) FOR SLOPE CONFIGURATION Q Rt JOE TOPH. FL.REG. AR10095 DATE 11/190020 DRWN CHKD. SCALE. Z SHEET NUMBER Am9 UPDATED 11/02/2020 CMU LOW WALL LOW ROOF ROOF - HIGH SIDE PARAPET WALL CEILING UNO AWNING OVER EXIT DOORS RAIN LEADER—\ ------------------------------------- WALL BEYOND C3J 9 0 z Exterior Elevation Front ENTRY HIGH ROOF WI PARAPET ------------- ------------- /--— ----------- STUCCO COLUMN , CV 0 1 ' Ch ------------------------- -FLOOR CMU COLUMN CMU COLUMN BEYOND LOW RC OF /-10' CEI ING SBS 3 PLY ROOFING OVER 1/4" PER FOOT SLOPED ROOF DECK. FOAM INSULATION, SEE SPECS HIGH ROOF UPPER ROOF PARAPET —___-- ____-- -------------------------------------------------------------------------------------- 3 PLY ROOFING OVER 1/4" PERSBS 3 ---------------.--_----___—_--_---------------------------------QVER110EER FOOT SLOPED ROOF DECK. FOAM - FOOT SLOPED ROOF DECK. FOAM .—PARAPET KNEE WALL INSULATION, SEE SPECS CpAYT nAOAnM9r L COnur DADAPIRV wet t INSULATION, SEE SPECS ---- -------------------------------------- PREFAB MTL AWNING (TYP) DOWNSPOUT LEI TYPICAL -------------A------ FLOOR ELEVATION_-------I----------------------------------------------------1--__-------- Exterior Elevation Rear SBS 3 PLY ROOFING OVER 114" PER FOOT SLOPED ROOF DECK. FOAM INSULATION, SEE SPECS —---------- ROOF HEIGHT - HIGH SIDE OVERHANG 3' THICK SBS 3 PLY ROOFING OVER 114" PER FOOT SLOPED — — — — — — __ _ . ROOF DECKFOAM INSULATION SEE SPECS PARAPET _ _ _ _ __ _ _ PARAPET ROOF SLOPE _ — — — — - —\'- -- — -- ------ — ----- ----- ---- --____________________�-------=c =====_=—_--------------------------------- -- DRIVEWAY ROOF Z RAIN GL1TTTR WALKWAY ROOF - Z ------------- t CEILING UNO CZ�I 9'CEILING D_ _____ 9'CEILING SPOUT PAVEMENT & W K o - ------- )OWN _, WILL BE LO E v a v 1'-4" ENTRY WALK v W 4' ISLAND °' �' LOW 'OOF H "' 20' - 6'-8" 12'-2 w/ G ER 116 DROP OFF AREA FFE 0' 6, SIDEWAL FFE 0' Low ALL oIf Exterior Elevation Right Exterior Elevation Left ED C14 CEILING 0 CV $o k ti r- LOW WALL I U 0 /tamps URBANoRDER.tampa, Inc. 5006 south elberon street 33611 813.632.5557 aa2002480 1URBANoRDERAampa, Inca Thm plena arempy11,riw a a are &!Eject to mpyrigN protection as an'a"'Leclural work' uMer section 102 of 6a copyngN act. 17 u.c o. as .mantled December 1990 and knam as ern ill t-1 waft copyrol IYaecean ecd of 19110. The protection Includes but is not koaud to the —1.8 tam tie wa ae amang~ and oompwbon of spaces and elenenta or the design. under such protection, unauthorized um of plena, wo thane rk a home represented, cal legally result in the ceaeablin of oa iiinjoal or busdkgp being seized atd/or non.f.y oortptalfon ento uRBANoRDEwtampa ire., '. ragMea.AA26002/60. ISSUE DATE 05/15/2019 REVISIONS 0 CV coLO M U -6 - ICU -0 Z m U-0 U- a < CU >w CL (D N 0 a� W JOETOPH. FL.,REG AR10095 DATE 11/19/2020 DRWN: CHM SCALE, SHEETNUMBER SCALE 1/811=110011 A=10 UPDATED 11/02/2020 I I I SBS 3 PLY ROOFING OVER 1/4" PER FOOT ROOF HEIGHT PRELIMINARY I _ _ ROCF11 AAI 9d" RAR .IAIST II I Cross Section 1 0^AI G 4/4011 _ 41 An U0 /tamps UR9ANoRDER.tamps, Inc. 5006 south ellseron street 33611 813.832.5557 ae2002460 IUIREIANoRDER.tampa, Inc.l Thee plena ere C(rpyrlgInted and se su*d to oopyrot protection as an -amNlecW21 work' under section 102 of the Copyr4N as 17 u.S.o. as amended December 1990 and W-n as architectural woks copyright potecbm act or 19W The pmfeccon induces but is rot 6mted to the overall form as well es anangalMm and carnpodbon of spaces and elements of One design. under such pmtechn, uneu9arim use of ftse plane, work a hone rapreaented, can Ngally result In the cessa estion of wbucdon on buildings Wing mired ardor menaWy mmpenestlon m URaANeRDER/lemps inc., Flaldaragleuetim M? W24b0. ISSUE DATE 05/15/2019 REVISIONS A IT00 DROP GEILING CU 1 � LO S � I I Hallwa ULI M= U") I 1 Beyon' Z ' 1 I `� - M J F e- m (as) ca Al I CMU FRONT WALL z m r a. Q C W LL C— Cross Section 4 SCALE 3/16" =1'-0" N 'RONT PARAPET SBS 3 PLY ROOFING OVER 1/4" PER FOOT SLOPED ROOF DECK. FOAM INSULATION, SEE SPECS OVER 24" BAR JOIST SO STEEL COLUMN CMU PARAPET—� MATCH WALKWAY ROOF--,— ENTRY DOORS LGF CEILING 17 -j --ALI I L1 v I r Cross Section 15 SCALE 3/16" =1'-0" I FACE OF COLUMN OUTRIGGERHit LGF TO CLOSE IN THIS AREA WALL BEYOND I_ I I 8X8 HSS COLUMN I'. C WALL SEE NOTES ECURITY ROOM S,FILL ALL CELLS \ IN CMU WALLS 7 SURROUNDING I PARAPET BEYOND SBS 3 PLY ROOFING OVER INSUALTION BOARD, 114" PER FOOT SLOPED ROOF DECK. EXPOSED CENTER OF COLUMN TRUSSES, SEE SPECS LGF PARAPET 3 SIDES —DROP CEILING OPTION W-BEAM OVER_ RND HSS COLUMNS LGF FRAMING 3SCOLUMNS- RIND 14" Shelf Ceiling LGF SOFFIT — over 9' Drywall Ceiling Hallway SECU7AREAI G ALL HAVE Beyond 12 ga.B VE YWALL.SEE S CMU WALL SEE NOTE! FOR SECURITY ROOM WALLS,FILL ALL CELL! IN CMU WALLS SURROUNDING SECURITY Section 5 SCALE 1/401 =1'-0" I \_ 7' ALUMINUM GUTTER OPTIONAL IN THIS LOCATION LGF WI DENS -GLASS, VB -6 STUCCO OR SIDING SEE FLASHING DETAILS TPO ROOFING OVER R-30 INSULATION. 114" PER FOOT SLOPE v7'7\/\71 — _FT DROP CEILING— — — L) W U) 0 Z fffffffJ JOETOPH. FL.,REG. AR10095 DATE: 11/1912020 DRWN: CHKD: SCALE: SHEETNUMBER Aml I 0 UPDATED 11/02/2020 C 1:3 U 2 27'-9" 29'-10" REVIEW SOIL REPORT BEFORE PROCEEDING WITH ANY NEW STRUCTURES OR ROADWAYS REVIEW STRUCTURAL = UILDING PLANS 1701 3 4 5 6 1 11 28'-5" 28'-3" 27'-8" 111- 28'-111 I I I I 3-213 1 �,'-51 l2" � „ 4'-31 l2" 1'-61 /2" ,1014" , 4' 51 /2" 4-51 /2" — 8'-4" 4' 4' 4' 4' 3 -8 4 4 4 5 -71 /2 4 -9 5 -7; 3/4 8 -8 8 -81 /4 4 4 4 4 4-24 4 -2 4 4 4 4 4 4 4 4 4 440 -_-- _-_ _____--- -- ---fib=-= - _- ---- --- --�-- _--- ------ ------ �_I_� -_� - T_--_ -- --- -- -r-- ----_�-- - _-_ _- -- --_ - --- -- --- ---- F----------------------------I-------------------------------------------+----------------------------------------------------------------------------I----------I—�----------------� Foundation 7 MONOLITHIC STIFFENED SLAB PAD FOOTING SCHEDULE DESIGNATION WIDTH LENGTH DEPTH REINFORCEMENT PF-1 9'-3- 9'-3" 2'-0" (12) H WAY TOP AND B OM. SEE DETAIL PF-2 T-W 3'-0" 2-0" I ) T O TAIL PF-3 V-0" 6-0" 2'-0" () AY TOP AN AIL CONTINUOUS CONVENTIONAL FOOTING SCHEDULE DESIGNATION WIDTH DEPTH REINFORCEMENT CF-1 3'-2" 1'-0 FIVE#5S B I T-1" 1.0" #'S BY ECF2 6'-10 1/2" 1-0" "4" BOTTOM EACH WAY 8O.C. STEEL BASE PLATE SCHEDULE DESIGNATION WIDTH LENGTH THICKNESS ANCHOR BOLT (4) AB -IS W/ (1) UNIT BP-1 1'-0" 11-0" 0'-0 3/4" SIMPSON SET "XP" PER ANCHOR BOLT KH U0 Itampa URBANORDER.tompa, Inc. 5006 south elberon street 33611 $13.832.5557 ss2002460 URBANoRDER am a inc. 71pw pwns en mproW and me subject to copyright pmisclbn as en VchsocWnl work' urdw walm 102 of IM capyrO W. 17 oa.0.. as awnded Decembm 1990 and Wtam as smNtmc,Wml woAa copyright votscoon as of 1990. The prolaction indudso but Is not Wrpsd to the MWI !am as wall w arfmV~t and oompmltlon of apaoss and sprawls of 6p dssgn. undw wch pmtectbn, unsuMwlzed use of thm plans. work a harp rsp"w isd, w "My rswb in the mautbn of crosbuo w w building bmng wlzad AM/ofmonstary auparmhon to URBANoRDERnemps m . Fbdda reglebatbnAa26002460. ISSUE DATE 05/15/2019 REVISIONS CV mot' LO M M U -0 -0 zM 0 U - Q ca cn > w L IL N JOE TOPH. FL.,REG, AR10095 DATE: 11/19/2020 DRWN. CHKD: SCALE: SHEET NUMBER SCALE 1 /8" =1'-0" Aml 2 VA z hills C�C��1C�G3Q� LAYOU7 SEE BYRUCYURAL SHEETS UPDATED 11/02/2020 U0 /tampa URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832,5557 aa2002460 URBANORDER.tam Theae plans are mpyrignmd and are sublect to copyNhl mlactkn es en'amhitactuml work' urwur section 102 of tM Copyright act. 17 u.s.o. as amended December 1990 and known as archilecturot works copyright protection act of 1990. The pmmclmn includes but is M limited to die overall loan as well as arlangermnt and wnpoaition of spa— end elarnenti of tha design under—h pmtoc ion, unauthnnzod uw of erese plans, work or home rapmwmd, wn legally result in the cesst- of conwuclbn or huildinga being awzed andlor monetary mmpon&uion to URBANoRDERAmr inc., Fkldde mgistmion W6002460 ISSUE DATE 05/15/2019 REVISIONS 0 CV d' CM CM zm 0 J LL- U � Q w L Q N a ca a - CID .� ca L. U— L 0 0 U— L JOE TOPH. FL.,REG AR10095 DATE 11/1912020 DRWN. CHKD. SCALE. SHEET NUMBEI,. ROOF FRAMING PLAN SCALE 118" =1'-0" A=13 VA z hills 1 V 19/2020 11:28:20 AM UPDATED 11/02/2020 SO View of Structural U0 /tampa URBANoRDER.tampa, Inc. 5006 south elberon street 33611 813,832.5557 aa2002460 URBAN Kbfktam a ins. These plans are copyrighted and are sugect to copyright prowcdon as an'archilectund work' urxfar cacti. 102 of the copyright act. 17 u a o. es nmanded 0—nninur 1990 and known as archilectuml works copyright protection act of 19N The protecton includes but Is .t limited In the. overall form as well as arrangemeal and costal ton of speote and elks —Ls of the design undw such Protection, unauthorized use of these plan, work or hone represented, Can legally resort in the seasons)(1 of construction a buildings being awed anal., —.wry compensation to URBANoRDEWlampa int., Florida reglstretlon AA25002460. ISSUE DATE 05/15/2019 REVISIONS A d' M co U � � z > ?L ISO View of Structural M 0 U - Q cis cn > w 2 ROOF OUTL E �S14 Q I 53.1 ^ ` LOW ROOF BELOW STEEL BA JOIST! -- --poll — — I I 2 33.1 518 I High Roof Framing UE E'ALLA OUT E TRU URAL HEET OOF OUTLINE is L U. O O i JOETOPH. FL.,REG. AR10095 DATE: 11/19/2020 DRWN: CHKD: SCALE. SHEET NWADER SCALE 118" =11.011 A=14 0 Z H w 0 M O ii 0 0 + WALL ATTACHMENTS ATTACHMENTS TO FRAME WALL SHALL USE (2) 2X SYP BACKING SECURELY FASTENED TO WALL STUDS USING 16d COMMON TAILS (3) PER BOARD EACH END. BOLTS SHALL BE STAINLESS STEEL 1l2' DIAMETER WITH WASHERS & SEALANT. NUTS SHALL HAVE WASHER AND RED LOCK TIGHT APPLIED TO THREADS A=DURING ASSEMBLY. BLOCK MASONRY WALLS SHALL BE GROUT FILLED CELLS & USE ST. STL. 112" DIA. EXPANSION ANCHORS 3' LONG MIN. OR 1/2" EPDXY SET ANCHORS 4" LONG MIN. 22 MSG GALV. STEEL BRACING @ 48" O.C. CONTINUOS 20 MSG GALV. STEEL TOP TRACK. 5/8" GYP. WALL BD. NEW SUSPENDED 2'-0"x2'-0" CEILING GRID AND TILE AT 10'-011 362S162-30 STUDS AT 24" C/C VINYL BASE FLOOR TREATMENT 3'X7' X3/8"ALUMINUM PLATE W/ 3/8" WELDED TAB & (2)1/2'Q ST. STL. ANCHOR BOLTS WELDED ALUMINUM SWING PIN IWI (1) 318.0 ST. STL. BOLT INTO A PRE -TAPPED HOLE BUILDING FACE ALUM. FLASH NG & SEALANT 3'X7' X3/8"ALUMINUM PLATE WI 3/8" WELDED TAB & (2)1/2"Q ST STL, ANCHOR BOLTS ROOF FRAMING, V.I.F. 5/8" GYPSUM WALL BOARD, TYPICAL. CONTINUOUS 20 MSG GALV. STEEL BRIDGING CONTINUOUS 20 MSG GALV. STEEL BASE TRACK FASTENED TO FLOOR WITH MAX. 2411 O.C. 7' 34' 51 /2' 31 X38 ALUMINUM PATE / W/ 318' WELDED TAB & (2)112' DIA. ST STL. ANCHOR BOLTS &Esi WELDED ALUMINUM SWING PIN W/ (1) 3/8"D 1 1/2' DIA ST, STL. THRU BOLT ALUMINUM TUBE DIAGONAL SUPPORT 11/2'DIA ALUMINUM TUBE DIAGONAL SUPPORT DETAIL NTS 3X3ALUMINUM TUBE HORIZONTAL SUPPORT Z_ H w 0 w co O LL: 0 t 0 ■a NOTE. ALUMINUM FLASHING W/SEALANT & BLDG. FACE BEYOND NOT SHOWN. _ WELDED 3'X7'X3/8ALUMINUM PATE W/ (2)1120 ST. STL. ANCHOR BOLTS 3X3ALUMINUMTUBE HORIZONTAL SUPPORT r®� ❑ i„�,•� 8" SELF•MATE SOFFIT DECK WELDED 318 TAB #14 ST STL. S.M.S FG-8 FASCIA GUTTER ANCHOR FASCIA GUTTER TO WALL W/ 1/2"D ST. STL. ANCHOR BOLT @ 4'-0" ON CENTER DETAIL �C� NTS 1,-0. WELDED ALUMINUM SWING PIN W/ (1) 3/8'D ST. STL BOLT INTO A PRE -TAPPED HOLE 3X3 ALUMINUM TUBE '4 HORIZONTAL SUPPORT FARED DRIP STL S.M.S. #14 ST. DRIPTD IGE FLARED DRIP EDGE STL S.M.S. ( )11 D ST. STL. CHOR SOLT G 4'-0' CENTER FG-8 FASCIA GUTTER SECTION A NTS AWNING DETAIL NTS 6' SELF -MATE SOFFIT DECK FG-8 FASCIA GUTTER ALUMINUM SCUPPER FOR DRAINAGE ATTACHED TO FASCIA GUTTER W/ (2) ALUMINUM RIVETS ABBREVIATION D DIAMETER ST STAINLESS STL STEEL ALUM ALUMINUM 3/8'PATE W1 (2)1/4'D ST. STL THRU BOLTS UPDATED 11/02/2020 0 loR SEE 3.# SHEETS FOR MORE INFORMATION INSULATION NOTE: WALL & ROOF INSULATION VALUE WILL BE DETERMINED BY THE ENERGY EVALUATION REPORT. Bee Roofing Specifications - for more details 5EALED GAP 1N 1 #5 BAR IN FILLED CELL CAULK MTL. FLASHING CANT. 5 INSULATION 6" THICK WITH A — -- DENSITY OF 1.25 -- POUNDS PER CUBIC, FOOT _ 74-1 (R-25 Min) METAL DECKING TACK ' WELDED INTO PLACE. STEEL J015T PER ENGINEER SPECS �-- CONDITIONED ATTIC 5EE SPECIFICATIONS BRACING PER 5TEEL MFG� DRYWALL CEILING IN SELECT LOCATIONS OTHER 415E OPEN i 1 xb PT DRAPE BLKG ABOVE Y41NDOY45 STOREFRONT _- WINDOYg5 WINDOW - 5EE PLAN5 FOR 51ZE AND LOCATION 5EE WINDOW MFG. FOR ANCHORAGE REQUIREMENTS SILL -- CAULKED @ WINDOW 51b" Type X O Y43. OVER - 3/4" LGF FURRING 16III O.G. R-4.1 --- 1 x4 PT BASE - ------- FINI5H FLOOR 4" GONG. kV/ bxb WWM =III —III —III OVER .006 mil. V15GUEEN I III: -11 II VAPOR BARRIER TAPED I-- OVER COMPACTED FILL TREATED FOR TERMITES 5EE 5TRUGTURAL PLAN5-- Ak -7r'I 20 -- 5T UGGO BAND NOTE THAT 5TRUGTURAL PLAN SUPERSEDED THE DETAILS GIVEN HERE. - Lb"X4"X 3/4" CONT. EDGE ANGLE. ATTACH TO GONG. BLK. YVALL kV/ 3/4"Xb" WEDGE ANCHOR @ 24" D.G. LINTEL BLOCK W/ (1) #5 ROD CONT. POURED SOLID YV/ 3000 P51 CONCRETE. STEP A5 NEEDED TO STAY W/ 5LOPED ROOF OPTIONAL HALF HEIGHT BLOCK IF REQUIRED TO MAKE HEIGHT -- Bridging attachment, 6" OF L4"X4"X 1/4 or thicker attached to GMU wall using one 1/2 x4" YVedge Anchor METAL DEAD WOOD WHEN NEEDED TO ATTACH CEILING, ATTACH U51NG 5IMP50N 1/4"X1 TITON SCREW OT TAPCON5 @ 24" MAX. O.G. -- b" X b" CONCRETE LINTEL A5 PER TABLE, NOTE THAT HEADER HEIGHT MAY VARY 5EE ELEVATIONS FOR HEIGHT --------- --- PRE -CAST GONG. 51L.L NX kNALL SECTION NOT TO 50ALE FHA HEADER 8" G.M.U. STEM WALL - NUMBER OF GOUR5E5 VARIES PER SITE GRADING CONDITIONS REFER TO PLOT PLAN FOR SLOPE CONFIGURATION U0 /tamps URBANoRDER.tampa, Inc. 50M south albemn streat 33611 813.832.5557 a■2002"0 URBAR;RDERAam a, inc. Tt— plere are CdpyrotBd and are aub)ect tocopyright proraUim as an'arMklecturat woW under saclion 102 of ft copyro w. 17 u e.o. as arrended DecanEar Wand km I architectural lt oo Waft prwecdon act of Inn. TM pmteClbn Inoudas but le not limped W the ovareA fwm a Wes as arrengerrent and mnpasilion of apa ©s and elamenta of i deegn. ar —h proteclbn, unauth=W use r thm plans, work w hone repraaanted, can legally rasull In the Ceasatlan of canaaucw w E .&V Cekq "M www monelary compwtalbn W UR8ANa4" 0ERltampa inc., F'hndaregieaaOon AA28002480. ISSUE DATE 05/15/2019 REVISIONS 0 04 d' CM CM CU CU Z m O J U E co Ww W O N r-� JOE TOPH. FL.,REG. AR10095 DATE: 11119/2020 DRWN: Wall Sections CHKD SCALE: SHEETNUMBER A=15 z hills 11119/2020 11:28:21 AM UPDATED 11/02/2020 r A.D.A.A.G. INTERIOR ACCESSIBILITY COMPONENTS THIS TENANT SPACE IS REQUIRED TO BE ACCESSIBLE AS SET FORTH IN THE AMERICANS WITH DISABILITIES ACT OF 1994 AND ITS REVISED 2010 STANDARDS FOR ACCESSIBLE DESIGN. MAINTAIN COMPLIANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACT AND ITS ACCESSIBILITY GUIDELINES (A.D.A.), (A.D.A.A.G.). _ 1. FOOD SERVICE LINES SHALL HAVE A MINIMUM CLEAR WIDTH OF 35" WITH TRAY 1. ACCESSIBLE RAMPS SHALL COMPLY WITH A.D.A.A.G. SECTION 405. level landing surface Of ramp+ t, - level landing elevation section SLIDES MOUNTED NO HIGHER THAN 34" ABOVE THE FLOOR. IF SELF-SERVICE SHELVES ARE PROVIDED AT LEAST 50% OF EACH TYPE MUST BE WITHIN REACH RANGES "'i" 2. I ATER THAN 6" OR A HORIZONTAL HAN 72" THEN " "" -" i_ _12 min * 12 min t2 min � � horizontal protection a run SPECIFIED IN A.D.A.A.G. SECTION 308. A Barrier Free Design Standard IT SHALL HAVE HANDRAILS ON B NOT REQUIRED ADJACENT TO ASSEMBLY ` - ---- - * 36 min tr SEATINGAREA AR SPACE BETWEEN A HANDRAIL AND AN ADJAC - " MIN. �y€. ' __._. ^ , A Supplement to the Architectural Barriers Act C i 1- 2. SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR DISHWARE, CONDIMENTS, _ r �1 - ¢ FOOD AND BEVERAGES SHALL BE INSTALLED TO COMPLY WITH A.D.A.A.G. SECTION 308. I ( Y ( ) -. E E1 r Accessibilit Standards ABAAS PG-15-13 3. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:48. d ?? t2 �I`• -1 - •'�� .nt x � � � Accessible Route Slope, maximum Includin �- �4__ Cr_¢ iL 4. EXISTING RAMP 0 'S SLOPE SHALL COMPLY WITH SECTION 405.2. FOR A RAMP NOT RISING MORES ^ parking spaces) shall be 1:33 (3/D) „ „ LANDING RAMP RUN <3o max LANDING railing withextended platform 3 K1 THAN 3 THE MAXIMUM SLOPE CAN BE 1:8>X>1:10. FOR A RAMP RISING GREATER THAN 3 BUT �- 60" min co FOOD SERVICE LINES Maximum slope of Ramps 1:20 Q NOT MORE THAN 6" THE MAXIMUM SLOPE CAN BE 1:10>01:12. COMPONENTS OF A SINGLE RAMP RUN AND EXAMPLES OF EDGE PROTECTION AND HANDRAIL EXTENSIONS n n n n /I- IDS SAMPLE RAMP DIMENSIONS 1. ACCESSIBLE STAIRS SHALL COMPLY WITH A.D.A.A.G. SECTION 504. 2. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS TREAD DEPTHS ALONG EACH RUN. RISERS SHALL BE 4" HIGH MIN. AND UNIFORM AND 7" HIGH MAX. TREAD SHALL BE 11" DEEP MIN. 3. THE CLEAR SPACE BETWEEN HANDRAILS AND WALL SHALL BE 1-1/2" MIN. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOP AND SIDES. THE TOP OF LA HANDRAIL GRIPPING SURFACES SHALL BE INSTALLED BETWEEN 34" AND 38" a ABOVE STAIR NOSINGS. V) "X PLAN 1. ELEMENTS OF ACCESSIBLE RESTROOMS SHALL COMPLY WITH A.D.A.A.G. SECTIONS 603, 604, 605, 606, 607, 608, 609 & 610. 2. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL -HUNG AT A MAXIMUM OF 17" ABOVE FINISH FLOOR. URINALS SHALL HAVE A 30" x 48" CLEAR FLOOR SPACE TO ALLOW A FRONT APPROACH AND THE FLUSH CONTROLS SHALL B - T USE HAND OPERATED WITH THE CONTROLS INSTALLED ACCORDING TO SECTION 308. 3. HOT WATER LINES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 4. IF HAND OPERATED METERING FAUCETS ARE USED, THE FAUCET SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. 5. THE SPACE BETWEEN ANY OBSTRUCTION AND THE GRAB BAR SHALL BE 1-1/2". THE GRAB BAR ASSEMBLY SHALL BE CAPABLE OF WITHSTANDING BENDING STRESSES, SHEAR STRESSES, SHEAR FORCES, AND TENSILE FORCES OF UP TO 250 LBF. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 6. MOUNTING HEIGHTS TO OPERATING CONTROLS FOR RESTROOM ACCESSORIES NOT SPECIFICALLY CALLED OUT IN THE A.D.A.A.G. SHALL COMPLY WITH THE REACH RANGES SPECIFIED IN A.D.A.A.G. SECTION 308. 7. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED CONTROLS SHALL 0 COMPLY WITH 309 AND BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET 0 W 1. ACCESSIBLE DOORS SHALL COMPLY WITH A.D.A.A.G. SECTION 404. 2. THRESHOLD, IF PROVIDED AT DOORWAYS, SHALL BE 1/2" HIGH MAXIMUM. EXISTING OR ALTERED THRESHOLDS 3/4" HIGH MAXIMUM THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A SLOPE NOT STEEPER THAN 1:2 ARE ALSO PERMITTED. 3. DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MINIMUM AND 48" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL B EXPOSED AND H SIDES. E 05ED USABLE FROM BOTH 4. DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. SPRING HINGES. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 5. ACCESSIBLE DOORS THAT ARE NOT FIRE DOORS OR EXTERIOR HINGED DOORS SHALL HAVE A MAXIMUM FORCE FOR PUSHING OR PULLING THE DOOR OPEN OF 5 LBF. THIS FORCE DOES NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAY HOLD A DOOR IN A CLOSED POSITION. 0 0 0 1, ALL WALKS, HALLS, CORRIDORS, AISLES, SKYWALKS, TUNNELS, AND OTHER SPACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH A.D.A.A.G. SECTION 402 AND ANY OTHER APPLICABLE SECTION OF CH. 4. LU 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ¢ce ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS. H Cj 3. AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 1:20 IS A RAMP AND SHALL = COMPLY WITH 405. NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:48. Q a r Y l f EXTENSION AT BOTTOM OF RUN 36 min " ""fib • clear �y 1 floor 1 Pac 'Pace CLEAR FLOOR SPACE AT WATER CLOSETS 'I EXTENSION AT TOP OF RUN �36 minim 36 min 54 min 12 max 42 min 12'mi 12 min - - talet paw c- �-1- a...a ♦ r� E l� 17. BACK WALL SIDE WALL GRAB BARS AT WATER CLOSETS NOTE: X IS THE MINIMUM HANDRAIL EXTENSION REQUIRED AT EACH TOP RISER. X = 12" MIN. Y IS THE MINIMUM HANDRAIL EXTENSION REQUIRED AT EACH BOTTOM RISER. Y IS EQUAL TO OR GREATER THAN THE TREAD DEPTH. """•n+ •"` ""'� alternate door location ----'I ---- - 41 E E 1 l $i; r..� N °D I I w r U _ 12 max 54 min x 58 min w. wall mounted w.c. x = 42' min. atth ac i 59 min W. floor mounted w ote.c. approach only 0.. _...... _ - _ - .. _. x - 60" min. all other approaches. hinge approach only If 36 �� rz I 56 min iw. wall mounted w.c. 59 min w. floor mounted w.c. z = 42", then x = 54" STANDARD STALL STANDARD STALL (END OF ROW) floor TOILET STALLS 1. CONTROLS & OPERATING MECHANISMS SHALL COMPLY WITH A.D.A.A.G. SECTION 309. 1 't 2. ALL CONTROLS &OPERATING MECHANISMS WHICH ARE 1 1 ' 1 1 1 1 l INTENDED FOR NORMAL USE B E BUILDING ANT Y OCCUPANTS +K4 SHALL BE PROVIDED WITHA.D.A.A.G.-COM PLIANT CLEAR FLOOR SPACES & SHALL COMPLY WITH REACH RANGES IN to max + 30 VI SECTION 308. CLEAR FLOOR SPACE PARALLEL APPROACH 3. REACH RANGES FOR CHILDREN UNDER AGES 12 SHALL zo COMPLY WITH SECTION 308.1. U 17-25 l 48 min not to exceed p A fountaindepth, 17- 5r 30 min 130 min clear r Floor I TJ , et E; space E �,; E 'E E g I 1 8 min ( 1 6 max -�--L • a - x 6 Max toe •- - - -• - - where x < 24, y = 30, equipment permitted in shaded area knee 8 min ►-.► clearance where x > 24, y > 36. clearance- L FREE-STANDING BUILT-IN FOUNTAIN CLEAR FLOOR SPOUT HEIGHT AND i ," 48 min 17-25.,depth FOUNTAIN OR COOLER OR COOLER SPACE KNEE CLEARANCE ¢ CLEAR FLOOR SPACE LAVATORY CLEARANCE DRINKING FOUNTAINS AND WATER COOLERS ILD AT LAVATORIES In NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. 68 min 1--------1 tx� 32 min •� 1, - 1 1 1 1 a.. ♦ • • • • • • • 9 1 1 L • 18 min. 24 preferred E ' X_. e, 1 1 t �- - � r, tr � 1 1 1 • Y 1 1 Go 7 NOTE: x • 12 IN IF DOOR HAS NOTE: x - 36 IN MINIMUM IF Y = 60 IN; NOTE: Y - 48 IN MINIMU41 BOTH A CLOSER AND LATCH. x = 42 IN MINIMUM IF Y = 54 IN. DOOR HAS BOTH A LATCH AND CLOSER. CLEAR DOORWAY WIDTH FRONT APPROACHES - SWINGING DOORS HINGE SIDE APPROACHES - SWINGING DOORS 24 min 24 min 1 _ 6 c < • • , e ' a 1 NOTE: Y = 54 IN MINIMUM IF DOOR HAS CLOSER. NOTE: Y = 48 IN MINIMUM IF DOOR HAS CLOSER. LATCH SIDE APPROACHES - SWINGING DOORS 32 min t o X 36 min MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR r 48 min 48 min 48 min W J TWO HINGED DOORS IN SERIES 48 L 48 10 max t 30 24 max 30 10 max-" 48 20 max ' 20-25 max _ -}4-� �l • E E t _ 'E Ef wi � t 1 E, E' OBSTRUCTED UNOBSTRUCTED CLEAR FLOOR SPACE UNOBSTRUCTED OBSTRUCTED HIGH HIGH SIDE REACH SIDE REACH FORWARD APPROACH SIDE REACH SIDE REACH SIDE REACH 1. ACCESSIBLE SIGNAGE SHALL COMPLY WITH A.D.A.A.G. SECTION 703. 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10, 3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. CHARACTER HEIGHT SHALL BE MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" MIN. AND 2" MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I" 4. LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER-CASE SANS SERIF TYPE, AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6" MINIMUM IN HEIGHT. BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 5. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 6. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT SIDE OF THE RIGHT HAND DOOR.WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. BY 18" MIN, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED DOOR AND THE 45 DEGREE OPEN POSITION. 1. WHERE FIXED TABLES (OR DINING COUNTERS WHERE FOOD IS CONSUMED BUT THERE IS NO SERVICE) ARE PROVIDED, AT LEAST 5 %, BUT NOT LESS THAN ONE, OF THE FIXED TABLES (OR A PORTION OF THE DINING COUNTER) SHALL BE ACCESSIBLE AND SHALL COMPLY WITH A.D.A.A.G. SECTION 902. 2. IN ESTABLISHMENTS WHERE SEPARATE AREAS ARE DESIGNATED FOR SMOKING AND NON-SMOKING PATRONS, THE NUMBER OF ACCESSIBLE FIXED TABLES (OR COUNTERS) SHALL BE PROPORTIONALLY DISTRIBUTED BETWEEN THE SMOKING AND NON-SMOKING AREAS. 3, WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34" IN HEIGHT FOR CONSUMPTION BY CUSTOMERS SEATED ON STOOLS OR STANDING AT THE COUNTER, A PORTION OF THE MAIN COUNTER WHICH IS 60" IN LENGTH MINIMUM SHALL BE PROVIDED IN COMPLIANCE WITH A.D.A.A.G. SECTION 305 OR SERVICE SHALL BE AVAILABLE AT ACCESSIBLE TABLES WITHIN THE SAME AREA. 4. AT LEAST 5% OF ALL TABLE SEATING SHALL BE ACCESSIBLE PER THE REQUIREMENTS OF A.D.A.A.G. SECTION 226. 5. ACCESSIBLE SEATING AT TABLES AND/OR COUNTERS SHALL COMPLY WITH CHAPTER 3. 48 min 12 min 36 min 12 min 8 ._ -4 6.0 In r - JY-max obb t a f� E I A N E. /yXI x 2 Ej NOTE: DIMENSIONS SHOWN APPLY WHEN X <481N 60-IN DIAMETER SPACE T-SHAPED SPACE FOR 1800 TURNS VERTICAL CHANGES IN LEVEL CHANGES IN LEVEL TURN AROUND AN OBSTRUCTION WALKING PARALLEL TO A WALL HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER FORWARD REACH HORIZONTAL VIEWING MINIMUM CHARACTER DISTANCE HEIGHT 40" TO LESS THAN OR I LESS THAN 72" 5/8" EQUAL TO 70" 72" AND GREATER 5/8" PLUS 1/8"/FT OF VIEWING' ------- ----- DISTANCE ABOVE 72" GREATER THAN 70" TO I LESS THAN 180" 2" LESS THAN OR EQUAL F --- - - - -- --- ------ n It TO 120" 180 INCHES AND GREATER 2 PLUS 1/8 /FT OF VIEWING I DISTANCE ABOVE 180" LESS THAN 21' 3" GREATER THAN 120._._.__...............---- ...._.---- ____.------ " V _2V AND GREATER 3" PLUS 1/8"/FT OF VIEWING DISTANCE ABOVE 21' INTERNATIONAL SYMBOL OF ACCESSIBILITY DISPLAY CONDITIONS - INTERNATIONAL SYMBOL OF ACCESSIBILITY 48 min . I t 3y. ... .... , • - - 1 N 1 1 -, .. I I i 36 min 25 1.25.� 36 min ..... - - min min max coax WHERE X > 24, Y • 36 MIN MINIMUM CLEARANCES FOR SEATING AND TABLES ADDITIONAL ACCESSIBILITY COMPONENTS IN ADDITION TO ALL A.D.A./A.D.A.A.G. REQUIREMENTS THIS FACILITY SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION FOR ACCESSIBILITY AS LISTED BELOW AND SHALL MEET ALL REQUIREMENTS ICC/ANSI A117.1. " WHERE INFORMATION LISTED/SHOWN IN THIS SECTION CONFLICTS WITH THE A.D.A.A.G. INTERIOR ACCESSIBILITY COMPONENTS, THE MORE RESTRICTIVE OF THE TWO REQUIREMENTS SHALL BE FOLLOWED. 1. ELEMENTS OF ACCESSIBLE RESTROOMS SHALL COMPLY WITH ICC/ANSI A117.1- 2009 54 min 1. ALL WALKS HALLS, CORRIDORS, AISLES, SKYWALKS, TUNNELS, AND OTHER SPACES THAT ARE t Y SECTIONS 603, 604, 605, 606, AND 609. 36 min 12 min, - 4z min ' 39-41 c __... PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI A117.1- 2009 SECTION 402 12 min 36 min 12 min r 01 U -" " tv! 24 min12 min __ _N tolke 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY .. xi- �- ©�" � I _ .- - -LU �- Q ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS. 3. AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 1:20 IS A RAMP AND SHALL N l y �j Cie ,<� Ax + l COMPLY WITH ICC/ANSI A117.1- 2009 SECTION 405. NOWHERE SHALL THE CROSS SLOPE OF I - � _r 0 - 6L 0 �] .5 AN ACCESSIBLE ROUTE EXCEED 1:48. E NOTE: DIMENSIONS SHOWN APPLY WHEN x 48 IN. 0 cc= l ` - 11 raj 4., --- 1 NOTE: DIMENSIONS SHOWN APPLY WHEN x 48 IN. IF 2 = 42 IN MINIMUM THAN Y a 48 1N MINIMUM, N BACK WALL SIDE WALL Q IF Z = 36 IN MINIMUM THAN Y * 60 IN MINIMUM. GRAB BARS AT WATER CLOSETS ° T-SHAPED SPACE FOR 180' TURNS TURN AROUND AN OBSTRUCTION x 1. ACCESSIBLE DOORS SHALL COMPLY WITH ICC/ANSI A117.1- 2009 SECTION 404. r - • ~• - 1 q 1. ACCESSIBLE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1- 2009 SECTION 703. 4" 2. THRESHOLD AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLDS AND ' ; i �zz miti \1 . + I 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO SUCH THAT THE WIDTH OF AN UPPERCASE'Os FLOOR LEVEL CHANGES AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. ,,N I SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF AN UPPERCASE'I'. 3. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS 3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT � - BE READ TABLE 703.2.4. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER-CASE I. LOWER CASE CHARACTERS ARE PERMITTED. GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED XO 2INMNIMUMI DOORND SIGNS INSTALLED OVER 120" ABOVE FINISHED FLOOR SHALL HAVE A MINIMUM CHARACTER HEIGHT OF 3". MECHANISMS, PUSH -TYPE MECHANISMS, AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. HAS BOTH A LATCH AND CLOSER, HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN HINGE SIDE APPROACHES - SWINGING DOORS 4. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL 48" ABOVE FINISHED FLOOR AND NOT LOWER THAN 34" ABOVE FINISH FLOOR. ADJACENT TO THE LATCH SIDE OF THE DOOR, INCLUDING DOUBLE -LEAF DOORS. SIGNS SHALL BE PLACED ON THE NEAREST de ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" ABOVE FINISHED FLOOR TO THE BOTTOM OF HIGHEST LINE OF TEXT, 4. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO min. 4_60min _ � MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA 18" MINIMUM BY 18" MINIMUM THAT FROM AN OPEN POSITION OF 90°, THE DOOR WILL TAKE AT LEAST 5 SECONDS TO MOVE TO CENTERED ON THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED AN OPEN POSITION OF 120. POSTITION AND 45 DEGREE OPEN POSITION. cc 0 Z 0 TWO HINGED DOORS IN SERIES Q 0 U,�o ftampa URBANoRD[R.tampa, Inc. 5006 south elberon street 33611 613.632.5557 aa2002460 URBANoRDERAiM a These plem are oDWghyd and are suhlecl to copyright prolecdon as an •arAfi-nl work' under ceclim 102 al the mpyaglx as 17 u.e.o, as emended Dedernber 1990 end Imown as archltecwnl waft copyright prdecbm as of 1990. The wprotection Includes but Is not limited to the overall in u well a anangernent and oompoatlon of spaces and elemenh of Ns despn. under such mtectbn umuftdad use of these pinns, wort a Was represented, can legally result In IN cessa0m of oonetruaion or bueddV berg selxed am/a nronelsry compemetlon to URIIANoRDERlwmpa inc.. Florida regcsusfdn M26002400. ISSUE DATE 05/15/2019 REVISIONS L CV LO M ICU Z m O J U 'eo LL C: _C > Uj 1E CL CD N J JOE TOPH. FL.,REG. AR1 0095 DATE: 1111912020 DRWN: CHKD: SCALE: SHEET NUMBER A=16 VAzhills 11/19/2020 11 CONT.16 GA. METAL TRACK FASTENED TO STUD WITH #10-16 TEK SCREW BOTH SIDES TOP OF WALL T 12" ABOVE CEILING TILE I ACOUSTICAL TILE CEILING 9' AFF UNO J I \. \ THROUGH CEILING --- --- - 3 1/2" (25 GA) METAL STUDS @ 24" O.0 5/8" GYPSUM WALLBOARD EE ROOM FINISH SCHEDULE DR DETAILS KT150-33 TRACK, MATCH WALL THICKli I OR F-3 FASTENERS @ 24" O.C. MAX ASE AND FINISH FLOOR - EE SCHEDULE ROUGH FLOOR ACOUSTICAL SEALANT STC 43 WALL TYPE W-1 NOT TO SCALE STC 43 O,WALL TYPE W-2 NOT TO SCALE NOTE: 5-1/2" WALL STUDS MAY BE CALLED FOR, SEE FLOOR PLAN FOR LOCATIONS xxxT150-33 TRACK, MATCH WALL THICKNESS F-1 OR F-3 FASTENERS @ 24" O.C. MAX TOP OF WALL STOP @ UNDERSIDE OF STRUCTURE ACOUSTICAL TILE CEILING 9' AFF UNO W22 STUDS @ 24" O.0 21/2" BATT INSULATION W23 STUDS @ 24" O.0 31/2" BATT INSULATION W25 STUDS @ 24" O.0 31/2" BATT INSULATION -- 5/8" TYPE 'X' GYPSUM WALLBOARD xxxT150-33 TRACK, MATCH WALL THICKNESS F-1 OR F-3 FASTENERS @ 24" O.C. MAX BASE AND FINISH FLOOR - SEE SCHEDULE ROUGH FLOOR m ACOUSTICAL SEALANT I i STC 48 3 __E_W-_3n NOT TO SCALE xxxT150-33 TRACK, MATCH WALL THICKNESS F-1 OR F-3 FASTENERS @ 24" O.C. MAX TOP OF WALL STOP @ UNDERSIDE OF STRUCTURE _ ACOUSTICAL TILE CEILING -- 9'AFF UNO 51/2" (25 GA) METAL STUDS @ 24" O.0 5/8" TYPE X GYPSUM WALLBOARD r150-33 TRACK, MATCH WALL THICKNESS OR F-3 FASTENERS @ 24" O.C. MAX >E AND FINISH FLOOR - :SCHEDULE ROUGH FLOOR ACOUSTICAL SEALANT CONT. 16 GA. METAL TRACK FASTENED TO STUD WITH #10-16 TEK SCREW BOTH SIDES TOP OF WALL 12" ABOVE CEILING TILE I Insulate wall 12" above ceilings _ ACOUSTICAL TILE CEILING --� 9' AFF UNO THROUGH CEILING - - 5/8" TYP X GYPSUM WALLBOARD W42 21/2" BATGANSULATION) METAL UDS @ 24" O.0 3 1/2" (25 GA) METAL STUDS @ 24" O.0 3 1/2" BATT INSULATION i 1/2" (25 GA) METAL STUDS @ 24" O.0 31/2" BATT INSULATION STC 48 (�)_ WALL TYPE W-4n NOT TO SCALE BATT INSULATION -150-33 TRACK, MATCH WALL THICKNESS DR F-3 FASTENERS @ 24" O.C. MAX ASE AND FINISH FLOOR - EE SCHEDULE ROUGH FLOOR m ACOUSTICAL SEALANT Light Gauge/ Cold -Formed Steel Standards • ASTM a653: grades 33, 27,40 & 50( Class 1 and 3) • ASTM A792: Grades 33, 37, 40, 50A. • ASTM A875: grades 33, 27, 40 & 50 Universal Designation for Light gauge/ Cold -formed Steel Light gauge/ cold formed steel code: The steel stud Manufacturers Association ( SSMA) has published a catalog using a new designator system called "The right STUF". The intent of the new designators is to make steel framing products easier to use and to accelerate their acceptance in new markets. • S: Stud or joist section with flanges stiffeners/lips, C-shapes. • T: track sections. • U: cold -rolled channel or channel studs, without the stiffeners/lips. • Furring channels, or hat shapes. For members in residential projects where the material presented in the IRC doesn't give an answer and for commercial projects, the International Building Code, IBC must be used. The IBC references the Cold -Formed Steel Design, AISI Manual, by American Iron and Steel Institute. Standard Shapes The C-shaped is used the most for the structural members such as studs, floor joists, roof rafters, roof trusses etc. The C-shaped section must have stiffeners/ lips with specified length/width to prevent local buckling. Please see the figure below 3. Section Designation and Properties THE Right STUF: Universal Designator System for Light Gauge Steel Framing Members The Right STUF will identify any common light gauge steel framing member using: • Web Depth (D), expressed in 1/100th inches. • Flange Width (B), expressed in I/100th inches. • Minimum Base Metal Thickness (T), expressed in mils (1/1000th inches), and the following designators, * S = Stud or Joist Sections with Flange Stiffeners (C-Shapes) * T = Track Sections U = Cold -Rolled Channel or Channel Studs (w/o Flange Stiffeners) F = Furring Channels For sections available In both 33 and 50 ksi, the specifier must clearly indicate which yield point Is required when ordering. For example: 60OS162-54 (50 ksi). "S" - C-STUDIJOIST S-SECTIONS * F.V s •rike Fkec we rage do "T" - TRACK T-SECTIONS "U11 - CHANNEL "Fee - FURRING CHANNEL U-SECTIONS F-SECTIONS Nomenclature Example All SSMA products have a four-part identification code that identifies the web depth, flange width, style, and mill thickness. Member Web Depth Flange Width (Example: 6" = 600 x 'loco inch) (Example: 1 W - 1.625" a 162 x t/eao Inch) All member depths are given in a/lase inch. All flange widths are given In '/ore Inch. For all "T" sections, member depth is the inside to inside dimension. Style (Example: Stud or Joist section = S) Nomenclature uses the following four characters to designate the profile: S_ Stud or Joist Sections T = Track Sections U - Channel Sections F = Furring Channel Sections — 54 Mil Thickness (Example: 0.054' - S6 mils; 1 mil - Viam inch) Mil thickness is the minimum base steel thickness measured in'/j000 Inch. Minimum base steel thickness represents 95 percent of the design thickness. EXAMPLES: Designation for a 5-1/2%16 gauge C-shape with 1-5/8" flanges and 1/2" stiffening lip = 550S162-54 54 Minimum Base Metal thickness in mils (.054in = 54 mils) 162 1-5/8" flange in 1/100th inches S Stud or joist with flange stiffeners 550 5-1/2" member depth in 1/100th inches (outside to outside dimension) Designation for a 3-1/2"-20 gauge Track with 1-1/4" flanges = 350T125-33 -33 Minimum Base Metal thickness in mils (.033in = 33 mils) 125 1-1/4" flange in 1/100th inches T Track section 350 3-1/2" member depth in 1/100th inches (inside to Inside dimension) Cold -formed Structural Framing (Light Gauge Steel) UPDATED 11/02/2020 The structural framing and its installation shall meet the following standards: • American Iron and Steel Institute (AISI) "Cold Formed Steel Design Manual", latest edition. • American Society for Testing and Materials (ASTM) Standard C- 955 — Standard Specification for Load Bearing (Traverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application Of Gypsum Board and Metal Plaster Bases. • ASTM Standard C-1007-Standard Specification for Installation of Load Bearing (Traverse and Axial) Steel Studs and Related Accessories. Manufacturer of Light Gauge Framing: • Company specializing in fabrication of structural framing components with five years minimum experience. Certified by the Light Gauge Structural Institute, meeting current Inspection Guidelines. Temporary bracing shall be provided until permanent bracing has been installed. Punchouts, Cutting, Notching, and Hole Stiffening Flanges of joists, studs, headers, and other structural members shall not be cut or notched without an approved design. Web holes closer than 12 inches from center of hole to joist bearings, shall be reinforced with a solid steel plate, stud, joist, or track section of an equivalent thickness to the member it reinforces, provided that the following limitations are met: • The depth of the hole (across the web) does not exceed half the depth of the web, and • The length of the hole (along the web) does not exceed 4 inches or the depth of the web, whichever is greater. Reinforcement shall extend at least 1 inch beyond all edges of the hole and shall be attached to the web with #8 screws (minimum) spaced no greater than 1" on center along the edges of the reinforcement. • Unreinforced punchouts in webs of structural members shall not exceed 1-1/2 inches wide x 4 inches long located along the centerline of the web at a minimum center to center spacing of 24 inches. The framing members shall have ends squarely cut by shearing or sawing, be installed plumb, square, true to line and securely fastened per the contract documents or approved connection details. Submit shop drawings and product data. Indicate on shop drawings component details, framed openings, anchorage, loading, type and location of fasteners and accessories or items required for other related work. Material • The cold -formed structural framing and accessories shall be manufactured from structural quality steel having minimum yield strength of 33 KSI, for all design thickness' and have minimum protective coating equal to G-60 galvanized finish (ASTM A653M-95, Z180). The steel shall conform to one of the following ASTM Standards: ASTM A653. • Structural framing members shall conform to ASTM C955 and have engineering properties calculated in conformance with the AISI "Cold Formed Steel Design Manual", latest edition. • Load bearing steel framing members shall have a legible label, stamp, stencil, or embossment, at a minimum of 48 inches on center, with the following information as a minimum: f-1 The manufacturer's identification. The minimum uncoated steel thickness. - Minimum yield strength in kips per square inch. "ST" for structural members. o Metallic coating weight (mass). Wall Framing • Building paper and sealer, or equivalent, shall be provided between the underside of the tracks when fastened directly to concrete. • All load bearing studs shall be aligned with trusses, joists, and other horizontal or vertical load carrying members above or below the wall stud. Top and bottom wall tracks shall be of equal or greater thickness than that of the studs. • Studs shall have full bearing against inside track web (1/ 16 inches max. gap), prior to stud and track attachment. • Load bearing steel studs shall be laterally braced. Refer to 1/S2 for construction details. Gypsum board or structural sheathing (i.e. APA or plywood) fastened to wall studs in accordance with fastener schedule and shear wall schedule shown on plans. Sheathing shall cover the full - height of the wall from the bottom track to the top track. All edges and interior areas of the structural sheathing panels shall be fastened to a framing member and tracks. Provide blocking or strapping for unsupported panel edges. In addition to number 1, one of the following methods shall be used: Horizontal steel strapping installed at mid -height for 8- foot walls, and 1 /3 points for 9 and 10-foot walls. Wall -stud bridging installed in a manner that provides resistance to both minor axis bending and rotation. Bridging rows shall be equally spaced at 4- foot on centers for axial loading. to Load bearing steel studs shall not be spliced without an approved design. Splicing of wall tracks only shall be conform with sheet S2.1. Wall tracks shall not be spliced within 3 inches of studs or anchor bolt locations. f. Corner studs and the wall intersections shall be installed in accordance with sheet S2.1. • Stud deflection due to wind load shall not exceed L/360 Light Gauge / Cold -formed Steel Fire Ratings Fire ratings are expressed in terms of hours. Fire ratings refer to the length of time it takes a fire to burn through a wall. A 1-hour fire rating can be achieved for both load bearing and non -bearing steel walls from 5/8 inch drywall on both sides of the stud wall with no insulation in the cavity. The United States Gypsum company (USG) has tested fire and sound ratings for many different wall assemblies using USG products and ASTM standards. The results are published in USG's Construction Selector ( United States Gypsum Company, Chicago, IL„ publication No. SA100/3-99) Web: www.usg.com 4. Fasteners and Connections • All fasteners shall be installed according to the manufacturer's approved product evaluation report [ICBOapproval]. • Refer to fastener schedule and shearwall schedule per plan. • Screws 1 All screws shall be a minimum size of #8 unless otherwise specified. All screws shall be corrosion resistant and shall be spaced such that the minimum center -to -center or edge distance of three screw diameters is maintained. Self in -drilling tapping screws shall conform to SAE-J78. A minimum of three exposed threads shall extend through the supporting steel member. Screws shall penetrate individual components of connections without causing permanent separation between the components. Screws shall be installed in a manner such that the threads or holes are not stripped. Head styles, threads, and point types for screws shall be selected based on application conditions and manufacturer recommendations. 2 Screw Diameter Size Guidelines Based on Total Thickness of Steel. Screw Body Diameter Minimum Thickness of Cold -Formed Steel Members Screw Nominal Size Nominal Screw Diameter, d, in. No. 6 0.1380 No. 8 0.1640 No. 10 0.1900 No. 12 0.2160 1/4" 0.2500 For SI: 1 inch - 25.4 mm. d For SI: 1 inch = 25.4 mm, 1 mil = 0.0254 mm. For SI: 1" = 25.4 mm.are in 1Reference ASTM C 955 [13]. • Greater thickness' are possible, consult screw manufacturer. • Self -drilling trapping screws are required when total thickness of steel exceeds 0.033 inches. Sharp point screws are acceptable for steel thickness' of 033 inches (0.84 mm) or less. • Bolts shall meet or exceed the requirements of ASTM A307. • Using pneumatically driven pins to attach floor, roof, and walls. Bolts shall be installed with nuts and washers. Center to center spacing of bolt holes, connecting sheet metal material to concrete, shall be a minimum of three bolt diameters. Distance from the center of the bolt hole to the edge of the connecting member shall not be less than 1-1/2 bolt diameters. Bolt hole diameter shall not exceed the bolt diameter by more than 1/16 inch. Structural sheathing are allowed, provided: • Pin diameter shall be 0.1.0 inch or more. • Pins shall penetrate the steel framing a minimum of 1/4 inch. • Minimum distance between pins and panel edges shall be 3/8 inch. • Use adhesive between sheathing and floor joists. • Submit manufacturers design values for approval to the engineer of record. Designation (mils) Minimum Steel Thickness (inches) Reference Gauge Number ASTM Color Code1 18 0.018 25 27 0.027 22 33 0.033 20 White 43 0.043 18 Yellow 54 0.054 16 Green 68 0.068 14 Orange 97 0.097 12 Red n U0 Itampa URBANoRDERAtunpa, Inc. 5006 south elhoron street 33611 $13.832.553' 7 na2002460 URBANoRDERAam a Inc Ttrss plans ore apyngnted and ere.* d to oopyrot protection se an'arcldtecluiat %wk. under section 102 of the oopyrlgM act . ,7 u.s.o. a amended o.ansa — a 1990 and k..M.Wrel works copyright proteclion act of t990. The protecion kcWda but la not Mead W the "iell form as wall a arragamenl and composition of Spaces and elements of the design, under each protection, unaul wIteil use of these plans, work a hone represented. den "gaey man In the ausban a aneauckan a hulld'nlge bang aki ad andla mme"ry oompenaatia to URBANoRUER Asia ire., F"rlda reg"Oel"nAVIM490. ISSUE DATE 05/15/2019 REVISIONS n CV qlql- CM CM U � CU .O z M U � Uses. Q CU W L L^ CL N U) W H 0 Z 06 Z a JOETOPH. FL.,REG. AR1 0095 DATE: 11119/2020 DRWN. CHKD: SCALE: SHEET NUMBER A=17 hills WALL TYPES NOTE: ALL GENERAL NOTES UPDATED 11/02/2020 1. G.C. SHALL PROVIDE SOLID BLKG. IN WALLS AS NEEDED CONCEALED REFER TO PLAN INDEX FOR FINISH SCHEDULE AND CERAMIC TILE WALL FINISHES SHEET NUMBER FOR WALL FINISHES, REFER TO FLOOR PLAN FOR METAL STUD SIZE. 0110 2. REFER TO ARCHITECTURAL FLOOR PLAN FOR ALL STUD SIZES WOOD TO BE 3. REFER TO Axxx FOR ALL WALL FINISHES 0 METAL ROOF DECK FRT RATED STUD SCHEDULE & NOTES j 362S125-18 UP TO 12'-0" - METAL STUD ANGLE BRACING @ 362S137 33 UP TO 16 0" rUP TO 12 -0" P - 0 METAL STUD ANGLE BRACING @ rr { m a 48' O.C. - EXTEND TO DECK 1 600S137 33 UP TO 22 0 UP TO 16 0 48" O.C. - EXTEND TO DECK C600S162 43 - — UP TO 26'-0" tuP TO 22' 0" -- — -- uResoNoe°RD eR:�n: s�"w.e 336+1 I WHERE NO CLG. IS INDICATED ON _ __ __ _ _-_, _ _ _ .. 813.aas.su7 -�-- W . I INDICATED ON RCP, _ _RCP, OR AT OFFICE WALLS., EXTEND � � aa2oo2480 _ OR AT OFFICE WALLS, EXTEND STUDS -- CLG. 4-v]�7 AND SHEATHING TO DECK ON EXPOSED CLG. STUDS AND SHEATHING TO DECK ON * EXPOSED SIDE(S) OF WALL URBANoRDER.tam a inc. SEE RCP SIDE 5 OF WALL() SEE RCP ww paaareco aan'aane•aw*dng%W mSTEEL CHANNEL DEFLECTIONKITCHEN SIDE 1. ALL HEIGHTS REFER TO UN -BRACED HEIGHTS. Isection 02of t copyro am 17c ao as ume TRACK FASTENED TO STEEL 5/8" PLYWOOD EACH SIDE 2. ALL HEIGHTS BASED ON 16" Q.C. SPACING. �otINO.knom Pm °°"ro 5/8" PLYWOOD protector, induaa but • not kniha to the overall DECK 3. BOTTOM TRACK TO BE SAME GAUGE AS STUD. rorme. wet a emanp ream era cornpo an of 4. TOP TRACK TO BE ONE GAUGE HIGHER. v tonuMu auuseoa°°�°wo.:p�: nor tame rpreantea. ran Wg* reeua o the rxmb. STEEL TOP TRACK ONE of ca "tr W, or busdWo deft a bed ardor monetary contvmaaon to UFIW40RDER WOO inc.. GAUGE HIGHER THAN METAL Raioen0IMb ,a2eooaee0. STUDS) METAL STUDS @ 16" O.C. METAL STUDS @ 16" O.C. 5/8" CEMENTITIOUS BACKER METAL STUDS @ 16" Q.C. PARTITION NOTES (SEE METAL STUD SCHEDULE BD. EACH SIDE TO 1'-4" AFF -- 5/8" CEMENTITIOUS ISSUE DATE FOR SIZE AND GAUGE) FL00RFLOOR i "�`---- � BACKER BD. TO 1-4 AFF ' 05/15/2019 INTERIOR PARTITION INTERIOR PARTITION 1. ALL METAL STUDS TO CONFORM TO LOCAL BUILDING CODES. REVISIONS METALROOF DECK I Fwi Fw1a 2. ALL STUD WALLS AND PARTITIONS REQUIRE GYP. BOARD ON BOTH SIDES FOR THE FULL TYPICAL TEK SCREWS HEIGHT OF THE STUDS UNLESS SPECIFICALLY DETAILED OTHERWISE. DEFLECTION TRACK DETAIL @PARTITION METAL STUD ANGLE BRACING @ - METAL STUD ANGLE BRACING @ 3. ALL SUSPENDED WALLS SHALL HAVE GYP. BOARD WHICH EXTENDS 4" ABOVE THE SUSPENDED r- LINE OF LOWER DECK FLUTE 2 48' O.C. EXTEND TO DECK 48" O.C. - EXTEND TO DECK CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT. 6" =1'-0" ( � WHERE NO CLG. IS INDICATED ON j j j j� WHERE NO CLG. IS INDICATED ON RCP 4. FIRE RETARDANT PLYWOOD MAY SUBSTITUTE FOR GYP. BOARD WHERE SO DIRECTED BY THE - — — — — — — — — — — — 4— —!'-- — — — — _ —- RCP, OR AT OFFICE WALLS, EXTEND --� EXTEND STUDS AND SHEATHING TO ARCHITECT. _ STUDS AND SHEATHING TO DECK 14%ON EXPOSED SIDE(5) OF WALL CLG• v DECK ON EXPOSED SIDE(S) OF WALL 5. ALL STUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF BRIDGING SPACED AT ui SEE RCP SEE RCP 4'-0" MAXIMUM ON CENTER. THE BRIDGING SHALL BE SECURELY FASTENED TO THE STUDS ? �_ WITH EITHER SCREWS OR WELDS. REFER TO DETAILS THIS SHEET. -�- 5/8" DENSSHIELD EACH SIDE -- 5/8" PLYWOOD 6. ALL STUDS SHALL BE' CEE STUDS WITH FLANGE STIFFENERS. 7. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS. WHERE THE STUD CONT. 16 GA. METAL TRACK MANUFACTURER'S RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE, FASTENED TO METAL DECK KITCHEN SIDE THEY SHALL APPLY. ABOVE WITH TWO #1016- TEK AT ' 8. TYPICAL FASTENER: METAL STUDS @ 16" O.C. EACH STUD FASTENING POINT. — EXISTING METAL STUDS A. STEEL STUDS TO STEEL STUDS OR TRACKS: FASTEN INTO LOWER FLUTE ONLY - 5/8" CEMENTITIOUS BACKER _- - 5/8" CEMENTITIOUS 10, EACH SIDE TO 16" AFF • 20 GAUGE - #8 -18 X 1/2" TEKS WITH PHILIPS PAN HEAD - MIN. 2 PER CONNECTION FLOOR BACKER BD. TO 1'-4" AFF �_ FLOOR 18/16 GAUGE - #10 - 16 X 3/4" TEKS WITH PHILIPS PAN HEAD - MIN. 3 PER CONNECTION I � � METAL STUDS AT 24" D.C. Max INTERIOR PARTITION W3 INTERIOR PARTITION B. STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS AND BEAMS: HUNG FROM METAL TRACK #14 -10 X 1-1J2" H.W.H. TYPE "5'rMETAL-TO-WOOD TEKS AT 12" O.C., 2" FROM EACH ENO ABOVE WITH #10-16 TEK C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE/WIDE FLANGE COL'S, BM'S, GIRDER'S, ETC. SCREWS BOTH SIDES. y - - METAL STUD ANGLE BRACING @ 0.145" DIA. HILTI X-EDNI FASTENERS, 5/8" MIN, LENGTH AND MIN. OF 2 PER CONNECTION, 48" O.C. - EXTEND TO DECK OR 2 ROWS AT 16" O.C. FOR CONTINUOUS APPLICATIONS SUCH AS TRACKS, U.O.N. .t - WHERE NO CLG. IS INDICATED ON RCP EXTEND STUDS AND SHEATHING TO -- --- D. PLYWOOD TO STEEL STUDS: PERPENDICULAR TO ROOF DECK SPAN CLG. _ " DECK ON EXPOSED SIDE(S) OF WALL CLG, #10 - 24 X 1-1/4" TEKS/3 (PLYMETALTEKS) WITH THIN WAFER HEAD - 24" O.C. FILED, 12" SEE RCP SEE RCP O.C. PERIMETER N E. GYPSUM BOARD TO STEEL STUDS: 5/8" DENSSHIELD - - 5/8" DENSSHIELD 41 #7 X 1-1/4" HI -LOW TYPE "S" BUGLE HEAD SCREWS FOR 3/8" TO 5/8" GYPSUM BOARD TO 25 GAUGE OR 20 GAUGE STUDS co KITCHEN SIDE KITCHEN SIDE #6 X 1-1/4" TYPE 5-12 BUGLE HEAD SCREWS FOR 3/8" TO 5/8" TO 18 GAUGE OR 16 co GAUGE STUDS OR TRACKS U -0 Cu METAL STUDS @ 16" O.C. ---"- EXISTING METAL STUDS 7 ' — FIELD -12" O.C. CEILINGS, 24" O.C. WALLS L M L METAL ROOF DECK - - 5/8" CEMENTITIOUS 5/8" CEMENTITIOUS W O FLOOR BACKER TO 16" AFF FLOOR BACKER TO 16" AFF 0 BUTT JOINTS 12" O.C. J u- F. STEEL STUDS OR TRACKS TO CONCRETE: v C TYPICAL TEK SCREWS - - LINE OF LOWER DECK FLUTE INTERIOR PARTITION INTERIOR PARTITION Q (a � j' W3a Max 0.145 DIA. HILTI X DNI FASTENER, 1' MIN. LENGTH, 2 ROWS AT 16" O.C. > W \' r- METAL STUD ANGLE BRACING @ METAL STUD ANGLE BRACING @ � j - --- METAL STUD ANGLE BRACING @ 48" O.C. - EXTEND TO DECK 48" O.C. - EXTEND TO DECK j All 48" O.C. - EXTEND TO DECK WHERE NO CLG. IS INDICATED WHERE NO CLG. IS INDICATED — — — I WHERE NO CLG. IS INDICATED Q - ON RCP EXTEND STUDS AND - ON RCP EXTEND STUDS AND - ON RCP OR AT OFFICE EXTEND O 'a SHEATHING TO DECK ON SHEATHING TO DECK ON '" `t STUDS AND SHEATHING TO DECK w , — — EXPOSED SIDE(S) OF WALL EXPOSED SIDE(S) OF WALL `j, CLSEEG.-R�p ON EXPOSED SIDE(S) OF WALL ' V 3 5/8" PLYWOOD (2) NESTED 16 GA. METAL TRACKS FASTENED Y --- PROVIDE SOUND ATTENUATION � CONT. 16 GA. METAL TRACK I TOGETHER WITH (2) #10-16 --- PROVIDE SOUND ATTENUATION BATT INSUL. WHERE REQ'D, SEE FASTENED TO METAL DECK ' TEK SCREWS BOTH SIDES BATT INSUL. WHERE REQ'D, SEE KITCHEN FLOOR PLAN FOR LOCATIONS ABOVE WITH TWO #10-16 AND FASTENED TO ROOF FLOOR PLAN FOR LOCATIONS ____ SIDE `" -- 5/8" CEMENTITIOUS - EXISTING METAL STUDS `r TEK AT EACH END STUD ' DECK WITH (4) #10-16 TEK Lu METAL STUDS @ 16" O.C. BACKER BD. TO 1' 4"AFF FASTENING POINT. FASTEN I I SCREWS AT LOWER DECK - 5/8" GYP. BD. (PROVIDE 5/8" GYP. BD. (PROVIDE METAL STUDS @ 16" O.C. INTO LOWER FLUTE ONLY. FLUTE ONLY, SET @ 36"O.C. MOISTURE RESISTANT GYP. BD. MOISTURE RESISTANT GYP. BD. -- 5/8" GYP. BD. (PROVIDE MAX. FLOOR FLOOR FLOOR ON RESTROOM SIDE.) i -- ON RESTROOM SIDE.) "i MOISTURE RESISTANT GYP. BD. METAL STUDS AT 24" O.C. ON RESTROOM SIDE.) HUNG FROM METAL TRACK ' I FW5a]7INTERIOR PARTITION WSax INTERIOR PARTITION W6 INTERIOR PARTITION ABOVE WITH #10-16 TEK J SCREWS BOTH SIDES. -u— METAL STUD ANGLE BRACING @ CLG. - METAL STUD ANGLE BRACING @ J 48" O.C. - EXTEND TO DECK B.O. DECK 4$' O.C. EXTEND TO DECK : ----- WHERE NO CLG. IS INDICATED ON RCP I j q SOFFIT HANGING DETAIL OR AT OFFICE AND SHEATHING ATO DECK ON EXPOSED LLS EXTEND STUDS HOOD W ��__ `t SIDE(S) OF WALL 3" CLG. `Y Q A501 =1'-0" SEE RCP SEE RCP - 5/8" DENSSHIELD COOKLINE SIDE — 5/8" PLYWOOD -- 2-LAYERS EXISTING — 24 GAUGE GALVANIZED METAL, TO KITCHEN W/ KITCHEN SIDE W/ FRP GYP, 80, BOTH SIDES FULL HEIGHT OF WALL EXTEND PAST TILE SIDE EDGE OF HOOD 18" IN ALL DIRECTIONS — - EXISTING WALL EXISTING METAL STUDS '• ^- METAL STUDS @ 16" O.C. 5/8" CEMENTITIOUS BACKER - 5/8" CEMENTITIOUS BACKER TO FULL HEIGHT OF TILE FLOOR EACH SIDE TO 16" AFF /� FLOOR FLOOR 0 �i4ry uj [—W—� INTERIOR PARTITION W19x1 INTERIOR PARTITION W26a INTERIOR PARTITION J a JOE TOPH. FL.,REG. AR10095 (, N W 1N1 J J $ LATERAL BRACING, x x•F --- . _._. _.-_-- FRAMING SCREWS CR 1-1/2" X 16 GA., (TYP. OF 4) DATE: 11/19I2020 LL GALVANIZEDLu v ..► "-_ __ _ _ 2" X 2", 16 GA. DRwN: 0 CLIP ANGLE 4 1/4" LESS THAN cHKD: v STUD WIDTH UA SCALE: GALVANIZED METAL STUD - - - FIRST LEVEL START AT 4'-0" ABOVE FLOOR SHEET NUMBER 3 LATERAL BRACING DETAIL @ PARTITION 1 NOT USED A501 NOT TO SCALE A501 N.T.S. Aml 8 VA z hGls 11/1912020 11:28:35 AM UPDATED 11/02/2020 WOODBEAM MN.(3) 08 SCREWS OR PER DESIGM (3)100 NAILS i VertiC110 SLB As Manufactured by The Steel Network, Inc. 888-4744876 Attach to Header With Approved Fastener '-'-- NOTCHTRACKFLANGES (BOTH SUES) f STEEL TRACK '- STEEL KING STUD - STEEL TRACT( WITH ONE ae SCREW OR lod NAIL PER STUD REFER TO WALL p SPREAD SCREWS. TO SECTION FOR STUD & eoTroM of woo0 TRACK SPECIFICATION BEAM .- _- STEEL JACK STUDIO (AS REQUIRED) (6) 28 SCREWS OR 10d NAILS EACH SIDE) HEADER, JAMB & SILL SEE WINDOW 8 DOOR SCHEDULE SHIM AS NECESSARY _-_____. .-.._ JACKSTUD DESIGNATION JAG( STUD ALLOWABLE WACITV ' 081 &FOOT 9-FOOT 10-FOOT - M102-D 2,276 201 1.788 -- --- M162-43 _._—. 3,096 2.706 2.44 3WS162-M - 4,OW 3551 - 3,116 35081824 B 4,9n 4,640 3,927 MM182-M .-_ SM162-43 2,270 2.532 2.340 3,740 3,199 _ _--.3,249 55CS162-M 4,900 4,650 4,323 550&1824i8 B,t'A7 8,,75 5,719 JACK STUD ALLOWABLE CAPACITY WALL HEIGHT [o'•o ls.""s1r r 4'x 25ga as manufactured by I Network, Inc. (888)474-4876 VertlCli ft SL Series b) Steel Netowork, Inc. Header With St RClip HE by ° The Steel Network, Inc. See Window Schedule JamStud by The Steel Network, Inc. See Window Schedule Finish See Wail Type 5/8"' Sill with StiffClip AL by e The Steel Network, Inc. See Window Schedule WEB CRIPPLING CONNECTION (IF NEEDEE SUGGESTED: $=lip AL or CL WINDOW ELEVATION, SINGLE STORY, CURTAINWALL /-JamStud-as manufactured by The Steel Network, Inc. (888)474-4876 SOffCIip1`ALAs Manufactured by The Steel Network, Inc. 8884744876 Attach to Header With Approved Fastener .'� — ATTACH TO JAMB AND HEADER W/Selr Drilling Screws #8 x 3/4 SCREWS 'Min. EDGE DISTANCE HEADER CONNECTION TO JAMB SINGLE TRACK 1" FLANGE MATERIAL 15/V --I r L C 21/2� E 3112`� C 3 518""(� 4 r 15/8' --� T T T 51/2 162T100 250T100 350TIO0 362T100 40OT100 55OT100 18 ml (mil) 18 ml (mil) 18 ml (mil) 18 ml (mil) 18 ml (mil) 18 ml (mil) 9114' L 1� IL12DOT100 60OT100 800TIDO 925T100 1000T100 140OT100 18 ml (mil) 18 ml (mil) 18 ml (mil) 18 ml (mil) 18 ml (mil) 18 ml (mil) 1-1/4" FLANGE MATERIAL 2" 31f2� � 3 518'� 4� L � 5112"F 6 35OT125 362T125 400T125 55OT125 60OT125 25 mil 25 mil 25 mil 25 mil 25 mil SL 9114" L [ �QOT 25 925m125 10005125 1200T125 1400Ti25 1600T125 [M All [25 II 45 mill 25 mil 25 mil 25 mil WALL STUD SPECIFICATION EXAMPLE: 350T12525,33ksi @24" o.c. 60OT125.54mil,50ksi @ 16" o.c. 24" o.c. = SPACING ,z" o.c. = SPACING @ CORNERS TRACK SECTION LIBRARY -- - - — FULL --- I 1� 160OT100 18 ml (mil) BRIDGING ATTACHMENT TWIST BridgeClip® /MAMI IFAr.TI1RFn RV TWF CTFFI MFTWnQK STEEL STUD WALL SHEETING ATTACHMENT SINGLE TRACK ITIONAL SCREWS LOAD BEARING LICATIONS v O BridgeBar@ 4' MAX STANDARD TRACK, MATCH 8- in. WALLTHICKNESS BRIDGE ALTERNATE: WALL BRIDGING FULL SCALE USING 6" STUDS aa, —ANcae air ve uasrNAx Brun vnniN. iwa w saxLwsrosfuo .urtNu eaAaNc cx 1st'rewaxven>Eo ",iworaemswsro -NaE NOTE: U.N.O. ALL SCREWS USED TO CONNECT LGS FRAMING MEMBERS SHALL BE #10 HWH SELF TAPPING. LGS TO STEEL SHALL BE #14 SELF TAPPING OR 3/4" GAS OR POWDER ACTUATED (PAF) FASTENERS W/ MIN 3/8" EMBED, LINO ON PLANS. CLIP TRAI AT LAP JC WOOD BLOCKING PLACEMENT SHALL CONFORM WITH PLANS & CABINET MFG'S TRACK RECOMMENDATIONS 2x WOOD BLOCKING (2) #8 SCREWS (2-1/4' OVALHEAD) AT EACH STUD WALL TRACK SEE SECTION FOR SPECIFICATION 25 ga Min HEADER SPECIFICATION HEADER ATTACHMENT TO JAMB TOP AND BOTTOM TRACK TO BE CUT SHORT TO ALLOW FOR ---- JAMB TRACK ATTACHMENT HEADER ASSEMBLY / ALTERNATE VSAT LAPPED TRACK CREWS @ 24- O.C. CTING CORNER STUDS P..VI ALIEaN1fEPLW EXTERIOR WALLSTUD INTERIOR GYPSUM WALL BOARD FINISH TRACK WALL CORNER FRAMING SINGLE TRACK ATTACH TRACK TO HEADER WI Self Drilling Screws #8 @ as stud 24'Min. EDGE DISTANCE ALTERNATE CONNECTION X ,_St[ffClip°AL As Manufactured by The Steel Network, Inc. 888474-4876 Attach to Header yl✓/ With Approved Fastener 6 ea #8 x 3/4" ern ATTACH TO HEADER W/ Self Drilling Screws 4 #8 "'Min, EDGE DISTANCE [CUT STUD SHORT ® -- - [CUT STUD SHORT ® HEAD TO ALLOW FOR HEAD TO ALLOW FOR VERTICAL DEFLECTION VERTICAL DEFLECTION REQUIREMENTS AS PER REOUIREMENTS AS PER PROJECT SPECIFICATIONS) PROJECT SPECIFICATIONS] ATTACH TWO (2) VertiCllp® TO VERTICAL DEFLECTION EA. JAMB W/ 2412 SCREWS VERTICAL DEFLECTION ATTACHMENT USING @ EACH CLIP. CAP STUD WITH ATTACHMENT ATTACHMENT USING VertiCllp SL SERIES CLIP 2'-0" Ig TRACK (SIZE & GA. TO Cll SL SERIES CLIP . P® AS MANUFACTURED BY MATCH STUD) W/2410 AS MANUFACTURED BY PRODUCT DESIGNATION SEE { } THE STEEL NETWORK THE STEEL NETWORK SCREWS @ 8 o.c. & EA. END (888-474-4876) (8884744876) j--)F6 D ARE ATTACHED WEB TO WEB CURTAINWALL DEFLECTION DETAIL - DR)NA" DEFLECTION DETAIL - N.T.S. HEAD CONDITION N.T.S. HEAD CONDITION INSTALL 20ge. TOP TRACK / (width to match wall stud) [CUT STUD SHORT HEAD TO ALLOW FOR ATTACHMENT TO PRIMARY STRUCTURE VERTICAL DEFLECTION W/ APPROVED FASTENER REQUIREMENTS AS PER r 2 = QUANTITY �IaaR� PROJECT SPECIFICATIONS] J 1/4 = DIAMETER 1.25" = PENETRATION 4" = MINIMUM EDGE DISTANCE TAPCON = MANUFACTURERS DESIGNATION OR EQUAL. VERTICAL DEFLECTION ATTACHMENT USING SECTIONS VertiCllp® SL SERIES CLIP AS MANUFACTURED BY THE STEEL NETWORK (888-4744876) // \ INSTALL20ge.TOPTRACK (width to match wall stud) V CUT STUD SHORT HEAD TO ALLOW FOR VERTICAL DEFLECTION REQUIREMENTS AS PER l PROJECT SPECIFICATIONS PRODUCT DESIGNATION SEE { } VERTICAL DEFLECTION HEAD CONDITION__ — FULL SCALE USING 6" STUD [CUT STUD SHORT ® HEADTOALLOWFORVERTICAL DEFLECTIONATTACHMENT 0*2 TO PRIMARY STRUCTURE REOUIREMENTSASPERW/APPROVEDFASTENER PROJECT SPECIFICATIONS)=QUANTITY114 = DIAMETER VERTICAL DEFLECTION1" = PENETRATION ATTACHMENT USING 1/2" = MINIMUM EDGE DISTANCE VertiClip®SL SERIES CLIP Hilty = MANUFACTURERS DESIGNATION AS MANUFACTURED BY OR EQUAL. THE STEEL NETWORK (888-474-4876) CURTAINWALL DEFLECTION-DETAIL-- N.T.S. HEAD CONDITION L �{ ATTACH TRACK TO STRUCTURE ItAS REQ'D PER DESIGN. 1- It I _ NOTE: INSIDE DIMENSION OF OUTER TRACK ° SIDE VIEW j �'� �_ TO BE IF MORE THAN STUD DEPTH. DEEP LEG SLIP TRACK. MEMBER SIZE AS REQ'D PER DESIGN. GAP TO ALLOW FOR VF1111cA1 \ / DEFLECTION. T"rtACK�IU HTRAC"KT \\ \� VERIFY — GAP DEPTH O P LEG CAPPING TRACK 0 MEMBER SIZE AS REQ'D PER DESIGN. (1)010.16SCREWAT / EACH FLANGE, WALLSTUD X SLIP TRACK DETAIL TELESCOPING SLIP TRACK CONNECTION STEEL CRIPPLE STI STEEL HEAD TRACK 2x WOOD (2) #8 SCREWS OR 8d NAILS PER WEB TO WOOD PLATE #8 SCREW OR 8d NAIL @ 24" O.C. (INSTALLED FROM WOOD OR STEEL SIDE) -I- TOP VIEW Q EACH I WALL FRAMING FASTENERS WALL SHEATHING (SUCH AS GYPSUM BOARD, OSS OR PLYWOOD) WALL SHEETING ATTACHMENT SINGLE TRACK DOOR FRAMING ASSEMBLY_ B RUNNER TRACK CONCRETE SLAB (BY OTHERS) STUD TO TRACK DETAIL ANCHORAGE TO STRUCTURE wry2) FASTa4FR's SCREWATTACH BOTH ENDS OF RUNNER TRACKS TO SHORT SECTION OF STUD w42)a1&16 SCREWS ON BOTH SIDES. ATTACH TRACK TO STRUCTURE AS REO'D PER DESIGN, CLARKWESTERN"• Max`rrakTM SLOTTED DEFLECTION TRACK MEMBER SIZE AS READ PER DESIGN. GAPTO ALLOW FOR VERTICAL DEFLECTION. ENGINEER I OF RECORD: ADACYVERE11. (1)WISWAFERHEAD 0 FOR 20 GAUGE II OR (1)No-16 SCREW FOR IEAWER GAUGES, FRAMING SCREWS ® EACH STUD LOCATION, STEEL TOP TRACK STEEL STUDS STEEL BOTTOM TRACK FASTENER F-1 ,_-_ FASTENER F-2 � i>U 0 IJ 0�.157x3/4" P.A.F. Itampa URSMoRDER"tampa, Inc. FASTENER F-3 �> SW sou° elbereea street 33611 613.832.8667 ..2002460 1/41.1A HWW TAPCON URBANoRDER.tam a Inc. Thar pure N mppoted and an &MW to oopyyNp prdeaim w sn'errl4tscLirel w0W under FASTENER F-4 - sachm 102 of Ore oopop" ea, 17 u.s.a as amensd Dwscrber 1990 and WAvn as arehlscsral walre ooww p owdon am of Im The PAN 10-16x3/4" TEKS-3 p101ettim Indaa« but Is nat to d" MMI form a wan aarrang—A and mmpoNWn of epees and siemens of de desgn. under such pmtectim unaurorind use of,heae plane, worx a home rpreM . can s9M1' nsull x1IM Coseaof emstnuctim a NO" lbn FASTENER F-5 ma" mmpsms DU"'ORBANoROER �„ Floft fepWsdmAA2(U02450. HWH 12-144/4 TEKS-3 FASTENER F-6 ISSUE DATE 05/15/2019 HWH 12.1408TEKSA REVISIONS FASTENER F-7 - #8-15xl-5/8" BUGLE HEAD DRYWALL SCREW FASTENER F-8 12-247x2-314" PFH WING TEKS-4 (2) #8 SCREWS Q 24' O.C. (2 SCREWS THROUGH TOP \ FLANGES AND 2 SCREWS THOUGH BOTTOM FLANGES) BACK-TGBACK GSHAPES rA A (2), #8 SCREWS 24' D.C. CRIPPLE STUD TRACK STRUCTURAL SHEATHING TRACK 2" x 2' CLIP ANGLE ATTACHED WITH #8 SCREWS, MINIMUM LENGTH " WEB DEPTH MINUS 1121NCH TRACK JACK STUDS (AS REQUIRED) KING STUDS (AS REQUIRED) N SCREWS THROUGH SHEATHING TO EACH JACK & KING STUD AT 1/2 D.C. DOOR FRAMING ALTERNATE ASSEMBLY ,2' SEcnON OF STUD SAME GAUGE AND SIZE AS TRACK. RUNNER TRACK i CONCRETE SLAB (BYOTHERS) BOTTOM TRACK SPLICE RUNNER TRACK SPLICE - SCREW ATTACHED 4' LONG MIN. PIECE OF STUD SAME GAUGE AS WALL STUD TO FIT INSIDE TRACK WEB ATTACH USING:,4tN&16 WAFERHEAD's FOR 20 GAUGE OR Hx110.16 SCREW, FOR HEAVER GAUGES BETWEEN SLOTS AS SHOWN. JWALL STUD SLOTTED DEFLECTION TRACK MMXTRAK WITH SPLICE ATTACH SLIP TRACK TO STRUCTURE AS REDS PER DESIGN. z DEEP LEO RUNNER TRACK. MEMBER SIZE AS REQ'D \ PER DESIGN. \. GAP TO ALLOW FOR VERTICAL -� DEFLECTION. E.O.R.: VERIFY GAP DEPTH _-- J TYPICAL. JAMB STUD COLD ROLLED CHANNEL. (1-1/21x16 GAUGE CRC) TO BE PLACED WITHIN 12' OF SLIP TRACK. / TYPICAL WALL STUD SLIP TRACK DETAIL CURTAIN WALL STUD W LATERAL SWING WITHIN 17 OF SLIP TRACK ATTACH TRACK TO STRUCTURE AS REOD PER DESIGN. CENTERED AT EACH SLOT LOCATION. CLARKWESTERNTM MaxTrak'" 2D SLOTTED DEFLECTION & DRIFT TRACK MEMBER SIZE AS REQ'D PER DESIGN. GAP TO ALLOW FOR VERTICAL DEFLECTION. ENGINEER OF RECORD. VERIFY ADEQUACY OF W. FOR 20 GAUGE `11 OR (Its 0.16 SCREW FOR HEAVIER GAUGES. FRAMING SCREWS ® EACH STUD LOCATION, 4" LONG MIN. PIECE OF STUD SAME GAUGE AS WALL STUD TO FIT NSIDE TRACK WEB ATTACHUSING WAFERHEAOs FOR 20 GAUGE OR (4)110.16 SCREWS FOR HEAVIER GAUGES BETWEEN SLOTSAS SHOWN. ` WALL STUD SLOTTED DEFLECTION TRACK MAXtRAK 20 WITH SPLICE Y ) M U� CU Z m � U �� Q CU V! _ L 0- a) N JOE TOPH. FL.,REG,AR10095 DATE: 11119/2020 DRINK CHKD SCALE: SHEET NUMBER A=19 CONC. PNL SEALANT, CONT. (BOTH SIDES) HOLLOW METAL DOORFRAME FILL Wl. GROUT METAL DOOR HEAD 1 /2" 1211 1 TYR N s- 38" TYR H.M. FRi4 PAINTED GYP. BOARD (REF. FIN. SCH.) STEEL STUD FRAME ANCHOI HOLLOW METAL DOOR FRAME HOLLOW META DOOR FRAME STEEL STUD FRAME ANCHC PAINTED GYP. BOARD (REF. SHEET A-7) WALL FINISH 5/8" GYP. BOARD 0.875 HAT CHANNEL FURRING STRIP AT16"O.C. Scale: NTS. 1 /2" " ~ 58~ TYR 1/411 21/8" Ott TYR TYR MES D D Dj� CONC. SLAB THRESHOLD Scale: NTS. 20 MSG. GALV. METAL STUD AT 16" O.C. OR EXISTING WALL (REF. PLAN) 3/8" Scale: NTS. MSG. 1 "x6" OR MSG.1 "0)" LV. METAL JD AT 16" O.C. EXISTING WALL :F. PLAN) Scale: NTS. PECIFIED LOOR FINISH Scale: NTS. CONC ANCHORS 3 PER SIDE @ JAME SEALANT, CONT. (BOTH SIDES) HOLLOW METAL DOOR FRAME FILL Wl. GROUT METAL DOOR JAMB JAMB THRESHOLD WALL FINISH 5/8" GYP. BOARD 0.875 HAT CHANNEL FURRING STRIP AT 16" O.C. Scale: NTS. WALL FINISH AS SCHEDULE 5/8" GWB HOLLOW METAL FRAME W/ JAMB ANCHORS AND NO STOPS DOOR AS SCHEDULED Scale: NTS. WALL FINISH AS SCHEDULE 5/8" GYP. BD. HOLLOW METAL FRAME W/ JAMB ANCHORS AND NO STOPS DOOR AS SCHEDULED Scale: NTS. IED FINISH Scale :1 NTS. 1/2" SLAB DEPRESSION & THRESHOLD SET IN FULL BED OF SEALANT THRESHOLD CAULK ALUMINUI FRAME ALUMINUM DOOR FRAME CAULK GLAZING GLAZING SEALANT ALUMINUM DOOR FRAME ALUMINUM FRAME STOREFROl' WINDOW GLAZING CAULK ALUMINUM DOOR FRAME CONC. SLAB SPECIFIED FLOOR FINISH Scale: NTS. SEALANT HEAD Scale: NTS. CAULK MULLION SEALANT ALUMINUM THRESHOLD - SET IN FULL BED OF SEALANT THRESHOLD Scale: NTS. 0 e 0 w Z w w 0 w m O H LL Q 0 0 + UPDATED 11/02/2020 u 0 /tampa URBANoRDER.tampa, Inc. SOW .ouch elbomn street 33811 813.832.3357 aa2002"0 URBANORDER.tam a Inc. These par an cop7totso am am wW to oWy*t pmrclion a m'atcNtscwnt watts antler wdon 102 of dr capyrlpN as 17 u...0. as mrndetl DecemOer 1960 and Nn0/dl a atchisc unl wake ottw l praectbn as of 1190. The pmleafon aduda but at not Waled to pr aveWs lam a wo a "Vmmt aaa cmowtlon of spaces u4 .lamas of the deso. uMar such pmwotlm, unaulbmao use of Nu plea, work or Nma tapteanted, an lawa7 result in the cesakm Of wwftxom amadktpa WN atrad a &o, money wMamisaun to UMANMERbff" ft., A idacap taeonM26W2e80. ISSUE DATE 05/15/2019 REVISIONS 0 Liz M M U Ca -0 Z � 0 >Wi L CL N N J a W Z W a Q 0 JOE TOPH. FL.,REG,AR10095 DATE: 11119Q020 DRWN. CWD: SCALE: SHEET NUMBER Am20 UPDATED 11/02/2020 PARAPET Lobby Scale 1/4"=l'-0" Lobby North/Check In U0 Itampa UMANoRDER.tampa, Inc. 8008 south elteeran street 33611 813.832.8887 sa2002480 URBANoRDER.tam a Inc. Thee One an mpyrghtad and are suhbed to copyright protection ee en "areNtacturd work- under section 6• 102 of copyright ad. 17 us.o. ae amended Decanter 1990 and known as architectural worse oopyrlghl proun0on sd of 1990. The protection Ad dw tut Is rid WNted to the O"m torn as-0 a-1119srnanl and campo•aon of spaces and elements of the ding. under such proection, uneulhorized use of these plMn, work or home represented, can "ally mount in Ne camatton of conawdim Or building tenp mixed andlor monaary conemoudon no URfl4NoRDEW n" nc.. Flondareg•WWAA260024160. ISSUE DATE 05/15/2019 REVISIONS A N OPEN CEILING PARAPET Us) co co ROOF 0-0ar CU — > U LL PRODUCT APPROVAL LIST DROP CEILING Q cn WALL ABOVE > -C_ W ar SIMPSON A MODEL FL# EXP. DATE ._ Wedge -All Wedge Anchor WA50100 15730.8 12.31.20 ELP DESK N Simpson Strong -Tie Co. TTN Titen Conc. & Masonry Screws FL2355 Exp. Date 12.31.2020 Windows / Impact Fixed Glass Oldcastle Building Envelope Inc. FPA#17687 Expiration Date 12/31/2020 FPA#17688 Expiration Date 12/31/2020 PGT Windows & Doors FL#242.4 HR - 710 (Impact) WinGuard Aluminum Horizontal Roller Window Quality Assurance Contract Expiration Date 12/21/21 or PGT #242.4 Expiration Date 11/01/2022 HR-810 Multi -Story Aluminum Horizontal Roller Window Storefront Doors / Impact Custom Window Systems Inc. FPA#14850.1 Expiration Date 07/21/2030 HELP DESK Lobby EastNendming ni ROOF CEILING SHELF CEILING Lobby Scale 114"=1'-0" 'I ENTRY DOORS li'71-11 111111 ROP CEILING 06 U) J z a a �- a. > a W J � W V O O oC � a JOETOPH. FL.,REG. AR70095 DATE: 11119/2020 ORWN: CHKD: SCALE: SHEET NUMBER A=21 UPDATED 11/02/2020 09 Check Out / Check Out See "Room Layout Sheets" Temp Prefix R# at end of this set CHECK IN es• 13'-7 0 ED Check In CV Cfl U 6' 5 318" - 3' 3' 3' 3' 1'-6 3/4" --� Elevation 19 U0 Ramps URBANoRDER.tampa, Inc. 5006 south elhoron street 33611 813M2.555T sa2002480 URBANoRDER.tam a inc. TMw *n$ aro copynphud and ero euW to copyright proledbn w en'uchiwturel work' urger wttlon 102 of the copyrgN wt, 17 u.e.a. w amended Decenter 19% and W~ w amnItectufal works copyright proucnon wt of 1990. The pmUalan kltludea bul It not Iknked to the owlmll norm w well as arrangement and wmpWuon of specae and aI.—t of the dwpn. w such pmtectlon, unauthorized use of thew plane, work a hang represented, ten legally result In f ce t n of construction or buildings being Wwd andlof monelery Wnnpenutlon to URBANoRDERUwa inc.. Fonda reg180911on AA26002460. ISSUE DATE 05/15/2019 REVISIONS A CV LO co M U � CIO � zm o U �LL Q SO U) > 'w L Q N Z O a W J W z O O w JOE TOPH. FL..REG. AR10095 DATE 1111912020 DRWN. CHKD. SCALE: Elevation 18 Elevation 17 Elevation 16 Elevation 15 SHEET NUMBER Am22 UPDATED 11/02/2020 REFLECTED CEILING PLAN NOTES • CONTRACTOR TO PROVIDE ALL MISCELLANEOUS MTL STUD FRAMING REQUIRED TO PROVIDE SOFFITS AND BULKHEADS AS GRAPHICALLY DEPICTED ON THE REFLECTED CEILING PLAN, SECTIONS, AND ELEVATIONS • VERIFY LOCATIONS OF ALL LIGHT FIXTURES, AIR SLOTS, AIR SUPPLY AND RETURN GRILLES WITH PLANS AND COORDINATE INSTALLATION WITH MECHANICAL AND ELECTRICAL CONTRACTORS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION • PATCH CEILING WHERE DEMO OCCURS TO MATCH EXISTING ADJACENT CEILING. ADJUST LIGHT FIXTURES AS NECESSARY • ALL MECHANICAL SLOTS, GRILLES, OR ACCESS PANELS TO BE PAINTED TO MATCH SURFACE ON WHICH THEY OCCUR, U.N.O. • SUPPORT FINISH EDGES OF CEILING WITH EDGE ANGLES ATTACHED TO WALL • GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR THE REUSE OF EXISTING LIGHTING FIXTURES. VERIFY FIXTURES ARE IN GOOD WORKING CONDITION. PATCH AND CONDITION U0 Nampa URBANo"ER.tampa, Inc. 5006 south elberon street 33611 813.832.5557 aA2002460 URBANoRDER.tam a Inc. Then plan em WP Med end w wb*t to copydpht protedlm as in'amhl*wml woW under sedan 102 of dts mpyV* ad. 17 u.s.o, as anrMed OKwWm 1900 and knom As andsucmml wort mpyrght pmuobm ad of 1990. The proamlbn bdudw but ta not lanhad to Uts mmk kfrm as era w amnpwtsnt aral mnpaltfsn of epees and akxhants of ae deagn under such pmued w, unsuftand m d than parts, work or haw rawasnu d, ran Ia9aly MAO in the owsibm of mabudtlm or bued ngs heap aalwd Wd/m matstary owpamslbn to tR EIANORDERllampa kc, FbMa npiatraaon A420002400. ISSUE DATE 05/15/2019 REVISIONS A ILING WITHOUT GRIDS E 5/8" DRYWALL UNO N L0 M 2'x4' DROP -IN LIGHT CM V 2'x2' DROP -IN LIGHT Z m L O RECESSED LIGHT LL- CEILING MOUNTED LIGHT V AC SUPPLY > W i AC RETURN AIR i N z a J CIS 0 z W C.� W F- t� W 1J U. W w JOE TOPH, FL.,REG, AR10095 DATE: 11/19/2020 DRWN: CHKD: SCALE: SHEETNUM8ER A=23 UPDATED 11/02/2020 a Clean I <�" Utility Nurse CMO we 5 Extended Team Area 1 L�ujige/docker C\1 i Shared Medical Apts. 2 PANEL LI` IIj'1111111aa��1// rl•E•---•--•-- 28 sq •--•--•--•-- EXIT B Hall crag --- 'I 05' --- Ill r,(.) 7 F",\ a a FTll�l mhl mh2 mh3 Communicati ons Rm exam 8 0 Shared Document Area 2 exam 9 rea exam 10 mh 4 mh 5 mh 6 exam 7 exam 6 exam 5 EXIT 83" exam 4 Group Theropy Rm NUM �Ilt sus Womens Health we 7 exam 3 exam 2 Shared Medical Work Room UA Main Disconnect Storage Medical Conference Rm Sto. Med. Equipment Receiving 5 MEP General Fire S rinkler ,195 .-a EXIT A •--•--•--•--•--•--•sea=II E 93' EXIT D �. w � we 4 4)820 �i c onsult 3 4)audio Tele-Health 1 Exam 1 Hall A Podiatrist EXIT TRAVEL DISTANCE v a a o e Valve—► d da �biohaz 8 0 EXIT DISTANCE A 93' B 105, C 76' D 82' E 83' 4 EXIT ACCESS TRAVEL DISTANCE ALLOWED `A (TABLE 1017.2) 300 FEET WHEN SPRINKLED F a a AREA TABULATION GROSS INTERIOR AREA 14,780 SQ FT LOBBY AREA 1,163 SQ FT NET BUSINESS AREA 13,617 SQ FT lab 1 blood Shared Doument Area 1 i I r.q Tele-Health 2 Consult 5 ruT H II urine Hall F EXIT C 76' n we $ I--- Storage 6 U PT LIFE SAFETY PLAN I a Consult 2 t I I HAS I Consult 4 I II OF Pharmacy It Consult 1 ole Health Pharmacy/Whole I swlna Consult Work Rm/ Storage ELECTRICAL PANEL WC 9 Twc 1 we 2 I , l l — --1--------------------- -- ---------- f I •o Iism - I � XJAID X 11 Waiting Room i a curity .r Holding Rm ' 9 T • I a" OCCUPANT LOAD BUSINESS AREA 13,617 SQ FT 1100 = 137 LOBBY AREA 1,163 SQ FT / 15 = 78 TOTAL OCCUPANT LOAD 215 3�I[R71►Lr11711 Building Height: 21' Building Type: 2B Sprinkled Occupancy: Business w/ assembly (Waiting Room) No. of Stories: 1 NOTE: THIS BUILDING IS PROVIDED WITH AN OVERHEAD SPRINKLER FIRE SUPPRESSION SYSTEM SYMBOL LEGEND 4) m EXIT LIGHTS FIRE ALARM PULL STATION C�TcTc3'1_\7�_1 SCALE 1/8 if =11=0" 1 0 10 20 30 U0 Itampa URBANORDER.tampa, Inc. 5006 south elb•ron street 33611 813.832.5557 aa200=0 IURBANoRDER.tannpa, Inc Thew pane an copyrighted and are subject to copyrlan protection as an •arohltedural worts under aec9ao 102 of the ropyrlpN act, 17 u.e.o, ee amended Daoambar 1990 and known as arcMnclunl works wpyrlphl protection act of 1990, The prondan Mduda but is rid limltatl to tM ownll lam se wale Udall and composdon of epees and elements of thedesign. under such protection, unauthorind use Of Mae plans, work or hone represented, ran legally reeuR in Nor ceeaetan of constructlon or buildinga Mlnq eelzed andlor ma-nry compensation to URBANORDERI�npa Inc., Fbdda-9iebation AA26002480. ISSUE DATE 05/15/2019 REVISIONS N LO M U -0 Z m U —0 _O Use co V) L W N Z J CL I- W LL Q LU LL JOETOPH. FLAEG. DATE. 11/1912020 DRWN: CHKD: SCALE: SHEET NUMBER A=24 z hills 11/1912020 11:28:40 AM WIND INFORMATION I m SPECIFICATION-S.. 1, 1. CONSTRUCTION: 1. 1. 1. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION 1.1.2. ACI-ASCE 530, SPECIFICATIONS FOR MASONRY STRUCTURES, LATEST EDITION 1.1.3. ASTM C270, C476, C270 AND C90 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION LATEST EDITION AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. THE FLORIDA BUILDING CODE: LATEST EDITION 1. 2. DESIGN: 1.2.1. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION 1.2.2. ACI-ASCE 530, SPECIFICATIONS FOR MASONRY STRUCTURES, LATEST EDITION 1.2.3. ASTM SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. NATIONAL FOREST PRODUCTS ASSOCIATION, LATEST EDITION 1.2.6. THE FLORIDA BUILDING CODE SBCCI : LATEST EDITION 1, 3. GEOMETRIC CONTROL: 1.3. 1. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NAVD 1988). SURVEY INFORMATION PROVIDED BY OWNER/CONTRACTOR. 1. 4. SHOP DRAWINGS: 1.4. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF 1.4.2. CONSTRUCTION. ALL ITEMS IDENTIFIED OR INTENDED TO BE DESIGNED BY OTHERS REQUIRE SHOP DRAWINGS TO BE SIGNED AND SEALED AND SHALL INCLUDE; DRAWINGS 1.4.3. AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, LIFTING LOCATIONS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN'' LOADS .._______.__._1 2. 1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 8 PLF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PLF 2.1.7. 2ND FLOOR SELF WEIGHT: 8 PSF 2.1.8. 2ND FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.9. ROOF SELF WEIGHT: 20 PSF 2.1.10, ROOF SUPERIMPOSED LOAD: 20 PSF 2.1.11, FLOOR TRUSS TOP CHORD MINIMUM 25 PSF BOTTOM CHORD MINIMUM 5 PSF 2 1 12 ROOF TRUSS 15 PSF TOP CHORD MINIMUM 10 PSF BOTTOM CHORD MINIMUM 2, 2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 200 PSF 2.2.2. GARAGE LOADS : 50 PSF 2.2.3. CORRIDORS AND BATHROOMS: 100 PSF 2.2.4. PARTITIONED ROOMS: 100 PSF 2.2. 5. BALCONY AND DECKS: 60 PSF 2.2. 6. STAIRWAYS AND LANDINGS: 100 PSF 2.2.7. ROOF: 30 PSF 2. 4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE ASCE 7-10 AND CONDUCTED BASED ON A 3 SECOND 150 MPH WIND GUST. 2, S. THERMAL FORCES: 2.5.1. SEASONAL VARIATION FOR DESIGN AND CONSTRUCTION: MEDIAN TEMPERATURE: 70 F TEMPERATURE RISE: 25 F TEMPERATURE FALL: 35 F MEDIAN RELATIVE HUMIDITY: 2.5.2. 75% 2, 6, CREEP AND SHRINKAGE: 2.6.1. ALL LOSSES IN ACCORDANCE WITH ACI 318, LATEST EDITION 2.7. SEISMIC LOADS: 2.7.1. SEISMIC PERFORMANCE CATEGORY "A" 2. 8, DESIGN WIND SPEEDS: 2.8.1. COMPONENTS AND CLADDING NET PRESSURE COEFFICIENTS ARE IN ACCORDANCE WITH TABLE 1609.6.2 (1) AND TABLE 1609.6.2 (2). 2.8.2. GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B, TABLE 1609.7 (1). 2.8.3. ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, TABLE 1609.7 (2). COMPONENTS AND CLADDING DESIGN WIND PRESSURES ROOF OVERHANG NET DESIGN PRESSURE Wind Speed 150mph 3 second gust Exposure Category = B Mean Reoccurrence Interval 700 Years Category II - Mean Roof Height 30ft. Internal Pressure Coefficient (GCpi) = t.18 (Enclosed Structure) Minus signs signify pressures acting away from building surfaces Sloped Roof > 7 to 27 degrees ROOF ZONE Wind Area (Sq. ft.) 10 20 23.3 -37.0 21.3 23.3 -64.5 21.3 -36.0 -59.3 50 18.5 -34.6 18.5 -52.5 100 16.5 -33.6 16.5 -47.3 1 2 3 23.3 -95.4 21.3 10 20 40.5 -43.9 38.7 -42.1 40.5 -54.2 38.7 -50.5 -89.2 50 36.2 36.2 18.5 -81.0 100 -39.7 34.4 -37.8 45.7 34.4 -42.1 16.5 -74.8 500 30.2 -33.6 30.2 -33.6 WALL ZONE 4 5 Envelope Procedure, the net wind load is calculated using the following equation: P = gh[(GCpf) - (GCpi)] Enclosure Classification (GCpi) Open Buildings 0.00 Partially Enclosed Buildings +0.55 -0.55 Enclosed Buildings +0.18 -0.18 3,.,____,__D_ES1GN METHOD 3. 1 a LOAD FACTOR DESIGN 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS, BEAMS, COLUMNS & FOOTINGS 3, 2, SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UP LIFT 3. 3. LOAD FACTORS AND COMBINATIONS 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL IN THE CASE OF WIND LOADS, AN ALLOWABLE OVER STRESS OF 125% CAN BE CONSIDERED. 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.3.3. 3. 4. DESIGN ASSUMPTIONS: 3.4.1. FOUNDATIONS ARE DESIGNED BASED ON A PRESUMPTIVE BEARING CAPACITY OF 2500 PSF ON UNDISTURBED SOIL OR ROCK. A REGISTERED GEOTECHNICAL ENGINEER SHALL VERIFY ACTUAL CONDITIONS PRIOR TO PLACEMENT OF THE FOOTING, IF THE FOUNDATION IS ON PREPARED FILL, THE REGISTERED GEOTECHNICAL ENGINEER SHALL VERIFY SUITABILITY OF FILL FOR USE AND ITS FOUNDATION BEARING CAPACITY. 3.4.2. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS_- 4, 1, REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, fy = 40 Ksi UNLESS OTHERWISE NOTED. REINFORCING LAP SPLICES SHALL BE 48 BAR DIAMETERS IN LENGTH UNLESS OTHERWISE NOTED. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE 4.1.2. THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 3. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. DESIGN COVER REQUIREMENTS: 4.1.4. C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" 4.1.5. C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" PRE STRESSED CONCRETE LINTELS: 1 1/2" PRE CAST GROUT FILLED LINTELS: 1 1/2" 4a 3, STRUCTURAL LUMBER: 4.4. 1. MAXIMUM DESIGN VALUES MODULUS OF BENDING TENSION SHEAR ELASTICITY f b f t fw E) INTERIOR FRAMING 2x(4) 1,500 Psi 825 Psi 90 Psi 1,600 Ksi EXTERIOR FRAMING 2x(6 AND 8) 1,200 Psi 650 Psi 90 Psi 1,600 Ksi FLOOR FRAMING 2x(8 AND 10) 1,300 Psi 725 Psi 90 Psi 1,700 Ksi TABLE VALUES ARE MINIMUMS AND ARE BASED ON SOUTHERN PINE No. 2 GRADE. 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 1-83 AND SHALL BE APA RATED SHEATHING EXP 3. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 1-83 AND SHALL BE APA RATED SHEATHING EXP 1 OR 2. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION AND IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. PRESSURE TREATED STRUCTURAL LUMBER IS NOT TO BE USED FOR ANY INTERIOR FRAMING. 4.4. FASTENERS AND TIE DOWNS : 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS : ASTM A36 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: ASTM A446 OR ASTM A526 Fy = 33 Ksi WITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS 8d = 0.131 ", 10d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ASAMINIMUM. 4.5.6. CONCRETE EMBEDDEWS BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS. R A 90%%D HOOK SHOWN STANDARD HOOK FOR REINFORCING BAR L MIN. LAP LAP SPLICE RECOMMENDED END HOOKS 90%%D HOOK AND LAP LENGTHS HOOK BAR 180%%D HOOK LAP A R V. SIZE A 5" Lb 18" #3 6" #4 6" 8" 1-1/2" 24" #5 7" 10" 2" 30" #6 8" 12" 2-1/4" 36" #7 10" 14" 2.1 /2" 42" #8 11" 16" 3" 48" #9 15" 19" 4-3/4" 55" #10 17" 22" 5-1/2" 61" UPDATED 11/02/2020 ^ BUILDING RISK CATEGORY: I I_ BASIS OF DESIGN WIND SPEED MPH - 31SECOND.-GUST 150 EXPOSURE CATEGORY (A, B, OR C): "Bel WINDBORNE DEBRIS REGION REQUIREMENTS: YES --- A, PLYWOOD SHUTTERS NIA ---- B. SAFETY GLASS YES - C. ROLL DOWN SHUTTERS NIA D. OPEN DESIGN .NIA INTERNAL PRESSURE COEFFICIENT: - fl.__0t1 1. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTALLATION. INTSRUCTIONS BEFORE APPLYING CONC. ROOF TILES VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED. 2. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY LINING SHALL BE AT LEAST 16 INCHES (406 MM) WIDE AND OF ANY OF THE CORROSION -RESISTANT METALS. 3. FOR OPEN VALLEYS (VALLEY LINING IF TWO PILES OF MINERAL SURFACES ROLL ROOFING SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18 INCHES (457 MM) AND THE TOP LAYER A MINIMUM OF 36 INCHES (914 MM) WIDE. 4, FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LININGS SHALL BE ONE OF THE FOLLOWING: A. BOTH TYPES 1 AND 2 ABOVE COMBINED B. ONE PLY OF SMOOTH ROLL ROOFING AT LEAST 36 INCHES WIDE (914 MM) AND COMPLYING WITH ASTM D 224. C. SPECIALITY UNDERLAYMENT AT LEAST 36 INCHES (914 MM) WIDE AND COMPLYING WITH ASTM D 1470. WINDOWS__AND-QOOR.Si ._.. 1. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED PRIOR TO INSTALLATION IN ACCORDANCE WITH ANSI/AMMAINWDA 101 I IS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY, IN ACCORDANCE WITH CHAPTER 17 OF THE FLORIDA BUILDING CODE. 2. ALL DOORS & WINDOWS SHALL COMPLY WITH F.B.C. WIND LOAD REQUIREMENT -150 MPH 3. ALL GLASS DOORS TO BE TEMPERED GLAZING. 4. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF A BATHTUB, SHOWER, SPA, ETC., SHALL BE SAFETY GLAZED. 5. PERIMETER EXTERIOR SEALANT TO BE DOW 795 SILICONE SEALANT OR APPROVED EQUAL; VERIFY COMPATIBILTIY OF SEALANT WIHT ADJACENT SUBSTRATES PRIOR TO INSTALLATION 6. ALL DOORS AND WINDOW TO FBC NOA COMPLIANT FOR WIND LOAD INDICATED. FASTNER SPACING AND SIZE SHALL BE IN ACCORDANCE WITH THE MFG: S FBC APPROVED NOA. 7. WINDOW AND DOOR FRAMES SHALL BE PAINTED WITH PPG KYNAR PAINT SYSTEM COMPLYING WITH AAMA 2605, OR APPROVED EQUAL. COLOR TO BE BONE WHITE OR BY OWNER. WINDOW- ANCHORAGE REQUIREMENTS: 1. EXTERIOR WINDOWS AND DOORS - WHERE BUCK THICKNESS IS 1-1/2 INCHES OR LESS, THE - BUCK SHALL BE ATTACHED WITH FASTENERS THROUGH TO JAMB AND SECURED DIRECTLY TO THE STRUCTURE; MINIMUM EMBEDMENT INTO STRUCTURE IS 1-3/4", OR AS REQUIRED BY MFG.'S FBC APPROVED NOA CRITERIA FOR THE WIND LOADS INDICATED AND AS REQUIRED BY LOCAL BUILDING CODES. STEEL LAP AND- BEND DTLN_ NTS LINTEL TYPE - A SPAN T-0" THRU 6-0" LINTEL TYPE - B SPAN 6'-0" THRU 18'-0" - LINE OF - REINF. STL 4" MIN BEARING LINTEL SCHEDULE LINTEL TYPE TYPE - A TYPE -B BAR SIZE BAR QNTY• LINTEL SIZE # 5 2 8" x 8" # 5 4 8" x 16" 8" MIN BEARING LINTEL SCHEDULE & REINF, NTS GENERAL NOTES--------- 1. CONSTRUCTION SHALL COMPLY WITH ALL LOCAL BULIDING CODES. 4■ 2. CONCRETE : 2. PRE -ENGINEERING ROOF TRUSSES SHALL BE DESIGNED TO MEET 150 MPH WIND UPLIFT CRITERIA BY A FLORIDA REGISTERED ENGINEER. 4.2. 1. C-I-P CONCRETE C-I-P GROUT PRE CAST CONCRETE LINTELS PRE STRESSED CONCRETE LINTELS 3. CONCRETE SHALL REACH DESIGN STRENGTH WITHIN 28 DAYS OF PLACEMENT. SLAB ON GRADE CONCRETE SHALL BE CHEMICALLY CURED WITH MATERIAL COMPATIBLE WITH FLOORING ADHESIVE. 4, ALL STRUCTURAL LUMBER SHALL BE NO. 1 - SOUTHERN YELLOW PINE KILN DRIED. ALL WD. IN CONTACT WITH CONC. SHALL BE TREATED WITH WOOD PRESERVATIVE, ALL DIMENSIONAL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 4.2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE ACI 5. SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN Be AND 10" AT TIME OF PLACEMENT. SEE ACI, ASTM SPECIFICATIONS FOR ADDITIONAL CRITERIA. 6. 4.2.4. CONSTRUCTION JOINTS ARE TO BE PROVIDED IN ACCORDANCE WITH THE DESIGN CODES AND GUIDELINES AT THE ENGINEERS DIRECTION. 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENTAND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE ACI, ASTM SPECIFICATIONS AS STATED, MODULUS OF MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) 3,000 Psi 3,122 Ksi 2,000 Psi 2,500 Ksi 3,000 Psi 4,000 Ksi 5,000 Psi 3,200 Ksi ROOF DECKING SHALL BE INSTALLED IN T & G CONFIGURATION & SHALL BE NAILED @ 6" O.C. @ EDGES & 12" O.C, INTERMEDIATE AREA NAILS SHALL BE 10d COMMON DEFORMED SHANK. PERIMETER EDGE FLASHING SHALL BE PAINTED GALV. 20 GA MTL. MIN. LAP @ ROOF SHALL BE 3" - NAILED @ 6" O.C. & SET IN MASTIC. DECK DESIGNS TO COMPLY WITH FBC, SECTION R502, WOOD FLOOR FRAMING, R502.1.4 DECKS: WHERE SUPPORTED BYATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS AS APPLICABLE. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. TYPE OF ROOF SYSTEM: NOT APPLICABLE TO THIS PROJECT TERMITE PROTECTION TO COMPLY WITH FBC,_ SECTION_ 1816_ 1. A WEATHER RESISTANT JOB SITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES TO BE POSTED AFTER EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED, A COPY OF THE CERTIFICATE IS TO BE PROVIDED FOR THE PERSON THE PERMIT IS ISSUED TO, AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. 2. TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT, THE TERMITE CERTIFICATE SHALL 1) INDICATE THE PRODUCT USED, 2) IDENTITY OF THE APPLICATOR, 3) TIME AND DATE OF THE TREATMENT, 4) SITE LOCATION, 5) AREA TREATED, 6) CHEMICAL USED, AND 7) PERCENT CONCENTRATION AND NUMBER OF GALLONS USED. 3. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. 5. INITIAL TERMITE CHEMICAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. 6. SOIL DISTURBED AFTER THE INITIAL TERMITE CHEMICAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. 7. ALL VAPOR BARRIER JOINTS MUST BE TAPED, CONTINUOUS WITH DUCT TAPE, AND VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT IS REQUIRED. 8. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TERMITE CHEMICAL TREATMENT IS APPLIED. TERMITE CHEMICAL SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. 9. AN EXTERIOR VERTICAL TERMITE CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TERMITE CHEMICAL TREATMENT. 11. A CERTIFICATE OF COMPLIANCE MUST BE PREPARED BY A LICENSED TERMITE TREATMENT APPLICATOR AND IS TO BE ISSUED TO THE BUILDING DEPARTMENT BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE, "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 12. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. 13. NO WOOD VEGETATION STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15-0" OF THE BUILDING. 14. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM THE BUILDING SIDEWALLS, OR PRECAST SPLASH BLOCKS MUST BE INSTALLED AS INDICATED ON THE CONTRACRT DOCUMENTS. 15, IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OFTHE BUILDING SIDEWALLS. 1 U0 ttampa URSAMoRDER"tampa, Inc. 5006 south elberon street 33611 813.832.5557 as2002460 URBANoRDER.tam a inc. The« pans are copyrighted and are WW to copyright protection as an `arcNtsctural work" under section 102 of the oopyright act. 17 u.s.o. as amended December 1990 and known as architectural wake copyright protection 0 of 1990. The protection inctudw but 4 not limited to the mall form se wee as anangemant end aanposition of spaces and elements of the design, under each prolec5on, unautha¢ed use of mace plans, work or home represented, man l gelry result in the oeacation of coneauctlon or bulW ompeasairgs being seized andior monetary ciem to URBANaRDE.Rltampa inc., Florida registration AA2M460. ISSUE DATE 05/15/2019 REVISIONS n LO CM M U z W O U U_ Q` _CU U) / W :mE CL N N W H O z J 1-- V H JOETOPH. FL.,REG.AR10095 DATE: 11/1912020 DRWN, CHKDI SCALE: DISCLAIMER THE CLIENT UNDERSTANDS THAT THERE IS NO LIABILITY INSURANCE THAT CAN BE CLAIMED PER THIS PROJECT AND AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE ARCHITECT FROM ALL CLAIMS, LOSSES AND EXPENSES, INCLUDING REASONABLE ATTORNEY FEES ARISING OUT OF OR RESULTING FROM THE DRAWINGS. IN THE EVENT ERRORS OCCUR, THE ARCHITECT WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION FOR THIS PROJECT. SHEETNUMBER A=25 UPDATED 11/02/2020 WATERPR01 MEMBRANE INSTALL ME DOWN OUT: FACE OF Will 1/2" (13 mr BELOW NAII PERMA-TITE SPLICE PLATE NOT SHOWN FOR CLARITY PERMA-TITE GALV. ANCHOR CLIPS 4'-0" O.C. STAINLESS STEEL FASTENERS PROVIDED BY JOHNS MANVILLE PERMA-TITE METAL COPING COVER DYNAFLEX CAP SHEET 3/8" (10 mm) GAP FOR WALL VARIATIONS JM MODIFIED BITUMEN BASE SHEET NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. INSTALL PERMA-TITE COPING IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS INCLUDED WITH THE PRODUCT. PREFABRICATED INSIDE/OUTSIDE CORNERS AND END CAPS ARE AVAILABLE TO COMPLETE THE INSTALLATION. SHOP FABRICATED COPINGS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES. 3. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. 4, ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. CONTACT JM TECHNICAL FOR METAL OPTIONS TO BE INCLUDED WITHIN THE JM NDL GUARANTEE. S. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO. PERMA-TITE COPING SYSTEM OVER MOD. BIT. DFE-2 (PT) MEMBRANE TYPE Johns Mtm1Ne is a marmifaaxe of comrtledal rodng poducb and dlon INS general canceptud FLASHING WALL JM BUR information to you as a oourtesy This oomplimereary assistance Is not so be used or relied won by anyone as a at Ibrte for professional erpneefng design and documentation required by building not SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: code, contract. a applicable taw. B1 stapling stew Cy Johns you agree tttey do, anther t any N.T.S 02-06-19 20 YEAR reeppreresontatldona erhdaserraar is d. or an assumption by Johns Manville or any ieblNU ter a their de ad4+xY design d the building a airy otter mabnal not suppled by Jdns amide. APPROVED SBS OR --- APP FLASHING HEAT WELD BITUMEN - METAL SET IN MBR FLASHING CEMENT OR MBR UTILITY CEMENT - NAILS APPROX. 3" O.C. STAGGERED - 01 MAP PRo `O k Af z?� try 641 <z �SyzNGJ yf �GSI 3� Cs m GUTTER PER SMACNA GUTTER STRAPS METAL GRAVEL STOP, PRIME FLANGE ON BOTH SIDES (SEE NOTES) EXTEND ONE PLY OR A SEPARATE MEMBRANE TO TURN DOWN EDGE WOOD NAILERS FASTEN AS REQ'D. NOTES: 1. SBS HEAT WELDED FLASHINGS CAN ONLY BE USED WITH SBS OR BUR SYSTEMS. APP HEAT WELDED FLASHINGS CAN ONLY BE USED WITH APP OR BUR SYSTEMS. (PLEASE REFER TO THE APPROPRIATE TABLE IN THE BITUMINOUS FLASHING SPECIFICATION INDICATING ACCEPTABLE FLASHING PRODUCTS FOR EACH OF THE SBS OR APP HEAT WELDED SYSTEMS.) 2. *A BACKER PLY IS REQUIRED FOR EXTENDED TERM 2S AND 30 YEAR GUARANTEES. 3. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 4. SHOP FABRICATED GRAVEL STOP SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA AND/OR NRCA GUIDELINES. LAPS SHALL UTILIZE EITHER APPROVED SPLICE PLATES OR 4" MINIMUM OVERLAPS WITH A APPROVED SEALANT. S. USE ASPHALT PRIMER ON GRAVEL STOP FLANGES WHEN USING MBR UTILITY CEMENT. USE PERMAFLASH PRIMER ON GRAVEL STOP FLANGES WHEN USING MBR FLASHING CEMENT. 6. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 7. CAUTION: IMPROPER USE OF THESE MATERIALS AND APPLICATION EQUIPMENT CAN RESULT IN SEVERE BURNS, AND/ OR DAMAGE TO PROPERTY. THE MECHANIC MUST INSTALL THESE MATERIALS USING THE TECHNIQUES RECOMMENDED BY JM AND THOSE FOUND IN THE CERTIFIED ROOFING TORCH APPLICATOR (CERTA) PROGRAM AVAILABLE THROUGH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION. u"AWIN"P". ROOF EDGE GUTTER HW4(GTR) MEMBRANE TYPE: Johns torm Manta is a manufacture of The noohg products sin t ten this d Wo b y FLASHING EDGE BUR rdorrtsstlan to you as a courtesy TAe mrnpllfnefiary assistance is not m be used a relbe Won by anyone as a sullattub to professional engineering design and documentation mquiled by building SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: cod, contact, a applicable Wes By accepting these comments you agree Lev do rid constitute arty N.T.S 7-7-14 gwgweeees nor �wdt x ousinmern carats 'tupptteaDy SJoseall,IMarno Otter me to IVjii1 WATERPRO, MEMBRANE INSTALL ME DOWN OUT FACE OF WI 1/2"(13 mr BELOW NAI PERMA-TITE SPLICE PLATE NOT SHOWN FOR CLARITY PERMA-TITE GALV. ANCHOR CLIPS 4'-0" O.C. STAINLESS STEEL FASTENERS PROVIDED BY JOHNS MANVILLE PERMA-TITE METAL COPING COVER JM MODIFIED BITUMEN CAP SHEET 3/8" (10 mm) GAP FOR WALL VARIATIONS JM MODIFIED BITUMEN BASE SHEET NOTES: 1, SBS HEAT WELDED FLASHINGS CAN ONLY BE USED WITH SBS OR BUR SYSTEMS. APP HEAT WELDED FLASHINGS CAN ONLY BE USED WITH APP OR BUR SYSTEMS. (PLEASE REFER TO THE APPROPRIATE TABLE IN THE BITUMINOUS FLASHING SPECIFICATION INDICATING ACCEPTABLE FLASHING PRODUCTS FOR EACH OF THE SBS OR APP HEAT WELDED SYSTEMS.) 2. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. 3. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. CONTACT JM TECHNICAL FOR METAL OPTIONS TO BE INCLUDED WITHIN THE JM NDL GUARANTEE. 4. INSTALL PERMA-TITE COPING IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS INCLUDED WITH THE PRODUCT. PREFABRICATED INSIDE/OUTSIDE CORNERS AND END CAPS ARE AVAILABLE TO COMPLETE THE INSTALLATION. SHOP FABRICATED COPINGS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES. S. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 6. CAUTION: IMPROPER USE OF THESE MATERIALS AND APPLICATION EQUIPMENT CAN RESULT IN SEVERE BURNS, AND/ OR DAMAGE TO PROPERTY. THE MECHANIC MUST INSTALL THESE MATERIALS USING THE TECHNIQUES RECOMMENDED BY JM AND THOSE FOUND IN THE CERTIFIED ROOFING TORCH APPLICATOR (CERTA) PROGRAM AVAILABLE THROUGH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION. DRAWING NO. PERMA-TITE COPING SYSTEM OVER MOD. BIT. HW-2 (PT) MEMBRANE TYPE. John Manvite is a manofrresaen of camasairsla flotn9 Poduds and offers this general conceptual as a oolrte .This d stance Is used a retied u b rdomWanlO line ass fnOtbteaUa pan JM R f :h gal g FLASHING WALL BU anyone as a wbstbb hu professional engineetng design and dockaherhfatten required DY DUNdng SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: Dodo, l onaect, or awcabte law. By acoep" these comments you agree e+ev do rid ooneMM any ra btons endorsements d, a an assunpton by Johns Manvle of an III nor ether the N.T.S 02-08.19 20 YEAR a puary d t e design of the bultlrtg a airy dher maternalnor supplied b/ ,%fns twfanvga johMAIIIIINIMIlliffe MBR FLASHING CEMENT, OR MBR UTILITY CEMENT METAL SET IN MBR FLASHING CEMENT OR MBR UTILITY CEMENT - NAILS APPROX. 3" O.C. STAGGERED APO RpV, �O O F�k WAS Mf,I,Mf ryO0 ,ct4 <vS,yfNGSI c� 3� m c� m I0 METAL GRAVEL STOP, PRIME FLANGE ON BOTH SIDES (SEE NOTES) EXTEND ONE PLY OR A SEPARATE MEMBRANE TO TURN DOWN EDGE WOOD NAILERS FASTEN AS REQ'D. GUTTER PER SMACNA GUTTER STRAPS NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. *AN SBS BACKER PLY EXTENDING 8" FROM THE EDGE OF THE ROOF IS REQUIRED FOR EXTENDED TERM 25 AND 30 YEAR GUARANTEES. 3. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. CONTACT JM TECHNICAL FOR METAL OPTIONS TO BE INCLUDED WITHIN THE JM NDL GUARANTEE. 4. SHOP FABRICATED GRAVEL STOPS AND GUTTERS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA AND/OR NRCA GUIDELINES. GRAVEL STOP LAPS SHALL UTILIZE EITHER APPROVED SPLICE PLATES OR 4" MINIMUM OVERLAPS WITH APPROVED SEALANT. S. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 6. USE ASPHALT PRIMER ON GRAVEL STOP FLANGES WHEN USING MBR UTILITY CEMENT. USE PERMAFLASH PRIMER ON GRAVEL STOP FLANGES WHEN USING MBR FLASHING CEMENT. DRAWING ND. ROOF EDGE GUTTER BE4(GTR) MEMBRANE TYPE JOMe Manvine is a mmttscbaer of rommefClal foaling products and otters Ihs general conceptual FLASHING EDGE BUR r+bmteao t to you as a courtesy. TM complimentary assistance Is not probe used a retied upon by anyone as a substitute for professional engnesring design and documentation mow by bu dng stLthe n SCALE ISSUE DATE MAXIMUM GUARANTEE TERM cod, contacl• a applicable law By aaepin9 these comments you agree they do rid don any representations, endorsements of, a an seatery�son by Johns Manville d any s , Ity for either the f� N.T.S 12-10-18 adequaq or the design of this bulling a any otter maternal not sl�plled Isy Jolla Marn se johNS Ati�iV%as �!f HEX HEAD FASTENERS FASTEN MEMBRANE 6" O.C. ON BACK SIDE OF WALL ROLL TOP OF LEAD FLASHING DOWN JM SINGLE PLY MEMBRANE INTO PIPE APPROXIMATELY 1" ADHERED TO WALL PLUMBING VENT STACK WOOD NAILER FASTENED AS REQUIRED APPROVED SBS OR AP FLASHING LEAD FLASHING `1 JM SINGLE PLY CANTED BEAD OF MBR UTILITY CEMENT MEMBRANE ADHESIVE PRIME FLANGE OF LEAD FLASHING WITH FASTEN 12" O.C. W/APPROVED FASTENERS PRIMER ON BOTH SIDES, (SEE NOTES) SET LEAD FLANGE IN MBR UTILITY 3 COURSING CEMENT, OR MBR FLASHING CEMENT. (OPTIONAL) ROUND CORNERS `t �OF TARGET PATCHES AS SHOWN F+ :i a x-HEAT WELD \� +. BITUMEN r MASONRY WALL tit ASPHALT. t kti�� PRIMER FESCANT tit PLUS , qPP Rp� Eo o pt JMt. NOTES: W 1. SBS HEAT WELDED FLASHINGS CAN ONLY BE USED WITH SBS OR BUR SYSTEMS. APP HEAT WELDED FLASHINGS CAN ONLY BE USED WITH APP OR BUR SYSTEMS. (PLEASE REFER TO THE APPROPRIATE TABLE IN THE BITUMINOUS FLASHING SPECIFICATION INDICATING ACCEPTABLE FLASHING PRODUCTS FOR EACH OF THE SBS OR APP HEAT WELDED SYSTEMS.) 2. LEAD FLASHING SHALL BE 2.5 LBS. PER SQUARE FOOT MINIMUM. 3, IF LEAD FLASHING IS NOT DESIRED OR PIPE IS TOO TALL, SEE PERMAFLASH DETAIL PMF-6 & PMF-6S FOR A SUITABLE ALTERNATIVE. 4. USE ASPHALT PRIMER ON LEAD FLANGES WHEN USING MBR UTILITY CEMENT. USE PERMAFLASH PRIMER ON LEAD FLANGES WHEN USING MBR FLASHING CEMENT. S. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 6. CAUTION: IMPROPER USE OF THESE MATERIALS AND APPLICATION EQUIPMENT CAN RESULT IN SEVERE BURNS, AND/ OR DAMAGE TO PROPERTY. THE MECHANIC MUST INSTALL THESE MATERIALS USING THE TECHNIQUES RECOMMENDED BY JM AND THOSE FOUND IN THE CERTIFIED ROOFING TORCH APPLICATOR (CERTA) PROGRAM AVAILABLE THROUGH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION. DRAWING NO. PLUMBING VENT HW_9 MEMBRANE TYPE: Jolts ManvNte is a mawfaceear of commercial roofing products and offers ne general conceptual DRAINS & VENTS BUR mWination to you as a coulai This complimentary assistance is not to be u rled upon by anyone asa subemaae ter ppdessgnai engneemg des gn and dos w"ion Fe red by bubig SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: code. contract, a appllcahle low. By accepting these oormnents you agree they do not constitute any N.T.S 7-7-14 strop u loch the endorsements ator an amff on by Johrs MamAlle of any aabady mr a" he � Qeq acy design d am building a any other material not supplied by Johns M lk HEX HEAD FASTENERS WATERPROOF Co�Z�� MEMBRANE 1" DIA. CAP NAILS 6" O.C. AT TOP q JM BASE SHEET--__ 4 \\\\ WOOD NAILER 0 FASTENED AS REQUIRED ' CO ,•r O / 8" MIN. TO 24" MAX. a BASE FLASHING HT. 2MiN NAILED 'BOTH DIIRREp IONDIA S WOOD NAILS 6' O.C. WALL AT TOP EDGe PLUS APPROVED SBS OR APP FLASHING TD,o HEAT WELD BITUMEN APPROVED SBS OR APP BACKER PLY qPP ��ti NOTES: 1. SBS HEAT WELDED FLASHINGS CAN ONLY BE USED WITH SBS OR BUR SYSTEMS. APP HEAT WELDED FLASHINGS CAN ONLY BE USED WITH APP OR BUR SYSTEMS. (PLEASE REFER TO THE APPROPRIATE TABLE IN THE BITUMINOUS FLASHING SPECIFICATION INDICATING ACCEPTABLE FLASHING PRODUCTS FOR EACH OF THE SBS OR APP HEAT WELDED SYSTEMS.) 2. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. 3. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 4. INSTALL PRESTO LOCK COPING IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS INCLUDED WITH THE PRODUCT. PREFABRICATED INSIDE/OUTSIDE CORNERS AND END CAPS ARE AVAILABLE TO COMPLETE THE INSTALLATION. SHOP FABRICATED COPINGS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES. S. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 6. CAUTION: IMPROPER USE OF THESE MATERIALS AND APPLICATION EQUIPMENT CAN RESULT IN SEVERE BURNS, AND/ OR DAMAGE TO PROPERTY. THE MECHANIC MUST INSTALL THESE MATERIALS USING THE TECHNIQUES RECOMMENDED BY JM AND THOSE FOUND IN THE CERTIFIED ROOFING TORCH APPLICATOR (CERTA) PROGRAM AVAILABLE THROUGH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION. DRAWING NO. BASE FLASHING FOR WOOD WALL > 24" W/ COPING HW-3 (WH) MEMBRANE TYPE M r I Johns anvilb e a manulecaxer d commercial Dori cute and ofte+s rise ra cons rig prod gore Deal as b a . This complementary assistance is not to used a' rolled D nfamaaah u as 8 fdm s be you D lay ups+ t 1 ��y FLASHING WALL BUR L as a subs M r dessional do des' documentation r buldn an M e b tee and docu eel g rao b/ s code contract a a N plow. B t commends se they do rid don b ern SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: representations. erhdors�tes d. or an assumption by Johns Manville ofany sebday for east the y N.T.S 02-08-19 adequsty of the design d the Dulld rig a any other material not supped ter Johns ManvNb joko MW due PRESTO LOCK METAL COPING COVER PRESTO LOCK ANCHOR CUP 5'-0" MAX. WITHOUT INTERMEDIATE VERTICAL FASTENING FOR WALL FLASHINGS OVER S'-0" HIGH INTERMEDIATE FASTENING IS REQUIRED AT 5'-0" INTERVALS 4" MIN, COUNTER FLASHING OVERLAP PAST TOP OF BASE FLASHING 8" MIN. TO 24" MAX. BASE FLASHING 4" MIN. (1 FLASHING) OR 6" MIN. (2 FLASHINGS) METAL /'aMETAL COUNTER FLASHING ** MASONRY FASTENERS WITH 1" MIN. 0 - PLATE 6" O.C. AT TOP EDGE - JM CLEANBOND CAP MBR FLASHING CEMENT OR // -MBR UTILITY CEMENT / - JM D/ CLEANBON SA NOTES: \E/ 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. *AN SBS BACKER PLY EXTENDING 2" MIN. FROM TOE OF CANT IS REQUIRED FOR EXTENDED TERM 25 AND 30 YEAR GUARANTEES, 3. **A TERMINATION BAR FASTENED 6" O.C. IS AN ACCEPTABLE SECUREMENT ALTERNATIVE ALONG THE TOP EDGE OF THE FLASHING. 4. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 5, INSTALL PRESTO LOCK COPING IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS INCLUDED WITH THE PRODUCT. PREFABRICATED INSIDE/OUTSIDE CORNERS AND END CAPS ARE AVAILABLE TO COMPLETE THE INSTALLATION. SHOP FABRICATED COPINGS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES. 6. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. 7. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. )RAIMNGNG SINGLE PLY WALL COVERING WITH BITUMINOUS BASE FLASHING CBE-1 5 MEMBRANE TYPE: Johns Manville Is a manutactmer of commercbl roof) products and otters trite general conceptual BUR Inmmletton to you as a courtesy. This complimentary asalstano@ is not to be used or rated upon by anyone as a substitute to prolmonal enpnsemg design and documentationrequiredby D Ong SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: code, connect, or appNeahle law. By acceptingcommends these you agree tney,I do no ocri abte arty N.T.S 02-06-19 s Pena • anaaeeements d. cis aaaumpton by Joins MarndNh of anyY tablery to scoter the �IN acy d the daagn of than bueding a any r materal not wppl eel by Joh s Ma vim HEX HEAD PRESTO LOCK METAL FASTENERS - COPING COVER WATERPROOF PRESTO LOCK MEMBRANE ANCHOR CLIP 1" DIA. CAP NAILS 6" O.C. AT TOP JM BASE SHEET OPTIONAL WOOD NAILER 4,. FASTENED AS b REQUIRED ,w � 8" MIN. TO 24" MAX. ° BASE FLASHING HT. 4" MIN. (1 FLASHING) OR 6" MIN. (2 FLASHINGS) ° NAILED 9" BOTH DIRECTIONS WOOD WALL FESCAN0 T PLUS --CLEANBOND CAP .�� MBR FLASHING CEMENT OR •Q�G'i coL �� MBR UTILITY CEMENT S> � y * CLEANBOND SA/SA .s NOTES: W 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. *AN SBS BACKER PLY EXTENDING 2" MIN. FROM TOE OF CANT IS REQUIRED FOR EXTENDED TERM 25 AND 30 YEAR GUARANTEES. 3. INSTALL PRESTO LOCK COPING IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS INCLUDED WITH THE PRODUCT. PREFABRICATED INSIDE/OUTSIDE CORNERS AND END CAPS ARE AVAILABLE TO COMPLETE THE INSTALLATION. SHOP FABRICATED COPINGS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES. 4. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. S. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. CONTACT JM TECHNICAL FOR METAL OPTIONS TO BE INCLUDED WITHIN THE JM NDL GUARANTEE. 6. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO. BASE FLASHING FOR WOOD WALL > 24" W/ COPING CBE-3 (HW) MEMBRANE TYPE Joins Manville e a manufacturerof commercial root products and ttNs ai c rigp offers pia onposttby BUR nmmwtion m you as a uurleay This complimentary aasteuna s not to be used a roled upal by anyone as a substitute for sional enghbsemg design and doamerdalon required by building SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: ode. cottnd, a appNca a law By axeptlfg these oomneMayou agree Itxy do not oonsabb arty reeppreseMalnro, endasemerta d, or an ass mpbon by Johns Marndk of any rlabniy }a enter the N.T.S 02 06-19 a eIt of ne design d ttss budding a any doer meleal ndt supplied by Johns Mar via JWM A%t C U 0 /tamps URBANoRDERAtempa, Inc. 5006 south elberon street 33611 813.832.5557 aa2002"0 URBAMRDER.tam a Inc. Thalia plane ere mpyNhtad and are subyad to copyfphl prolactlon as an •archileclurel work• under miion 102 or the mpNgtu aril 17 u.a.o. M amended Daaniber 19NO and known as anrilaaural works mpydght protedion ad of 1990. The protection Includes Out is not Nmited to aw owerail form as was as mr®perrent and mmposldon of spades and elemenb of the deeg" unde such protection, unauthorized use of these plans, work a hang rgaesented. non l gall reaull In dw cessation of rmnstrul- a buddkwp beep mtd aeaad la mawtaly mrtpensstan to UFtB 1a80ERmmnpa ins., Florida regbuatkm A11,28002480. ISSUE DATE 05/15/2019 REVISIONS CV M ICU Z m 0 UAL Q cU (nn >UJ:� L ACV ' V U) J W z 0 0 JOE TOPH. FL.,REG. AR10095 DATE, 11/19/2020 DRWN: CWD: SCALE: SHEET NUMBER A=26 VA, hill. 11119y7070 11 98-44 AM UPDATED 11/02/2020 STEP 1 STEP 2 FIRST, MITER CANT STRIP AT CORNER - RUN ONE SHEET WRAP FIRST BASE FLASHING UP BOTH EDGES - AROUND CORNER PROVIDING E RELIEF CUTS AT CANT TRANSITIONS AND OVERLAP = FLASHING AS SHOWN MITER CUT IN FIELD SHEET OVERLAP & SEAL FIELD MEMBRANE FIELD MEMBRANE NT STRIP CANT STRIP CANT STRIP CANT STRIP STEP 3 STEP 4 XTEND SECOND CUT PEANUT IASE FLASHINGw CUT OVER SHAPED TARGET IVER FIRST EDGE FOR PATCHES AND 'IECE INTO CLEAN LINES } , HEAT WELD TO :ORNER BASE FLASHING ., AS SHOWN ,.,o e STRIP FIELD MEMBRANE CANT FIELD MEMBRANE STRIP CANT STRIP CANT STRIP Co PLAN VIEW OF PEANUT SHAPED TARGET PATCH NOTES: 1. SBS HEAT WELDED FLASHINGS CAN ONLY BE USED WITH SBS OR BUR SYSTEMS. APP HEAT WELDED FLASHINGS CAN ONLY BE USED WITH APP OR BUR SYSTEMS. (PLEASE REFER TO THE APPROPRIATE TABLE IN THE BITUMINOUS FLASHING SPECIFICATION INDICATING ACCEPTABLE FLASHING PRODUCTS FOR EACH OF THE SBS OR APP HEAT WELDED SYSTEMS,) 2. 3-COURSING WITH MBR UTILITY CEMENT & FABRIC OR MBR FLASHING CEMENT & FABRIC MAY BE USED IN LIEU OF TARGET PATCHES ALONG EDGE OF BASE FLASHING. REFER TO DETAIL DFE 26. 3. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 4. CAUTION: IMPROPER USE OF THESE MATERIALS AND APPLICATION EQUIPMENT CAN RESULT IN SEVERE BURNS, AND/ OR DAMAGE TO PROPERTY. THE MECHANIC MUST INSTALL THESE MATERIALS USING THE TECHNIQUES RECOMMENDED BY JM AND THOSE FOUND IN THE CERTIFIED ROOFING TORCH APPLICATOR (CERTA) PROGRAM AVAILABLE THROUGH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION. DRAWING NO. BASE FLASHING AT INSIDE CORNER HW-2 •7 MEMBRANE TYPE: Johns Marwlle rs a nrenulaet" of clan roofing products and offers this general conceptual CURB & CORNER BUR wamatlon b you as a courbay, Ths can olkneMary assistance's not to be used or reted upon by anyone as a substlbte for goNsssind engin" design and documentation required by bullring ode. a Noble law B these comments do not waUb SCALE ISSUE GATE MAXIMUM GUARANTEE TERM: N.T.S 02-08-19 sprouscyoftheendanofenis Wsd,a or assu far aJoinstsmNeedtryhnsMnnfor soarnb S y� adequacy d the design d tees buidoshg a try sale massl not supplied by Johns Menmlle. II FASCIA COVER STAINLESS STEEL SPRING &I MgMBRANE COMPATIBLE MASTIC 4'-0" �V1&R/BITUMINOUS CAP SHEET - m LASHING STRIP STAINLESS STEEL FASTENERS 12" (304 mm) O.C. PROVIDED BY JM JM INSULATION / COVER BOARD APPROVED DECK I \ WOOD NAILER SECURELY RNIM FLED MOM BRAN E DGMRE: LPONXWWC WALL 1/2" (13 mm) BELOW NAILER NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. DRAWING NO. (RFS) RAIL FASCIA SYSTEM FOR BUR/MOD. BIT. ROOFS H1N- MEMBRANE TYPE: Johns Manville is a manufacturer of conv+mclal roofing products and offers this general conceptual NEW DETAIL JM BUR information to you as a ow". Thb complimentary assistm Is not to be used or reNel upon by anyone as a sutsiftle for profess" erglreenng deep and docur edallon requyed by bOdmg SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: code. contract a applicable law. By eaepi Mese eommerts you agree the do nil eonaleute any rreeppreseflstons, efdolsenleats d, a an aauanpgon by Johns MvMk d an for adher the N.T.S 7-30 14 30 YEAR akgreuauy of the dealgrh d alb blidng a any other material not supplied by Jotna rwiejohm .f� STEP 1 / \ STEP 2 WRAP FIRST BASE v r FLASHING AROUND FIRST, MITER CANT CORNER STRIP AT CORNER RUN ONE SHEET PROVIIRELIEF UP BOTH EDGES CUTS AT CANT TRANSITIONS AS SHOWN,.••' CANT STRIP CANT STRIP CANT STRIP VERTICAL CUT IN FIELD SHEET FIELD MEMBRANE FIELD MEMBRANE STEP 3 \I \ STEP 4 EXTEND 2nd BASE FLASHING CUT OVER OVER FIRST PIECE EDGE FOR OUT TO CORNER CLEAN LINES CUT -PEANUT SHAPED TARGEI PATCH96 AND HEAT WELD TO ..-BASE FLASHING AS SHOWN co PLAN VIEW FIELD MEMBRANE OF PEANUT SHAPED FIELD MEMBRANE TARGET PATCH NOTES: 1. SBS HEAT WELDED FLASHINGS CAN ONLY BE USED WITH SBS OR BUR SYSTEMS. APP HEAT WELDED FLASHINGS CAN ONLY BE USED WITH APP OR BUR SYSTEMS. (PLEASE REFER TO THE APPROPRIATE TABLE IN THE BITUMINOUS FLASHING SPECIFICATION INDICATING ACCEPTABLE FLASHING PRODUCTS FOR EACH OF THE SBS OR APP HEAT WELDED SYSTEMS.) 2. 3-COURSING WITH MBR UTILITY CEMENT & FABRIC OR MBR FLASHING CEMENT & FABRIC MAY BE USED IN LIEU OF TARGET PATCHES ALONG EDGE OF BASE FLASHING. REFER TO DETAIL DFE 26, 3. CAUTION: IMPROPER USE OF THESE MATERIALS AND APPLICATION EQUIPMENT CAN RESULT IN SEVERE BURNS, AND/ OR DAMAGE TO PROPERTY. THE MECHANIC MUST INSTALL THESE MATERIALS USING THE TECHNIQUES RECOMMENDED BY JM AND THOSE FOUND IN THE CERTIFIED ROOFING TORCH APPLICATOR (CERTA) PROGRAM AVAILABLE THROUGH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION. 4. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL DRAWING NO. BASE FLASHING AT OUTSIDE CORNER HW-2 6 MEMBRANE TYPE: Johns Manville is a manufacturer ofcommert]al rooting products aid offers this general conceptual information b as a courtesy. This nta aosdsenoe is not to be used a raised CURB 8 CORNER BUR you r ccmWsne ry � by arlyore as a suballhrle_ fapprolessbnal anginvering and documentation r builditV SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: cods, cdntacd, or app law. By amp these convi ents youagree they do rot constitute any N.T.S 02-08-19 d ft emits d, or an assumpt ah byend ri Manville d any 6aabi ry err stile the me �� a eq desgn d mils buNdfng a any oilmen mesas! rrot supposed by Johan Man,4flesa TOP HEM FILLED WITH CAULK, SEAL ALL SIDES GALVANIZED METAL FACE PLATE INSTALLED OVER SCUPPER SLEEVE PINNED & SEALED TO EXTERIOR WALL EXTERIOR WALL 1A SCUPPER SLEEVE - THROUGH WALL ASPHALT PRIMER JM FESCANT PLUS TERMINATE TOP OF BASE FLASHINGS N AS SPECIFIED -A Z LL SMOOTH SBS TARGET S tn PATCH BEHIND co SCUPPER ADHERED n n `tot DXN_A�*LEX o 4 (EXTEND, OVgW 3CUPPERJ, ,, A 3 COURSE ALL EDGES OF OUTER FLASHING AT SCUPPER W/ MBR UTILITY CEMENT si SUMP CORNER o `?.• MITERED TAPERED EDGE STRIPS UNDER MEMBRANE SET FLANGE INTO BED OF MBR UTILITY CEMENT NAIL FLANGE OF SCUPPER THROUGH BASE FLASHING AND ALL PLIES OF ROOF `r C1 �'cc. INTO WOOD NAILER BELOW T �cOI'FRF�pF,p �`c�o WITH RING SHANK NAILS F qp�'.., e0'�RpFOGF 'tic SPSo WOOD NAILER SECURED TO, 3 + l DECK UNDER SCUPPER FLANGE. (SHOWN OUTSIDE OFfE�(- NOTES: SUMP FOR CLARITY) 1. ADHESIVE NOT SHOWN UNDER PLIES FOR CLARITY. 2. PRIME ALL SCUPPER FLANGES ON BOTH SIDES WITH ASPHALT PRIMER. 3. ALL SCUPPER FLANGES SHALL BE 4" WIDE. PLEASE REFER TO LOCAL CODES AND SMACNA FOR METAL SCUPPER AND CONDUCTOR HEAD FABRICATION REQUIREMENTS. 4. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 5. SCUPPER FACEPLATE ON EXTERIOR SHOWN AS AN EXAMPLE. 6. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 7. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO- PRIMARY METAL SCUPPER IN SUMP D ■NGE -21 MEMBRANE TYPE: isle ts a deers mils I conceptual Jdva Marro rfinerhufaCdurer d commercial rcofi tots end genera l ptu ng 9a The men Is not to used a relied u D nbmation b OU as 8 assistance be DRAINS &VENTS BUR y uDD y anyone os a subetlhtkr e professional su9mmhnign 9 deand doarmertabon required by building SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: code, ooNrad. or applicable law. By aocepNhg these comments you agree troy do not oonsatuae any N.T.S 6-12-14 =f"�sofanaa.inahrawmplionby oJ nMarneofairyhablitly for hnsMannvlle. to MM�,g10 d tta design d this lUndfg a any oar mtbdal not auppaed by Jolla vie. f/ HEX HEAD FASTENERS WATERPROOF MEMBRANE * * 1" DIA. CAP NAILS 6" O.C. AT TOP - OPTIONAL PRESTO LOCK METAL COPING COVER PRESTO LOCK ANCHOR CLIP XF d= Z N z � N �C1 4" MIN. (1 FLASHING) OR 6" MIN. (2 FLASHINGS) CLEANBOND CAP ASPHALT MASONRY PRIMER MBR FLASHING CEMENT 0 WALL,• MBR UTILITY CEMENT FESdANT PLUS ° -Q�c'p*CLEANBOND SA/SA .ty '• � qp �. ., pR NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. *AN SBS BACKER PLY EXTENDING 2" MIN. FROM TOE OF CANT IS REQUIRED FOR EXTENDED TERM 25 AND 30 YEAR GUARANTEES. 3. **A TERMINATION BAR FASTENED 6" O.C. IS AN ACCEPTABLE SECUREMENT ALTERNATIVE ALONG THE TOP EDGE OF THE FLASHING, 4. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. CONTACT JM TECHNICAL FOR METAL OPTIONS TO BE INCLUDED WITHIN THE JM NDL GUARANTEE. 5. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. 6. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. 7. INSTALL PRESTO LOCK COPING IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS INCLUDED WITH THE PRODUCT. PREFABRICATED INSIDE/OUTSIDE CORNERS AND END CAPS ARE AVAILABLE TO COMPLETE THE INSTALLATION. SHOP FABRICATED COPINGS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES. DRAWING NO. BASE FLASHING FOR MASONRY WALL < 24" W/ COPING CBE-6 (TL) MEMBRANE TYPE Johns Montfie e a s andaabey of eomrnerdal lords siproducts nce and oilers this darnel d Won by BUR nbmhanon to you at a couMsy The oonfp8medary asaipance is not to be used a riled upon by anyone as a sub $A for prohnslon t anpNnenng design and doc rnen46on required by building SCALE I ISSUE DATE MAXIMUM GUARANTEE TERM: cafe. contract, or applicable law. By accepting those comments you agree do nillstW cale try N.T.S 02-06-19 representations, endowments of, or an assumption by Johns Minis ofalyliabary for real, aleas V�%� adequacy of the design dale built" a sed any other maal nil suppled by Johns MaroNM. i Iry. Cz_ DRAIN STRAI SUMP CORNER ® CLAMPING RING CAP SHEET UNDER CLAMPING RING UNDERDECK DRAIN � `J { '> f2,fT11f>fff>>yff>ff)T>ryf>>ffTf `-� JM CLEANSOND SA/SA BASE CLAMP (AS REQUIRED) JM CLEANBOND SA/SA BASE SHEET LEAD, MIN. 30" X 30" \, BELOW CAP SHEET PRIME LEAD WITH PRIMER ON LEAD SHEET BOTH SIDES, (SEE NOTES) ROLL LEAD DOWN BOWL. (SET IN MBR UTILITY CEMENT OR MBR FLASHING CEMENT) , '90 INSULATION TAPERED �M TO DRAIN R1 App Rp ° �czO 4E Ck NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. ASPHALT AND MBR UTILITY CEMENT NOT SHOWN FOR CLARITY 3. LEAD FLASHING SHALL BE 2.5 LBS. PER SQUARE FOOT MINIMUM. 4, IT IS ACCEPTABLE TO RUN FIELD MEMBRANE PLY THROUGH DRAIN CENTER AND OMIT TARGET SHEET IF DRAIN SUMP IS SHALLOW ENOUGH TO ALLOW INSTALLATION WITHOUT WRINKLES OR FISHMOUTHS. STEEP SUMPS WILL REQUIRE THE INSTALLATION OF A TARGET PATCH WITHIN DRAINSUMP. S. USE ASPHALT PRIMER ON LEAD FLANGES WHEN USING MBR UTILITY CEMENT. USE PERMAFLASH PRIMER ON LEAD FLANGES WHEN USING MBR FLASHING CEMENT, 6. EXTEND ALL PLIES TO EDGE OF DRAIN BOWL. 7. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 8. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO. METAL DRAIN CBE-11 MEMBRANE TYPE: Johns Mania is a elan facturer of cdrnmertial rdding products and offers Bss qerrieral cmcapDul DRAINS & VENTS BUR nlermaton to you as a couresy. This compldmedary assistance Is not to be used or idled upon by none as a suWtilute for rolessioral engineering design and doc me ntaaon required by building trade contrail a law. sccethese cammente agree do rid caatltufe an SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: representatloni, end�orsvienb of. an o _on by Johns Many d any lability, for dale ale y W. N.T.S 12-10-18 Hof• d the dealgn of nos budV a any other material nil suppled by Johns MaMle. ��S mwwo% ie JM R'-10 ONE WAY ROOF VENT / CLEANBOND CA MBR FLASHING CEMENT, OR MBR UTILITY CEMENT ROUND CORNERS OF a TARGET PATCHES AS SHOWN ---- 7 LOOSE INSULATION VENT FLANGE SET IN - MBR FLASHING CEMENT, OR MBR UTILITY CEMENT 5 .,. G� t4$Z> > AP 1 i h �k NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. CUT A HOLE IN MEMBRANE PRIOR TO INSTALLATION. REMOVE ALL OR PART OF THE INSULATION TO FACILITATE VENTING. LOOSE INSULATION CAN REMAIN TO MAINTAIN R VALUE AND PREVENT CONDENSATION. 3. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 4. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWINNGNO. FP-10 ONE WAY ROOF VENT CV E-1 0 MEMBRANE TYPE Johns Manvtle e a manufacturer d can DRAINS & VENTS BUR marvel roofing products and offers fuss general d upon by albnrnaton ro you as a courtesy 11me rwmplimaaary assistance a not b be used a resod upon by as a sutwilute for sbrlal and documentation anyone bPda engineering ,do not by hisia a SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: code. contract. a appia N Isw. By accepting Nee oomnsnls you trey do yn°I mmUMe try N.T.S 12-10-18 resclequutiq of the der tsof. orbuiidiig or any otherassurnplicormterfaf not suppled by fs Marmille of }dnsra s ManWNforlInarow e.. johm all a FOR SAWCUT REGLET USE POLYURETHANE CAULK �1 „ METAL COUNTER FLASHING 4' MIN. COUNTER FLASHING OVERLAP OVER TOP OF °BASE FLASHING 3 COURSING (OPTIONAL) *MASONRY FASTENERS ro s WITH 1" MIN. PLATE 0 ° O 6" O.C. AT TOP EDGE a REGLET ASPHALT PRIMER FESCANT PLUS �` APPROVED SBS OR APP FLASHING >pp HEAT WELD BITUMEN 0 - �9F APPROVED SBS OR APP BACKER PLY .. .• Rp� A �, \ 4 NOTES: v/ 1. SBS HEAT WELDED FLASHINGS CAN ONLY BE USED WITH SBS OR BUR SYSTEMS. APP HEAT WELDED FLASHINGS CAN ONLY BE USED WITH APP OR BUR SYSTEMS. (PLEASE REFER TO THE APPROPRIATE TABLE IN THE BITUMINOUS FLASHING SPECIFICATION INDICATING ACCEPTABLE FLASHING PRODUCTS FOR EACH OF THE SBS OR APP HEAT WELDED SYSTEMS.) 2. *A TERMINATION BAR FASTENED 6" O.C. IS AN ACCEPTABLE SECUREMENT ALTERNATIVE ALONG THE TOP EDGE OF THE FLASHING, 3. METAL COUNTER FLASHING IS RECOMMENDED FOR ALL INSTALLATIONS AND IS REQUIRED FOR ALL GUARANTEES 15 YEARS OR LONGER. A 3 COURSING OF PERMAFLASH MAY BE USED TO SEAL THE TOP EDGE OF THE FLASHING ON 10 YEAR NDUS IN LIEU OF METAL COUNTER FLASHING. 4. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. 5. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 6. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 7. CAUTION: IMPROPER USE OF THESE MATERIALS AND APPLICATION EQUIPMENT CAN RESULT IN SEVERE BURNS, AND/ OR DAMAGE TO PROPERTY. THE MECHANIC MUST INSTALL THESE MATERIALS USING THE TECHNIQUES RECOMMENDED BY JM AND THOSE FOUND IN THE CERTIFIED ROOFING TORCH APPLICATOR (CERTA) PROGRAM AVAILABLE THROUGH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION. DRAWING NO. BASE FLASHING FOR LOAD BEARING MASONRY WALL W/ COUNTERFLASHING HW-1(LB) MEMBRANE TYPE: Johns Manville e a manufacture of canmercel roiling products and offers the al conceptual FLASHING WALL BUR Mono sson to you as a cour". The complmardary aaststana a not to be weds retied upon by anyone as a subslare e1r esslond engneedag clisa n and dowm6nlasah required by building SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: • oontlact a appal law. By accepting Nose cararfents you a¢ee they do not mrmMlble any N.T.S 02-08-19 • tents of,, a an assumptim by Johns Manft of any tabi�tlar me q d the deep of Nis building a any other maerial not supplied by Jots. e. U0 /tamps URBANoRDER.tampa, Inc. 5006 south olboron street 33611 813.932.5557 as2002460 IURBANoRDER.tampa, Inca Throe Plena We wpytlpNed and en aubbct a mpoght prolection as an'sRNtactan warp' undo! sactlan 102 of the wityrfIN ea. 17 u.sa. a ansonded Deeem6er 1990 and known as an:hltecwral wora copyrlot protection act of 1990. The pm*ftn Inoudes but Is not anted to the overall form as won of anangemwnl and composition of spews and.laments of ohs daepn. u- such potecton, unsuwodzec use of these plans, wok a hone represented, can Npoly msu9ln the cessation of wnstn,oean or buiklwpe b.N saaad end/a monetary compansatbn to URBANoRDERiwmpa inc., Fbrda mosuattlon AA26002400. ISSUE DATE 05/15/2019 REVISIONS n CV cM M U ICU �o z m Q CQ Cn ` L N Ileass- W 0 0 Z 0 0 W JOETOPH. FL.,REG. AR10095 DATE: 11119/2020 DRWN: CHKD: SCALE: SHEET NUMBER A=27 VA z Nlis 11119/2020 11:28:46 AM UPDATED 11/02/2020 WAT MEM INST DOW FACE 1/2" BELC PERMA-TITE SPLICE PLATE NOT SHOWN FOR CLARITY PERMA-TITE GALV. ANCHOR CLIPS 4'-0" O.C. STAINLESS STEEL FASTENERS PROVIDED BY JOHNS MANVILLE PERMA-TITE METAL COPING COVER DYNAFLEX CAP SHEET 3/8" (10 mm) GAP FOR WALL VARIATIONS JM MODIFIED BITUMEN BASE SHEET NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. INSTALL PERMA-TITE COPING IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS INCLUDED WITH THE PRODUCT. PREFABRICATED INSIDE/OUTSIDE CORNERS AND END CAPS ARE AVAILABLE TO COMPLETE THE INSTALLATION. SHOP FABRICATED COPINGS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES. 3. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. 4. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. CONTACT JM TECHNICAL FOR METAL OPTIONS TO BE INCLUDED WITHIN THE JM NDL GUARANTEE. S. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO. PERMA-TITE COPING SYSTEM OVER MOD. BIT. FE-2 (PT) MEMBRANE TYPE:Johns Menklw 4 a manufacture of wrarsrCW 100" prods and a1Mc this general wncepbnN FLASHING WALL JM BUR anlormation to you as a courtesy. This complimentary assstance is not to be used or rallied upon by sftyone a a subdi for rokxional arnpineerag deep and doeumenblbn required by Dui d ng p u SCALE ISSUE DATE MAXIMUM GUARANTEE TERM. woe wnrabl, or endorsements By an saayg Nose cur ohnit you eyNM hey ate not awy IN a ee re t any N.T.S 02-06-19 20 YEAR r usq d ft dngnn of tfir oubd" a raw"pon� girls nor sWpeed by Manville of any NI NAS NIawN the DE yl� f O fL 5cU R CTIO (SEE 110 �ER';�:j iAC TOP HEM FILLED WITH CAULK, SEAL ALL SIDES GALVANIZED METAL FACE PLATE INSTALLED OVER SCUPPER SLEEVE PINNED & SEALED TO EXTERIOR WALL V a~ y/ /FACEPLATE l9 ON TERMINATE TOP OF EXTERIOR WALL BASE FLASHINGS N AS SPECIFIED of g z aL SMOOTH SBS TARGET PATCH BEHIND oo SCUPPER ADHERED k k �k ak �p1,6 n DXNYI�LEX "0• OVRk k(EXTEND ONRl( ere" ' o SC.UPPEO BIAS a SCUPPER SLEEVE THROUGH WALL ASPHALT PRIMER JM FESCANT PLUS C�J 3 COURSE ALL EDGES OF OUTER :FLASHING AT SCUPPER W/ MBR UTILITY CEMENT SUMP CORNER g MITERED TAPERED EDGE STRIPS UNDER MEMBRANE SET FLANGE INTO BED OF MBR UTILITY CEMENT NAIL FLANGE OF SCUPPER r� THROUGH BASE FLASHING FF 10 AND ALL PLIES OF ROOF rC Sc0 �`,a. INTO WOOD NAILER BELOW � ' • OL4 sloe �o WITH RING SHANK NAILS F eOq O Ty7CSrRla WOOD NAILER SECURED TO, �O V 4iyFSSj c�+ DECK UNDER SCUPPER FLANGE. (SHOWN OUTSIDE OF NOTES: SUMP FOR CLARITY) C k 1. ADHESIVE NOT SHOWN UNDER PLIES FOR CLARITY. 2. PRIME ALL SCUPPER FLANGES ON BOTH SIDES WITH ASPHALT PRIMER. 3. ALL SCUPPER FLANGES SHALL BE 4" WIDE. PLEASE REFER TO LOCAL CODES AND SMACNA FOR METAL SCUPPER AND CONDUCTOR HEAD FABRICATION REQUIREMENTS. 4. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 5. SCUPPER FACEPLATE ON EXTERIOR SHOWN AS AN EXAMPLE. 6. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 7. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO. PRIMARY METAL SCUPPER IN SUMP DF E -21 MEMBRANE TYPE: John! Mama is a matwfacturerd cotnherctal mafmg product and dNta lhiir genera wneep0ual DRAINS & VENTS BUR edomweloo to you a a wunny The complementary assistance s not to be used a -tact lgon by anyone a a substl iss ra Iessional eNIneerlg design and documentation required by building pro ens ate nor crostade SCALE ISSUE DATE MAXIMUM GUARANTEE TERM cetle contract `;r dWD cmle owA`a`:7bgff feae cann ya apd Ndi ry a il N.T.S 612-14 adequagdffedesignorteb er, aft material nts ru by pJya lU.11ryr,,.or joh1/Aft"19 N UNDERDECK DRAIN CLAMP (AS REQUIRED) SHEET LEAD, MIN. 30" X 30" PRIME LEAD WITH PRIMER ON BOTH SIDES, (SEE NOTES) ROLL LEAD DOWN BOWL. (SET IN MBR UTILITY CEMENT OR MBR FLASHING CEMENT) ✓�C C"9.o sy SFr DRAIN STRAI SUMP CORNER CLAMPING RING CAP SHEET UNDER CLAMPING RING / JM CLEANSOND SA/SA BASE JM CLEANBOND SA/SA BASE BELOW CAP SHEET LEAD SHEET INSULATION TAPERED JM TO DRAIN Ao Rlgj� RdV ►vS��Tr NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. ASPHALT AND MBR UTILITY CEMENT NOT SHOWN FOR CLARITY 3. LEAD FLASHING SHALL BE 2.5 LBS. PER SQUARE FOOT MINIMUM. 4. IT IS ACCEPTABLE TO RUN FIELD MEMBRANE PLY THROUGH DRAIN CENTER AND OMIT TARGET SHEET IF DRAIN SUMP IS SHALLOW ENOUGH TO ALLOW INSTALLATION WITHOUT WRINKLES OR FISHMOUTHS. STEEP SUMPS WILL REQUIRE THE INSTALLATION OF A TARGET PATCH WITHIN DRAINSUMP. 5. USE ASPHALT PRIMER ON LEAD FLANGES WHEN USING MBR UTILITY CEMENT. USE PERMAFLASH PRIMER ON LEAD FLANGES WHEN USING MBR FLASHING CEMENT, 6. EXTEND ALL PLIES TO EDGE OF DRAIN BOWL. 7. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 8. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO. CBE-11 MEMBRANE METAL DRAIN M TYPE: ME rm MenNk is a ndacwnr commercial roof caul offers the oral Jon ma d odtsrJ n9 products fie° coupon by nfarrnalan to a a . This men assistance h not b De used a rdled You Caebl y °°nHt ay upon by DRAINS $VENTS BUR anyone a a weseanm for pdeeelorW enginaenrg Design and documentation required by building SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: wds. contract a appr law By aowpli g the" canmeno you agree Nov do not constitute envy N.T.S 12-10-18 bons, emohemeNb of a an o other a Jnhru ManHu of any fp s Mianvantler Na � ,M aeprecy design a Its btiblg a any obrer meonA rat wppbea by Johns e. STEP 1 FIRST, MITER CANT STRIP AT CORNER RUN ONE SHEET UP BOTH EDGES--p MITER CUT IN FIELD SHEET OVERLAP & SEAL STRIP FIELD MEMBRANE CANT XTEND SECOND IASE FLASHING CUT OVER 1VER FIRST PIECE EDGE FOR IP TO EDGE CLEAN LINES FIELD MEMBRANE / STRIP CANT STRI STEP 2 WRAP FIRST BASE FLASHING AROUND CORNER PROVIDING RELIEF CUTS AT CANT TRANSITIONS AND OVERLAP FLASHING AS SHOWN FIELD MEMBRANE STRIP \\\ CANT STRIP STEP 4 NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. 3-COURSING WITH MBR UTILITY CEMENT & FABRIC OR MBR FLASHING CEMENT & FABRIC MUST BE USED ALONG EDGE OF BASE FLASHING AS DEPICTED IN STEP 4. 3. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. 4. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO. BASE FLASHING AT INSIDE CORNER DE -fors//�/7 MEMBRANE TYPE: John Mamflat Is a mardardurer of commercial ercial mdang products and omas this gews! wrapWa nbrmatw to a Thh invent 9iaaras is not b be used a raped a a e CURB CORNER BUR you coutesy � ail °D°1 M U B& 0 arv°ira a a sucebNo to pr°fasorel emjpleemnp desgrn and documenlabal required Dy Duldag SCALE I ISSUE DATE MAXIMUM GUARANTEE TERM �°• contract a apppw law By aweptllg fora canmenm you agree any b nd XnN lute soy N.T.S 02-08-19 represerNatrons, erudorsenisnb M. a an acsrmpron by Jahm Menaies d any ipbiliry or e1Dx Ne � �De adequacy d fe dngn of fo bulblg a dry curer matenat rid suppuea by John Marrvae. ROLL TOP OF LEAD FLASHING DOWN INTO PIPE APPROXIMATELY 1" - PLUMBING VENT STACK CLEANSOND CAP LEAD FLASHING CANTED BEAD OF MBR UTILITY CEMENT ' PRIME FLANGE OF LEAD FLASHING WITH PRIMER ON BOTH SIDES, (SEE NOTES) SET LEAD FLANGE IN MBR UTILITY CEMENT, OR MBR € r FLASHING CEMENT. ! ROUND CORNERS \ I OF TARGET PATCHES '0'AS SHOWN MBR FLASHING j CEMENT, OR MBR UTILITY CEMENT C P G <� J ,� PP M App �O h NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. LEAD FLASHING SHALL BE 2.5 LBS. PER SQUARE FOOT MINIMUM. 3. IF LEAD FLASHING IS NOT DESIRED OR PIPE IS TOO TALL, SEE PERMAFLASH DETAIL PMF-6 & PMF-6S FOR A SUITABLE ALTERNATIVE. 4. USE ASPHALT PRIMER ON LEAD FLANGES WHEN USING MBR UTILITY CEMENT. S. USE PERMAFLASH PRIMER ON LEAD FLANGES WHEN USING MBR FLASHING CEMENT. 6. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 7. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO. PLUMBING VENT C Y E - VQ MEMBRANE TYPE. Mrs onn MenvtN o a marcoua . d nararome radlrg products and then Ns a or re t cmcepa y DRAINS &VENTS BUR an�yoneasawDWsarue essionallario dntary esigniaddoocumentais not to cetbn d�requireeddbybu�leung SCALE I ISSUE DATE MAXIMUM GUARANTEE TERM: ode• cohered, of sociable law. By awaptlg thim oontmens you agree tlmy do not conatiWo my N.T.S 12-10 18 �roeppresentaa !, endaee snob rn, a an aswr eon by Johns MarMle d any IeDunq br salter the jwjM a0equaty rn Ne deep of fh building a any or nubrlal not suppled ty Johns Manvab. MBR FLASHING CEMENT OR MBR UTILITY CEMEN METAL SET IN MBR FLASHING CEMENT OR MBR UTILITY CEMENT NAILS APPROX. 3" O.C. STAGGERED- ApoR o�Fo 8"^ltti Ml " (I a N rOR 44S/Y' CgSylNcsJ 6j 3 m� m �o o METAL GRAVEL STOP, PRIME FLANGE ON BOTH SIDES (SEE NOTES) EXTEND ONE PLY OR A SEPARATE MEMBRANE TO TURN DOWN EDGE WOOD NAILERS FASTEN AS REQ'D. GUTTER PER SMACNA GUTTER STRAPS NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. *AN SBS BACKER PLY EXTENDING 8" FROM THE EDGE OF THE ROOF IS REQUIRED FOR EXTENDED TERM 25 AND 30 YEAR GUARANTEES, 3. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. CONTACT JM TECHNICAL FOR METAL OPTIONS TO BE INCLUDED WITHIN THE JM NDL GUARANTEE. 4. SHOP FABRICATED GRAVEL STOPS AND GUTTERS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA AND/OR NRCA GUIDELINES. GRAVEL STOP LAPS SHALL UTILIZE EITHER APPROVED SPLICE PLATES OR 4" MINIMUM OVERLAPS WITH APPROVED SEALANT. S. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 6. USE ASPHALT PRIMER ON GRAVEL STOP FLANGES WHEN USING MBR UTILITY CEMENT. USE PERMAFLASH PRIMER ON GRAVEL STOP FLANGES WHEN USING MBR FLASHING CEMENT. DRAWING NO. ROOF EDGE GUTTER BE-4 (GTR) MEMBRANE TYPE FLASHING EDGE BUR Julia Manville is a s manufacturer d n ownplane roolirg products and ttob tll! gerrmal etormaon b you a a weary. Tits omnpamamfaly assistance s not b be wad a fused 14. by anyone a a substNte or prdessianal engraving design are documentation required by building SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: code, warva or applicable law, By swepttrg lime wmmeuts you agree bey do not constitute any N.T.S 12-10-18 represenbaws, andonenenb rn. a an assxnpaon oy Johns Marvin d anyy it ty tat edhar Me adequacy of the design offis building dirg any cafe Alienist AN supplied by JMn! Mamms. i1/1 HEX HEAD FASTENERS--� FASTEN MEMBRANE 6" O.C. ON BACK SIDE OF WALL JM SINGLE PLY MEMBRANE ADHERED TO WALL WOOD NAILER FASTENED AS REQUIRED JM SINGLE PLY MEMBRANE ADHESIVE FASTEN 12" O.C. W/ APPROVED FASTENERS 3 COURSING (OPTIONAL) MASONRY WALL ASPHALT --�� PRIMER FESCANT� PLUS PRESTO LOCK METAL COPING COVER PRESTO LOCK ANCHOR CLIP V-0" MAX. WITHOUT INTERMEDIATE VERTICAL FASTENING FOR WALL FLASHINGS OVER V-0" HIGH INTERMEDIATE FASTENING IS REQUIRED AT 5'-0" INTERVALS 4" MIN. COUNTER FLASHING OVERLAP PAST TOP OF BASE FLASHING 8" MIN. TO 24" MAX. BASE FLASHING 4" MIN. (1 FLASHING) OR IN. (2 FLASHINGS) METAL 01WMETAL COUNTER FLASHING •* MASONRY FASTENERS WITH 1" MIN. 0 - PLATE 6" O.C. AT TOP EDGE - JM CLEANSOND CAP MBR FLASHING CEMENT OR - MBR UTILITY CEMENT SA/SA A/SAj�//// NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. *AN SBS BACKER PLY EXTENDING 2" MIN. FROM TOE OF CANT IS REQUIRED FOR EXTENDED TERM 25 AND 30 YEAR GUARANTEES. 3. **A TERMINATION BAR FASTENED 6" O.C. IS AN ACCEPTABLE SECUREMENT ALTERNATIVE ALONG THE TOP EDGE OF THE FLASHING. 4. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. S. INSTALL PRESTO LOCK COPING IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS INCLUDED WITH THE PRODUCT. PREFABRICATED INSIDE/OUTSIDE CORNERS AND END CAPS ARE AVAILABLE TO COMPLETE THE INSTALLATION. SHOP FABRICATED COPINGS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES. 6. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. 7. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO. SINGLE PLY WALL COVERING WITH BITUMINOUS BASE FLASHING CBE-15 MEMBRANE TYPE: Jofrre Mamie s e nanufacturor d wmnurcht nary a products and don this tee r Allied edconceptull by BUR Nbmtatlon b yw a s wurlesy This canpmneralay assistance b not to be used a r1WW upon by amone as a euDsUtde br D tend englneerug design and tloatmeraeran rewired by butl0rg SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: code, contract. or appacatle IN By eceephnij Ihele wnanem! you agree the do not caaAtrie any N.T.S 02 0$-19 ropr w"9011 fe aeatgri a tNi bozo a an aria; t trm by jdm Marnble olany iiet3*I la ether the a0eg Ndag a arty doer rat wprtled try Johns aimvMe. HEX HEAD PRESTO LOCK METAL FASTENERS COPING COVER WATERPROOF PRESTO LOCK MEMBRANE ANCHOR CLIP 1" DIA. CAP NAILS 6" O.C. AT TOP JM BASE SHEET OPTIONAL WOOD NAILER FASTENED AS REQUIRED 3�,�,1D GAP 8" MIN. TO 24" MAX. BASE FLASHING HT. 4" MIN. (1 FLASHING) +'na11pN` OR 6" MIN. (2 FLASHINGS) NAILED 9" D.C.---- BOTH DIRECTIONS g WALL Oy FESCANT PLUS CLEANSOND CAP MBR FLASHING CEMENT OR MBR UTILITY CEMENT CLEANSOND SA/SA as �eFr NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. *AN SBS BACKER PLY EXTENDING 2" MIN. FROM TOE OF CANT IS REQUIRED FOR EXTENDED TERM 25 AND 30 YEAR GUARANTEES. 3. INSTALL PRESTO LOCK COPING IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS INCLUDED WITH THE PRODUCT. PREFABRICATED INSIDE/OUTSIDE CORNERS AND END CAPS ARE AVAILABLE TO COMPLETE THE INSTALLATION. SHOP FABRICATED COPINGS SHOULD BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES. 4. VERTICAL JOINTS ARE TO BE OVERLAPPED 4" MINIMUM FOR ALL APPLICATIONS. 3 COURSING WITH MBR UTILITY CEMENT AND FABRIC OR JM MBR FLASHING CEMENT IS RECOMMENDED ON ALL VERTICAL FLASHING LAPS AND INSIDE/OUTSIDE CORNERS EXTENDING PAST LEADING EDGE OF CANT STRIP. S. ANY CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. CONTACT JM TECHNICAL FOR METAL OPTIONS TO BE INCLUDED WITHIN THE JM NDL GUARANTEE. 6. PLEASE SEE BITUMINOUS FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. DRAWING NO. BASE FLASHING FOR WOOD WALL > 24" W/ COPING CBE-3 (HM MEMBRANE TYPE: johns Marwile b a marMacaax of eonanerclal roofing pY *xb and often fb p erM wnxptual BUR tnbmiseon b you a a =may This canplimarary swislanoa s not to be uaad a nod upon by anyone as a stboule for fesslonal &Vme" dalgn and documeraatbn reared by bhidng SCALE ISSUE DATE MAXIMUM GUARANTEE TERM - representations contract, or appkatle law By acapbng tMes oo nitwit you agree tr ey ce not wrrbaae any N.T.S 02-06-19 representations endon arnsns of, a an assumption by Jahn Manville d any fiabiay for elf it the adequacy d the design deaf buiMirip a dry oiler rtstenal not wpptod by Johns Manville. ■ U 0 [tamps URBANORDER.tampa, Inc. 5006 mouth elhsron street 33611 813.832.507 ■m2002460 1URBANoRDERAampa, inc.l Thee pYrm are copymdhtsd and are WW to mpr*t pmwtm n an •architectural work' urow sacdm 102 or the copyright ad. 17 ua& as -mantled Deceonsr 1990 and knom at amhltec ual wortu copyrc u P, but Is act al to t e9 taorockm atctctwa but b nd emtted b the comma bon ae wM a amingsnrnt am owmadtion of Woos and ebtrients of the dngn, undo such protection, unauNabed use of Mae owns, work a home represented, - moy .it in the caseation of mneluclbn or buildings being 0ued and/or morwkrry mmponsatldn to URaAJkRDER/Wnps ins., Fbrlda registration M2e002180. ISSUE DATE 05/15/2019 REVISIONS N M M U � ICU Z M 0 U U_ c Q cur v) ` / W !E L W N U) J JOE TOPH. FL,REG. AR10095 DATE: I M 912020 DRWN: CHKD: SCALE. SHEET NUMBER A=28 z hills 11119/2020 11:28:48 AM I — N CN EXTERIOR WALUABOVE-- 25'-4 1 /8" 25-2 7/8" HIGH ROOF OVERHANG----// Zw COLUMN FOR LOW ROOF 00 148'-11" - 0o UPDATED 11/02/2020r1r6 U0 ltampa URBANoRDER.taMpa, Inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANORDER.tam a, inc. I —1- 102 W [he utpyrght act. 17 u.s o as emended December 19K and known ee-!,Wtuml woos copyright protection net o119M The proWclion Includes but is not limited to the Overall form ae well e6 —genWnl and compowtion of spaces and elnmenis n1 the design. under each protection, unnuthor,[w use or moss plane, woo or home represented, can legally result In Iho co55allon nl ronl:•.rl, r;lim nr hnlld;nr� hrmn ,r;: cd :rd'n ISSUE DATE 05/15/2019 REVISIONS L N M CY) U co Z m O U LL Q CU cj > w L Cll < N I�I SCALE 1 /4" =1'-0 " VA z a W a z w 0 z 0 J m JOETOPH. FL„REG. AR10095 DATE: 11119/2020 DRINK CHKO. SCALE: SHEET NUMBER A=29 s 11/1912020 11:28:48AM I I!! I I I 1' 11 11 1 i 1 1 1 II UPDATED 11/02/2020 Cross Section 12 Camera 3 U0 /tamps URBANORDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANoRDER.tam a inc. These plans are copy"i 0 and are sabred to cnpynght protection as an'archilecwtal work' untlel WcUon 102 of the [ yrighl aU. "u a e. ae vrtl0lldea Decembaf 19W oM krnwn ae "Rhlllillral grks copyright protection xt o11990. P. prolalion ifKWaes hui 19 rid limited b the Overall lone es well as aoln,0i110ni son composenn of sp,� xe.h, elements of he design. under such proleclw. unaulh—ed use of theca plans. work a home represented. can legalty raeult In the cessation of rzn—m. or "Pugs being sear,d analor m ene compen honto URBANaRDERIempailc Florida registration AQ6002460. ISSUE DATE 05/15/2019 REVISIONS n CV -It co C0 U -0 M zco_o LL. U Q ca W L Q CD N i�: W F— Z W JOETOPH FL..REG, AR10095 DATE: 11/19/2020 DRWN: CHKD SCALE: SHEET NUMBER A=30 VA z hills 11/19/2020 11:28 56 AM NOTE: ATTENTION INSTALLERS **'**Any deviation/changes from the Ado specified installation details i.e. hardware, bracing, track layout MUST be captured, marked on the drawings and returned to Arlo for an as built revision.""'" THIS LAYOUT HAS BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLY LATERAL BRACE REQUIREMENTS REV-3 LEGEND _ LATERAL TRACK TRACK BRACE X BRACKET ® BRACKET JOINT MINIMUM 3 LATERAL BRACES. NUMBER OF LATERAL BRACE _ (NUMBER OF TRACK BRACKET JOINT X 2) + 2. 1 TRACK SECTION 0 TRACK BRACKET JOINT 3 LATERAL BRACES POSSIBLE ANCHOR LATERAL TO THE CEILING OR TO THE WALL STEEL UNISTRUT 000,0XXXx SADDLE NUT 000.00424 In FLAT WASHER M10 e`er 000.04430 - LOCK WASHER 3/8 g 000.00426 BOLT 3/8-16 X 1" 000.00357 LATERAL BRACE LATERAL BRACE REQUIREMENTS REV-3 LEGEND _ LATERAL TRACK TRACK BRACE X BRACKET ® BRACKET JOINT MINIMUM 3 LATERAL BRACES. NUMBER OF LATERAL BRACE as (NUMBER OF TRACK BRACKET JOINT X 2) + 2. ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) T- I- G -I m TILE Q 1 A=108" B=62" F-24" G=62" H=6" ECS SYSTEM QUANTITY OF ROOMS: 1 LISTING OF ROOM NUMSER(S): 139 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 DRAWN BY: un001629 rSCALE: 1/4` = 1' REFERENCE N: OC-07092010 PAGE: 3111 ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) I ACCEPTABLE ANGLE QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS II CLINIC J SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] DATE CREATED (DO-MMM-YYYY) : 09JUL-2020 DRAWN BY: un001629 SCALE: N/A REFERENCEN: QC-07092010 PAGE. 6 / 11 - ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) NOTE: ATTENTION INSTALLERS '""'Any deviation/changes from the Ado specified installation details i.e. hardware, bracing, track layout MUST be captured, marked on the drawings and returned to Ado for an as built revision."'"" THIS LAYOUT HAS BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLYar __j IBEAM STRUT BRIDGE !SLOT FACE DOWW FOR 'G' UP TO USE INISTRUT 1' 8" HS 158.12 2.0•. P1.00G 1.3" HS2716.12 4' U" P55M Pt'WI s' a^ P511W 0 6" P5501 10'4' Psnn1 FINISH CEILING �NY C, YBRACE 1 6 8 10 14 1 � MAQE A2) UPPER AND LOWER / CONNECTION FOR LATERAL @L BE MAX. DISTANCE 13 BETWEEN ANGLE 8 FITTING AND CEILING 9 LIFT TRACK BY 3 ARJO LIFT CAPACITY= 600 LBS "NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK. BRACING. HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM." IBEAM STRUT BRIDGE tSLOT FACE I)OWN) FOR'k+' UP TO USE UNISTRUT HS 158 :1 7 GP 1000 2'-, HS 2716.12 r 9- P55n0 1 TRACK SECTION ACCEPTABLE ANGLE 3=9' P1001 4'-3` P501IG 6.6- P5301 0 TRACK BRACKET JOINT 7'-6' P5001 3 LATERAL BRACES POSSIBLE ANCHOR LATERAL TO THE CEILING OR TO THE WALL STEEL UNISTRUT 000.0XXXX SADDLE NUT 000.00424 FLAT WASHER M10 000.04430 LOCK WASHER 3/8 000.00425 BOLT 3/8-16 X 1" 000.00357 LATERAL BRACE QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 100RB [455KG] DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 DRAWN BY: un001629 SCALE N/A REFERENCE N: QC-07092010 PAGE: 9/11 FINISH CEILING STANDARD TRACK INSTALLATION $b� j 1 � yY & BRACE 3y" In10 13 1 \\ (X2) UPPER AND LOWER / CONNECTION FOR LATERAL 3rT L14" MAX. DISTANCE 11 m BETWEEN ANGLE 12 FITTING AND CEILING 6 6 �` LIFT TRACK BY ARJO LIFT CAPACITY= 1000 LEIS "NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK. BRACING, HANGERS. AND ALL, CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM." ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) T- I-- G -I Co TILE Q l A=108" B=62" F=24" G-62" H=6" QUANTITY OF ROOMS: 1 LISTING OF ROOM NUMBER(S): 126 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 60OL9 [272KG] 1 WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION J DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 DRAWN BY: un001629 SCALE 1/4" = V REfERENCE N. QC-07092010 PAGE: 2/11 -ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) teal N Part N Des0plion Gty 1 000.00$57 SOLT 318"- 16 X 1 ' 3 2 000.00394 THREADED ROD 318-16 X 10' ZINC 1 3 000.00402 LOCKNUT STOVER 318-10 ZINC 1 4 000.00405 NUT 3/8-16 ZINC 3 5 000.00424 HILTI STRUT SADDLE NUT 3/&I8 1 8 DDODD4125 LOCKWASHER 318' 5 8 0M.04430 FLAT WASHER M10 ZINC 8 9 000.04435 TAB WASHER MIO 1 10 000.04875 FLAT WASHER M12 5 if 200.11140 CEILING PLATE e100MM 2 12 200,11170 200,11160 200.11150 BRACKET SHIM 12mm BRACKET SHIM 3mm BRACKET SHIM 1.5mm 1 1 I 13 70D.11100 TRACK BRACKET KWIKTRAK 1 14 LUS-P1068 UNISTRUT ANGLE 2 15 LUSA27XX UNISTRUT BEAM CLAMP (PENDING ON STRUT USAGE) 4 16 000.00426 HILTI CHANNEL NUT 318.16 3 I QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] DATE CREATED (DD-MMM-YYYY) : D9-JUL-2020 DRAWN BY: un001629 : N/A 11EF@RENCE N: QC-07092010 FPAGE. 5/11 - ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) Rem N Pan # Description Qty 1 000.00357 1 SOLT 3/8' . 16 X 1 - 3 2 000.00394 THREADED ROD 318-16 X 10' ZINC 2 3 000.00402 LOCKNUT STOVER 318-18 ZINC 2 4 000.00406 NUT 318.16 ZINC 5 5 000.00424 HILTI STRUT SADDLE NUT 3/8-16 2 6 DDO.00425 LOCKWASHER 318' 6 8 1 000.04430 FLAT WASHER M10 ZINC 8 9 1 000.04875 FLAT WASHER MI 4 10 200.11140 CEILING PLATE e100MM 4 11 2WA 1170 200.11160 200,11150 BRACKET SHIM 12mm BRACKET SHIM 3mm BRACKET SHIM 1.5mm 2 2 2 12 700.11204 TRACK BRACKET SWL 11000 LSSj j 1 13 LUS-PI068 UNISTRUT ANGLE 1 2 14 LUS.P27XX UNISTRUT BEAM CLAMP (PENDING ON STRUT USAGE) 4 15 OW.00426 HILTI CHANNEL NUT 3/8.16 3 I QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 1 OOOLB [455KG] DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 DRAWN BY: , un001629 SCALE: N/A RE 'REFERENCE N: QC-07092010 PAGE: 8/11 IMPORTANT NOTES 1. The ceiling minimum structure capacity must be able to support the load specified on the installation drawing. 2. Electrical power source outlet already available by the facility at a maximum distance of 3 meters from charging station. 3. Any obstructions such as vents, pipes, lights and sprinklers that could possibly be in the path of the ceiling lifts to be removed or relocated by the facility prior to installation. 4. Modifications of door headers by the facility. 5. Ado reserves the right to slightly modify the track layout if necessary. 6. See the "Agreed Conditions for the Installation of Ceiling Lifts" document included with this quote for important installation details. 7. Ado will not be held responsible for any damages, inconvenience, resulting from hitting any non visible conduits during our installation process. 8. Signed drawings are required prior to ordering and installation of ceiling lifts. This signature of each drawings confirms agreement of all the conditions listed above. MY SIGNATURE BELOW VERIFIES THAT I HAVE: Reviewed all 11 pages, with a total quantity of 3 rooms, for the approbation of layout for each room and the approbation of structure for each room. I verify that the answers below are accurate to the best of my knowledge and I understand that the quote produced is dependent upon the conditions below as well as this full drawing set. • Is a load dock available? YES • Can facility accept shipment and store until install begins? YES rigm • Will a drop trailer be needed? ES NO ■ Is parking available on site? Is there a fee involved? YES • Are there any installation time frame limitations? What are they? YES • Is a level of infectious control required? YES NO If YES, then what level CUSTOMER APPROVAL: _ DATE: Legend H Track Sprinkler S_Z_ d MIS Track with service zone Smoke detector sa- e saaaaaa Track with wall fixation Electrical outlet sammaJ Track with gate h Ceiling light ommmmiIIIIIIII Track With gate reverse (4- Ceiling I L7], Ceiling vent Wall post Wall bracket Access trap required Wall post slide Existing access trap Track with T-junctlon Additional items X-Y Trolley (Suspended) (') X-Y alim. type + options V X-Y Trolley (Embedded) r)� Motor/charger location Curtain track tjp"' a Turntable (Auto/Manual) J " - IV track 1t I f � �, I Exchanger lY--� Swivel pole V) Symbol may vary dapanding of equipment type REVISION(S) DATE(S) (D-M-Y) INSTALLATION DRAWING VA ZEPHYRHILLS CLINIC DISTRIBUTOR: ARJO REPRESENTATIVE: acio TIM MUCHNA DATE (DD-MMM-YYYY) : 09-JUL-2020 REFERENCE#: PAGE: QC-07092010 NOTE: ATTENTION INSTALLERS "'"'Any deviation/changes from the Ado specked installation details i.e. hardware, bracing, track layout MUST be captured, marked on the drawings and returned to Ado for an as built revision.***** BRIDGE DETAIL -SPAN' O DUCT, PIPE OR OTHER OBSTRUCTION AS OCCURS O 4 83 6 TYP, ROD HANGER PER PLANS AND DETAILS e RF�p6 oFl4,(`��SSrRG .9,yO cl�'QP VERIFY IN FIELD STRUT TO BUILDING STRUCTURE REF. PLANS AND DETAILS STRUT BRIDGE PER TABLE BELOW (SLOT. FACE DOWN) MAX. STRUT BRIDGE "SPAN" LIFT CAPACITY STRUT 600# HS 158-12 V-8" P1000 7-0- HS 2716-12 X-3" P5500 4'-0" P1001 5-4" P5000 6-4" P5501 8'-6" P5001 10'-4" "NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING, HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION, THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM." - ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) T- I--- G -I m TILE Q A=108" B=62" F-24" G=62" H=6" ECS SYSTEM QUANTITY OF ROOMS: 1 LISTING OF ROOM NUMBER(S): 146 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 1 OOOLB [455KG] WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 DRAWN BY: un001629 SCALE, 1/4" = 1' REFERENCEN; OC-07092010 : 4 / 11 ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) Item # 1 Part # Description Gty 1 000.00394 THREADED ROD 318-16 X 10' ZINC 2 2 000.00405 NUT 3/8.18 ZINC 6 3 000.GD424 HILTI STRUT SADDLE NUT 318.16 2 4 000.DO425 LOCKWASHER 3/8" 2 5 000.04430 FLAT WASHER M10 ZINC 2 6 000.04875 FLAT WASHER M12 2 7 1 5/8' SQUARE X 1/4' FLAT PLATE WASHER 2 QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC �AFE WORKING LOAD BELOW LIFT: 600LB [272KG] DATE CREATED (DD-MMM-YYYY) : 09JUL-2020 DRAWN By : un001629 SCALE: NIA REFCRENCE N: QC-07092010 PAGE: 7/11 0 U 0 /tamps URBANoRDER.tamps, Inc. 8006 south elberon street 33611 813.832.8887 s■2002460 IURBANoRDER.tampa, Inc.l Thee Om en mpopled and ere aubjxt to copyTlgu protedlm as an'arcN' arty dl nil wier exam 102 of gr aapy" as 17 u.s.a. as anrrded DemrrBer INC and k om as anddladuml wade mwlInt vowtlon W of IM. The prorclkn bxyudu but is not GrNled k Ih owrea fmn as wall as anerpertrnl all owifc Lion of spaces and ahmenr of 0r dingo. under Won pmledlon, unaulnorad use of Nu plans, work a Nana represmted, oen legally ruull in Ih oeuatim of Corrrucllon a buatlkgc bia g eetred ark/w marblyco pw"tlonto URB.4NWDERMmpakc., Flake feg n%. AAMR480. ISSUE DATE 05/15/2019 REVISIONS 0 N r / M • CIO e� -O Z M U Ua v! >i..u� L Q N JOE TOPH. FL.REG.AR10095 DATE: 11119"1020 DRWN. CHKD: SCALE: SHEET NUMBER R9 I I7 UPDATED 11/02/2020 X V5 Duo ECS ON FIXED RAIL J MS600 ecs J MS2 ecs J MS440 ECS ON MOVING RAIL FLUSH X-Y CONFIG. J V5 Duo X MS600 ecs ./ MS2 ecs X MS440 EMBEDDED X-Y CONFIG. ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) CONTACT BOX (3X) 700-11228 - ECS to ECS wiring kit STANDARD X-Y CONFIG. WALL MOUNTED X-Y CONFIG. ECS - ECS CHARGING X V5 Duo ./ MS600 e05 J MS2 ecS X MS440 QUANTITY OF ROOMS: X V5 Duo J MS600 ees J MS2 ecs X MS440 VA ZEPHYRHILLS CLINIC Z $AFE WORKING LOAD BELOW LIFT 1000L81461bKOj DATE CREATED (OD-MMM-YYYY) : 09-JUL-2020 nRAwN NT• un001620 �CMB NIA NOf[NNNC114. OC-07092010 PACK 11 / 11 I BRIDGE DETAIL 'SPAN" RIEF. TABLE BELOW 0 N DUCT, PIPE OR OTHER OBSTRUCTIOI AS OCCURS 0 O 00 STRUT TO BUILDING STRUCTURE REF. PLANS AND DETAILS STRUT BRIDGE PER TABLE BELOW (SLOT- FACE DOWN) MAX. STRUT BRIDGE "SPAN" LIFT CAPACITY STRUT 1000# HS 158-12 P1000 HS 2716-12 2'-1" P5500 2'-9" P 1001 T-9" P5000 4'-3" P5501 6'-6" P5001 7'-6" "NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING, HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM." - ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) lurn 0 Pan 0 Daactlption Oty i OW 00,484 THRPAnln ROD MR, IR X IWIN(; 7 2 0006DD405 NUT 310.15 ZINC 6 2 000.00424 HILTI STRUT 9ADDL9 NUT 2/6.16 2 4 fN10.004WO L,IX:KWAHHf1H 3I8• Y 0 000,04430 PLAT WA6HIR M10 ZINC 2 6 000,04675 FLAT WAfH6R M12 2 t 1 Ali, 9OUAR6 X 1r4' FLAT KATG WANHPR 2 QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC GAPE WORKING LOAD BELOW LIFT: 1000L41(4J5K�r] 4 DATE CREATED (DD-MMM-YYYY) : 00-JUL•2020 DRAWN DY un001629 ODALF NIA RGF4KkNuh il- OC•07092010 VMih III U0 /tamps URBANORDER.tamps, Inc. 5006 south olhoron street 33611 813.832.5667 sA200sa60 JURBANoRDER.tampa, Inc4 Time pan are mpOgthuw end ere wgea to cap dol ROW- n an'andale&W work' under aectim 102 of Se ocpro as 1T u.e.a ae wended Dmntbet 1f190 and known n arcNtectural efts cWytot pmWdw act of 1990. The proeabn WON but Ill nt limped to the overall form as web as enigatnnt end conpoom of ,Weae and Nemenle of the deegn, unde wch pmtwUm, unu0edted un of Den pen, work a haw mWeeenUd, nn Wpelly rewlt in Se eaeatlan of c9retruddpo w bubdlnpe bakq. WO "a maeery o omeatim to URSMOVERAarnpe Inc., Fbida rephtrabon AA2M460. ISSUE DATE 05/15/2019 REVISIONS L CV CM CM U� CU e- Z MCI - -0 u' U C ^ W e war L N JOE TOPH. FL.,REG. AR10095 DATE: 11/19/2020 DRNN: CHKD: SCALE: SHEET NUMBER R10 REV. 09/11 /2020 Legend Of Symbols r- -� OVERHEAD PROJECTOR L J F2225 to MAGAZINE RACK F2305 STANDARD/ ACCESSIBLE NON -MEDICAL BED 4OX84 F2405 O LAMP F2420 BULLETIN BOARD F3010 ® WHITEBOARD F3050 WHITEBOARD WITH SUDING PANELS F3055 C] CLOCK F3200 RACK, HAT/COAT F3235 HOOD EXHAUST K3401 aMICROWAVE K4665 ®TOASTER K8250 REMOTE CONTROL 144" X 144" PROJECTION SCREEN 10 TV (OPT BRACKETS) TV (O M0500 VIDEO CONFERENCE SCREEN M0507 PLASMA TV U M0510 PATIENT CHART HOLDER M1620 COMPUTER 5 1 M18DI CLINICAL CHART HOLDER: F-1 SIDE BY SIDE j-D IMPRINTER ��--jj M182o r-----1 PRINTER I I M1840 J CABINET M2015 WASHER M2300 DRYER M2400 -% LINEN HAMPER v M3070 INFECTIOUS WASTE BAG v M3072 MEDICATION DISTRIBUTION SYSTEM M3150 o SPHYGMOMANOMETER M4100 o OTOSCOPE/ OPHTHALMOSCOPE M42DO IV STAND M4255 CRS 9 POSITION MOBILE STRETCHER M4655 STANDARD Bm PLATFORM BED 39"x84" STANDARD PSYCHIATRIC M7011 BED PLATFORM BED ACCESSIBLE PSYCHIATRIC Z M7011 BARIATRIC BED PLATFORM BED 42"x94" BARIATRIC PSYCHIATRIC M7011 TABLE MOUNTED EXAM LIGHT M7400 ELECTROCARDIOGRAPH M7710 LECTROMYOGRAPH Mn2s o BIOFEED ANALYSIS SYSTEM 111181180 `090 MAYO STAND L�J M881e810 _.. EXAM TABLE/ TREATMENT W/CABINET M9025 SHOWER VARIABLE SIZE -SEE GUIDE PLATE; RECESSED CURTAIN TRACK. BREAK AWAY CURTAIN HOOKS; CURTAIN FDO FLOOR DRAIN VITREOUS CHINA SLAB TYPE 1 LAVATORY P310D DISTURBEDPATIENT LAVATORY 0- P9160 (a3 TOILET ICE MAKER R46W REFRIGERATOR R6200 REFRIGERATOR/ FREEZER R7250 SINGLE FILM ILLUMINATOR X3930 WALL MOUNTED 8 PANEL ILLUMINATOR PANEL X3940 NURSE CALL DOME LIGHT SINGLE SWITCH DIMMER SWITCH RECEPTACLE RECEPTACLE; GFl RECEPTACLE; QUAD PLEX ® TELEVISION CABLE OUTLET ► TELECOM OUTLET A1010 o SUPPLY DIFFUSER ® SUPPLY DIFFUSER RETURN DIFFUSER O RECESSED CAN LIGHT 2X2 FLUORESCENT LIGHT 2X4 FLUORESCENT LIGHT 0> CEILING MOUNTED EXAM LIGHT WITH ARM OVER STRETCHER LOCATION E07—i TRAY REIM/ WASTE CONTAINER ® a 0 STOVE TOP Oss® WALL -MOUNT TELEVISION DESK PHONE 0� A1010 / A1011 / A1015 WALL PHONE A1012 / A1014 / A32DO MIRROR A1066 ACCESSORY MOUNTING RAIL A1132 ❑ SOAP DISPENSER A5070 C SOAP DISPENSER, DISPOSABLE A5075 GENERAL SUPPLY WALL MM LOCKER E0906 ICED SURGE WALL MM SUPPLY LOCKER E0912 F-1 E LOCKER 0915 MOBILE STORAGE CART E0948 CART EMERGENCY E:D CART E0954 CART E0957 OPEN. 5 SHELF BOOKCASE Fa115 SIDE CHAIR W/ ARMS F0205 SIDE CHAIR W/O ARMS F0210 CHAIR. CONFERENCE F0220 CHAR, DUNG W/O ARMS F0225 CHAIR, EASY F0255 r— I RECLINER CHAIR I I F0265 L _ CHAIR, HIGH BACK SWIVEL F0275 CHAIR, LOW BACK SWIVEL F0280 STACKING CHAIR F0295 O STOOL F0340 V LOCKABLE COMPUTER WORKSTATION F0360 PAPER TOWEL DISPENSER A5080 WASTE DISPOSAL UNIT; SHARPS NTH GLOVES DISPENSER A5106 GRAB BAR FOR ACCESSIBLE AND BARIATRIC: VARIABLE SIZE; SEE GUIDE PLATE A5109 / A5110 ® ONE WAY OBSERVATION WINDOW A5120 d WALL HOOK A5145 ❑ ROOM TO ROOM INTERCOM A6330 DOUBLE COMPARTMENT tj SINK CS230 DOSINGLE COMPARTMENT SK CS240 a CS250 WALL MOUNTED L-SHAPED PENINSULA WORKSTATION E0063 FREE STANDING L-SHAPED W/PENINSLAA WORK STATION E0078 FREE STANDING WORK i STATION E0123 W COMPUTER WORK SURFACE SURFACE E0222 0 DISPLAY, TACKBOARD do MARKER BOARD WALL MT E0851 SOFA F0375 CABINET; LATERAL FILING PARTIAL HEIGHT F0420 /10^V STORAGE CABINET WITH DOORS F0465 WARDROBE 54'Hx48"Wx18'D 4 DRAWERS OCCASIONAL TABLE F-1 F0725 COFFEE TABLE F0735 TRAINING TABLE F0755 DINING TABLE 42" DIA OR 42"X42• SQUARE 0 F0795 ECT STAND STAND F0835 OWASTE CONTAINER F2000 OWASTE CONTAINER F2020 LECTURN, MOBILE W/ LIGHT F2100 ABBREVIATIONS A Amps ABA Architectural Barriers Act AC/HR Air Changes per Hour ADA Americans with Disability Act ADAAG ADA Accessibility Guidelines AFF Above Finished Floor AHJ Authority Having Jurisdiction AIA American Institute of Architects ANSI American National Standards Institute ALOS Average Length of Stay AR As Required CARES Capital Asset Realignment for Enhanced Services CBOC Community Based Outpatient Clinic CFM Cubic Feet per Minute CFM Office of Construction & Facilities Management DGSF Departmental Gross Square Footage EPA Environmental Protection Agency FC Foot Candle FTEE Full Time Equivalent Employee GSF Gross Square Feet GSM ross Square Meters HIPAA Healthcare Insurance Portability and Accountability Act HP Horsepower HPD Hours per Day HVAC Heating, Ventilating and Air Conditioning IAQ Indoor Air Quality IBC International Building Code JSN Joint Section Number LB Pound LEED Leadership in Energy and Environmental Design LUX Lumen Per Square Meter MDS Minimum Data Set MHICM Mental Health Intensive Care Management MH RRTP Mental Health Residential Rehabilitation Treatment Progr NCPS VA National Center for Patient Safety NFPA National Fire Protection Association NSF Net Square Feet NSM Net Square Meters NTS Not to Scale OSHA Occupational Safety and Health Administration PG Program Guide PRRC Psychosocial Rehabilitation and Recovery Programs PTSD Post Traumatic Stress Disorder RH Relative Humidity SF Square Feet, Square Foot SMI Serious Mental Illness SqM Square Meters SUD Substance Use Disorder TBI Traumatic Brain Injury TIL Technical Information Library TJC The Joint Commission TV Television UBC Uniform Building Code UFAS Uniform Federal Accessibility Standards UPS Uninterruptible Power Supply USGBC United States Green Building Council V Volts VA Department of Veterans Affairs VACO Veterans Affairs Central Office VAFM Veterans Affairs Facilities Management VAMC Veterans Affairs Medical Center VHA Veterans Health Administration VISN Veterans Integrated Service Network VSO Veterans Service Organizations W Watts LOGISTICAL CATEGORIES (LOG CATS) VV VA furnished and installed - Medical Care Appropriations VC VA furnished and Contractor Installed - Medical Care Appropriations for Equipment and Construction Appropriations for Installation CC Contractor Furnished and Installed - Construction Appropriations CF Construction Appropriations - VA furnished. Installed by the Department of VA or Contractor 01tarnpa URNANoRDER.tampa, Inc. 5006 south elberon street 33611 813.832.5557 ae2002a80 These plane are copyrighted and are subject to copyright protection as an "architectural work' under 2 6on 102 of the copyright act. 17 u.s.o. as; amended december 1990 and known as architectural works copyright protection no of 1990. The protection include. but " nat limilod to the overall form as well as arrangement and composition of spaces and elements of the design. under such protection. unauthorized use of thew plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to IffiOAtloROE tempo inc Florida registration AA26002460. ISSUE DATE REVISIONS A ■ U > H 0C 0C IIIIII� N Nl• W CL 0 N SEAL: JOE TOPN, FL., REG. AR10095 DWG NAME: DATE: DRWN CHKD: SCALE: SHEET NUMBER 1 LIGHT 11 lk E__1 D 01011 C31 1131° D D D D < >� I , 1st J., LOWi a ocker ° 295 sq ft J G R8 1 1 I 1 R8 - D 1 12 FYI - Shared Medical Apts. 2 ° 384 sq ft R8 R8 IC31D D1 1931 101D D C 113101 A Compass System (or equal)- 22 each Proposed for: All Exam rooms- 1 thru10 Consult 1-5 Tele-health 1 & 2 Pediatrist Women's health Mental health 1 Audio OPC Pharmacy ** All other counter tops shall be "High Pressure Laminate" 7 representetl, can legally result in the cessation of RiEWPcles aboveabove& belowcoon P R3 UO: n r doings being D monetary cam ensadtionsto URfl4NoRDER/d/arras in c - ---------- �Q Qif� — — 178 V. _ -- Flariaa registrationnn2sooz4ao. F 5 � y N � n --- --J Al �' Electrical 2 i/R7ban we _,�64 sq ftEl : ' A ISSUE DATE �J 42 �'q l — 1 '�' ' IR EXTENSIO CLR 118 REVISIONS 5� - C nsu it, R7 ID � ,audio , � A ( I I NEW LAYOUT 03102/2021. 7R2;� 1241 s+4aR� 125s ft!LiftSystem IIR4\/�____ 0SII - B Q Q overt sad bar at c Roo 9. _ 'd8 u r rr �------ --- -- ----« stem — c ` • - - r r : _ Q Q -'i — �.� I Tee th 1 �j rr �e lr - - - " - \ --_ CH/KEXTETJ5f�1r Hall 7 \ yI AIREXTN S ft 11 o Rim , A r u r/ I O ° 6 i CHAIR EXTEN �S r i i N Ci,%I I Ceiling Lift System RZ / YP — 4f ! \ \ - A f f s ft e y I 247 s ft l l r Exam Room #126,129. q �� -- -- - - -----Y ---- -__ _ I I +ae / - rr rr II rrr rr -- , { _ .� +as _ �-' ���, _ _ � \ 2 � - . ', e _ _ � _._ . lab/ blood +. Ir 1 3 <II II_. 0 El ALCOV POd1at St ..,170 sq ft (PE , R5 _ ` 125 sq0 UM Nurse ----.., 143 Station Q Q i R4 A \ A Ll J_ 115 annunciator ----- ------ I ° = M ac 2D we 7 Shared - _ e trea 1 125 so sq ft 70 01- - - - alth 2 Rs Z ■� a d - Can - r =26 s ftl m ,� / \ - ' 1 13 its ■ CHA112a \ 120 R4/ / I \ \ DD ° 1 � +481�� I ° J "c 2 Hall B urine R3 hN 245 sq ft /'� 448 RLJ ,� 4 Ill ft C 141 <' ` estlt° 114 CU nNo roll -48 MC CHAk R K6TENSION R I > W exam R4 A - ...__. 1131 _ ' N1 25 ft �aa 122 H R4 / \ R2 "' _')_ C,';;�.444 /> COPIER/FAXCOMBO I CK�'� /ILL' ft \ PC-1 PrL' +48 I __ 1 r 58 V E ul mentNeeded — / ' / l F2017 / • i • IREXTENSI° CLR ° 8 138 \ COPIER/FAXCOMBOI ' C Itr u0[ / Verify Equipment Needed a 124 sq ft u ° I I Hall C /' ' , 1 ~� ` \ IR F_XTENSIO�CLR +48 �' 157 -�1 5 s� ft _ EWicalPanelTyp — 8200 I UD044 rm\< h re Health /\ O r r l r r 0, M3150 ® 1 / i� 9 D 265s ft �____ Work Rm/ CH TENSIOa�LR---___-+ , � � SW I -+4e � q _ _ I I '48 - , Swins CoAsu'( A Hall D �� 149 - 1 - - __ - _ A Y'f- ISEI Storage 449 sq ft �IiaL� A _ 1 - a c 6 Ja 125,Sq. '� ;; 130 129 _ 119 EItricalPan$ITyp 1 sq ft I 4 q ft 34 sq ' II 2 'sq ft__ ?� I I _ 107 _ D We _ _..._ 108 �■i N - -- ----------- 11 we 9 - - R3 R3 , ____ _ , 4 44 ft Storage 6 , F2D,D 7 we 1 we 2 = r CII 0 39 s ft 47 sq R3 ��°'� 1 q ° <il I I D I t R3 q , 4s s sq D ' o OLD LAYOUT, SEE PROPOSED ON SHEET R-2 & A4 ' 109 R3 R3 ° ° O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D r Eli, ° `>1 Hall F 131 I , _ ° ° CL Cq 554 sq ft 1 ■■.■ Milli -= 152 II en 1 �-- Add Shelf Backing I " r o I — REV. 09/11/2020 CC PAD FOR PORTABLE GENERATOR R6 R7 R4 MAIN DISCONNECT ATS-SB TS-LS 0 0 0 D D D D D D D D D D a D D a D D D o D D D a D a D D D D D D D a D D 0 1 - i0 El 10, 1�0 11s8 10 `�" 0 �0 $ ' �0u' 72 - -- - ---- O 80 0 171JJ1 17s 177 179 I I - - ~ .. y 1,u 170 Unlit ire C I) �- ,-- [ ' r'R - tnf Storage edical .. I I MEN'1po s _ _ �- -- i >> h, we 5 0 Rm- o. Med. Equipment Recew�ng L - J 7 sq�ftso s ft - - �A is Extern - Rid Tearrea _ n", 1 _ _. - -- -L q t I Q ; I ��J��1 70sgft �A� II I � � 119sgft General I 100sgft M I ■ / / �. �_ _ 227 s ft R6 r ■ - q -- - - - — - 100 sq ft - _ _ —� 181 bio has U 4 - -- �- ° °I 01tamps N 1� viol I 3 / I° NE ' 30 sq ft UREANoRDER.tam a, Inc. L — — — \ / II F0750 ` / - -- I — — — J 5008 south alberon street 33811 813.832.5557 LI Electrical Panel Typ / / c TABLE, OFFICE, 12"x42'P��] C, Electrical Panel Typ -- - R6 - -- -- -if�6 - R3 \R7- - R4/ ° !Ar L $ ° ° EYE WASHT ®Hall E Hall E Thesc plane am on as hied and ore al work" to copyright protection "mchiteclural work" under Hall E 165 898 sq ft section 109 a the 1990 copyright art 1l use as amended decnmuer 1990 and known ps architectural works copyright protection act of 1990. The protection includes but is not mited to the overall form as well R7 Full length counter top as arrangement and composition at spaces and elements of the design. under such protection, unouthorzed use of these plans, work or home ----- QR — — Communicati ] [( ons Rm 110 sq ft El 14 td) 13 0 0 ■IQ Q,■ R2 0 0 160 E ](�J ` 13 e .airn-8- A t 5s4ft C %REr TEN8I040LR � r — +4 Nurse - Station annunclato � e 159 Sha ek rea 2 59 s q ft / CFi�t(RFtXTENSIOaGLR n I41I - �Q COPY ALCOVE R2 R8200 RCA02 BNV Stora R ---� I D _. -- - c' Hot Col Shelving w D D D D <� I i �- s \ 5 i'�� 37 s ,;;1�F 18 S 35 Hydr. _arksRack System T Cabinet Storage \ \ I C W / Flftfl� __ - - - -- H It _,,_; ab' et with rage I i __._..- - \� Shelves, O[pen shelves above- - — -- _ C r� E ° ■� - I 1 2 Rec L 18n $3 � I 2 Rec @ 48" AFF � \ � � 1 s -; 1 Treatment Table I Liu 14__1Z C I I R4 R4\ 013 O 151 L 54 Ih--_ III � tion � �� II o I ' ' II13s ,^ I ;X 1ILEWaiting Room II I K ' III 134 �) Shuttle ! of Hall I I G _ _ Group �.pI I I - - - - - - Press Parallel i 1249 sq ft I I ° b - �:. .y\ Shared Medical __ — MVP I; Bars �' I Ks 1 5 s 157 sq ft ��� 343 sq ft 10'xT Q q / 1 Sq \y II 13 ;I 1 II �_ sq ft I }. _e= �i Ili I I Mat Table 1 1 6'x8' j 1 HealtiTevet Computer ` D ° �4 R4\` �� III I 692sgft ail SEAL: CnVendi o r g esti bu le Armory g I n r-- 15s (� 10A 61 s ft �4 , \�` III �1� 0 6 sq q 1 uL d4 I Computer w I I I 8 \ /III-' Computer &Workstation __-----_.__.. IL - - - 1 .�- -- ----- -- - _� ---- - q i ti 6 °� & workstation D D ❑ I -- —_ UBE I JOE TOPN. _ Q cunt 1 5 ° ° i FL.,REG. AR10096 Computer III o< p DD 10 r --- _ - - El Treatment Table Station Stora nr- - DWG NAME: � �, �-� , --�- n , ft l I D 13D D D D D D 1 ° 104 65 sq ft ° I u L DAI E: I_flo I I Holding Rm I DRWN: I 44sgft 1 �I 1 CHKO: — — — — — — — — — — — — — M D D SCALE: nr - L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J Ill UI _ m19, SCALE 3/16"=1'-0" R1 SHEET NOMBFR CD040 Cabinet, W/H, 2 Shelf, 2 DO, Sloping Top, 38x36xl3 A5077 DISPENSER, HAND SANITIZER, HANDS FREE CT020 COUNTERTOP, SOLID - SURFACE A5075 - DISPENSER, SOAP CD040 CABINET F0300 CHAIR, SWIVEL A5080 DISPENSER, PAPER TOWEL F2000 _ BASKET, WASTEPAPER M 1825 PRINTER, COMPUTER F0420 CABINET, FILING, - LATERAL, HALF HEIGHT e Compass System (or equal) - TELEPHONE, WALL-MNTD, 1 LINE CD040 CABINET CT020 COUNTERTOP, SOLID SURFACE M1803 WORKSTATION, COMPUTER CS010 SINK, SS, SINGLE A5075 DISPENSER, SOAP A5080 DISPENSER, PAPER TOWEL F2000 BASKET, WASTEPAPER A5180 TRACK WITH CURTAIN A5145 HOOK, GARMENT A5077 DISPENSER, HAND SANITIZER A5107 DISPENSER, GLOVE, SURGICAL -EXAMINATION a ►"I 11916111711 TELE-HEALTH ROOM 1 (OFDC1-2) 125 NSF 1 f�"1i1 Ell TELE-HEALTH ROOM 2 (WRTM2) 125 NSF MR A5212 BRACKET, TELEVISION, WALL-MNTD, TILT ANGLE F3200 CLOCK, BATTERY, 12" A5220 TELEVISION BACKING _ F0206 CHAIR, SIDE, BARIATRIC, N WITH ARMS o F0206 CHAIR, SIDE, BARIATRIC, WITH ARMS E0063 WORKSTATION A5145 HOOK, GARMENT M 1801 -COMPUTER WITH FLAT PANEL MONITOR A1015 TELEPHONE, DESK, MULTI -LINE <b WHITE BOARD, BULLETIN BOARD COMBINATION M0506 TELEVISION, FLAT SCREEN M1801 -COMPUTER WITH FLAT PANEL MONITOR CHAIR, SIDE WITH ARMS F3025 BOARD, BULLETIN E0948 CART, STORAGE - M9025 TABLE, EXAM/TREATMENT A5108 WASTE DISPOSAL UNIT, o � SHARPS - I M �cyi - u STOOL, SELF-ADJUSTING M7401 LIGHT, EXAM, MOBILE M4100� SPHYGMOMANOMETER, ANEROID A1132 RAIL, ACCESSORY M4200 -OTOSCOPE/ OPHTHALMOSCOPE _ F3200 CLOCK, BATTERY, 1211 A5108 WASTE DISPOSAL UNIT, SHARPS M 1803 WORKSTATION, COMPUTER Nw) COMPUTER WITH FLAT PANEL MONITORS E0948 CART, STORAGE A1012 TELEPHONE, WALL-MNTD, 1 LINE F3025 BOARD, BULLETIN F0205 CHAIR, SIDE WITH ARMS F0340 STOOL, SELF-ADJUSTING A5180 TRACK, CUBICLE, WITH CURTAIN A5145 HOOK, GARMENT Cmiik> SPHYGMOMANOMETER, ANEROID A5145 HOOK, GARMENT WORKSTATION, COMPUTER < :M: 1801 COMPUTER WITH FLAT PANEL MONITOR A1012 TELEPHONE, WALL-MNTD, 1 LINE CT020 - COUNTERTOP, SOLID SURFACE CD040 - CABINET A5075 DISPENSER, SOAP CS010 SINK, SS, SINGLE A5080 - DISPENSER, PAPER TOWEL F2000 - BASKET, WASTEPAPER Aw WASTE DISPOSAL UNIT, SHARPS A5107 - DISPENSOR, GLOVES CHAR E CTENSION CLR 10'-6" (3.2m EXAM ROOMS TYPICAL 125 NSF Compass System (or equal) - NEW LAYOUT 03/02/2020 +48 /CHAIR EXTENSION qLR— +4$ 10'-6" (3.2m)] ALTERNATE EXAM ROOMS 2 & 4 125 NSF Rm 4 is reversed REV. 09/11/2020 A5107 DISPENSOR, GLOVES A5145 HOOK, GARMENT A5107 DISPENSOR, GLOVES CD040 CABINET CT020 COUNTERTOP, SOLID SURFACE _ A5075 "r- E DISPENSER, SOAP - CD CS010 M 'r - SINK, SS, SINGLE A5080 DISPENSER, PAPER TOWEL F2000 BASKET, WASTEPAPER M9025 TABLE, EXAM/TREATMENT M7401 LIGHT, EXAM, MOBILE A1132 RAIL, ACCESSORY 44a> OTOSCOPE/ OPHTHALMOSCOPE F3200 CLOCK, BATTERY, 12" A5145 HOOK, GARMENT A5180 TRACK, CUBICLE, WITH i3:::�= CURTAIN F0340 STOOL SELF-ADJUSTING A5180 TRACK, CUBICLE, WITH CURTAIN F0205 CHAIR, SIDE WITH ARMS M4100 SPHYGMOMANOMETER,T- M ANEROID M4200 � M OTOSCOPE/ OPHTHALMOSCOPE p/ F3200 CLOCK, BATTERY, 121 M7401 LIGHT, EXAM, MOBILE A1132 RAIL, ACCESSORY M9025 TABLE, E0948 CART, STORAGE F3025 BOARD, BULLETIN 0/tampa URSANoRDER.tampa, Inc. 5006 south elberon street 33611 813.832.5557 aa2002460 Those plans are copyrighted and are subject is copyright protection as on "architectural work" under section 102 of the copyright act. 17 u,s.o, as amended docember 1990 and known as orchileclural works copyright protection act of 1990, The protection includes but is not limited to the overall form as well as arrangement and composition of spaces and elements of the design. under such protection, unauthorized use of these plane, work or home represented, can legally result in the cessation of construction or buildings being seized and/or manatory compensation to �1RDANQRKR/1Qmpa, inc., Flondo registration M26002460. ISSUE DATE REVISIONS U .LLI V m L aM= = W am 4) N SEAL: JOE TOPH. FL., REG. AR100 5 DWG NAME: DATE: DRWN: CHKD: SCALE: SCALE 1 /2"=1 '-0" I �, SHEET NUMBER 4 A5200 DISPENSER, TOILET ROLL A5145 HOOK, GARMENT A5109 GRAB BAR A5080 DISPENSER, PAPER TOWEL LAVATORY, VITREOUS ,� \ CHINA 36 KA1067 \ MIRROR, FLOAT GLASS, ADA ACCESSIBLE = E A5075 / DISPENSER, SOAP F2000 / BASKET, WASTEPAPER P9050 TOILET WALL HUNG A5090 DISPO�- A NAPKIN TOILET, GENERAL (WC-112) 46.7 NSF DI; TC HOOK, C C TOILET, GENERAL (WC-3) (WC-8,9 TNPG1) 63 NSF DISPENSER, PAPER TOWEL P31 00 LAVATORY, VITREOUS CHINA A1067 MIRROR, FLOAT GLASS,- ADA ACCESSIBLE A5075 DISPENSER, SOAP F2000 BASKET, WASTEPAPER P9050� TOILET, WALL HUNG A5090 r%I[%r�^e% A I O A AIITA MX/ NAPKIN HOOK, GARMENT E N A5200 DISPENSER, TOILET ROLL A5145 HOOK, GARMENT A5109 GRAB BAR REV. 09/11 /2020 m A5080 DISPENSER, PAPER TOWEL 3611 / TOILET, GENERAL (WC-4) 45.2 NSF r3 i vu LAVATORY, VITREOUS CHINA A1067 MIRROR, FLOAT GLASS,- ADA ACCESSIBLE -ew, E A5075 DISPENSER, SOAP F2000 BASKET, WASTEPAPER P9050 TOILET, WALL HUNG A5090 -, SANITARY NAPKIN 11 1 n I n m m _ A5080 _ A5080 m A5080 _ DISPENSER, PAPER DISPENSER, PAPER DISPENSER, PAPER TOWEL TOWEL TOWEL LAVATORY, VITREOUS LAVATORY, VITREOUS LAVATORY, VITREOUS \ CHINA CHINA / \ CHINA 3611 / A1067 3611 A1067 36 Al067 \ EJ W-- MIRROR, FLOAT GLASS, MIRROR, FLOAT GLASS, \ MIRROR, FLOAT GLASS, ADA ACCESSIBLE - E ADA ACCESSIBLE = E — — — ADA ACCESSIBLE = E weewA5200 A5075 A5200 A5075 A5200 A5075 DISPENSER, SOAP DISPENSER DISPENSER, SOAP - DISPENSER, l —DISPENSER, SOAP DISPENSER, F2000 TOILET ROLL - F2000 TOILET ROLL F2000EO TOILET ROLL A5145 BASKET, WASTEPAPER A5145 BASKET, WASTEPAPER A5145 \ / BASKET, WASTEPAPER \ / P9050 HOOK GARMENT P9050 HOOK, GARMENT P9050 HOOK, GARMENT TOILET WALL HUNG TOILET WALL HUNG A5109 / TOILET WALL HUNG A5109 � GRAB BAR A5090 GRAB BAR A5090 GRAB BAR A5090 DISPOSAL, SANITARY A5080 NAPKIN ' NAPKIN NAPKIN DISPENSER, PAPER TOWEL TOILET, GENERAL TOILET, NON ADA TOILET, GENERAL (WC-5) (WC-6) (WC-7) 45.8 NSF 39.6 NSF 47.2 NSF A5107 48" DOOR FAUCET, WALL MOUNT DISPENSOR, GLOVES A5080 71-611 DISPENSER, PAPER �P47�O�O���' � ' ', TOWEL "\,2.29m), Cleaner, Carpet / Floor, Sink, Mop, Molded Stone Ii Vacuum, Portable SS SHELF 4"x8" 48"AFF I A5075 A5135 DISPENSER, SOAP Shelf, Utility W/ Mop/Broom P3100 \ L1200 LAVATORY, VITREOUS A5077 �i Holders, SS, Surf Mntd CHINA \ CABINET, SPECIMEN, DISPENSER, HAND j F0500 A1067 PASS THRU, CRS SANITIZER Cart, Janitors MIRROR, FLOAT GLASS, ,. \ A5145 F0505 ADA ACCESSIBLE—\ HOOK, GARMENT A5080 j I Bucket Mop,With A5075 \ \ \ ` ° I A5200 E DISPENSER, PAPER 1 N Wringer, 26 Quart DISPENSER, SOAP �' \ \ \ DISPENSER, -co TOWEL - \` TOILET ROLL F2000 2 Structural Column BASKET,WASTEPAPER P9050 TOILET, WALL HUNG \ \ A5109 A5090 GRAB BAR JANATOR CLOSET (JANC1) 34 NSF TOILET, LBGM1 (TPSP1 URINE) 76.7 NSF SCALE 1 /211=11-011 0/tani URBANoRDlR.tampa, Inc. 5006 south alharon street 33611 813.832.5557 aa2002460 These plans are copyrighted and are subject to copyright protection as an 'architectural work' under section 102 of the copyright act. 17 u.—. as amended decernber 1990 and known as architectural works copyright protection net of 1990. The protection includes but is not limited to the overall form as well as 0,11ngement and composition of spaces and elements of the design. under such protection, unouthonred use of these plans. work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to URBANORpLR/S,Q¢yp.. iflG. Florida registration AA26D02460. ISSUE DATE REVISIONS ■ L6 mum Z J m 13 ■C u a Ms ■m W CLI 0 N SEAL: JOE TOPIN. FL., REG. AR100% UWC NAME: DA f E: DRWN: Cl WD: SCALE: R3 SHEET NIIMFRER a it I DISPENSER, HAND SANITIZER, HANDS FREE CT020 COUNTERTOP, SOLID - SURFACE A5075 _ DISPENSER, SOAP CD040 CABINET, W/H, 2 SHELF, 2 DO, SLOPING TOP, 38X36X13 F0300 CHAIR, SWIVEL A5080 DISPENSER, PAPER - TOWEL F2000 _ BASKET, WASTEPAPER M1825 _ PRINTER, COMPUTER F0420 CABINET, FILING, - LATERAL, HALF HEIGHT MBI Compass System (or equal) - CHAIR, SIDE WITH ARMS F0206 - CHAIR, SIDE, BARIATRIC, WITH ARMS F3200 - CLOCK, BATTERY, 1211 A1010 TELECOMMUNICATION OUTLET M1801 - COMPUTER WITH FLAT PANEL MONITOR A1010 MODULAR WORK STATION F2000 BASKET, WASTEPAPER 110 E IS 0 CLR OPC-Pharmacy (OFDC1) 125 NSF HAS ROOM (WKTM1) 100 NSF r A5212 -BRACKET, TELEVISION, WALL-MNTD, TILT ANGLE F3200 CLOCK, BATTERY, 12" A5220 TELEVISION BACKING Fo2os = I 'E CHAIR, SIDE, BARIATRIC, I It WITH ARMS r- M F0206 ,_, CHAIRSIDEBARIATRIC , , , WITH ARMS E0063 WORKSTATION A5145 HOOK, GARMENT M1801 COMPUTER WITH FLAT PANEL MONITOR A1015 TELEPHONE, DESK, MULTI -LINE F3065 WHITE BOARD, BULLETIN BOARD COMBINATION F0866 TABLE, ADJUSTABLE A1015 TELEPHONE, DESK, MULTI -LINE A5077 DISPENSER, HAND SANITIZER, HANDS FREE F0300 CHAIR, SWIVEL 1F0465 Cabinet, Storage, 2 Door, 5 Shelf A5077 DISPENSER, HAND - SANITIZER, HANDS FREE * CT020 COUNTERTOP, SOLID - SURFACE * A5075 . DISPENSER, SOAP CD040 CABINET F0300 CHAIR, SWIVEL * A5080 DISPENSER, PAPER TOWEL F2000 BASKET, WASTEPAPER <Afoa> PRINTER, COMPUTER F0420 CABINET, FILING, LATERAL, HALF HEIGHT M0507 VIDEO CONFERENCE a REV. 09/11 /2020 TELEPHONE, CONFERENCING SYSTEM CONFERENCE ROOM 29 (CFR01) 190 NSF A5212 BRACKET, TELEVISION, WALL-MNTD, TILT ANGLE _ F3200 CLOCK, BATTERY, 1211 A5220 TELEVISION BACKING E CHAIR, SIDE, BARIATRIC, oo rn WITH ARMS I F0206 CHAIR, SIDE, BARIATRIC, 1 WITH ARMS 4 2 \ E0063 WORKSTATION 3 \ M1801 n -- COMPUTER WITH FLAT * I Room 53 MH1 has a'sink. All others do not. Compass System (or equal)! MENTAL HEALTH (OFDC1) 125 NSF A1015 TELEPHONE, DESK, MULTI -LINE A5145 HOOK, GARMENT F3065 WHITE BOARD, BULLETIN BOARD COMBINATION 0/tampa URBANoRDERAampa, Inc. 5006 south etberon stmet 33611 813.832.5551 sa2002460 These plans are copyrighted and ere subject to copyright protection as an 'architectural work" under 9ectlon 102 of the copyright act. 17 u.s.u, as amended december 1990 and known as architectural works copyright protection act of 1990. the protection includes but is not limited to the uverall form as well as 11rangemeol and composition of spaces and elements of the design. under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to �1RfiANoROEft/tamoa "nc Florida registration AA26002460. ISSUE DATE REVISIONS A ■ L■ Z m = J L aM= > ■m W CL 4� N SEAL: JOE TOP;4. FL,, REG. AR100% DWG NAME.: WE: DRWN: CHKD: SCALE: SCALE 1 /2"=1'-0" SHFFT NUMBER S Compass System (or equal)- A5107 DISPENSOR, GLOVES A5145 HOOK, GARMENT CD040 CABINET CT020 COUNTERTOP, SOLID SURFACE A5075 DISPENSER, SOAP ,_, CS010 SINK, SS, SINGLE N A5080 M DISPENSER, PAPER TOWELu F2000 BASKET, WASTEPAPER M7710 ELECTROCARDIOGRAPH, PORTABLE M9025 TABLE,EXAMITREATMENT M7401 LIGHT, EXAM, MOBILE A1132 RAIL, ACCESSORY M4200 OTOSCOPE/ OPHTHALMOSCOPE F3200 CLOCK, BATTERY, 1211 M3070 HAMPER, LINEN No space available REV. 09/11 /2020 <A5108 �� 10 -6 WASTE DISPOSAL UNIT, [ (3.2 m )] SHARPS M 1803 WORKSTATION, + - COMPUTER o M1801 U_ o Overhead bari tric lift COMPUTER WITH FLAT Q o system in wo ens \ PANEL MONITORS health only 00 � U +48" �1_ CART, STORAGE � A1012 TELEPHONE, WALL-MNTD, 1 LINE 't � F3025 BOARD, BULLETIN CLEARA , \ F0205 CHAIR EXyEN�ION \ CHAIR, SIDE WITH ARMS A5145 HOOK, GARMENT w_ 00 F0340 1 ~ — STOOL, SELF-ADJUSTING 00 A5180 ~ +48�� � TRACK CUBICLE, WITH , CURTAIN SPHYGMOMANOMETER, \ ANEROID TOILET, GENE SEE WC7 A1203 Lift System, Overhead, Bariatric \ SHEET R3 An overhead ceiling mounted rails stem specifically designed g y p y g for bariatric patient lifting and movement within a patient room. The system will consist of recessed or ceiling mounted ` J primary and secondary rails, lift motor with carriage, patient harness or seat, and a hand controller or control box with charger (other charging options may be available). System will facilitate lifting and movement of patient to and from bed, to stretcher, chair, bathroom or other requirements. Lifting capacity is 1000 pounds. Custom design of track layout by manufacturer is essential to meet individual facility requirements. WOMAN HEALTH U01tamps URBANoRDER.tampa, inc. 5006 south elbstron street 33611 813.832.5557 aa2002460 Those plans are copyrighted and are subject to copyright protection as an 'architectural work' under section 102 of the copyright act. 11 u.s.o. as amended derember 1990 and known as architectural works copyright protection act of 1990. The protection includes but is not limited to the overall form as well as arrangement and composition of spaces and elements of the designunder such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of canslro,I or buildings being seized and/or monetary comp 11oi, to URUANuEDLR/tampq_ nc,. 'lands regielrotlon MI6007E60. ISSUE DATE REVISIONS n ■ U z _> _U) M ass W CL 4� N SEAL: JOE TOPN. FL., REG. AR100% DWG NAME: DATE: DRWN: CHKD: SCALE: SCALE 1 /2"=1'-0" R5 SHEET NUMBER REV. 09/11 /2020 E0211 WORK STATION W/ OVERHEAD CAB, WALL MT 42" WIDE M1801 COMPUTER WITH FLAT PANEL MONITOR F0300 CHAIR, SWIVEL A1015 TELEPHONE, DESK, MULTI -LINE F0120 BOOK CASE Fw WHITE BOARD, BULLETIN BOARD COMBINATION F0206 CHAIR, SIDE, BARIATRIC, WITH ARMS F0120 BOOK CASE F0205 CHAIR, SIDE WITH ARMS F3065 WHITE BOARD, BULLETIN BOARD COMBINATION A5145 HOOK, GARMENT A5077 DISPENSER, HAND SANITIZER, HANDS FREE NURSE OFFICE (OFA02) 100.0 NSF CMO OFFICE (OFA02) 100.0 NSF F0205 CHAIR, SIDE WITH ARMS F3200 CLOCK, BATTERY, 12" F0205 CHAIR, SIDE WITH ARMS F3065 WHITE BOARD, BULLETIN BOARD COMBINATION A5077 DISPENSER, HAND SANITIZER, HANDS FREE F3200 CLOCK, BATTERY,1211 F2000 BASKET, WASTEPAPER A5212 BRACKET, TELEVISION, WALL-MNTD, TILT ANGLE M1801 COMPUTER WITH FLAT PANEL MONITOR F0300 CHAIR, SWIVEL A1015 TELEPHONE, DESK, MULTI -LINE F0205 CHAIR, SIDE WITH ARMS F2000 BASKET, WASTEPAPER K1552 F0420 CABINET, FILING, LATERAL, HALF HEIGHT F0230 CHAIR, DRAFTING, ROTARY F3025 - BOARD, BULLETIN F3200 CLOCK, BATTERY, 12" E0636 COUNTER, WORK, W/ STORAGE CAB, WALL-MNTD A1-0 TELEPHONE, DESK, MULTI -LINE LOCKERS F2017 BASKET, WASTEPAPER 0 N W _y- 0_0 SECURITY RM02 (CROP1) 109.3 NSF ARMORY ALARM SYSTEM HOLDING RM SUPPLY LOCKER ZONE - 0r'1r^1r1^ T/P9r D A t%= nK1 t t , UTILITY ROOM, CLEAN (UCCL1) 60 NSF CD040 CABINET F0300 CHAIR, SWIVEL M1801 COMPUTER WITH FLAT PANEL MONITOR M 1800 COMPUTER MONITOR F0866 TABLE, ADJUSTABLE HEIGHT FILE DRAWER (3011 H) FILE DRAWER (3011 H) M1825 PRINTER, COMPUTER F2000 BASKET, WASTEPAPER A5107 DISPENSER, GLOVE, A5145 HOOK, GARMENT L1200 CABINET, SPECIMEN, PASS THRU, CRS M 1840 COPIER/FAX COMBO CD040 CABINET F0275 CHAIR, SWIVEL, HIGH BACK F2000 BASKET, WASTEPAPER M1801 COMPUTER WITH FLAT PANEL MONITOR U If fill ( 1 I ' V 10111 ill' I� I _ I CT020 COUNTERTOP, SOLID SURFACE Eli- 1� �l( - - lI F0750 TABLE, OFFICE, RECTANGLE, 7 " WRTM1 F2000 BASKET, WASTEPAPER R6200 REFRIGERATOR, U-C CT020 COUNTERTOP, SOILD SURFACE L1502 CENTRIFUGE TRAY ON WHEELED STAND A5108 WASTE DISPOSAL UNIT, SHARPS ON WHEELS M1410 CHAIR, LAB, BLOOD DRAWING W STORAGE F3025 BULLETIN BOARD MEDICAL WASTE CONTAINER F3200 CLOCK, BATTERY, 12" CT020 COUNTERTOP, SOLID SURFACE CD040 CABINET A5075 DISPENSER, SOAP A5080 DISPENSER, PAPER TOWEL CS010 SINK, SS, SINGLE 1r i 1C a x42n c:> I I �r CD040 CABINET ' A1011 TELEPHONE, DESK, CONFERENCE CT020 COUNTERTOP, SOLID SURFACE U01tampa URBAMRDER.tampa, ine. 5006 south elberon street 33611 813.832.5557 .02002460 These plans are copyrighted and are subject to copyright protection as an 'architectural work" under section 102 of the copyright act. 17 u.s.o. as amended december 1990 and known as architectural works copyright protection act of 19g0. The protection includes but is not limited to the overall form as well as arrangement and composition of spaces and elements of the design. under such protection, unauthorized use of these plans, work or home represented, con legally result in the cessotlon of construction or buildings being seized and/or monetary compensation to UR6AhoR0E tamoa Inc. Florida registration PA26002450. ISSUE DATE REVISIONS . u. vM Z to � L a Ms > ■m W CL N SEAL: JOE TOPN. FL, REG. AR100% DWG NAM[: DAfL DRWN: CI IKD: SCALE: SCALE 1 /2"=1'-0" SHEET NUMBER REV. 09/11 /2020 a M1825 PRINTER, COMPUTER F0866 TABLE, ADJUSTABLE F0206 CHAIR, SIDE, BARIATRIC, WITH ARMS F3200 CLOCK, BATTERY, 1211 F3065 WHITE BOARD, BULLETIN BOARD COMBINATION A5077 DISPENSER, HAND SANITIZER, HANDS FREE DISPENSER, GLOVE, - SU RG I CAL -EXAM I NATION T1155 CONTAINER, SMALL - PARTS STORAGE A1016 - TELEPHONE, DESK, WITH SPEAKER ?? CAS, MOBILE ADJUSTABLE HEIGHT A5225 BRACKET, DUAL COMPUTER - MONITOR, DESK-MNTD M1801 COMPUTER, MICROPROCESSING, W FLAT PANEL MONITOR M1800 COMPUTER MONITOR A5077 DISPENSER, HAND SANITIZER, HANDS FREE F0205 CHAIR, SIDE WITH ARMS A5145 HOOK, GARMENT, DOUBLE, SS, SURFACE MOUNTED A1010 A5082 - TELECOMMUNICATION OUTLET DISPENSER, PAPER A1010 TOWEL, SENSOR, HANDS r' MODULAR WORK STATION FREE A5077 -_- - - -li DISPENSER, HAND F2000 SANITIZER, HANDS FREE BASKET, WASTEPAPER A5107 <*W> DISPENSER, GLOVE, COMPUTER WITH FLAT SURGICAL -EXAMINATION PANEL MONITOR A1015 — I � <TOW> TELEPHONE, DESK, -t--.' CHAIR, SWIVEL MULTI -LINE A1015 R6200 TELEPHONE, DESK, REFRIGERATOR, U-C MULTI -LINE CT020 COUNTERTOP, SOILD SURFACE FULL WIDTH 1 F0465 Cabinet, Storage, 2 Door, 5 Shelf WORKROOM (WKTM1) 100 NSF Compass System (or equal)- CB020 Cabinet, W/H, 2 Shelf, 1 DO, Sloping Top, 38x24xl3 PROGRAMMING / FITTING (AUD03) 125 NSF A 10 2 CB020 CABINET, WH-1 DO RIGHT CT020 COUNTERTOP, SOLID SURFACE CS090 COM�AR�TMENTE A5075 DISPENSER, SOAP - F2000 BASKET, WASTEPAPER A5082 _DISPENSER, PAPER TOWEL, SENSOR, HANDS FREE STORAGE CABINET A1067 MIRROR, FLOAT GLASS F3200 CLOCK, BATTERY, 12" DIA A1015 TELEPHONE, DESK, MULTI -LINE M1801 COMPUTER WITH FLAT - PANEL MONITOR E0130 RECEPTION DESK, — BUILT-IN M1810 COPIER, FLOOR STANDING F0404 PEDESTAL, FILE, MOBILE Full length counter top Receptacles above & below counter top M3150 DISTRIBUTION SYSTEM, MEDICATION, AUTOMATIC AUXILARY MEDICATION CABINET M1803 WORKSTATION, COMPUTER /7 L 1 1 4 Ae M,m •P UTER WITH FLAT ALCOVE, MEDICATION (RCA06) 27 NSF Swel Bill, WA - CABINET CT020 COUNTERTOP, SOLID SURFACE C04F0 CABINET, U-C-B, 1 SHELF, 2 HALF DR, 2 DO F2010 SHREDDER, PAPER DAQVC:T %AIACTDDADDR __\ HFA\/Y ni ITY CHECK IN PANEL MONITOR M1800 COMPUTER MONITOR Work Rm/ Storage 51 sq ft RECEPTION F2000 BASKET, WASTEPAPER F0275 CHAIR, SWIVEL, HIGH BACK It U01tampa UR6AMRDER.tampa, inc. 5008 south elheren street 33611 813.832.5557 aa2002460 These plans are copyrighted and are subject to copyright protection as an 'orchiteclurol work' under section 102 of the copyright act. 17 u..a. as amended december 1990 and known as architectural works copyright protection act of 1990. The protection includes but is not limited to the overall farm as well as arrangement and composition al spaces and elements of the design. under such protection, unauthorized use of these plans, work or home represented. can legally result in the cessation of construction or buildings being seized and/or more compensation to URC14Nof?QQRjt9LnP4_gj;.. Florida registration M26002460. ISSUE DATE REVISIONS ■ _ Una U Mom - >y z _ _ _ j m— ■_ OC 1 L = am ■ ■■■ W CL 0 N SEAL: JOE TOPN. FL., REG. AR10095 DWG NAME: DATE: URWN: CHKD: SCALE: SCALE 1 /211=1'-0" R7 SHEET NUMBER REV. 09/11 /2020 Is ISZNI DESCRIPTION RM A1020 TELEPHONE, WALL MT 1 LINE 1 Al030 LOCKER, 2 PERSON, OVER UNDER 7 A5075 DISPENSER, SOAP 1 A5080 DISPENSER, PAPER TOWEL, SURFACE MOUNTED, WITH SENSOR CONTROLS 1 A5145 HOOK, GARMENT, DOUBLE, SS, SURFACE MOUNT CABINET, SINK, U/C/B, 2 DOOR, 30"W 1 CO3PO CABINET, SINK, U/C/B 1 SHELF 1 DRAWER, 2 DO 1 C04EO CABINET SINK U/C/B 2 HALF DRAWER 3 1 CD41-10 DRAWER 2 DO 1 CD030 CABINET, SINK, 2 SHELF, 2 DO, SLOPING TOP, 38"Hx30"Wxl 3"D 2 CS010 LAVATORY, VITREOUS CHINA, W/ SENSOR FAUCET 1 CT020 COUNTER TOP HIGH PRESS LAMINATE 1 F0225 CHAIR DINNING ROOM 8 F0795 TABLE DINNING 2 F2016 WASTER RECEPTACLE 40 GAL 1 F3025 BULLETIN BOARD 30"Wx24"H 1 F3050 WHITE BOARD DRY ERASE 48"Wx36"H 1 F3200 CLOCK, BATTERY, 12" DIAMETER, 7'-6" AFF TYP. COFFEE MAKER 1 K1552 OVEN MICROWAVE CONSUMER 2 K4665 REFRIGERATOR 25 CUBIC FEET 2 R7050 CABINET W/H MICROWAVE 1 SHELF 2 DO 1 00007 SLOPING TOP, 38"x36"x16" 1 DESK, 00002 TELEPHONE, DESK, WIRELESS 00002 TELEPHONE, WALL MT, 1 LINE F0295 CHAIR, STACKABLE M1801 COMPUTER WITH FLAT PANEL MONITOR F2000 BASKET, WASTEPAPER M0512 TELEVISION, LCD, 7511 A5210 BRACKET, TELEVISION, WALL MT, ADJUSTABLE I n A iAn .11m c = - 3050 F3025 A1012 r UL =P \� G G CT020 CD030 CS010 F0295 CHAIR, STACKABLE sa K4665 K�66� F3200 Lounge/Locker 274 sq ft Rm Code: LR004 F3055 TEWHITEBOARD, WITH SLIDING PANNELS Shared Medical Apts. 2 392 sq ft Rm Code: CLSC4 L---------J I f----------- L— — — — — — — — — J LOCKERS, 6 PERSON OVER UNFDER - F0435 CABINET, STORAGE, MULTIMEDIA Fosso TABLE, MOBILE _ F0295 CHAIR, STACKING It U01tsurnplis URBANoRDER.tampa, Inc. 5006 south etberon street 33611 813.832.5557 aa2002480 These plum are copyrighted and are subject to copyright protection us an 'mchileclural work' under section 102 of the copyright Oct. 11 u.s.o. as amended december 1990 and known as orchileclurul works copyright protection act of 1990, The protection includes but is not limited to the overall form as well as arrangement and composition of spaces and elements of the design. under such protection, unauthonzed use of these plane, work or home represented, can Icgoly result in the cessation of construction or buildings being seized and/or monetary componsotion to JR8 ORDER/tomaa inc. Florida registration N126002460. ISSUE DATE REVISIONS n ■ _ U Z__ J Cd_._ = �C�1141 Q Ms ■_ W CL 4D N E 0 ■ J Cr cr) W = ■m E C O = OM 19 0■ SEAL: JOE TOPN, FL., REG. AR10095 DWG NAME: DATE: DRWN: CHKD: SCALE: SCALE 1 /2"=1 '-0" SHFET NUMBER UPDATED 11 /02/2020 NOTE: ATTENTION INSTALLERS *****Any deviation/changes from the Ado specified installation details i.e. hardware, bracing, track layout MUST be captured, marked on the drawings and returned to Ado for an as built revision.-- S BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLYarjo j LATERAL BRACE REQUIREMENTS REV-3 LEGEND _ LATERAL TRACK TRACK BRACE X BRACKET BRACKET JOINT MINIMUM 3 LATERAL BRACES. NUMBER OF LATERAL BRACE _ (NUMBER OF TRACK BRACKET JOINT X 2) + 2, 1 TRACK SECTION 0 TRACK BRACKET JOINT 3 LATERAL BRACES POSSIBLE ANCHOR LATERAL TO THE CEILING OR TO THE WALL r STEEL UNISTRUT 000.0XXXX SADDLE NUT 000.00424 In FLAT WASHER M10 � 000.04430 LOCK WASHER 3/8000.00425BOLT N 3/8-16 X 1" 000.00357 LATERAL BRACE LATERAL BRACE REQUIREMENTS REV-3 LEGEND _ LATERAL TRACK TRACK BRACE X BRACKET ® BRACKET JOINT MINIMUM 3 LATERAL BRACES. NUMBER OF LATERAL BRACE _ (NUMBER OF TRACK BRACKET JOINT X 2) + 2. 1 TRACK SECTION 0 TRACK BRACKET JOINT 3 LATERAL BRACES POSSIBLE ANCHOR LATERAL TO THE CEILING OR TO THE WALL STEEL UNISTRUT 000.0XXXX SADDLE NUT 000.00424 FLAT WASHER M10 000.04430 LOCK WASHER 3/8 000.00425 BOLT 3/8-16 X 1" 000.00357 , LATERAL BRACE ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) G -� m TILE Q 1 A=108" B=62" F=24" G=62" H=6" ECS SYSTEM QUANTITY OF ROOMS: 1 LISTING OF ROOM NUMBER(S): 139 VA ZEPHYRHILLS I CLINIC J SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 DRAWN BY -. un001629 SCALE. 1/4" = 1' : rl� PAGE:07092010 3 / 11 7 • ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) I -n - ACCEPTABLE ANGLE QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] DATE CREATED (DD-MMM-YYYY) : 09JUL-2020 DRAWN BY: un001629 SCALE: N/A REFERENCE#: QC-07092010 JPAGE: 6/11 ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) I O ACCEPTABLE ANGLE QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 1000LB [455KG) DATE CREATED (DD-MMM-YYYY) : 09JUL-2020 DRAWN BY: un001629 LE'. N/A (REFERENCES : QC-07092010 FPAGE'. 9/11 NOTE: ATTENTION INSTALLERS *****Any deviation/changes from the Ado specified installation details i.e. hardware, bracing, track layout MUST be captured, marked on the drawings and returned to Ado for an as built revision.***** THIS LAYOUT HAS BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLY )BEAM STRUT BRIDGE :SLOT PACE DOWNi I-OR'G' UP TO USE UNISTRUT 1' N' HS 158-117 2 0' PIDW :f-3" HS 271.6 12 q..fj.. P55P:1 P1001 6-.4' Pf'.0N) 8 G' P5501 10 4' 1`5001 FINISH CEILING 1 6 8 10 14 1 I (X2) UPPER AND LOWER / CONNECTION FOR LATERAL L 2" MAX. DISTANCE 13 BETWEEN ANGLE FITTING AND CEILING 8 U9 LIFT TRACK BY F/1-. ARJO LIFT CAPACITY= 600 LBS "NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING, HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (18C) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM." IBEAM 4 STRUT BRIDGE (SLOT FACE DG4VN1 '�,I, 1I: FOR'G-UP TO USE UNISTRUT �p� IV 7 1-,• HS 15812 �Q.J V; 1' G' P10317" "Z, 5 "� 2--l' H5 2'716 12 2-.V' Pfi',00 J� 3' W P1001 4 4' 3' P6000 6 8'-P'• P0601 7' P5WI r flt / STANDARD TRACK INSTALLATION BRACE 1 6 8 10 13 t � B (X2) UPPER AND LOWER CONNECTION FOR LATERAL I11 r Z314" MAX. DISTANCE m BETWEEN ANGLE 12 FITTING AND CEILING s 6 �� LIFT TRACK eY ARJO 3 LIFT CAPACITY 1000 LBS "NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING. HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (18C) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM." FINISH CEILING ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) G -- m TILE d L A-108" B=62" F=24" G=62" H=6" QUANTITY OF ROOMS: 1 LISTING OF ROOM NUMBER(S): 126 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 DRAWN BY. un001629 SCALE: 1/4" = 1' REFERENCE 1: QC-07092010 PAGE: 2/11 • ALL HARDWARE INCLUDED. IACGORDING TO STRUCTURE) Ism # Part # Description City 1 000.00357 BOLT 3/8" -16 X 1 " 3 2 0D0.00394 THREADED ROD 3/8.16 X 10' ZINC 1 3 00MG0402 LOCKNUT STOVER 318-16 ZINC 1 4 000.00405 NUT3/8-16ZINC 3 5 000.00424 HILTI STRUT SADDLE NUT 318-16 1 6 000.00425 LOCKWASHER 3/8- 5 8 DD0.04430 FLAT WASHER M10 ZINC 6 9 000.04436 TAB WASHER M10 1 10 DW04875 FLAT WASHER M12 5 11 200.11140 CEILING PLATE e100MM 2 12 200.11170 200.11160 200.11150 BRACKET SHIM 12mm BRACKET SHIM 3mm BRACKET SHIM 1.Smm 1 1 1 13 700.11100 TRACK BRACKET KWIKTRAK 1 14 LUS-P1068 UNISTRUT ANGLE 2 15 LUS-P27XX UNISTRUT BEAM CLAMP (PENDING ON STRUT USAGE) 4 16 000DIM26 HILTI CHANNEL NUT 3/8-18 3 I QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC ( SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] 1 DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 DRAWN BV: -� un001629 SCALE: N/A 70C. PAGE07092010 5/11 - ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) nem # Part # I DGWAPUon CITY 1 000.00357 BOLT 3/8'- 16 X 1" 3 2 000.00394 THREADED ROD 318-16 X 10' ZINC 2 3 000.00402 LOCKNUT STOVER 3/8.16 ZINC 2 4 D00.00405 NUT 318-16 ZINC 5 5 DDO.00424 HILTI STRUT SADDLE NUT 318-16 2 6 000.00425 LOCKWASHER 3/8" 8 8 1 000.04430 FLAT WASHER M10 ZINC 8 9 000.04875 FLAT WASHER M12 4 10 200.11140 CEILING PLATE e100MM 4 11 200.11170 200.11160 200.11150 BRACKET SHIM 12mm BRACKET SHIM 3mm BRACKET SHIM 1.5mm 2 2 2 12 700.11204 TRACK BRACKET SWL [1000 LBS] 1 13 LUS-P11068 UNISTRUT ANGLE 2 14 LUS-P21XX UNISTRUT BEAM CLAMP (PENDING ON STRUT USAGE) 4 15 000,00426 HILTI CHANNEL NUT 318-16 3 ( QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 1 OOOLB [455KG] DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 SCALE001629 N/A EDRAWN : 07092010 PAGE: 8 / 11 IMPORTANT NOTES 1. The ceiling minimum structure capacity must be able to support the load specified on the installation drawing. 2. Electrical power source outlet already available by the facility at a maximum distance of 3 meters from charging station. 3. Any obstructions such as vents, pipes, lights and sprinklers that could possibly be in the path of the ceiling lifts to be removed or relocated by the facility prior to installation. 4. Modifications of door headers by the facility. 5. Ado reserves the right to slightly modify the track layout if necessary. 6. See the "Agreed Conditions for the Installation of Ceiling Lifts" document included with this quote for important installation details. 7. Ado will not be held responsible for any damages, Inconvenience, resulting from hitting any non visible conduits during our installation process. 8. Signed drawings are required prior to ordering and installation of ceiling lifts. This signature of each drawings confirms agreement of all the conditions listed above. MY SIGNATURE BELOW VERIFIES THAT I HAVE: Reviewed all 11 pages, with a total quantity of 3 rooms, for the approbation of layout for each room and the approbation of structure for each room. I verify that the answers below are accurate to the best of my knowledge and I understand that the quote produced is dependent upon the conditions below as well as this full drawing set. • Is a load dock available? YES • Can facility accept shipment and store until install begins? YES • Will a drop trailer be needed? ES NO • Is parking available on site? Is there a fee involved? YES • Are there any installation time frame limitations? What are they? YES 0 Is a level of infectious control required? YES NO If YES, then what level CUSTOMER APPROVAL: DATE: Legend Track , Sprinkler I}enZaM 9000� Track with service zone Smoke detector ismaiw e ssom Track with wall fixation Q Electrical outlet Track with gate h-- Ceiling light sommisomillillill Track with gate reverse Ceiling vent ----4 Wall post Wall bracket Access trap required Wall post side Existing access trap Track with T-junction Additional items X-Y Trolley (Suspended) X-Y alim. type + options V X-Y Trolley (Embedded) Motor/charger location Curtain track Turntable (Auto/Manual) E) -_ V IV track II 't Exchanger � Swivel pole I') Symbol may vary depending of equipment type REVISION(S) DATE(S) (D-M-Y) INSTALLATION DRAWING VA ZEPHYRHILLS CLINIC DISTRIBUTOR: ARJO REPRESENTATIVE: cio TIM MUCHNA DATE (DD•MMM-YYYY) : 09-JUL-2020 REFERENCE#: PAGE: QC-07092010 1 / 11 NOTE: ATTENTION INSTALLERS "'"""Any deviation/changes from the Ado specified installation details i.e. hardware, bracing, track layout MUST be captured, marked on the drawings and returned to Ado for an as built revision.***** BRIDGE DETAIL 'SPAN' O O DUCT, PIPE OR OTHER OBSTRUCTION AS OCCURS O g4 O D TYR ROD HANGER PER PLANS AND DETAILS & R , �C, OFTq/( ohs STR G q,1,0 CTG'QF STRUT TO BUILDING STRUCTURE REF. PLANS AND DETAILS STRUT BRIDGE PER TABLE BELOW (SLOT- FACE DOWN) MAX. STRUT BRIDGE "SPAN" LIFT CAPACITY STRUT 600# HS 158-12 V-8" P1000 2'-0" HS 2716-12 T-3" P5500 4'-0" P1001 5'-4" P5000 6'4" P5501 8'-6" P5001 10'4" "NOTE ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING, HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM." ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) �- G -- -� m TILE d L A-108" B=62" F=24" G=62" H=6" ECS SYSTEM QUANTITY OF ROOMS: 1 LISTING OF ROOM NUMBER(S): 145 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 1000LB [455KG] WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 DRAWN BY. un001629 SCALE: 1/4" = 1' REFERENCE#: QC-07092010 PAGE: 4/11 - ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) Item B Pert # I Description Oty 1 000.00394 THREADED ROD 318-16 X 19 ZINC 2 2 000.00405 NUT 3/8.16 ZINC 6 3 000.00424 HILTI STRUT SADDLE NUT 318-16 2 4 000.00425 LOCKWASHER 3W 2 5 000.04430 FLAT WASHER M10 ZINC 2 6 000.04875 FLAT WASHER M12 2 7 1 6/8" SOUARE X IW FLAT PLATE WASHER 2 QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 DRAWN BY: UnOD1629 SCALE: N/A REFERENCE#: T PAGE: QC-07092010 7111 n U 0 Nampa tlR6ANoROER.tamps, Inc. 8008 south elberon street 33611 813.832"8887 sa2002480 IURBANoRDER.tampa, inc.� These ON she copyrighted and are sublild to copyright prolec6m as an'arNheuural wadi under wow 102 of the copyrighted. 17 uo o. as emended December 1990 end known as architectural works copyright protea on an of 19M. The protection Includes but Is not I'aNtad to the overall form as well as arrangement and composition of spaces and elements of the deign. un such protecllon, ureulllalzed use of these pWWS, work a have reprsshd, can Willits, result in the csstion of construction or buid" being sled and/or monetary compensation to URDANORDER/Wnpe inc., Florida rpieaetion AA2M460. ISSUE DATE 05/15/2019 REVISIONS N '� r I M U � CU Z m 0 U LL L i N O ■ c V&'AMo r. V♦ O ■0 J �r JOE TOPH. FL,REG, AR10095 DATE: 11/3/2020 DRWN. CHKD: SCALE: SHEET NUMBER R9 I 7 UPDATED 11/02/2020 °r1 &19 X V5 Duo ECS ON FIXED RAIL J MS600 ecs J MS2 ecs J MS440 ECS ON MOVING RAIL FLUSH X-Y CONFIG. J V5 Duo X MS600 ecs ./ MS2 ecs X MS440 EMBEDDED X-Y CONFIG. - ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) CONTACT BOX (3X) 700-11228 - ECS to ECS wiring kit X V5 Duo J MS600 ec5 J MS2 ecs X MS440 STANDARD X-Y CONFIG. X V5 Duo J MS600 ecsa J MS2 ecs X MS440 WALL MOUNTED X-Y CONFIG. ECS - ECS CHARGING QUANTITY OF ROOMS: Z VA ZEPHYRHILLS CLINIC 8AFE `DATC CREATED (DO-MMM-YYYY) : 09JUL-2n2D CnKAWNmr AC LS un001929 f KarmrfmNcar, rnlamNIA _0 0 -07002010 11 111 BRIDGE DETAIL "SPAN" O O DUCT, PIPE OR OTHER OBSTRUCTION AS OCCURS O 4 a 8 r- STRUT TO BUILDING STRUCTURE REF. PLANS AND DETAILS STRUT BRIDGE PER TABLE BELOW (SLOT. FACE DOWN) MAX. STRUT BRIDGE "SPAN" _._LIFT CAPACITY STRUT 1000# HS 158-12 1'-1" P 1000 1'-6" HS 2716-12 2'-1" P5500 2'-9" P1001 X-9" P5000 4'-3" P5501 6'-6" P5001 7'-6" "NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING, HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION, THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM." - ALL HARDWARE INCLUDED. (ACCORDING TO STRUCTURE) Item M Pan M Daacnplion Oty 1 000 00094 THMPAnPn MOn alls IN X 10' PN(,1 7 2 000.00405 NUT 310-10 ZINC a 3 000.00424 HILTI STRUT 9ADDL9 NUT 3410 2 4 nW 171,11476 1 OC.:KWAXHkH Pills' 7 5 000.04430 ►LAT WASHER M10 ZINC 2 0 000.04075 FLAT WASHER M12 2 7 1 filil" flUUARG X tl4"FLAT PLATG walsHMK 1 p QUANTITY OF ROOMS: 0 VA ZEPHYRHILLS CLINIC 6AfC WORKING LOAD CCLOW LIFT 10001 @I (05KI31 DATE CREATED (DD-MMM-YYYY) . 00-JUL-2020 L?RAWN Oy un001029 WALE j NIA 1 "1416Nuer: OC•07092010 vAub' 10 111 0 U0 Nampa URBANoRDER.tamps, Inc. 5006 south elbsron street 33611 813.832AU7 es2002460 Thew plam are mpyrlphted ma are wWA to wpydpN pralscVon as en'emh1lecwrel work' under escum 102 of the copyright as 17 u.s.o. as emended December 1990 end known as &m Ntacmal woke Cop)npnt praec m act of 1990. The ppeclbn OVUM but is not limited to Ve Overall form as wales arrangement and ca "llm or epam ON elernenlc of tle assign. under wcn pmtadbn, umuaeraed m Of VNse plans, work a bona represented, can legallyrewlt in the cessation of ow4haon or bu9aMge being seized and/or nimmawy mrrpwrution to URBANOMERlemye nc., Fiends mgiustlnn AA26002460. ISSUE DATE 05/15/2019 REVISIONS L N qqr M M C) ca "o z m -0 LL U Q ca v) >"w"F= L Q CD N C O ca v O �ssa mission fa_ v i J +r C.� JOE TOPH FL.,REG.AR10095 DATE; 111312020 DRWN; CHKD: SCALE: A SHEETNUMBER RIO RG-3 _� �' , �� 10"� 230 280 I 10110 50 -x itSz 12„ o I N 10"D X 4"4 SG-Z 1 I N N —A V 340 6„ 0 - 230 _. r3 r 6"0 UP SG-1 25 1124] 10"@ 115 TO ROOF I -_ _ s Podiatrist Tele Health 2 143 [173� RG -3 t25 I SG-8 N RG-4 N L` we 7 •ct x Shared Document Area 1 230 �G-9 Consult 75 f 240 L 230 r 4 75 I 10'I —G 230� X- i0"� "TOROOF SG-11240 120 Hall B 10"o 10 "o I SG 21 �l3 230 340 �G 9 a. NA Corlslsl4 "' 230 10" 0 I o Ste_-_$ e 00 EF_3 3 ..� 75 230 � - 6,> x 230 o x N SG-8 L�S4 6" UP I 1131 75 o TO ROOF HAS SG-g SG-115- _ Irr.,l... B', -3 ! 10" o RG 2 230 ' ---, 100 1 12' 0 `'-10 75 i121 J - SG-9 OPG- Pharmacy 10"0 ! 10"o ' 30 - SG-21 — 340 ` .e�i 00 ressssssr tI 23 I I I I 44"X 18" I 230 SG-9 10" o 22"X 14" 30"X 14" 230 1:,., I I I I x© R I - 61 I 100 I a RG-1 RG-1 230 EF-2-1 EG-1 - - N — 1020 1020 6 �� �� MATCHLINE I 75 Work Rml " 30"X 14" SA Storage 110 TO ROOF c SG 1 10 25 DOWN FROM 12"0 cO n EG 1 EF-1-2 F- -1 75 F75 » � 50 I 119 RTU-1 x 1 50 we 9 VAV-1-3 I 00 0 J 6"0 UP 129 i 965 CFM ` TO ROOF Storage 6 I LL = _ 25 4"0 SG-5 10"o 10" 0 6"0 UP �50 6"0 80 1o9 I VAV-1-1 TO ROOF I VAV-1-2 I _ 1 50 Reception i 1220 CFM - 1-941 - 25 - � 1040 CFM 107 ttri ttttttttttttfftttttttttttrlItr11ttr� I� I 25 'wc2 24"X24" SA SG- �- T RG 1 T DOWN FROM RTU-2 - 200 200 r- 1020 - 150 75 9 a Gam; 320 lab) blood � yY I I 24"X 14" 18"X 14" �� 8" o J e 131 44"X 18" RA �� Hall F 8" 0 I SAC=6 UP TO RTU-2 a 270 — - — - 135 i SG -IC) 6' Storage 4 50 lam. is "0 50 1 � j U Storage S — L — I I I SG_23 SG-23 I N ao i j N i 385 385 1 l I 0-- -----1 � o SG 6 Lo 270 F 80 X 29. i\ N I U r7 N N •— X s c 22"X14" 18"X14" 14"X12" 12"X12" 8"0 t 12 "0 x 134 N------ Shared Medical BS-14 855 N 18"X14" 350 12" o 18"X14" X — [O 14"X 14" RG -14 855 & N SG-24 390 80 IDSG-6 270 75 4" 11 00 1 SG-1 Vestibule EG-6 25 100 10" o REVIEW DATE �� CITY OF ZEPHYRH LL PLAN EXAMINER TG-2 100 TG— 10" 0 100 6"0 UP TO i�ROOF -1-5 25 SG-2 8"0 1 U- I U & 1 I .0 > ^ I I I --- 1-- 02 Security 10"o ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, - - -- NATIONAL ELECTRIC CODE,_ - AND THE CITY OF ZEPHYRHILLS ORDINANCES EG-3 150 SG-7 265 alN 103 Armory SG-1 265 SG-7 265 e 0 SG-7 265 8"0 UP TO ROOF TG_2 100 TG -1 8 0 100 105 $torage1 SG-10 1oa 1!SG-3 50 Holding Rm 100 e I 8"0 101 Waiting Room 1.1 urine 0� EG-4 EF_3-1 125 50 50 tD 270 SG-6 270 SG-6 270 e a- 106 Office HVAC LEGEND 4-WAY DIFFUSER RETURN/TRANSFER/EXHAUST GRILLE SIDEWALL GRILLE/REGISTER ' BALANCING DAMPER O THERMOSTAT/HUMIDISTAT a-- MOTORIZED DAMPER AD ACCESS DOOR D--- FIRE DAMPER O SMOKE DETECTOR UNDERCUT DOOR This (tern has been .1"rry electronically signed and .���Q E • ••' - -_-_- _ �ENS Digitally signed b sealed by Stephen Moms, P. E. Z,l r'•� F•'•.1;�: � � � Y -_.....,. on the date noted in the arq;' No89923 N==Stephen J Morris digital seal, using a Digital H A H N Signature. _-e; * ,Q.` Printed pies of thin ^9'•. STATE Or �,= Date: 2020-11-13 15: document nl are not considered �� ••.•� �: ENGINEERING, INC. signed antl sealed and the �.,Ps [ O R ��•'G` �� 43: 33 signature must be verified on `'4 SyONAEao', any electronic copies. nuull`� MECHANICAL & ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy. Tampa, Florida 33629 T: 813.831.8599 W: www.hahneng.com C.O.A.# St FILE NAME. 1802a-MECH dwg U %oltampa URBANoRDERAampa, Inc. 5006 south elberon street 33611 013.832.5557 aa2002460 ['L R o mpa, Ih Thee plYn en copyrighted and are subject to **ydghtpm ictpn n M •a,chaacluW work' under section 102 of it* copyright act. 11 u s o as amended December 1990 and knaven a amhulecNml works copyright pmYcaon act of 1*0 The prowbon includes, but a not limited w the overall bum a, wen s,s ensng-1 and comyasmon ofapace, end elements of Me design. Under such protp. to uneuM.—c! use of these plane, wank or home cpros P d, can split reutt n Me —at,. uA mnnlnn:tron It bwldngs being seized and/or nnawry compeneaeon to 11RaM.RDERna rvs nc , F lends, ueginbekan AAM24W ISSUE DATE 09/21 /2020 REVISIONS 0 is m _0 LL L r V) W !E N iiass- 1— a Q CN \ / 00 I**--Q c M J N t. DATE: 11/13/2020 „ DRVVN: CHKD: 4 SCALE I_ -- SHEET NUMBER M 1 ■ Zephyrhills exam 9 SG-9 230 � I 12' 0 ' 10 o SG_21 340 ' -- lic 2 X2=10-0 SQ-15 122 I 10"t �3 10 0i 2 '0 _ 100 12"0Consult 4 230 75 F71 230yr—� ttampa 10"0 '�� URBANoRDER.tampa, Inc. O 2 5006 south elberon street 33611 158exam 10 340 813.83a.55ar xva2UU7480 SG , o arrpa, me mot. � �� � � � � � � � .� These plena are copynghted and ee subject to 100 EC�-1 $ ,-3_ 75 10'0 r15� � 230 138 1 230 L139 j capynghiprobchmneaa�arehitecturBlwak�aada Hall C �'—� 10 "0 aeeti d d Decent 1 90 n a a . nc 22 "X . emendetl Daelnber 1990 and knam ae architectural SG 9 exam 2 wake copynphl prom bon of 1990 1h. Hall 23O r i) In J`'`1 E--�— EG 1 form a, and slonnot, of the end sign under on of such 3 -.d S 230 prolectim in Was, but a not hmued to the _W1 d r (` _ 1 1 i1 have rep—nwd — ispily result o under ru—b.o \ LG �) V 1 votecbon, unnnmm: ed uon of mmo plans. work r,r Li 25 _ wc810110 to moneey cot"-aooW JRae N.9OEIgtsnpn in, 25 23 9 .t� -75 FSz=1 ko �S�14 50 ; , 25 "� 25 230 N Fbamgaanbmnn26Gozaeo ez. rn 75 50 l c t3 �-= 6" 0 UP SG-1 �29 l� 965 CFM 1 TO ROOF 25 Storages I 1 � ISSUE DATE 09/21/2020 50 6"0 UP `° "'•�--- J -- — 80 r REVISIONS 50 TO ROOF I 6"rb UP 50 6"0 I � 50 ' TO ROOF SIG-10 50 MATCHLINE — s— — � � � � iiiiiiiiiiiiiiiis mob -,C===J- r RG-3 230 RG-3 230 I I x 15 SSG-9 mh 3 30 RG-3 230 14"X 14" INI RG_ 12 >—e 640 l _ HVAC LEGEND 4-WAY DIFFUSER RETURN/TRANSFER/EXHAUST GRILLE SIDEWALL GRILLE/REGISTER BALANCING DAMPER O THERMOSTAT/HUMIDISTAT o-- MOTORIZED DAMPER AD ACCESS DOOR C— FIRE DAMPER O SMOKE DETECTOR �- UNDERCUT DOOR w z J S U Q SG--6 270 .$G-6 270 75 6 "0 TO F HAHN W 0 -� -0 LL M U Q W T N N L a Q 00 N s DATE: 11 /13/2020 DRWN. S.J.M. CHKD: S.J.M. SCALE 1/4"=V-0" SHEET NUMBER 653 M1 m2 ENGINEERING, INC. MECHANICAL &ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy Tampa, Florida 33629 T. 813.831.8599 W: www,hahneng.com C.O.A.# 5 FILE NAME. 19029-MECH dwp W Z J S U F— Q I CC PAD FOR PORTABLE GENERATOR MAIN DISCONNECT ATS-SB ATS-LS _ R -10 RG_9 - 370 225 8"0 1 77 RG 8 8"� Storage Medical RG-8 179 8"0 _ I 174 l0"0 Sto.MedF176Equipment 185 General 185 Receiving RG 2 i10 172 EG-1 RG_8 W100 Work Roorn I Conference Rm . 75 185 SG 16 SG-18 12"0 12"X12" iv 12"o 10"0 6 0 185 I 370 X �G I ON 6 �_ 16 8"2 N 8" 185 gp 185 iio hat EG_6 SG2 -T 181 100 220 1 SG-13 5 I --- 100 SG-1 I r 12"X12" 12"0 10"o 8 75 "0 25 Ler' Lc / 2 DOWN FROM RTU-3 6"0 UP 50 a EYE WA -_ TO ROOF - — - S 355 18"X12" 10 VAV-3-5 8"o 355 1290 CFM "� I "� 26"X14" ,,� I 34"X12" I ( 20"X12 14 " 6 I q I -- --- — — — — 1 0� 1 VAV-4-1 1 2040 CFM 1 6 0 12"'' I 8 50 I , I\ 9 XC"I I ---- ---- -J 5G 10 N 12"sb 6„� UP 30 s N RG 3 ``�� N - -- -- EF 3 2 147 50 I SG-1 TO ROOF 0 ` — — 178 N "" RG-3 UP Medications 25 w a0 Electrical T 0 O 7F 128 TO ROOF 10„ 34"X22" RA 127 UP TO RTU-3 175 S Consult 3 x ------1 wc4 SG-8 ,� o ; s I� 1 a0 -1 75 T 100 10"0 R 1SG-13 00 QO I I 12„0 50 I 75 > Do - 1 -- _ l --- - - - �lo N------� T 00 ----- rn o 1 2" 0 e r7 U N X 6 0 1117 I I 1 wI N _—_ J 145 N I Tele Health 1 1� � i n O CN O t7 r Z— Health S 355 4 I 4 N > rn 10" > LO 1 Q 1 s \ 10"o I 10" Q ; f I00 1 RG 3 -- - co ---� -- o \ 12 1 -- 230 6 0 280 RG 3 i_v - ---- - -- 230 230 X / 10"o 10"o 1S100 T I N / SG-9 x 230 10"4 N RG-3 1 -c, iv l 0"� 230 10" o `r 10" o RG-5 320 10110 50 12"0 I � T 111 X � Hall A 4"0 IC-71 SG-21 I & N nn. e X I 340 N _ N SG_12 6" 0 230 320 6"0 UP 25 I 124 10"0 115 TO ROOF Tele-Health 2 116 I _ s. Podiatrist 173 I RG_3 8 R� lab l blood 143] Shared Document Area 1 230 _ 5 N " 240 O we 1 X9 .- r I 230 k#- - -- -. N== SG-14 RG-3 X jJ O 150 10"0 230 � i 10"o 75 I - 10"0 SG-1 1 6"0 UP 114 ? - j"It 240 TO ROOF 75 _� urine 12 "0 10"o 1 G"0 G- 1 123 SG-10 R - 1i 50 230 SG g r 340 I Consult 2 230 9 -- --_._ EF-3-1 125 10"0 Q SG-9 75 230 N N 6e.0 N 230 6"0 UP SG-8 755 o TO ROOF C� 15 I S2100 G-3 I 10" o RG 2 30 I 12"0 I 230 75 �12� 100 T SG-9 CIPC• Pharmacy 10" 0 10"b SG 21 I 112 340 C 1 5 1,00Consult 1 RG_ ffI, __ I 1 ia- c-" ;8 230 SG-9 �9� — " a er i I I i 44"X18" I fall ' 230 examl — 10"� 22'X14 30 X14 I i i i ro X , g RG-3 EF-2-1 EG-1 N i 100 i 1020 1020 "� ..� t� .23.E �. ..� MATCHLINE 75 Work Rmlj 6 o Jr I 5G-1 10"0 N 30"X14" SA - Storage 11-10 EG 1 TO ROOF EG 1 75 EQ1 u0 SG-10 50 �, 25 RTU N1 FROM 12" 0 X � ��� 75 50 l I I VAV-1- 1 ib 6 6" 0 UP 51 12� 1 I*C:j965 CFM I T TO ROOFS Storage I i' g 4"� i I \` 10"�+ -- 10'0 6"0 UPTO ROOF'0 6"0 - 80 ti3R I V6V-1_7 t50 Reception 1 1220 CFM 1 1040 CFM 1 NZSG-1_ 1 108 25 107 tl� 1� I� ttttl1� 9 I I I W" 1 25 we 2 4"X24" SA2� SG-22 L------ T RG_1 --- ----- FROM RTU-2 200 200 r 1020 �vl 50 50 24"X 14" 18"X 14" ,� 80 'X18" RA 8e'0 I 2SG-_6 - - FO RTU--2 e 265 270 T HVAC LEGEND 4-WAY DIFFUSER RETURN/TRANSFER/EXHAUST GRILLE SIDEWALL GRILLE/REGISTER BALANCING DAMPER T THERMOSTAT/HUMIDISTAT -e — MOTORIZED DAMPER AD ACCESS DOOR D— FIRE DAMPER OS SMOKE DETECTOR UNDERCUT DOOR U -enpa URdANoROER.tampa, Inc. 5006 south elberon street 33611 813.832.5557 aa2002460 IUKbANOKutK.tampa, IIIC. These ties. ee ooppIthmd end - subject to 00pynghl prossi as an'mchuectursl wok' undo, seeben 102 of the copynpht sd 17 u s o es mended December 1990 end known as wmhnociuel work. copynghl peteclon ect of 1990 The proleceon include but is not limited to the ovaeel toms a well a emingement and comp-mon d specee and slemenn of the design under such peled". mauthonmd ues of these peens, work ome e-of hpented, can Insley resell m Mcesen e on d wne W ceon a buddmpe bang sated endW monalry c-thim,neen to t1RBANORDERAi mpa me . Flonde egsunhen AAM2ed0 ISSUE DATE 09/21 /2020 REVISIONS n m _O LL Fees N ti � Q CV � � CO N W0 z z WS Q Z W Lt_ _ DATE: 11 /13/2020 DRWN. S.J.M. CHKD. S.J.M. SCALE. 1 /4"= V-0" HAHN ENGINEERING, INC. MECHANICAL & ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy. Tampa, Florida 33629 T: 813.831.8599 W: www.hahneng.com C.O.A.# 56 FILE NAME 18029,MECH dwg SHEET NUMBER M1 3 ■ «Ni iyiinuo 10"0 UP T� nnnr 1163 Shared Medical Apts. 2 I I v M %-/ I L— V L I V V 4-WAY DIFFUSER RETURN/TRANSFER/EXHAUST GRILLE SIDEWALL GRILLE/REGISTER BALANCING DAMPER O THERMOSTAT/HUMIDISTAT Ma-- MOTORIZED DAMPER AD ACCESS DOOR D-- FIRE DAMPER OS SMOKE DETECTOR UNDERCUT DOOR 365 I I -17 T 755 �/"� SG 28 16 66" 0 �a I rr 8.,� N x 0 00 x 0 uO w z J U Q 1 I 7 11 8 "0 8 0 I 1741 170 172 I - Extended Team Area 1 E75 1 RG_8 Work Room Conference Rm 75 10"0 8"0 185 S 16 SG-18 370 00 ao 8.e� SG-27 �7 050 �220 220 15`��12"X12" W80 5"0 UP TO ROOF I SG-24 VAy-3-5 355 18"X12" , 2.90 CFM 26"X 14' 14"0 26"X 14" �� I I I Iq VAV-4-1 6"0 165 2 2040 CFM i\ Hall E `t I 50 L X--- ---- -- ------ N 12"0 6"0 UP 10'0 NC7\ 0 ' SG-�_ TO ROOF _ Medications 25 L` --- I LLJ 528 146 230 0 75 exam 7 ; I U It 5 z� SG-9 I L I 00 — 7 ' N 230 �t U I 50 - I 75 I LC) I ;r - > > � 12"0 T AS Womens Health 355 10"0 10"0 I 10"0 X S 29 x 6"0 \ 280 N I 8G- RG-18 230 1 C 250 SG-15 X I 10"0 100 T I 5-(� 9 230 0 -19 0 280 I 126] Exam 1 12 "0 I I 10"0 50 12 "0 I ,0"0 ��11 `r 1� 4 0 340 x exam 6 ea 2 00 6"0 UP S21 5 SG-28 TO ROOF I 191 ""ll 250 e � - 17 J 3S� 1 l I 11431 d Shared Document Area 1 I 230 5G5 2 1 L' SG-9 I140 230 75 �75 L `Lou 4"0 exam 4 -- 6"0 UP SG -1 - - TO ROOF 25 - -- - 50 6'0 UP 50 TO ROOF 50 50 24"X24" SA 2 S700""� L- MATCHLINE � � � � � � � � � � t� 1� � 1� � � � � DOWN FROM RTU-2 1' 12"X10" 16"X12" 22"X12" � / 24"X14" 18"X14' 'sl 2a d •n _ oo no 1 � / 44"X18" RA P r,Lit - UP TO RTU-2 SG-9 I — I I U U I SS�137 _35N —10 Q if) 2 00 Storage3 Storage 4 - 230 50 rg RG_3 & X C� 230 50 U I I 1: A ::� — LO SG 23 � N --- , 0"0 I 151 `.v .J1 10'0 , 10"0 c 00 I I N � I wl Ii I > - I 385 CN .i 5G-9 COncr.l!1: I230 qz I SG-21 340 I I I SG-9 230 I I122 i RG-3 qz I Consult 4 230 340 10"c I EG-1 75 SG_ L I $G-10 50 25 - � 119 50 we 9 j L129. i I Storage 6 I LL 4"0 co _ I 6"0 UP 50 6"0 TO ROOF SG-22 200 NA I 8' 0 H ENGINEERING, INC. MECHANICAL & ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy. Tampa, Florida 33629 T: 813.831.8599 W: www.hahneng.com C.O.A.# 5 FILE NAME 18029-MECH dwg SG-6 270 U0--P2 URBANoRDER.tampa, Inc. 5006 south elberon street 33611 813.832.5657 aa20024r10 JURBANoRutH.tampa, Inc. These plane are copyngmtd and Bra subject to Copyright protect on ae an'arcn lector" work' under sect on 102 of the copynght act 11 u s o as wrbnded December 1990 and known es arch le W4 worts wpyngh, pro -non xl M 1990 The prole bw mcludas Wig not hmded to the overall bon. wall ae enangerrent mid —ponen of ceo epanandelemenlaofthe denigo odereuch pmlecdo,, uoauth—d use of these plane. work m home represented, can bgafly result in the coesalwn or onmcb.n o, bBeding, O.og na-d.,Va —namry —pensabn toua9auoa0ewtampa ,nc Ftonda napnn ton AA26002460 ISSUE DATE 09/21 /2020 REVISIONS n is -E asau LL U) n� W W a- N L � N CO I(D M N �:0z zrWn� V a_ U�Cr Q-1O z I I W DATE 11/13/2020 DRWN. S.J.M. CHKD. S.J.M. SCALE. 1 /4"=1 '-0" SHEET NUMBER ■4 653 M1 LCIJI lyl 1IIIIJ c I .I 10"0 EXHAUST OUTLET 6"0 EXHAUST OUTLET V L� 6"0 EXHAUST OUTLET L 6"0 EXHAUST OUTLET 6"0 EXHAUST OUTLET 6"0 EXHAUST OUTLET L� 6"0 EXHAUST OUTLET L 6"0 EXHAUST OUTLET 8"0 EXHAUST OUTLET 6"0 EXHAUST OUTLET 11 6"0 EXHAUST OUTLET 6"0 EXHAUST OUTLET 6"0 EXHAUST OUTLET-1. HAHN 0ampa URBANoRDERAampa, Inc. 5008 south elberon street 33611 813-832.5557 aa2002460 YRBANORDER.tampa, Inc. These plane are copynghted and are subject b copyright proWtum as o'rechitec.Nmi work' under sechch 102 of she ropynght act 17 u a o as amended December 1. and known as archrleclurel works copynght protection act of 1990 The protection WWI. but 1, trot 1un11&1 In he ."I I— as well as armngen»nt and compoallon of spacesandelementa ofthedeeip u,da,,.h protecton, unauthonced use of Nees plans, work or home rapraeented, can legally rnauh in the —.soon of conetmcbon s bwldings bang—d andlor vmelary cnmpenaahon to URRAWDERJtampa inc Flcdda reg=bcn AA26002460. ISSUE DATE 09/21 /2020 REVISIONS 0 `6 J m _0 LL Y / W -t N Paa— Y' � Q N oo ti � C'7 N DATE. 11 /13/2020 DRVW S.J.M. CHKD: S.J.M. SCALE 1/4"=1r-0" SHEET NUMBER M -2 Zephyrhills ENGINEERING, INC. MECHANICAL 8 ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy. Tampa, Florida 33629 T: 813.831.8599 W www.hahneng.com C.O.A.# 5 FILE NAME. 18029-MECH dwg ROOM BY ROOM SYSTEM VENTILATION TABLE ROOM # SPACE UNIT SERVING AREA (ft2) ROOM HEIGHT (ft) VOLUME (ft') MIN OA ACH MIN TOTAL ACH RELATNE PRESSOR E 100% EXHAUST MIN OA (CFM) MIN TOTAL AIR (CFM) OUTSIDE AIR CFM PROVIDED TOTAL AIR CFM PROVIDED SUPPLY AIR CFM PROVIDED TRANSFER AIR (CFM) EXHAUST AIR (CFM) RETURN AIR (CFM) RTU-1 100 VESTIBULE RTU-1 61 9 544 0 10 - Y 0 91 4 100 25 75 100 0 102 SECURITY RTU-1 109 9 971 2 4 0 N 32 65 26 175 175 -175 0 0 104 HOLDING ROOM RTU-1 44 9 392 0 6 - Y 0 39 8 50 50 75 50 75 103 ARMORY RTU-1 35 9 312 2 4 0 N 10 21 4 50 25 25 50 0 105 STORAGE 1 RTU-1 64 9 570 2 4 0 N 19 38 15 100 100 -100 0 0 101 WAITING ROOM RTU-1 1315 18 11835 2 6 0 N 395 1184 404 2690 2690 320 0 3010 106 OFFICE RTU-1 100 9 895 2 6 d N 30 90 30 200 200 -200 0 0 109 RECEPTION RTU-1 135 9 1208 2 6 0 N 40 121 39 260 260 -260 0 0 108 W.C. 1 RTU-1 47 9 421 0 10 - - Y 0 70 4 75 25 50 75 0 107 W.C. 2 RTU-1 46 9 412 0 10 - - Y 0 69 4 75 25 50 75 0 119 W.C. 9 RTU-1 48 9 430 0 10 - - Y 0 72 4 75 25 50 75 0 TOTAL = 2004 17989 TOTAL = 526 1857 540 3850 3600 -90 425 3085 RTU-2 152 MH 1 RTU-2 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 154 MI-12 RTU-2 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 156 MI-13 RTU-2 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 151 HALL G RTU-2 157 9 1335 0 4 + N 0 89 14 95 95 -95 0 0 155 MH 6 RTU-2 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 153 MI-15 RTU-2 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 150 MH 4 RTU-2 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 137 STORAGE 3 RTU-2 18 9 161 2 4 0 N 5 11 8 50 50 -50 0 0 136 GRP THERAPY RM RTU-2 298 9 2667 2 6 0 N 89 267 89 590 590 0 0 590 134 SHRD MEDICAL RTU-2 343 9 2916 2 6 0 N 97 292 105 700 700 0 0 700 135 STORAGE 4 RTU-2 18 9 161 2 4 0 N 5 11 8 50 50 -50 0 0 130 W.C. 8 RTU-2 43 9 385 0 10 - - Y 0 64 4 75 25 50 75 0 131 HALL F RTU-2 553 9 4949 0 4 + N 0 330 60 400 400 -370 0 30 132 PT RTU-2 691 9 5874 2 6 0 N 196 587 233 1550 1550 0 0 1550 133 STORAGE 5 RTU-2 85 9 720 2 4 0 N 24 48 24 160 160 -160 0 0 TOTAL = 2956 25542 TOTAL = 629 2336 750 5050 5000 -675 75 4250 RTU-3 110 WORK RM/STOR RTU-3 51 9 434 2 4 0 N 14 29 15 100 100 0 0 100 113 H.A.S. RTU-3 100 9 850 0 10 -- Y 0 142 11 150 75 75 150 0 112 CONSULT 1 RTU-3 124 9 1054 2 4 0 N 35 70 35 230 230 0 0 230 114 URINE RTU-3 81 9 689 0 10 - - Y 0 115 8 125 50 75 125 0 115 TELE HEALTH 2 RTU-3 125 9 1063 2 4 0 N 35 71 36 240 240 0 0 240 116 LAB/BLOOD RTU-3 169 9 1437 2 6 0 N 48 144 48 320 320 0 0 320 117 TELE HEALTH 1 RTU-3 125 9 1063 2 4 0 N 35 71 35 230 230 0 0 230 118 AUDIO RTU-3 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 178 ELECTRICAL 2 RTU-3 65 13 813 0 0 0 N 0 0 15 100 100 0 0 100 111 HALL A RTU-3 247 9 2100 0 4 + N 0 140 23 150 150 -150 0 0 165 HALL E1 RTU-3 352 9 2992 0 4 + N 0 199 30 200 200 -170 0 30 181 BIO HID RTU-3 28 13 350 0 10 -- Y 0 58 4 100 25 75 100 0 180 MEP RTU-3 96 13 1200 0 0 0 N 0 0 15 100 100 0 0 100 179 RECEIVING RTU-3 100 9 850 2 4 + N 28 57 28 185 185 0 0 185 177 STORMED GEN RTU-3 99 9 842 2 4 0 N 28 56 28 185 185 0 0 185 176 STORMED EQUIP RTU-3 118 9 1003 2 4 0 N 33 67 34 225 225 0 0 225 174 CONFERENCE ROOM RTU-3 190 9 1615 2 4 0 N 54 108 56 370 370 0 0 370 121 OPC PHARMACY RTU-3 123 9 1046 2 4 + N 35 70 35 230 230 -75 0 155 122 CONSULT 4 RTU-3 125 9 1063 2 4 0 N 35 71 35 230 230 0 0 230 123 CONSULT 2 RTU-3 125 9 1063 2 4 0 N 35 71 35 230 230 0 0 230 125 CONSULT 5 RTU-3 125 9 1063 2 4 0 N 35 71 35 230 230 0 0 230 124 PODIATRIST RTU-3 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 126 EXAM 1 RTU-3 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 127 CONSULT 3 RTU-3 125 9 1063 2 4 0 N 35 71 35 230 230 0 0 230 175 W.C. 4 RTU-3 42 9 357 0 10 - - Y 0 60 4 25 25 50 75 0 120/128 HALL B RTU-3 263 9 2236 0 4 + N 0 149 23 150 150 -150 0 0 TOTAL = 3373 29427 TOTAL = 595 2206 720 5025 4800 -270 450 4080 RTU-4 165 HALL E2 RTU 383 9 3256 0 4 + N 0 217 45 300 300 -220 0 80 173 SHARED DOC AREA 1 RTU-4 943 9 8016 2 4 0 N 267 534 252 1680 1680 0 0 1680 172 WORKROOM RTU 99 9 842 2 4 0 N 28 56 28 185 185 0 0 185 171 W.C. 5 RTU-4 70 9 595 0 10 - - Y 0 99 4 75 25 50 75 0 170 EXTENDED TEAM AREA 1 RTU 230 9 1955 2 4 0 N 65 130 66 440 440 0 0 440 168 CMO RTU 99 9 842 2 4 0 N 28 56 28 185 185 0 0 185 167 NURSE RTU-4 99 9 842 2 4 0 N 28 56 28 185 185 0 0 185 166 CLEAN UTILITY RTU 59 9 502 0 4 + N 0 33 11 75 75 -75 0 164 LOUNGE/LOCKERS RTU-4 294 9 2499 0 8 - Y 0 250 49 400 325 75 0 163 SHARED MED APPTS 2 RTU-4 383 9 3256 2 4 0 N 109 217 110 730 730 0 730 162 STORAGE 2 RTU-4 28 9 238 2 4 0 N 8 16 4 25 25 -25 M 0161 COMMUNICATIONS RTU110 9 935 0 2 + N 0 31 23 150 150 -75 75160 EXAM 8 RTU124 9 1054 2 6 0 N 35 105 35 230 230 0 230159 EXAM 9 RTU1t 125 9 1063 2 6 0 N 35 106 35 230 230 0 230 158 EXAM 10 RTU�1 124 9 1054 2 6 0 N 35 105 35 230 230 0 0 230 157 HALL D RTU-4 452 9 3842 0 4 + N 0 256 38 250 250 -250 0 0 149 W.C. 6 RTU-4 46 9 391 0 10 - - Y 0 65 4 75 25 50 75 0 148 JAN RTU-4 34 9 289 0 10 - - Y 0 48 4 75 25 50 75 0 169 SHARED DOC AREA 2 RTU-4 765 9 6503 2 4 0 N 217 434 218 1450 1450 0 0 1450 146 EXAM 7 RTU-4 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 144 EXAM 6 RTU-4 125 9 1063 2 6 0 N 35 106 38 250 250 0 0 250 142 EXAM 5 RTU-4 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 140 EXAM 4 RTU-4 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 138 HALL C RTU 266 9 2261 0 4 + N 0 151 30 200 200 -200 0 0 147 MEDICATIONS RTU-4 37 9 315 2 4 + N 10 21 8 50 50 -50 0 0 145 WOMENS HEALTH RTU 140 9 1190 2 6 0 N 40 119 42 280 280 0 0 280 143 W.C. 7 RTU 60 9 510 0 10 - - Y 0 85 4 75 25 50 75 0 141 EXAM 3 RTU-4 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 139 EXAM 2 RTU 125 9 1063 2 6 0 N 35 106 35 230 230 0 0 230 129 STORAGE 6 RTU 39 9 351 2 4 0 N 12 23 15 100 100 -100 0 0 TOTAL = 5759 48971 TOTAL = 1130 3853 1320 9075 8800 -720 700 7380 HVAC systems have been designed in accordance with VA HVAC Design Manual -November 2017 PACKAGED DX VAV RTU SCHEDULE �� RTU-1 RTU-2 RTU-3 RTU-4 MANUFACTURER TRA NE TRA NE TRA NE TRA NE MODEL HORIZON HOPoZON HORIZON HORIZON SIZE D010 D012 D012 D020 ENERGY EFFK.IENCY RATING (EER) 11.3 10.9 11.0 10.3 PFiY SICA L DIMENSIONS MAX UNIT LENGTH (in) 146.0 146.0 146.0 146.0 MAX UNIT WIDTH (in) 95.3 95.3 95.3 95.3 MAX UNIT HEIGHT (in) 68.6 68.6 68.6 68.6 MAX UNIT WEIGHT (Ibs) 2676 2805 2805 3039 INDOOR FAN DATA TOTA L FAN CFM 3600 5000 4800 8800 EXT. STATIC PRESS. (in. H2O) 2.0 3.0 3.0 3.0 TOTAL STATIC PRESS. (in. H2O) 2.53 3.63 3.63 3.96 FA N MOTOR BHP 1.82 2.82 2.82 5.3 FAN MOTOR HP 3.0 5.0 5.0 7.5 FA N TY PE DIRECT DRIVE PLENUM DIRECT DRN E PLENUM DIRECT DRIVE PLENUM DIRECT DRIVEPLENUM FILTER DATA PRE -FILTER #1 (MERV) 8 8 8 8 PRE -FILTER #2 (MERV) 11 11 11 11 FINAL FILTER (MERV) ---- 14 14 14 MAX FILTER FACE VELOCITY (fpm) 500 500 500 500 COOLING SECTION DATA TOTAL COIL AIRFLOW (CFM) 3200 3500 3500 6000 OUTSIDE A IR (CFM) 475 590 640 1285 NET COOLING CAPACITY (MBH) 122.5 141.7 142.5 230.7 NET SENSIBLE CAPACITY (MBH) 83.5 92.2 91.8 149.7 COOLING COIL ENTERING AIR TEMPERATURE (°F){DB/WB) 77.2/65.6 77.5/66.0 77.7l66.3 78.2/66.9 COOLING COIL LEAVING AIR TEMPERATURE(°F)(DB/WB) 52.2/52.2 51.8/51.8 52.1l52.1 53.6/53.6 EVAPORATOR FACE AREA (FT-) 10.42 10.42 10.42 17.36 EVAPORATOR ROWS/FINS PER INCH 6/14 6/14 6/14 Door a tor,, pa VFW EIRBANoFND7FR.tampa, mc. �006 sr„t11 en)C'0-1 SFr Cc! 33F �.1 813. 852. 5557 ,02ooza6, JRB t� tampa, I`:i Theme piano re cpydghted and re eubpd b copynghl probcW a w'achitacrrai wak' under wcuon 102 of dr cwynght act. 17 u a o. a allanded Dewty 1990 and known a b"I*Gral wake copydghl prouxbon xl d 19W The pmlxean mdudw but M wt Weed Po the ."I lam a "ell a ernnW-1 end wn9wd"rl of epaca and eler %of the dair, wdr such pMwbv% unwthumed use of Mae plena, work a home rep"Med, ca k galy molt r Me caeaon a=strucbon a buNdmp being aamd ands monalry -manarb. b URBAWDERMmpa i-, Fk>nde ngneaem PA20002180. ISSUE DATE 09/21 /2020 REVISIONS .ter � - m O .� U. Q 1• '-' W N � W y CO N U J Q D �' W I U t1) DATE: 11 /13/2020 DRWN: S.J.M. CHKD: S.J.M. SCALE: N.T.S. SHEET NUMBER ENGINEERING, INC. M�3 MECHANICAL & ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy. Tampa, Florida 33629 T: 813.831.8599 W: www.hahneng.com C.O.A.# 56,53 FILE NAME'. 18029-MECH.dwg Zephyrhills 6/14 rHAHN f HVAC DESIGN CRITERIA TEMPERATURE OUTDOOR ('F) INDOOR ('F) SUMMER 92.1 DB/77.8W6 75'/509RH WINTER 42.4' DB 68' DB RTU-4 VAV BOX SCHEDULE Mark VAV-1 VAV-4-2 VAV-43 VAV-4-4 VAV-4-5 VAV-6 VAV-4-7 Manufacturer TRANS TRANS TRANS TRANS TRANS TRANS TRANS Model VCEF VCEF VCEF VCEF VCEF VCCF VCEF Max. CFM 2040 965 2415 1115 1185 325 755 Min. CFM 640 330 640 330 330 325 210 Inlet Duct (in.) 14 10 14 10 10 6 8 APD 0.01 0.03 0.01 0.05 0.05 0.11 0.11 Electric Heat (kW) 7.1 3.7 7.1 3.7 3.7 3.6 2.3 Electrical 208/3I60 208/3/60 20813/60 208/3/60 208/3/60 208l3/60 208/3/60 Steps 2 2 2 2 2 2 2 MCA 25.3 13.4 25.3 13.4 13.4 13.2 8.7 Max Fuse Size 30.0 20.0 30.0 20.0 20.0 20.0 15.0 Notes: 1. Pratde VAV with Electric Heating Coils. 2. Maximum acceptable Sound NC Lave) is 30 3. Sound Data based an 0.3" Inlet Static Pressure and ARI 885-98 (Discharge Sound) and ARI 885-98 Mineral Fiber (Radiated Sound) 4. 1" Foil -Faced Insulation with All Edges Encapsulated with Sheet Metal 5. Electric Heat with Mercury Contactors, Airiow Switch, Line Fuses, and Disconnect RTU-3 VAV BOX SCHEDULE Mark VAV-3-1 VAV-3-2 VAV-3-3 VAV-3-4 VAV-3-5 Manufacturer TRANS TRANS TRANS TRANS TRANS Model VCEF VCEF VCEF VCEF VCEF Max. CFM 830 895 920 865 1290 Min. CFM 210 210 330 210 330 Inlet Duct (in.) 8 8 10 8 10 APD 0.11 0.11 0.03 0.11 0.05 Electric Heat (kW) 2.3 2.3 3.7 2.3 3.7 Electrical 208/3/60 208�3/60 208/3l60 208/3l61 208/3/60 Steps 2 2 2 3 2 MCA 8.7 8.7 13.4 8.7 13.4 Max Fuse Size 15.0 15.0 20.0 15.0 20.0 Notes: 1. Provide VAV with Electric Heating Coils. 2. Maximum acceptable Sound NC Level is 30 3. Sound Data based an 0.3" Inlet Static Pressure and ARI 885-98 (Discharge Sound) and ARI 885-98 Mineral Fiber (Radiated Sound) 4, 1" Foil -Faced Insulation with All Edges Encapsulated with Sheet Metal P. Electric Heat with Mercury Contactors, Airflow Switch, Line Fuses, and Disconnect EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL TYPE CFM STATIC PRESSURE ELECTRICAL BACK DRAFT �� NOTES HP PHASE VOLTAGE EF-1-1 GREENHECK SQ-60-VG INLINE 75 0.25 1/15 1 115 YES 1,2 �-1-2 GREENHECK SQ-60-VG INLINE 75 0.25 1/15 1 115 YES 1,2 EF-1-3 GREENHECK SQ-60-VG INLINE 75 0.25 1/15 1 115 YES 1,2 EF-1-4 GREENHECK SQ-90-VG INLINE 150 0.25 1/10 1 115 YES 1,2 EF-1-5 GREENHECK SQ-70-VG INLINE 100 0.25 1/15 1 115 YES 1,2 EF-2-1 GREENHECK SQ-60-VG INLINE 75 0.25 1/15 1 115 YES 1,2 EF-3-1 GREENHECK SQ-70-VG INLINE 125 0.25 1/10 1 115 YES 1,2 �-3-2 GREBVHECK SO-70-VG INLINE 100 0.25 1/15 1 115 YES 2,3 EF-3-3 GREENHECK SQ-90-VG INLINE 150 0.25 1/10 1 115 YES 1,2 EF-3�4 GREENHECK SQ-60-VG INLINE 75 0.25 1/15 1 115 YES 1,2 EF-41 GREENHECK SQ-60-VG INLINE 75 0.25 1/15 1 115 YES 1,2 EF-42 GREENHECK SO-60-VG INLINE 75 0.25 1/15 1 115 YES 1,2 EF-43 GREENHECK SQ-60-VG INLINE 75 0.25 1/15 1 115 YES 1,2 EF-44 GREENHECK SQ-90-VG INLINE 400 0.375 1/10 1 115 YES 1,2 EF-45 GREENHECK S(�-60-VG INLINE 75 0.25 1/15 1 115 YES 2,3 1. INTERLOCK WITH ASSOCIATED RTU OA DAMPER 2. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. 3. UNIT SHALL OPERATE CONTINUOUSLY RTU-2 VAV BOX SCHEDULE Mark VAV-2-1 VAV-2-2 VAV-2-3 VAV-2-4 VAV-2-5 Manufacturer TRANS TRANS TRANS TRANS TRANS Model VCEF VCEF VCEF VCEF VCEF Max. CFM 2135 750 640 785 690 Min. CFM 640 210 210 210 210 Inlet Duet (in.) 14 8 8 8 8 APD 0.01 0.11 0.11 0.11 0.11 Bectric Heat (kW) 7.1 2.3 2.3 2.3 2.3 Bectrical 208/3/60 208/3/60 208/3/61 208/3/60 208/3/60 Steps 2 2 2 2 2 MCA 25.3 8.7 8.7 8.7 8.7 Max Fuse Size 30.0 15.0 15.0 15.0 15.0 Notes: 1. Provide VAV w ith 8ectric Heating Coils. 2. Maximum acceptable Sound NC Level is 30 3. Sound Data based on 0.3" Inlet Static Pressure and ARI 885-98 (Discharge Sound) and APo 885-98 Mineral Fiber (Radiated Sound) 4. 1" Foil -Faced Insulation w ith All Edges Encapsulated w ith Sheet Metal P. Electric Fleet w ith Mercury Contactors, Airflow Sw itch, Line Fuses, and Disconnect RTU-1 VAV BOX SCHEDULE Mark VAV-1-1 VAV-1-2 VAV-1-3 VAV-1-4 Manufacturer TRANS TRANS TRANS TRANS Model VCEF VCEF VCEF VCEF Max. CFM 1040 1220 965 375 Min. CFM 330 330 330 120 Inlet Duct (in.) 10 10 10 6 APD 0.03 0.05 0.03 0.23 Electric Heat (kW) 3.7 3.7 3.7 1.3 8ectrical 208/3/60 208/3/60 208/3/60 208/3l60 Steps 2 2 2 2 MCA 13.4 13.4 13.4 5.3 Max Fuse Size 20.0 20.0 20.0 15.0 Notes: 1. Provide VAV w ith Bectric Heating Cols. 2. Maximum acceptable Sound NC Level is 30 3. Sound Data based on 0.3" Inlet Static Pressure end ARI 885-98 (Discharge Sound) and ARI 885-98 Mineral Fiber (Radiated Sound) 4. 1" Foil -Faced Insulation w ith All Edges Encapsulated w ith Sheet Metal P. 8ectric Heat w ith Mercury Contactors, Ai BUILDING AIR BALANCE SYSTEM OA (CFM) EA (CFM) CFM POS. RTU-1 540 RTU-2 750 RTU-3 720 RTU-4 1320 EF-1-1 75 EF-1-2 75 EF-1-3 75 EF-1-4 150 EF-1-5 100 EF-2-1 75 EF-3-1 125 EF-3-2 100 EF-3-3 150 EF-3-4 75 EF-4-1 75 EF-4-2 75 EF-4-3 75 EF-4-4 400 EF-4-5 75 TOTAL 3330 1700 1630 NOTE: SECURE UNITS TO ROOF STRUCTURE. PROVIDE NECESSARY TIE -DOWNS AS PER ALL APPLICABLE WIND CODES. RTU OA HOOD WITH MOTORIZED DAMPER. MANUFACTURER'S UNIT CURB, INSTALL AS PER ALL MANUFACTURER RECOMMENDATIONS. SECURE UNIT TO STRUCTURE PER ALL APPLICABLE WIND CODES. CONDENSATE DRAIN WITH P-TRAP. SLOPED TO NEAREST ROOF DRAIN. 1 /4" STAINLESS STEEL CABLE (TYP. OF 4) 1 /4" U BOLT W/NUTS AND WASHERS (TYP) 1/2" EYE BOLT TIE TO STRUCTURE AS REQUIRED ROOF TYPICAL ROOFTOP UNIT DETAIL SCALE: N.T.S. 1" MIN. ANGLE OVERLAPS ON WALL AND SIDES J BREAKAWAY DUCT CONNECTION TO SLEEVE. PLAIN "S" SUP ON EACH SIDE SLEEVE OF SLEEVE --- DUCT 165" FUSIBLE LINK DAMPER FRAME ANGLE IRON SHALL NOT BE ANCHORED TO WALL ANGLE IRON J ON ALL SIDES CLEARANCE 1/4" BOLTS OR 1/2" LONG WELDS -MIN. OF TWO FASTENING PER EDGE ACCESS DOOR DL FIRE RESISTANT SEALANT (TYP.) WALL THICKNESS VARIES SEE ARCH. PLANS FIRE DAMPER DETAIL SCALE: N.T.S. JOIST (TYP.) \AAA/"ZV REFER TO DUCT SIZE ON DRAWING CEILING 18 GA. HANGER AIR DEVICE (TYP) SPIRAL STRAP (TYPE.) DUCT (TYP) EXPOSED DUCT HANGING DETAIL N.T.S. ELEVATION VIEW WALL SLEEVE DUCT DIMENSION (IN DIA. OR EITHER RECT.. DIM.) MINIMUM GAUGE 0-12" 26 13"-30" 24 31 "-54" 22 55"-84" 20 85"-UP 18 ANGLE IRON & FASTENER DIMENSIONS LENGTH MIN. ANGLE SIZE FASTENER LOCATION 0"-48" 1-1/2" x 1-1 /2" 8" ON CENTER 49"-56" 2" x 2" 6" ON CENTER 56"-UP 2-1/2" x 2-1/2" 6" ON CENTER NOTES: 1. WHERE MANUFACTURER'S INSTALLATION INSTRUCTIONS EXCEED THE REQUIREMENTS OF THIS DETAIL. THEY SHALL BE FOLLOWED. 2. FIRE DAMPER SHOWN - SMOKE DAMPER INSTALLATION IDENTICAL EXCEPT FOR DAMPER OPERATOR MECHANISM. 3. VERTICAL DAMPER SHOWN - HORIZONTAL INSTALLATION SIMILAR EXCEPT WITH SPRING LOADED DAMPER. 4. ASSEMBLY SHALL CARRY UL 555 LABEL 5. FIRE DAMPERS SHALL BE FACTORY FABRICATED AIR TIGHT, NOT SEALED BY THE CONTRACTOR OR ON SIGHT. INTERNAL INSULATION WHERE REQUIRED. - ROOF CURB ATTACHED TO zi--� STRUCTURE WITH #12 SCREWS AT MIN. 4" O.C. -� ROOF OPENING GOOSENECK PAINT TO MATCH ROOF ,---BIRD SCREEN W/ REMOVABLE FLANGE (ENTIRE ASSEMBLY TO BE PAINTED TO MATCH ROOF) ter -FASTEN GOOSENECK TO CURB WITH MINIMUM THREE #12 SCREWS PER SIDE ROOF CONSTRUCTION, SEE ARCHITECTURAL DRAWINGS. -DUCT, SEE DRAWINGS FOR SIZES. DUCT THRU ROOF DETAIL SCALE: N.T.S. NOTE: MODULE WITH NEGATIVE STATIC PRESSURE. (H) MI 1 INCI STATIC X=1/2 (H) (MINIMUM) DRAIN PLUG --,U TRAP D ETAI L SCALE: N.T.S. HANGER SUPPORTS SIZES SHOWN ARE FREE AREA GENERAL MECHANICAL NOTES 1. THESE DRAWINGS ARE INTENDED TO BE SCHEMATIC AND DIAGRAMMATIC IN NATURE AND ARE NOT TO BE SCALED. REFER TO ACTUAL SITE LOCATIONS FOR PLACEMENT OF EQUIPMENT. THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE IF THERE ARE SUBSTANTIAL DISCREPANCIES BETWEEN THESE CONTRACT DRAWINGS AND ACTUAL SITE CONDITIONS PRIOR TO CONTINUING WORK. CONTRACTOR SHALL MAINTAIN A RED MARKED SET AT ALL TIMES. 2. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO ORDERING OR FABRICATING ANY EQUIPMENT, DUCTWORK, ETC.. NO ALLOWANCES WILL BE MADE FOR THE CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING JOB SITE AND CONDITIONS. 3. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO OWNER AND LANDLORD'S PROPERTY DURING THE COURSE OF HIS CONSTRUCTION. THIS INCLUDES REPLACING DAMAGED CEILING TILES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THE INTEGRITY OF THE ROOF STRUCTURE. 5. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. 7. PROVIDE TURNING VANES IN ALL RECTANGULAR AND SQUARE DUCT ELBOWS. INSTALL DUCT WORK IN ACCORDANCE WITH SMACNA GUIDELINES. PROVIDE HANGER AND DUCT WORK ACCESSORIES AS PER SMACNA RECOMMENDATIONS. PROVIDE BALANCING DAMPERS ON ALL BRANCH DUCT TAKE OFFS. 8. ALL NEW DUCT WORK SHALL BE SHEET METAL AND HAVE A MINIMUM INSTALLED INSULATED "R" VALUE EQUAL TO 6.0 9. WHERE DUCT IS VISIBLE THROUGH DIFFUSERS AND/OR GRILLES, IT SHALL BE PAINTED FLAT BLACK. 10. ALL VOLUME DAMPERS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION OR AN ACCESS DOOR SHALL BE PROVIDED. 11. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITIONS OF ASHRAE, SMACNA, FLORIDA BUILDING CODE -MECHANICAL, NFPA, EPA, AND GOVERNMENT REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ARCHITECT LOCATION OF MAINTENANCE ACCESS PANELS WHERE REQUIRED. 13. ALL NEW SUSPENDED CEILING DIFFUSERS SHALL BE TITUS MODEL TMS-A SUSPENDED CEILING DIFFUSER, 24"x24", MAX NC=30, WITH OPPOSED BLADE DAMPER, NECK SIZE & CFM AS LISTED ON DRAWINGS. COLOR SELECTION BY ARCHITECT/OWNER. 14. ALL NEW SUSPENDED CEILING RETURN & EXHAUST GRILLES SHALL BE TITUS MODEL 350RL SUSPENDED CEILING GRILLES, 24"x24", MAX NC=30, WITH OPPOSED BLADE DAMPER, NECK SIZE & CFM AS LISTED ON DRAWINGS. COLOR SELECTION BY ARCHITECT/OWNER. 15. ALL SIDEWALL DIFFUSERS SHALL BE TITUS MODEL 300FL REGISTERS, MAX NC=30, DOUBLE DEFLECTION, WITH OPPOSED BLADE DAMPER, SIZE & CFM AS LISTED ON DRAWINGS. COLOR SELECTION BY ARCHITECT/OWNER. 16. ALL NEW SIDEWALL RETURN & TRANSFER GRILLES SHALL BE TITUS MODEL 355FL GRILLES, SLOPED BLADES, MAX NC=30, WITH OPPOSED BLADE DAMPER, SIZE & CFM AS LISTED ON DRAWINGS. COLOR SELECTION BY OWNER. 17. PROVIDE MANUFACTURER'S SUPERVISED STARTUP AND FOUR HOURS OF TRAINING ON NEW AC EQUIPMENT, CONTROLS, AND OTHER NEW ITEMS. REVIEW OPERATING AND MAINTENANCE PROCEDURES WITH OWNER'S APPROPRIATE PERSONNEL. PROVIDE OWNER WITH THREE SETS OF WARRANTY, OPERATION AND MAINTENANCE INFORMATION IN A BINDER LABELED HVAC EQUIPMENT 0&M MANUAL. 18. PROVIDE THE SERVICES OF AN AABC AND NEBB CERTIFIED TEST AND BALANCE AGENCY TO COMPLETELY BALANCE THE HVAC SYSTEMS. PROVIDE THREE SETS OF REPORTS TO THE OWNER (1 FOR THE ENGINEER). BALANCING SHALL BE COMPLETE PRIOR TO CEILING INSTALLATION. AFTER THE PROJECT RENOVATION AREA TEST AND BALANCE IS COMPLETE, THE TEST AND BALANCE COMPANY SHALL PROVIDE BUILDING PRESSURIZATION TESTING ON EACH OF THE MAIN ENTRY DOORS OF THE BUILDING AND RECORD THE BUILDING PRESSURIZATION. THE BUILDING SHALL BE OPERATE POSITIVELY PRESSURIZED (MINIMUM 0.02 INCHES W.G.) RELATIVE TO THE OUTDOOR PRESSURE. 19. ALL MATERIALS REMOVED AND DISPOSED OF SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. 20. ALL EQUIPMENT PROVIDED AND INSTALLED SHALL CONFORM TO ALL APPLICABLE WIND CODES. COMPRESSION STRAP ON FLEXDUCT TO ENSURE AIRTIGHT JOINT MINIMUM 3 EQUIVALENT DUCT DIAMETERS OF STRAIGHT DUCT ON AIR TERMINAL INLET RECOMMENDED. INLET DUCT CONTROL BOX - / DAMPER SHAFT/ACTUATOR MINIMUM 48" OF STRAIGHT DUCT DOWNSTREAM UNIT BEFORE FIRST RUNOUT. INSIDE OF THE DUCT SHOULD BE EQUAL TO DISCHARGE SIZE. ELECTRIC HEATER CONTROL AREA VAV BOX D ETAI L N.T.S. DETAIL APPLIES TO CUT INSULATION TO PROPER RECTANGLE AND ROUND DUCT LENGTH TO AVOID STAPLE 2" FLANGE THEN COMPRESSION OF INSULATION TAPE OVER THE JOINT. ADD MASTIC TO PROVIDE 2" MINIMUM VAPOR -TIGHT SEAL. THICKNESS FLEXIBLE FIBERGLASS INSULATION, R>! 8.0 l � - DUCT SEAL ALL DUCT - SEAMS AND JOINTS WITH HARDCAST (TYP.) NOTE SECURE INSULATION WITH WELDED STICK PINS ON DUCTWORK 24" AND LARGER. TYPICAL DUCT WRAPPING DETAIL SCALE: N.T.S. SPIN -IN FITTING: WITH AIR SCOOP & VOLUME DAMPER HANGER STRAP (TYPICAL) ROUND "SNAPLOCK" SHEET METAL FOR RUN -OUTS WITH INSULATION ® R=6.0 SHEET METAL 90' ELBOW �- L--------- MINIMUM RADIUS EQUAL TO THE FLEX DUCT DIAMETER ! SADDLE FLEXIBLE DUCT: INSULATED, DO NOT SAG OR KINK WRAP INSULATION ABOVE CEILING DIFFUSER AND PROVIDE CONTINUOUS VAPOR BARRIER FROM DUCT AROUND ENTIRE DIFFUSER. AIR DEVICE D ETAI L SCALE: N.T.S. NOTE 1. HANGER SUPPORTS SHALL BE PER SMACNA AND APPLICABLE SPECIFICATIONS. 2. ELBOWS SHALL BE SQUARE NECK (SAME IN AND OUT DIMENSION) WITH 2" DOUBLE THICKNESS TURNING VANES. 3. OFFSETS SHALL NOT EXCEED 30 DEGREE ANGLE, AND SHALL NOT REDUCE THE FREE AREA OF THE DUCT. 4. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION). 5. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45 DEGREE ENTRY TYPE, WITH METAL SLEEVE & CLINCH LOCK CONNECTION. ENTRY LENGTH SHALL BE 25% OF BRANCH DUCT WIDTH. 6. ROUND BRANCH DUCT CONNECTIONS SHALL BE SPIN -IN FITTINGS, WITH AIR SCOOP, DAMPER AND HANDLE. 7. FLEXIBLE ROUND DUCT SHALL INCLUDE: BLANKET INSULATION AT A MINIMUM 6.0 R VALUE, AN ALUMINUM FOIL OUTER VAPOR BARRIER, AND BE UL-181 APPROVED. 8. FLEXIBLE ROUND DUCT SHALL BE A MAXIMUM LENGTH OF 48" OR 105% OF THE DISTANCE BETWEEN THE TWO SHEET METAL DUCT CONNECTIONS, WHICHEVER IS LESS. DISCHARGE DUCT STRAP HANGERS TRAPEZE HANGERS HANGER STRAPS TRAP OR ANGLE SCREWS ROD HANGER STRAP � LOAD RATED FASTENERS L -LOAD RATED FASTENERS STRAP 50"DIA. MAX. ATTACHMENT 24" DIA. MAX. BAND OF SAME HANGER SIZE AS HANGER RODS STRAP HANGER NUTS (TYP.) RODS OR STRAP DUCT HANGER D ETAI L ANGLE IRON (TYP.) SCALE: N.T.S. MAXIMUM PAIR AT 10' PAIR AT 8' PAIR AT 5' PAIR AT 4' HALF OF SPACING SPACING SPACING SPACING DUCT STRAP RODE STRAP RODE STRAP RODE STRAP RODE PERIMETER WIRE WIRE WIRE WIRE 30" 1 "x22 GA. 10 GA" (0.135 1 "x22 GA. 10 GA » (0.135 1 "x22 GA. 12 GAS (0.106 1 "x22 GA. 12 GA" (0.106 ) - 72" 1 "x 18 GA. 3/8" 1 "x20 GA. 1 /4" 1 "x22 GA. 1 /4" 1 "x22 GA. 1 /4" P = 96" 1 "x16 GA. 3/8" 1 "x18 GA. 3/8" 1 "x20 GA. 3/8" 1 "x22 GA. 1 /4" - 120" 1.5"x 16 GA. 1/2" 1 "x 16 GA. 3/8" 1 "x 18 GA. 3/8" 1 "x20 GA. 1 /4" = 168" 2 1.5"x 16 GA. 1/2" 1.5"x 16 GA 1/2" 1 "x 16 GA. 3/8" 1 "x 18 GA. 3/8" -- - 192" --- 1/2" 1.5"x16 GA 1/2" 1"x16 GA. 3/8" 1"x16 GA. 3/8" 193" UP SPECIAL ANALYSIS REQUIRED WHEN STRAPS ARE LAP JOINED SINGLE HANGER MAXIMUM ALLOWABLE LOAD USE THESE MINIMUM FASTENERS: STRAP WIRE OR ROD (DIA) 1 "x 18, 20, 22 GA. - TWO 1 " 22 GA. - 260 LBS. 0.106" - 80 LBS. #10 OR ONE 1 /4" BOLT 1" 20 GA. - 320 LBS. 0.135" - 120 LBS. 1 "x 16- TWO 1 /4" BOLT 1" 18 GA. - 420 LBS. 0.162" - 160 LBS. 1 "x 16- TWO 3/8" BOLT 1" 16 GA. - 700 LBS. 1 /4" - 270 LBS. FASTENERS SHALL BE PLACED 1.5" 16 GA. - 1100 LBS. 3/8" - 680 LBS. N SERIES NOT SIDE BY SIDE 1/2" - 1250 LBS. 5/8" - 2000 LBS. 3/4" - 3000 LBS. NOTES: 1. DIMENSIONS OTHER THAN GAUGE ARE IN INCHES. 2. TABLES ALLOW FOR DUCT WEIGHT, 1 LB./SF. INSULATION WEIGHT AND NORMAL REINFORCEMENT AND TRAPEZE WEIGHT, BUT NO EXTERNAL LOADS. 3. STRAPS ARE GALVANIZED STEEL; OTHER MATERIALS ARE UNCOATED STEEL. 4. ALLOWABLE LOADS FOR P/2 ASSUME THAT DUCTS ARE 16 GA. MAX., EXCEPT THAT WHEN MAX. DUCT DIMENSION (W) IS OVER 60" THEN P/2 MAX. IS 1.25 W. uwozmp:' URSANoR.DER.(t ,p„ i11c. 5001> �rri.rth .•INcro:; street .3 4F• f 5 pRUy- t o.. .tampa mc. These plane era mpynghted and ere subject b copynpht pmtemm se an lerchdwho work' under wbon 102 of The copyright ad 17 u e.c. se amended Dearnber 1990 end known"emhi"cWrsl works mpyoght pm"cbon act of 19% The pm0ecbm includes but n not km-"d m u" Neae9 V. m wd ee sr"ngement end mrnpneiam d spec" and element. of the design under such prabekm, unsudtmzW u" of these plans. work a hmte mpeean"d. can Ugady result m But c"wdm of mnabucbon a b."inp being owed N. monetary mmpanwbm" URBANcRDEPYbur" sic Fkelds "giebabm AA26DO2460. ISSUE DATE 09/21 /2020 REVISIONS 0 co - - m L- 0 L.L L ca (j) Q - w - "- Nc � L N `< 00 �. MN DATE: 11 /13/2020 DRWN: S.J.M. CHKD: S.J.M. SCALE: N.T.S. SHEET NUMBER M�4 CO2 CO2 SENSOR ❑ (WITH SET POINT ADJUSTMENT) *** REQUIRED FOR EACH ZONE DX VARIABLE AIR VOLUME UNIT DDC POINT SCHEDULE All AO DI DO RETURN AIR TEMPERATURE OA DAMPER SA SMOKE DETECTOR FAN ON -AUTO SUPPLY AIR TEMPERATURE RA DAMPER RA SMOKE DETECTOR DX CLG ON -OFF** SUPPLY DUCT STATIC PRESSURE VFD FAN RUN OUTSIDE AIRFLOW SENSOR DIRTY FILTER ZONE CO2 SENSOR **REQUIRED FOR EACH STAGE NOTE: SMOKE DETECTORS SHOWN FOR CLARITY / INTERFACE. SMOKE DETECTORS SUPPLIED BY ELECTRICAL CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. DDC-1 R-1 R-2 DDC-1 RTU-1 D -1 RTU-3 RTU-2 DDC-1 DEDICATED CIRCUIT COMM RTU-4 120V AC MDSC CHANNELS SURGE KEYPAD A PROTECTOR B CPU WITH MONITOR & PORT 1 C VAV BOXES --------------------------------------------------------- KEYBOARD (l D PORT 2 MIC/EAR FIELD PTS. PHONE LINE MODEM FIELD PTS., EXH FANS PRINTER 000000aoo SURGE _ e........ PROTECTOR EARTH GROUND LOCATE IN SYSTEMS ROOM WHICH CONTAINS MAIN TELEPHONE EQUIPMENT THE PACKAGED DX VAV UNIT CONSISTS OF PACKAGED DX COOLING SYSTEM, VARIABLE SPEED FAN, MODULATING OA DAMPER, AND MODULATING RA DAMPER. SYSTEM CONTROL MODES, OCCUPIED AND UNOCCUPIED, HEATING AND COOLING SHALL BE THROUGH THE MDSC. THE DIGITAL SYSTEM CONTROLLER SHALL START THE SUPPLY FAN ALLOWING THE FAN TO RUN WHEN THE H-O-A SWITCH IS IN THE AUTO POSITION. IN THE COOLING MODE, WITH THE AHU FAN OPERATING, THE DIRECT DIGITAL CONTROLLER SHALL CYCLE ON THE DX SYSTEM COMPRESSORS TO MAINTAIN A SUPPLY AIR DISCHARGE TEMPERATURE OF 55' F (ADJUSTABLE). IF RETURN AIR TEMPERATURE DROPS BELOW 65' F (ADJUSTABLE) THE DX COOLING SHALL NOT BE ALLOWED TO OPERATE UNTIL THE RETURN AIR TEMPERATURE RISES ABOVE 72' F (ADJUSTABLE). IN THE HEATING MODE THE DX COOLING SHALL NOT BE ALLOWED TO OPERATE. THE DIRECT DIGITAL CONTROLLER SHALL MAINTAIN SYSTEM DUCT STATIC PRESSURE BY MODULATING THE VARIABLE FREQUENCY DRIVE ON THE FAN MOTOR TO MAINTAIN THE DPT-1 SUPPLY DUCT STATIC PRESSURE AS SENSED BY A DUCT STATIC PRESSURE SENSOR LOCATED APPROXIMATELY TWO-THIRDS THE LENGTH OF THE MAXIMUM LENGTH DUCT. PROVIDE A HIGH LIMIT STATIC PRESSURE SWITCH, SET AT 2.5" W.C. (ADJUSTABLE), HARD WIRED TO FAN TO SHUT DOWN FAN UPON ACTIVATION. THE VARIABLE FREQUENCY \ DRIVE SHALL BE SET TO MAINTAIN DX UNIT MINIMUM REQUIRED AIRFLOW AT ALL TIMES. I THE DIGITAL CONTROLLER SHALL MAINTAIN THE OUTSIDE AIR FLOW BY MODULATING THE OUTSIDE AIR DAMPER TO MEET SET POINT AS SENSED BY THE AIRFLOW MEASURING STATION. AT NO TIME SHALL THE OUTSIDE AIR FLOW DROP BELOW THE MINIMUM LEVEL AS SENSED BY THE AIRFLOW MEASURING STATION. IF THE OUTSIDE AIR DAMPER IS FULL OPEN, AND THE OUTDOOR AIR FLOW DROPS BELOW ITS SET POINT THEN THE DIRECT DIGITAL CONTROLLER SHALL MODULATE CLOSED THE RETURN AIR DAMPER SO AS TO MAINTAIN OUTSIDE AIR FLOW AT SETPOINT. IN THE OCCUPIED MODE THE OUTSIDE AIR DAMPER SHALL OPEN. WHEN UNOCCUPIED THE OUTDOOR AIR DAMPER SHALL CLOSE. PROVIDE OPTIMAL START/STOP MODES FOR WARM-UP AND COOL DOWN AT THE BEGINNING OF THE OCCUPIED CYCLE. THIS CYCLE TIME SHALL BE 1 HOUR (ADJ) AND DURING THIS CYCLE THE OUTDOOR AIR DAMPER SHALL BE CLOSED. THE DIGITAL SYSTEM CONTROLLER SHALL MONITOR CARBON DIOXIDE (CO2) LEVELS IN EACH SPACE VIA SPACE CO2 SENSORS. IF CO2 LEVELS VARY BY 10% OR MORE FROM SETPOINT (600 PPM ADJUSTABLE). THE DDC SHALL GENERATE AN ALARM TO THE BUILDING OPERATOR VIA THE THE BUILDING AUTOMATION SYSTEM. ALL POINTS ON THE FLOW DIAGRAM SHALL BE GRAPHICALLY MONITORED. THE SUPPLY AND RETURN DUCT SMOKE DETECTOR SHALL BE INTERLOCKED TO TO THE FIRE ALARM SYSTEM, WHICH SHALL, WHEN IN ALARM STOP THE AHU THRU HARDWIRE CONNECTION FROM THE FIRE ALARM SYSTEM SHUT -DOWN RELAY(S) AND THE AHU FAN STARTER CIRCUIT AND INDICATE SMOKE DETECTOR SHUTDOWN TO THE DDC PANEL VIA AUXILIARY CONTACTS. BILL OF MATERIAL ID DESCRIPTION CT-1 CURRENT TRANSDUCER SWITCH TE-1,TE-2 AIR TEMPERATURE SENSOR DDC-1 DIRECT DIGITAL CONTROLLER R-1-1,R-2-1 DIGITAL RELAY DPT-1 DIFFERENTIAL STATIC PRESSURE SENSOR DA-1, DA-2 MODULATING DAMPER ACTUATOR SD-1 SMOKE DETECTOR RRS REMOTE RESET SWITCH VFD VARIABLE FREQUENCY DRIVE AF AIRFLOW MONITORING SENSOR CO2 CO2 SENSOR DP DIFFERENTIAL PRESSURE SWITCH DDC ONE LINE DIAGRAM VELOCITY FLOW ! pa POWER SUPPLY (24 V.) DDC-2 MODULATING DAMPER & OPERATOR DA-1 CABLE TO DDC-1/MDSC. 8 R-1-1 R-2-1 TE-2 DDC DEFAULTS SHALL BE FIELD RESETTABLE AT ZONE SENSOR THRU HAND HELD DEVICE =-1 -1 ROOM SENSOR ❑ (NO SET POINT ADJUSTMENT) VAV COOLING WITH ELECTRIC HEATING FLOW DIAGRAM WITH DAMPER ACTUATOR FOR EACH VAV BOX PROVIDE ROOM THERMOSTAT & HUMIDISTAT MOUNTED ON INTERIOR WALL NEAR RETURN OUT OF DIRECT SUNLIGHT AT ADA HEIGHT. DDC POINT SCHEDULE AI AO DO SPACE TEMPERATURE DAMPER OPERATOR ELEC HEAT INTERLOCK RELAY VELOCITY FLOW ELEC HEAT STAGE #1 AUTO -OFF DUCT TEMPERATURE I ELEC HEAT STAGE #2 AUTO -OFF SPACE HUMIDITY BILL OF MATERIAL ID DESCRIPTION DDC-2 DIGITAL CONTROLLER DA-1 MOTOR ACTUATOR V-1 VELOCITY TRANSMITTER TE-1 SPACE SENSOR R-1-1 ELECTRIC HEAT INTERLOCK DIGITAL RELAY R-2-1, R-2-2 ELECTRIC HEAT DIGITAL RELAYS (EA. STAGE) TE-2 AIR TEMPERATURE SENSOR H-1 HUMIDITY SENSOR EMERGENCY SYSTEMS SHUTDOWN THE MDSC SHALL SHUT DOWN AIR HANDLING UNIT, EXHAUST FANS, AND ASSOCAITED EQUIPMENT UPON EMERGENCY SHUTDOWN COMMAND FROM THE BUILDING OPERATOR. EMERGENCY AIR HANDLING UNIT SHUTDOWN SHALL CLOSE OA AND RA DAMPERS. DIRECT DIGITAL CONTROL SYSTEM LEGEND MDSC MASTER DIGITAL SYSTEM CONTROLLER DDC UNITARY CONTROLLER - APPLICATION SPECIFIC 0-- DEDICATED 120V CONTROL CIRCUIT ONE PER ROOM 120V OR GROUP OF DDC, MDSC, ETC. ROOM TEMPERATURE SENSOR (WITH THERMOMETER AND a SETPOINT ADJUSTMENT INSIDE COVER IN PUBLIC AREAS & OUTSIDE COVER IN PRIVATE OFFICES). SENSORS SHALL BE TAMPER PROOF IN ALL UNSUPERVISED AREAS TE TEMPERATURE ELEMENT(SENSOR); �LJ,1 DUCT MOUNTED. PROVIDE TEMPERATURE INDICATOR (THERMOMETER) NEXT TO EACH SENSOR. AIR DIFFERENTIAL STATIC PRESSURE ELEMENT(SENSOR) SD vSMOKE DETECTOR Dom_ DAMPER ACTUATOR WITH CONTROL DAMPER (MODULATING OR TWO POSITION AS INDICATED) CURRENT COIL TO INDICATE OFF/RUN CONDITION OF MOTOR, COMPRESSOR OR ELECTRIC HEAT/HUMIDIFIER RELAY OR RELAY PACK; EACH OUTPUT OR RP- CONTACT TO BE SEPARATELY OPERABLE FROM DDC AND/OR MDSC VAV COOLING TERMINAL UNIT WITH ELECTRIC HEAT/REHEAT: THE VAV TERMINAL UNIT WILL CONSIST OF A VAV BOX WITH MODULATING DAMPER AND DAMPER OPERATOR, ELECTRIC HEAT COIL WITH ONE OR TWO STAGES, ZONE TEMPERATURE SENSOR, VELOCITY SENSOR, HUMIDSTAT, AND APPLICATION SPECIFIC DIRECT DIGITAL CONTROLLER (DDC). WHEN THE ZONE TEMPERATURE IS WITHIN THE COOLING PROPORTIONAL BAND, THE DIRECT DIGITAL CONTROLLER DDC) WILL MODULATE AIR FLOW (CFM) BY POSITIONING THE VAV BOX DAMPER VIA THEMODULATING DAMPER ACTUATOR TO PROVIDE THE CFM WITHIN THE MINIMUM AND MAXIMUM VELOCITY CFM AS SCHEDULED SO AS TO MAINTAIN THE DESIRED TEMPERATURE SET POINT. THE DIRECT DIGITAL CONTROLLER WILL NOT MOVE THE DAMPER TO A POSITION THAT EXCEEDS THE MAXIMUM OR MINIMUM VELOCITY (CFM) FOR THE VAV TERMINAL UNIT. IF THE ZONE TEMPERATURE DROPS BELOW THE HEATING SET POINT THE ZONE TEMPERATURE SENSOR WILL, THROUGH THE DIRECT DIGITAL CONTROLLER OPERATE THE ELECTRIC HEAT COIL IN STAGES TO MAINTAIN THE HEATING TEMPEkkTURE SETPOINT. UPON A FURTHER REQUIREMENT FOR HEATING TO MAINTAIN HEATING TEMPERATURE SETPOINT, THE DIRECT DIGITAL CONTROLLER WILL MODULATE THE VAV TERMINAL UNIT OPERATOR TO THE FULL FLOW VELOCITY POSITION. THE REVERSE OF THE ABOVE WILL TAKE PLACE UPON A TEMPERATURE RISE. THE ELECTRIC HEAT COIL SHALL NOT BE ALLOWED TO OPERATE UNLESS THE MAIN AHU FAN IS OPERATING. DURING AIR HANDLING SYSTEM SHUT DOWN, THE DIGITAL CONTROLLER WILL COMMAND THE VAV TERMINAL UNIT DAMPER MOTOR ACTUATOR TO FULLY CLOSE THE DAMPER. THE ELECTRIC HEAT COIL WILL BE OFF. HEATING SHALL NOT BE ALLOWED TO OPERATE WITH THE OUTDOOR AIR TEMPERATURE ABOVE 45 F (ADJUSTABLE) FROM THE MDSC. THE DIGITAL SYSTEM CONTROLLER SHALL MONITOR ALL POINTS SHOWN ON IN THE COOLING MODE, IF TEMPERATURE IS SATISFIED BUT HUMIDITY IS ABOVE SETPOINT FOR MORE THAN A 10 MINUTE PERIOD (ADJUSTABLE), THE BOX SHALL GO TO FULL (COOLING) AIRFLOW AND ELECTRIC HEAT SHALL BE ALLOWED TO "REHEAT" AIR BACK TO TEMPERATURE SETPOINT. WHEN HUMIDITY IS SATISFIED, THE VAV BOX SHALL RETURN TO NORMAL OPERATION. EACH VAV BOX IN THIS TENANT SPACE SHALL BE AN EXTENSION OF THE BUILDING'S ENERGY MANAGEMENT CONTROL SYSTEM. 0 ,g 0 0 00 = N — N --Lw L w J ww ----- MAXIMUM VELOCITY AIRFLOWL U z M 0 U - - - - - -------- ---- MINIMUM VELOCITY (AIRFLOW) HEATING D SET PROPORTIONAL SETBACK K D FORWARD PROPORTIONAL V BAND SUMMER BAND PROPORTIONAL SET POINT TEMP. CONTROL PROFILE {;ryyl'rD1 t1'ft'}k?. PVoF,i'FA�2R.taceTn:x, usic. SfQt!! s:srth; r�i3neo c+n strc..:t '±;ttl^.5 3. 03 .5 i57 These plan e" a pynol d and re eubpot to mpyripht probcbm "an-amlliteotural work' under eanon 102 of M copyright act. 12 u e o. es mended Decwn80r 19W end knewT w aftibictural woha copyright protection act d 1990. The proftim molud" but m not kmiled to the morel lam ore well a "'genwnt and c.v-bon d epic" and.1—te of the designunder inch pnftdm, uneuthonnd nee of these plane. work a horn nepr"onled, can Ispey result In the caeeabon Of aonebuc"n a baso ldeip being mod da _.bey caryeneation to URBANoRDERylempa in, Flcnda mptretim AA2M490. ISSUE DATE 09/21 /2020 REVISIONS 0 m > -0 U) m 0 -L -0 LL CL W W -F N r. >, \� 0 Q / r` MN THE MDSC SHALL SHUT ISOLATION DAMPERS FOR THE LOBBY, ENTRY, AND MAIL ROOM HVAC DUCTS UPON EMERGENCY SHUTDOWN COMMAND FROM THE BUILDING OPERATOR. DATE: 11/13/2020 DRWN: S.J.M. CHKD: S.J.M. SCALE: N.T.S. SHEET NUMBER VIA TIMECLOCK NE-2 a L8 {I Ill 1 1-�L4 NW-36 i i I t 1r I l ABBREVIATIONS 568E AFC AFF EIA/TIA 568B STANDARD _ AVAILABLE FAULT CURRENT ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU "_- AIR HANDLING UNIT AIC AMPERE INTERRUPTING CAPACITY AWG AMERICAN WIRE GAUGE - COR CONTRACTING OFFICER'S REPRESENTATIVE CT CURRENT TRANSFORMER CU COPPER `- CU CONDENSING UNIT EGC EQUIPMENTGROUNDINGCONDUCTOR _ _ EIA ELECTRONIC INDUSTRIES ASSOCIATION EMT ELECTRICAL METALLIC TUBING _ GEC GROUNDING ELECTRODE CONDUCTOR GFCI or GFI GROUND FAULT CIRCUIT INTERRUPTER HACR HEATING, AIR CON DITIONINGAND REFRIGERATION HORSEPOWER HP HP HEAT PUMP IT INFORMATION TECHNOLOGY LAN LOCAL AREA NETWORK _ LEC LOCAL EXCHANGE CARRIER LED LIGHT EMITTING DIODE MPOE MINIMUM POINTOF ENTRY NATIONAL EQUIPMENT MAN UFACTURER'S ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NEMA NFPA OS OCCUPANCY SENSOR PVC — POLYVINYL CHLORIDE RJ45 REGISTERED JACK 45 SC TELCO THHN THWN TIA STANDARD CONNECTOR TELECOMMUNICATIONS THERMOPLASTIC HIGH HEAT -RESISTANT NYLON -COATED THERMOPLASTIC HEAT AND WATER-RESISTANT NYLON -COATED TELECOMMUNICATIONS INDUSTRY ASSOCIATION TSB TELECOMMUNICATIONS SYSTEM BULLETIN TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION UPS UN I NTERRUPTI BLE POWER SUPPLY USDA UNITED STATES DEPARTMENT OF AGRICULTURE L2 r—=_ 3 11 Tr _ I I EM L3 VS V5 VS OS - - i - L3 L3 3 3 VS 3 3 �•-�II� 3 LI�II VS 3 OS N EM OS 1 13 a if �! ; ��; m11 3 aAll! 711. 3 3 L 3 OS 3 VS 3 VS 3 EF-2-1 L3 EM I OS �- OS i L3d[•1C1 - -� L3 OS I � I I VS II i VS ® 3 L8 EM -J - NE-28 VIA TIMECLOCK ELECTRICAL LIGHTING CEILING PLAN SCALE: 1 /8" = 1 _ I — T- L3 EM SE-34 EM L5 'i I I C EM L5 X -- - -;,. SE-34� L4 L EM _ NE-2 VIA TIMECLOCK OS 'NE-28 VIA TIMECLOCK VS IC 3 Lb \ EM NE-36 kv NE-28 VIA TIMECLOCK NE-28 VIA TIMECLOCK LEGEND LETTER ADJACENT TO LIGHT FIXTURE INDICATES FIXTURE TYPE, SEE SCHEDULE. ) I JUNCTION BOX EXHAUST FAN, 120V POWER ❑ AND DISCONNECT, COORDINATE WITH MECHANICAL 0-10V DIMMING LIGHT SWITCH WITH 4 OR MORE BUTTONS, SWITCH SELECTED BY OWNER, UNLESS OTHERWISE NOTED; PROVIDE AFC MC LUMINARY CABLE, OR EQUAL, TO EACH CONTROLLED FIXTURE 3 = 3 WAY SWITCH 4 = 4 WAY SWITCH VS = COMBINATION LIGHT SWITCH AND VACANCY SENSOR WITH DIMMING. OS = COMBINATION LIGHT SWITCH AND OCCUPANCY SENSOR WITH DIMMING ND = NON DIMMING LIGHT SWITCH. EF CONNECTIONS - PROVIDE 120V POWER FOR EXHAUST FANS; FAN CONTROLS BY MECHANICAL. ® EXIT LIGHT (SEE SCHEDULE) INDICATED FIXTURES ARE EM PROVIDED WITH BATTERY PACKS DZ LIGHTS WITHIN DAYLIGHT ZONE THAT ARE ON A DAYLIGHT ZONE SWITCH OR OTHERWISE CONTROLLED SEPARATELY CEILING MOUNTED DAYLIGHT DS SENSOR. GOVERN LOCAL LIGHTING WITHIN DAYLIGHT ZONES. PROVIDE SHOP DRAWINGS FOR OWNER ENGINEER REVIEW. OS CEILING MOUNTED OCCUPANCY SENSOR (OS) OR VACANCY VS SENSOR (VS). CONNECT TO LOCAL LIGHTING CIRCUIT. PROVIDE SHOP DRAWINGS FOR OWNER/ENGINEER REVIEW PRIOR TO PROCUREMENT OF EQUIPMENT. LIGHTING ROOM CONTROLLER RC WITH DIMMING. PROVIDE DEVICE TO INTERFACE LOCAL NORMAL POWER LIGHTING WITH LOCAL EMERGENCY LIGHTING AND WHERE DAYLIGHT SENSORS ARE REQUIRED. VERIFY REQUIREMENTS FOR EACH ROOM SEPARATELY, AND PROVIDE APPROPRIATE DEVICE. OKEY NOTES 1. DIM LIGHTS WITH RECEPTION DESK LIGHTS AS SHOWN. PROVIDE RELAY SO THAT LIGHT SWITCHES ON AND OFF WITH LOBBY LIGHTS. 2. EXHAUST FANS SHALL BE POWERED FROM LOCAL LIGHTING CIRCUIT. CONTROLS BY MECHANICAL. PLAN NOTES 1. ELECTRICAL LIGHTING CONTROLLERS 'ELCs' SHOWN FOR EMERGENCY LIGHTING REQUIRE NORMAL AND EMERGENCY POWER. ONLY EMERGENCY POWER CIRCUITS SHOWN CONNECTED TO THEM FOR CLARITY. LOCAL LIGHTS THAT HAVE BEEN LABELED WITH 'EM' ARE POWERED FROM THE ELC. 2. EMERGENCY LIGHTS SHOWN WITHOUT A LOCAL ELC ARE POWERED DIRECTLY FROM PANEL `LS' WITHOUT A NORMAL POWER FEED. 3. WIRES SHOWN ARE NOT FOR PURPOSE OF WIRE ROUTING, BUT TO SHOW CONNECTIVITY DIAGRAMMATICALLY. WIRE DEVICES TOGETHER IN AN EFFECTIVE AND EFFICIENT MANNER. 4. SITE LIGHTING BY OTHERS, SEE CIVIL PLAN. O�tampa URBANoROER.tampa, inc. 5006 south eibeross street 33611 813.832.5557 aa2002460 IUKbANoKUtK.tampa, inc,l These plena era oopynghtad and era subject to copynght prota k, as an'amhdect,ml work' under section 102 of the copynght act 17 u s o ee Amended December 19%end known se erchdecl nal works copynght p,,Wrn not of 1990 The prclsonon Kludea hot is not l.m.led Ic Me ovaiell fame ere wall ea snengeman and ,-posinen of spaces And elements of the design under such prolecuai, unautha¢ed use of rheas plane, wolx or home rep—enlad, cen legally result in the ceeeebai of oonsnucneo or budding, being se zed andla monetary compensation to URBANoRDLHA—m me . Flond,, Z9 1=1 AAA002460 ISSUE DATE 09/21 /2020 REVISIONS is M - m i-0 _O Lj_ V) 0_ LU N N00 � 1" CO N Jeff s item has been l tt n nii rey electronically signed and ��`��<c� �� E'NSF�ylr'•,� sealed by Jeffrey Hahn, P.E. on the date noted in the No 58045 _ * digital seal, using, Digital = ' It*Hahn DATE: 11/13/2020 Signature. Printed copies of this document are not considered _ y �S� STATOF - �� E . O� •, 2 0 2 11 DRWN: J.D.E. 1 CHKD: J.J.H. signed and sealed and the -4 pP.'��'�,� '.,F ' •. O R signature must be verified on �'��,5/ONq�EC;.`��, SCALE. 1/8" = 1' 0" any electronic copies. "11,1ttttttttt 16:38:56 SHEET NUMBER E�l IL - - I I _1.111ij 2 E-2 CT I CABINET 7NECTV'ERATOR DOCKI G STATION/QUICK CONNECT CT METER�� L� Aw NW-19 cw— 4P 46 4#YP' 4P NE-10e 6 NE-6 6 n 0 NW-21 NW-3 NE-6 NE-4 !--j �M� NW-7 NW-5 NW-5 NW--3 NW-21 NE-10 �A 'i L_iW�,l S BAR ION DOOR RE NW-20 NW-19 NW-19NW-7 NW-1 NE-6 ®NE-6 NE-4 D �� t��� FS v NW-g _8 NE-8 NE 60� NE-16 NE-16 O � 2-32,34,36 F NW- 221 NW-21 NW-19 NW-1 PANIC HARDWARE ' �v � NE-4 NE-18 GFCI, GFCI GFCI GFCI GFCI L -NW NW-18 NW-18 NE-8 ,�-, NW-2 NW-4 NW-6NW-8NW-10 GFCI 9 9 I -I 9 �_ BAR ON DOOR qP qP qP qP qP qpNW-12� E-2 4 4 4 4 2 NW2-1 'NW2' �•� NW-16 NE-18If E-2 F qp NE-18 NW2-1 NW-16� 6 NW- NW-23 � NW-11 NW-11 NE- E-33 � NE-25 �G 13 E � �p V9 9v 9v 9v NE-25 GFCI GFCI NE-13 O C� NE-1 NJ1 NE I NW-15 NW- NW-11 N 13 GFCI NW-15& NE-13 �'SEC_i NE-1 GFCI +44' L� NE-25 F CAM SEC Iq 94 NW-13 � qPNE-25 /❑ CA 0 Q LA GFCI WNW- 6 W-16 � NE-38 3� NE-27NE-2�7 NE-15�E 5FC E-5 G I NW2-1 E -16 NW_2"W-25 �N�CI 1 NW-15 NWGFCI NE- E-35 I NE-27& NE-15 NE-5& ENE-38 tl NW-27 NW-27 � �W_13 NE- E-37 �NE-27 It GFCI ttv N111 "Z� 1 1 NE-17 ($ M O NE-3 =%NW-35 NW-17 NE-17 � � NE-7 NE-3 NW-17& NW-13 �GFC127 NE-17 N 7 IOU NE-27 N GFCI FCI NE-3 I� NE- 9 G CI GFCI NW-35� FC NW-35 �NIiV-117 NE- E-39 NE-29 NE-17 +44� NW-16 NE- NE-41 NE-1 +44" GFCI e� ,uu,�� NW- W-29 NW-17 _ NE-29e GFCI GFGI� NE-9E)= GFCNE-3 SW 1 NW- NW-31 � 1 GFCI NE 23 GFCI9 It o'ti' O ,�,p GFCI Sill NE-23E)-- NE-9 O $SW-11 SW -1 ENE-31 =E) NE-9 PC SW-5 F11� SW SW-1 1 'It' NW- W-33 SSW-5 GFCI 6A SW-5 Ku t SW-13 ISW-13 NW- Nyy_ W�41 F�9 64 SW-39 OQ M-26,28WH—1 `v� ll��J)II SW, ���y�l 39 OQ JJII GFCI SW-13� GFCI ou CP-1 SW-39 SW-113 'tl' SW-7 SW-39 6 4 4 SW-6 SW-6 =E) dt- 6 SW-27 SW-27 SW-27� " SW-27 SW-29 SW-27 vqP SW-31 SW-31 SW-31 &=E) SW-31 SW-6 IISW-33 SW-31 V SW-37 M SW-35 SW-337 rn37 SSW-37 S � SW qp MAIN DISCONNECT GENERATOR DOCKING CT CABINET STATION/QUICK CONNECT CT METE 'ATS' I F- ME li L O u.I i EYE WASH SW6 SW 15 SW-15 GFCI SW-15 F SW-17EV' SW-15 GFCI GFCI I Stil9 S W j g SW-19 SW-19 94 SW-21& SW-19 ~ SWu 25 SW-23 SW-9 OM SP-25 W- S � 25 SW�25 SW-25 tt $SW-1 GFCI NE-31 M4 qP NW-16& W-11 NE- E-2 f NE-18& NE-21 d NE-18 & 1-10 SE-� 1 GFCI NE-21 5E-10 GFCI SE-21 NE-21 NE-21 E)= SW-1E)= GFCI GFCI SE-10 SE-10 SE-21 SE-21 =E) E)= S11 1 �jGFCI O � SE-20 SE-20 SE-5 SE-5 SW 3 NE-20 GFC122 NE-24 GFCINE-12 �GFC116 =E) ""SE-7 GFCI (P GFCI 7 S �Y 6 �SE-9 <1 SW -3 Gam- GFCI SE-9 IOU SEMI ggEE_ SE-9 � SE-35 SE-7 ��GF-SW-3 9 GFCI IOU CI -akin, SW�m-3 SE-1 1 �t SE-1 1:V 5E-11® SW-6 SE513® 13 tttt ��// �'E-113 =49) SE-24&6 GFCI e V SE-25 S -22 SE-23 SE-23 AL GFCI =E) SE-25 SE-25 SE-25 SE-29 SE-29 S ®1 S®41 SE-25 SW-9 SW_9 �SE-27 'off- �1 r SE-27 S7 sEm27 sE-27 7t' -1ELECTRICAL POWER FLOOR PLAN E-2 SCALE: 1 /8" = 1' SE-3 SE-30= CA ZI1 GFCISE-1 �F C11 SE-1 5$SE-15 E-23 SE-23 SE-15 1101, —Er, i —� I �' A ,, 1. SE-15 .w, �__ , _ SE-15 SE-15i :PSE-2 Il' EC-11 SEC-13 SE-4 IF t SEC-3 WID O 0 H4 S, C-5 SEA-7 qPSEC-15 4 SE-8 GFCI SE-6 & SE-6 & j SE-6 E� SE-6& 1 'SEC' 0 0 LEGEND HOSPITAL GRADE QUAD ELECTRICAL RECEPTACLE - INSTALL WITH GROUND PIN. HEIGHT ® 18" UNLESS DESIGNATED OTHERWISE. PROVIDE TAMPER PROOF WHERE REQUIRED BY CODE, VERIFY WITH AHJ. HEAVY DUTY FUSED DISCONNECT SWITCH I❑ PROVIDE FUSES PER EQUIPMENT MANUFACTURER RECOMMENDATIONS. WP=WEATHERPROOF NEMA 313 HOSPITAL GRADE DUPLEX RECEPTACLE COLOR OF DEVICE BY OWNER, STAINLESS STEEL COVERPLATE. PROVIDE TAMPER PROOF WHERE REQUIRED BY CODE, VERIFY WITH AHJ. GFCI = GROUND FAULT DEVICE; CLG = CEILING WP=WEATHERPROOF WHILE IN USE SPECIAL RECEPTACLE. SEE PANEL SCHEDULE. QUAD DATA OUTLET, CAT 6 D CONNECT TO PATCH PANEL SURROUNDED BY RECTANGLE = FLUSH FLOOR CLG = CEILING O JUNCTION BOX HOSPITAL GRADE DUPLEX RECEPTACLE ® IN FLOOR RECESSED FLUSH MOUNTED BOX WITH ADJUSTABLE BRASS COVER PLATE, MOP TIGHT BOX/COVER. DUPLEX DATA OUTLET IN FLOOR RECESSED FLUSH MOUNTED BOX WITH ADJUSTABLE BRASS COVER PLATE FLOOR BOX WITH AT LEAST 8 HOSPITAL GRADE RECEPTACLES AND 8 DATA OUTLETS, IN FLOOR RECESSED FLUSH MOUNTED BOX WITH ADJUSTABLE BRASS COVER PLATE. MOP TIGHT BOX/COVER. ❑F FIRE ALARM PULL STATION FIRE ALARM STROBE (15cd UNLESS PQ NOTED, ADJUSTABLE CANDELA FIRE ALARM HORN AND STROBE (75ed UNLESS NOTED, ADJUSTABLE CANDELA) OS FIRE ALARM TAMPER SWITCH FS FIRE ALARM FLOW SWITCH ® FIRE ALARM ANNUNCIATOR F__1 FIRE ALARM CONTROL PANEL CONTROL UNIT S R I DUCT SMOKE DETECTOR, RELAY, AND INDICATOR SMOKE DETECTOR 0 FLUSH MOUNTED KNOX BOX MODEL 3200 PLAN NOTES 1. VAV BOXES ARE SHOWN ON THE ROOF PLAN FOR CLARITY. VAV BOXES SHALL BE LOCATED IN CEILING SPACE/ABOVE CEILING AS INDICATED ON MECHANICAL PLANS. 2. THE CONTRACTOR SHALL PROVIDE SIGNED AND SEALED SHOP DRAWINGS FOR FIRE ALARM SYSTEM FOR OWNER/ENGINEER REVIEW PRIOR TO PROCURING EQUIPMENT. 3. VERIFY EXISTENCE AND EXTENT OF NEC -CLASSIFIED AREAS, IF ANY, AND PROVIDE APPROPRIATE RACEWAYS AND DEVICES IN THIS AREA. 4. ALL MOTORS SHALL BE PROVIDED WITH LOCAL DISCONNECT SWITCH LOCATED NO MORE THAN 5 FEET AWAY OR WITHIN LINE OF SIGHT. WHERE ALLOWED BY MANUFACTURER OR CODE, SWITCH MAY BE UNFUSED. 5. ALL FIRE ALARM DEVICES ON EXTERIOR HVAC EQUIPMENT SHALL BE IN WEATHERPROOF ENCLOSURES. OKEY NOTES 1. PATIENT ROOMS SHALL HAVE IN -USE INDICATOR LIGHTS PER VA STANDARDS. PROVIDE CONDUIT AND WIRING. SEE E-5. 2. PROVIDE 365 DAY ASTRONOMIC TIMECLOCK WITH PHOTOCELL TO CONTROL ALL EXTERIOR LIGHTS. 3. PROVIDE (2) FLOOR MOUNTED VERTICAL DATA RACKS. PROVIDE (2) EMPTY 3" CONDUITS FROM DATA RACK LOCATION TO PROPERTY LINE AND STUB UP AND CAP, COORDINATE LOCATION WITH SERVICE PROVIDER. 4. CAMERA SYSTEM, SECURITY SYSTEM, ACCESS CONTROL, AND INTRUSION DETECTION PROVIDED BY OTHERS, SEE E-5. 5. PROVIDE FLUSH MOUNTED KNOX BOX MODEL 3200. VERIFY COLOR WITH OWNER. PROVIDE OPTIONAL TAMPER ALERT CONNECTED TO INTRUSION DETECTION SYSTEM. HAHN uo"Ornpa URSANoRDFR.tampa, Inc. 5006 south alboson street33611 813.832.5557 aa2002460 PRBAN61RDER.tampa, rnc. Thee. plane am copyrighted and are subject to copyright protechon as an'amhdeclural work' under section 102 of me copynghl act 17 u.s o as amended December 1990 and known as a—diddtural —ka copynghl protacbee act of 1990 Th. pmI.t,.n nkludw buts net li.W to he —ell om lr as wall as arrmlg-ill and —,positron of ,panes end *-,nta df the design. under such protedtion, unaumanzed use of mesa plena. work or hams ap—.mnd, rru, legally result In the cea.eum of canstrucban or buddings being seized andlor monetary compenseeon m URBANaRDERhampa inc., plonda regnthalro AA26002460 ISSUE DATE 09/21 /2020 REVISIONS is 0 m Iz -0 _O LL U) ^� W W N r- i� 00 Q cy)N DATE. 11 /13/2020 DRWN. J.D.E. CHKD: J.J.H. SCALE: 1/8" = V-Orr SHEET NUMBER E�2 653 ENLARGED ELECTRICAL ROOM FLOOR PLAN SCALE: 1 /4" = 1' ENLARGED COMMUNICATIONS ROOM FLOOR PLAN SCALE: 1/4" = 1' ENLARGED SECURITY EQUIP FLOOR PLAN SCALE: 1 /4" = 1' ENGINEERING, INC. MECHANICAL & ELECTRICAL CONSULTING 3060 S Dale Mabry Hwy. Tampa, Florida 33629 T: 813.831.8599 W: www-hahneng.com C.Q.A.# 5 FILE NAME. 18029-Eleo dW9 Zephyrhills —ter t i i NW-38 40 4 —4-7 NW2-37,39,41 I NW-67,69,71 �I > RTU-4 SG,WP G,WP I NW-61,63,65 Q wp1M-8,12 110A/3/20OF S R I SW-67,69,71 I SW-61,63,65 I Q 10 TYPICAL VAV-4-1 O NW-43,45,47 0 NW-55,57,59 N t I I i NW-49,51,53 I > I SW-55,57159 Q SE-18 G,WP RTU-2 I 04 I I > < > SW-49,51,53 SW-43,45,47 NE-67,69,71 VAV-3-5 SE-18 G,WP RTU-3 WP M-14,16.18 80A/3/100F NE-55,57,5911S R I � NE-61,63,65 > 0 0 RTU —1 NE-43,45,47 N NE-49,51,53 I I > >Q O O 20TYPICAL S S I VAV-1-3 G,WP WP SE-55,57,59 SE-18 M-2,4,6 VAV-1-1 VAV-1-2 70A/3/100F SE-49,51,53 SE-43,45,47 LEGEND HOSPITAL GRADE QUAD ELECTRICAL RECEPTACLE — INSTALL WITH GROUND PIN. HEIGHT ® 18" UNLESS DESIGNATED OTHERWISE. PROVIDE TAMPER PROOF WHERE REQUIRED BY CODE, VERIFY WITH AHJ. HEAVY DUTY FUSED DISCONNECT SWITCH LEI PROVIDE FUSES PER EQUIPMENT MANUFACTURER RECOMMENDATIONS. WP=WEATHERPROOF NEMA 3R HOSPITAL GRADE DUPLEX RECEPTACLE qp COLOR OF DEVICE BY OWNER, STAINLESS STEEL COVERPLATE. PROVIDE TAMPER PROOF WHERE REQUIRED BY CODE, VERIFY WITH AHJ. GFCI = GROUND FAULT DEVICE; CLG = CEILING WP=WEATHERPROOF WHILE IN USE SPECIAL RECEPTACLE. SEE PANEL SCHEDULE. QUAD DATA OUTLET, CAT 6 D CONNECT TO PATCH PANEL SURROUNDED BY RECTANGLE = FLUSH FLOOR CLG = CEILING ._,O JUNCTION BOX HOSPITAL GRADE DUPLEX RECEPTACLE ® IN FLOOR RECESSED FLUSH MOUNTED BOX WITH ADJUSTABLE BRASS COVER PLATE, MOP TIGHT BOX/COVER. ❑0 DUPLEX DATA OUTLET IN FLOOR RECESSED FLUSH MOUNTED BOX WITH ADJUSTABLE BRASS COVER PLATE FLOOR BOX WITH AT LEAST 8 HOSPITAL GRADE RECEPTACLES AND 8 DATA OUTLETS, IN FLOOR RECESSED FLUSH MOUNTED BOX WITH ADJUSTABLE BRASS COVER PLATE. MOP TIGHT BOX/COVER. �F FIRE ALARM PULL STATION FIRE ALARM STROBE (15cd UNLESS NOTED, ADJUSTABLE CANDELA FIRE ALARM HORN AND STROBE (75cd UNLESS NOTED, ADJUSTABLE CANDELA) OS FIRE ALARM TAMPER SWITCH FS FIRE ALARM FLOW SWITCH ® FIRE ALARM ANNUNCIATOR FIRE ALARM CONTROL PANEL CONTROL UNIT S R I DUCT SMOKE DETECTOR, RELAY, AND INDICATOR ❑S SMOKE DETECTOR 0 FLUSH MOUNTED KNOX BOX MODEL 3200 PLAN NOTES 1. VAV BOXES ARE SHOWN ON THE ROOF PLAN FOR CLARITY. VAV BOXES SHALL BE LOCATED IN CEILING SPACE/ABOVE CEILING AS INDICATED ON MECHANICAL PLANS. 2. THE CONTRACTOR SHALL PROVIDE SIGNED AND SEALED SHOP DRAWINGS FOR FIRE ALARM SYSTEM FOR OWNER/ENGINEER REVIEW PRIOR TO PROCURING EQUIPMENT. 3. VERIFY EXISTENCE AND EXTENT OF NEC —CLASSIFIED AREAS, IF ANY, AND PROVIDE APPROPRIATE RACEWAYS AND DEVICES IN THIS AREA. 4. ALL MOTORS SHALL BE PROVIDED WITH LOCAL DISCONNECT SWITCH LOCATED NO MORE THAN 5 FEET AWAT OR WITHIN LINE OF SIGHT. WHERE ALLOWED BY MANUFACTURER OR CODE, SWITCH MAY BE UNFUSED. 5. ALL FIRE ALARM DEVICES ON EXTERIOR HVAC EQUIPMENT SHALL BE IN WEATHER PROOF ENCLOSURES. OKEY NOTES 0 uo--pa URIBANoRDER.tampa, inc. 5006 south elharon street 33641 813.832.5557 Aa2002460 PRBANoRDER.tampa.. Inc. Theeo plans zro copynghled and see eunlecl m ,,,Vynght pmtacnm as an'amin-tural work' undai aacnm 102 of the copynght act 17 a eo as arnended oe<ahh x 1990 �d known as arrn ure tactl works , yynghl prokc'oh .1 W 1%0 The ptotedt nn Wud. nuts nor nmted to the Overall In— well ae anangemenl and compoe Iron nl spacea and elmnems of the das gh under ouch protochon, unauUbntad use of Ihesa plena, won or hmerepresented, can lagaay result In th eabon of mnsm,om w hwldmgs n ng earzad an v o.W'y mmp--bon to URBANoRDERAampa inc Fonda naproIwn APAW2460 ISSUE DATE 09/21 /2020 REVISIONS > 0 m L-0 _o LJL w Nti� � N Q W c'O N 1. VAV BOXES ARE SHOWN ON THE ROOF VAV-1-4 PLAN FOR CLARITY. VAV BOXES SHALL BE LOCATED IN CEILING SPACE/ABOVE CEILING --� AS INDICATED ON MECHANICAL PLANS. Q - ---- -- -- ----- - SEC —17,19,21 2. ALL FIRE ALARM DEVICES ON EXTERIOR HVAC EQUIPMENT SHALL BE IN WEATHER ' ` z PROOF ENCLOSURES. U �— LL — U o o w ry W -1:� ELECTRICAL POWER ROOF PLAN E-3 SCALE: 1 /8" = 1' DATE. 11 /13/2020 DRWN. J.D.E. CHKD: J.J.H. SCALE 1/8" = V-0" SHEET NUMBER E-3 vrhills A A A A.♦� A . A -- -- - A A A #* r.................. ..-------------- '...---- . .............y.......... .. .................... �.. ♦ ....................rr . --------------------- ! .. r.r......... ... .A r T .A : @ :A :A r Q■ ■ . ...................... ■10211 , ■ A A .A A , ■ T •A A ..................... .. .........� r ■ • ■ LIGHTNING THE COMPLETED INSTALLATION SHAI MEET THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION'S "STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS" (NFPA 780) AND THE "INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS, UL 96A" OF UNDERWRITERS LABORATORIES INC. PROVIDE A MASTER LABEL TO THE OWNER UPON COMPLETION. 2. CONCEAL LIGHTNING PROTECTION CONDUCTORS TO THE MAXIMUM EXTENT POSSIBLE. 3. ALUMINUM LIGHTNING PROTECTION SYSTEM COMPONENTS SHALL NOT MOUNTED TO COPPER SURFACES. COPPER COMPONENTS SHALL BE USED TO AVOID ELECTROLYTIC CORROSION. COPPER SHALL NOT INSTALLED ON ALUMINUM. 4. GROUNDED METAL BODIES WITHIN THE BONDING DISTANCE DETERMINED BY NFPA 780 SHALL BE BONDED TO THE SYSTEM IN ACCORDANCE WITH THOSE REQUIREMENTS. 5. UNDERGROUND METALLIC PIPING ENTERING THE BUILDING (WATER, SEWER, GAS, STORM, ETC.) SHALL BE BONDED TO THE NEAREST DOWN CONDUCTOR OR GROUND ELECTRODE. BOND TO GROUNDING ELECTRODE SYSTEM. 6. ADHESIVE USED WITH ADHESIVE AIR TERMINAL BASES AND CONDUCTOR FASTENERS SHALL BE COMPATIBLE WITH ROOFING MEMBRANE AND STRUCTURE — VERIFY WITH ROOFING CONTRACTOR. 7. THE DESIGNS SHOWN FOR THESE SYSTEMS ARE SCHEMATIC AND ARE INTENDED TO SHOW BASIC SYSTEM DESIGN. CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS AND PROVIDE SYSTEMS THAT COMPLY WITH CODE REQUIREMENTS AND UL MASTER LABEL. 8. AIR TERMINALS ARE TO BE LOCATED AS SHOWN. THEY ARE TO BE A MAXIMUM OF 24" FROM THE ROOF EDGE AND PROJECT A MINIMUM OF 10" ABOVE THE PROTECTED EDGE. PLACE THEM AS CLOSE AS POSSIBLE TO 24 INCHES FROM THE EDGE TO MINIMIZE VISIBILITY OF AIR TERMINALS FROM THE GROUND. THE SPACING BETWEEN AIR TERMINALS ARE NOT TO EXCEED 20 FEET. AIR TERMINALS THAT EXTEND 24" ABOVE THE PROTECTED EDGE ARE NOT TO EXCEED A SPACING GREATER THAN 25', EXCEPT FOR MID —ROOF AIR TERMINALS (50' MAX SPACING). 9. LIGHTNING CONDUCTORS ARE TO MAINTAIN A HORIZONTAL OR DOWNWARD PATH. ALL BENDS IN THE CONDUCTOR SHALL HAVE A RADIUS BEND OF 8 INCHES OR GREATER, AND SHALL HAVE AN ANGLE BEND OF 90 DEGREES OR GREATER. 10. ROOF TOP EQUIPMENT NOT SHOWN ON DRAWING SHALL BE PROTECTED AS REQUIRED TO MEET REQUIREMENTS LISTED ABOVE. IF THE METAL THICKNESS OF AN OBJECT IS 3/16" OR GREATER, AIR TERMINALS MAY BE ELIMINATED IF THE OBJECT IS PROPERLY CONNECTED TO THE SYSTEM. 11. ADHESIVE FIXTURES SHALL BE ADHERED WITH A COMPOUND COMPATIBLE WITH THE ROOFING MATERIAL. CONTRACTOR TO APPROVE ADHESIVE PRIOR TO ROUGH —IN. ■ •A ■ Q ,A ■ • 6 RTU —1 : ■ A : O 0° ■ 'A ' ■ ■ t . .. . .. ....................... A rA A A A ■ 0 ....................... E) ...................... 0 ...... m----...� o. , o ■ ■ ■ ■ ■A A • �A A ■ ■ TT�A A A o A T A , .T ..... Gm ...... mmommmmmomm m=mmmmmml ■ ew= =.�M4 .ED --------- m ---------- 0 ---------- m ------- .0 --------------- A �T A A �A 0 ©--------------- ........o----------------------- a ......... ...... o ■ A. ■ ■ ■ TT ' ■ ♦ ■ ■ A ■ o� ' T ' ;A ;A ■ 1 ELECTRICAL LIGHTNING PROTECTION PLAN E-4 SCALE: 1/8" = 1' ' 'A :A A. LEGEND A 3/8" X 15" GENTLY TAPERED SOLID COPPER AIR TERMINAL WITH SWIVELED O UNIVERSAL BASE MOUNTED TO ROOFING MATERIAL WITH MASTIC. MAKE NO PENETRATION EXCEPT FOR DOWNLEADS, MAINTAIN ROOF WARRANTY. O BIMETAL THRU ROOF CONNECTOR ASSEMBLY WITH DOWN CONDUCTOR. MAINTAIN ROOF WARRANTY, COORDINATE WITH ROOF PROVIDER. 3/4" X 10'-0" COPPERCLAD GROUND ROD I WITH EXOTHERMIC CONNECTIONS LIGHTNING PROTECTION SCOPE OF WORK ALL APPLICABLE NFPA, NEC, FLORIDA BUILDING CODE AND LOCAL CODES AND STANDARDS SHALL BE ADHERED TO. LIGHTNING PROTECTION PROVIDE A COMPLETE FRANKLIN ROD LIGHTNING PROTECTION SYSTEM. PROVIDE CONCEALED DOWNLEADS, CONCEALED WIRING WHERE POSSIBLE, AND THRU ROOF CONNECTORS. ALL AIR TERMINALS SHALL BE KEPT MAXIMUM DISTANCE AWAY FROM ROOF EDGE (2' 0"). INSTALLATION SHALL COMPLY IN ALL RESPECTS TO LPI, UL AND NFPA STANDARDS AND CODES. INSTALLATION SHALL BE MADE BY OR UNDER THE SUPERVISION OF AN L.P.I. CERTIFIED MASTER INSTALLER. COMPLETE INSTALLATION TO RECEIVE SYSTEM CERTIFICATION INCLUDING SUBMITTAL OF FORM LPI-1—R88. SYSTEM SHALL HAVE MASTER LABEL ATTACHED TO THE BUILDING AT A LOCATION DIRECTED BY OWNER. VERIFY CONDITIONS AT THE JOB SITE AND COMPLY WITH THE REQUIREMENTS LISTED. PROVIDE A SET OF SHOP DRAWINGS FOR ENGINEER AND OWNER SHOWING ROOFTOP EQUIPMENT INCORPORATED. ANY ROOFTOP EQUIPMENT REQUIRING LIGHTNING PROTECTION NOT SPECIFICALLY SHOWN ON THIS DRAWING SHALL BE INCORPORATED INTO THE SYSTEM AND SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR MASTER LABEL. ALL COMPONENTS SHALL BE UL 96 LISTED LIGHTNING PROTECTION COMPONENTS. .pa URBANoRDER.tampa, Inc. 5006 south elberon street 33611 813.832.5557 aa2002460 o7 ampa, Inc. These plane en 0*yr *d and ere eubpcl b rop,,ghl pmlecbn as an'anhd lunl work'under ,seta,, lQ of be copnghl act. 17 u a o as .0 m sled DKen,hry 1990 end kn— rw nu, do& rnl work. co ought P-4on ao of 1990. the prolectwn mcludnn bul ie no bmded to the overall lam na wall us nnnngemenl and coup-hou of spnces and d�nienlaollnedewgu under such pinln[ben, unaulhon.red uae al Ihnne pnnn, waA of hang repro ted. con Iap1hy um ull " the caemn, of consvucbm a b0clurp bmng eeaed andla �onelary compensation b URPAWRDERAampa m 'ouds ,Fgixnencn=1% 460. ISSUE DATE 09/21 /2020 REVISIONS m _O L.L U) W W N � N CO N DATE 11/13/2020 DRWN. J.D.E. CHKD: J.J.H. SCALE: 1 /8" = V-0" SHF_FT NUMBER E-4 OW P ON GENERATOR/ELECTRICAL SERVICE GATE WP WP P WP EMI_ R 6 " M 66 Clean ° r 17 : - t k(d E 2 180 ' ..i; -_ 1�1 ;, 17G ' S era e e ice MEP Utility Nurse 1' CMQ 37o i we 5 1 ilttt�rk Rooax� Conferenr? Iri1 Sto" Med. Equipment I g Receiving 97 sq ft ® I q 60 sq ft 100 +; ;'° 70 sq ft ! 100 q ft 190 sit ft 119 sq ft 1 General 100 sq ft l + Sq ft oo sq ftt EXtenred 7 Tea Area 1' n Lours a q°cker - ® ,Y, I 1oa sc ft 181 bio hay: 295 s ft R6 - 1 30 sq It _ R8 _ III Rs I -. - ._ ..,.. R- . _.._... ...1 _.._ r-O �j � ® , _ `y Hall E WP 165 Hall En { 29 sq itt R7 • - - -- • I' 162 R3 ,. 147 - •• 161 �� 146 � -;i I 175 p , i exam f - ` I -- - Communicati _ ° we 4 1zs z: ., 1G:. 1 O ens Rm I. 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R4 R4 ----- _ -__. ® I I. 9 - - 4 O Id - r - -- � Wp - — 0 Silorag4l Vestibule _�Ss ; 155 I!, r 6 gg f '. 100 61 sq ft A4 rah 6 mn 3 I { 126sgft fi — 126s WP seCUClty I 105 ' WPKNOX BOX gq ft tOrage1I 65 qs ftWP WP 1 -- WP 1 ELECTRICAL LOW VOLTAGE FLOOR PLAN E-5 SCALE: 1 /8" = 1' LEGEND WALL/CEILING MOUNTED SECURITY CAMERA. POWER OVER ETHERNET; PROVIDE DATA DROP. WP = WEATHERPROOF CAMERA PROVIDED BY CAMERA PROVIDER, FOR EXTERIOR LOCATION aREQUEST TO EXIT BUTTON CONTROL MOTION FACCESS M DETECTORS. TIE INTO ACCESS CONTROL SYSTEM; MOTION NEAR INSIDE OF DOOR DISABLES ELECTROMAGNET, UNLOCKING THE DOOR. ®ELECTRIC DOOR STRIKES OR ELECTROMAGNETIC LOCKS, COORDINATE LOCATION AND REQUIREMENTS WITH ACCESS CONTROL SYSTEM PROVIDER. ODOOR CONTACT. CONNECT TO ACCESS CONTROL SYSTEM AND SECURITY SYSTEM FOR VERIFCATION OF DOOR CLOSURE. WP = PROVIDE WEATHERPROOF DOOR CONTACT OR WEATHERPROOF ENCLOSURE ® CARD READER FOR EXTERIOR DOORS; PAIRED WITH ELECTROMAGNETIC CONTROLS AND INFRARED DETECTORS. ® GLASS BREAK SENSOR (M� SECURITY WALL OR CEILING MOUNTED MOTION SENSOR. CONNECT TO BUILDING SECURITY SYSTEM. ® NURSE CALL ANNUNCIATOR PLAN NOTES 1. DEVICES SHOWN ARE BY OTHERS. PROVIDE WIRE AND CABLE AS SPECIFIED BACK TO HEAD END. OKEY NOTES 1. CENTRAL MONITORING STATION. LOCATION FOR INTERFACE OF MONITORING, REPORTING, AND CONFIGURING ALL SECURITY SYSTEMS, INCLUDING MONITORS, CONTROLS, ETC. 2. LOCATION FOR ALL SECURITY EQUIPMENT HEADENDS. PROVIDE ALL NECESSARY EQUIPMENT FOR THE ACCESS CONTROL, SECURITY/INTRUSION DETECTION, NURSE CALL, AND VIDEO ASSESSMENT AND SURVEILANCE SCOPE NOTES THIS SHEET IS A DIAGRAMMATIC REPRESENTATION OF: 1. LOW VOLTAGE DEVICE LOCATIONS FOR THE FOLLOWING LOW VOLTAGE SYSTEMS: a.SECURITY CAMERAS b.ACCESS CONTROL c. SECURITY INTRUSION DETECTION 2.SYSTEM EQUIPMENT/HEAD END LOCATIONS COMPLETE SYSTEMS (SECURITY CAMERA, ACCESS CONTROL AND SECURITY INTRUSION DETECTION) SHALL BE PROVIDED. THE INFORMATION ON THIS SHEET IS DIAGRAMMATIC AND IS PROVIDED FOR LAYOUT COORDINATION PURPOSES. SHOP DRAWINGS SHALL BE PROVIDED FOR LOW VOLTAGE PERMITTING AND INSTALLATION WILL BE PROVIDED BY THE DEVELOPER'S SUB -CONTRACTORS. THE SHOP DRAWINGS SHALL SHOW ALL DEVICE LOCATIONS, WIRING, POWER SOURCES, EQUIPMENT LOCATIONS AND INSTALLATION REQUIREMENTS. CUT SHEET FOR EQUIPMENT WILL BE PROVIDED, AS WELL AS CALCULATIONS FOR ANY BATTERY BACKUP REQUIREMENTS. SYSTEMS SHALL BE INSTALLED, TESTED AND CONNECTED TO OWNER DESIGNATED MONITORING SERVICES (IF MONITORING IS APPLICABLE OR REQUIRED). SYSTEMS NOT SHOWN ON PLANS, VERIFY REQUIREMENTS: NURSE CALL OR EXAM ROOM 'IN USE' LIGHTS. HAHN ENGINEERING, INC. MECHANICAL & ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy. Tampa, Florida 33629 T. 813.831.8599 W: www.hahneng com C.O.A.# 5 FILE NAME 18029-Elec tlwg %Jami URBANoRDER.tampa, Inc. 5006 south elberon street 33611 813.832.5557 aa2002460 JURBANoRDER.tampa, Inc. These plane are nopynghted and are eabject m copynght protection as an'archatia l work' under section 102 of the cor"i act 11 u a o ne ended December 1990 and known NarcMertUal works capynght Total act of 1990 The pmtacbon includes built not limited to the overall lone tl woll as armng,ment and composition of spaces and alemnntsnl the design under such protection, unauthnized use of these plane, won, or home refsmsend, can legally result in the caseation orc m.cbollorbuildingsbeingamazedandlw monetery compensation to URBANoRDERAampa me Foil registration AA26W24W ISSUE DATE 09/21 /2020 REVISIONS = m O LL Lial al c6 cn W N r,�, � N al \< � CO N DATE: 11 /13/2020 DRWN. J.D.E. CHKD. J.J.H. SCALE. 1 /8" = 1 r-0" SHEET NUMBER E�5 6 53i Zephyrhills PANEL 'SEC' PANEL SEC 11/13/20 HERTZ 60 AUTO CALCULATIONS HI VOLTAGE 208 SYM RMS AMPS 22,000 LOAD (VA) 7,701 LOW VOLTAGE 120 BREAKER TYPE MCB DIVERSITY(VA) 0 PHASE 3 MAIN LUG AMPS 60A MCB 25% C LOAD 68 #WIRES 4 FED TOP/BOTTOM TOP TOTAL VA 7,770 NEUTRAL Y MOUNTING SURFACE TOTAL KVA 8 GROUND BUS Y/N Y NEMA TYPE NEMA 1 CONN AMPS 22 GND WIRE Y/N Y MANUFACTURER SQUARE D FACTOR AMPS 3 WIRE THHN/THW THWN PANEL TYPE NQOD TOTAL AMPS 25 FROM M DESIGN AMPS 60 NO.OF POLES 42 MIN. AMPS 60 % FACTOR 15 BUSSING COPPER ISOLATED GND N X CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 1 20A-1 P REC 102 A D 360 -- - 3 20A-1 P REC 102 B D - 360 - 5 20A-1 P REC 102 C D - -- 360 7 20A-1 P REC 102 D D 360 - - 9 20A-1 P LTG 102 103 104 105 EF-1.4,1-5 C - 273 - 11 20A-1P REC COFFEE BREWER D - - 1,200 13 20A-1 P REC GENERAL ARMORY D 180 - -- 15 20A-1P REC GENERAL SECURITY D -- 180 -- 17 15A-3P VAV-1.4 V -- -- 636 19 -- - V 636 - - 21 - - V - 636 - 23 SPACE - - 0 25 SPACE 0 - - 27 SPACE ---- 0 - 29 SPACE - - 0 31 SPACE 0 -- - 33 SPACE - 0 - 35 SPACE - - 0 37 SPACE 0 - -- 39 SPACE - 0 - 41 SPACE -- - 0 CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 2 SPACE D 360 -- - 4 SPACE D - 360 - 6 20A-1P SECURITY SYSTEM (BY OTHERS) - - 1,200 8 20A-1P FACP 600 - - 10 SPACE - 0 - 12 SPACE - - 0 14 SPACE 0 - - 16 SPACE - 0 - 18 SPACE - - 0 20 SPACE 0 - - 22 SPACE - 0 - 24 SPACE - - 0 26 SPACE 0 - - 28 SPACE - 0 - 30 SPACE - - 0 32 SPACE 0 - - 34 SPACE - 0 - 36 SPACE - - 0 38 30A-3P TVSS 0 - 40 - - -- 0 - 42 - - - - 0 O RISER KEY NOTES 1. UTILITY COMPANY TRANSFORMER. COORDINATE LOCATION WITH UTILITY COMPANY AND OWNER, AND STAKE OUT AGREED UPON LOCATION. PREPARE TRANSFORMER BASE PER UTILITY COMPANY REQUIREMENTS, STUB UP CONDUIT AND PROVIDE PRE -CAST OR CAST IN PLACE PAD PER UTILITY COMPANY REQUIREMENTS. 2. PROVIDE SECONDARY OR FEEDER WIRING AS SHOWN. SEE FEEDER SCHEDULE. 3. PROVIDE METER EQUIPMENT GROUP APPROVED CT METER OUTSIDE OF MEP ROOM. METER SHALL MEET ALL LOCAL REQUIREMENTS AND CERTIFICATIONS. BOND PER NEC REQUIREMENTS. 4. PROVIDE 1200A RATED CT CABINET. 5. PROVIDE 1200A NEMA 3R 208/120V 30. 4W FUSED DISCONNECT. 6. PROVIDE NEC ARTICLE 250 COMPLIANT GROUNDING ELECTRODE SYSTEM. PROVIDE A #3/0 THWN COPPER MAIN SERVICE ELECTRODE GROUNDING CONDUCTOR IN CONDUIT FROM METER CENTER TO GROUND RODS WITH NAMEPLATE LABELED INSPECTION WELLS: PROVIDE THREE COPPER CLAD GROUND RODS, SPACED AND ARRANGED PER NEC ARTICLE 250.53, 5/8" DIA X 10'-0" LONG. DRIVE ADDITIONAL GROUND RODS TO ENSURE RESISTANCE IS 20 OHMS OR LESS. MEASURE RESISTANCE AND PROVIDE REPORT TO OWNER AND ENGINEER. CONNECT TO BUILDING STEEL, CONCRETE ENCASED ELECTRODE ('CEE') (IF NO VAPOR BARRIER PRESENT), AND METAL WATER LINES VIA #3/0 THWN CU WIRE. IF CEE IS PROVIDED, PROVIDE INSPECTION WELL OR METHOD TO INSPECT AND MONITOR CONNECTION. 7. PROVIDE NEMA 3R GENERATOR DOCKING STATION FOR ATS TO PROVIDE A LOCATION FOR OWNER TO CONNECT A PORTABLE GENERATOR, TRYSTAR GENERATOR DOCKING STATION OR EQUAL. PROVIDE PAD FOR DOCKING STATION, SECURE TO STRUCTURE AND/OR PAD. 8. PROVIDE 3-POLE 120/208V 1200A ATS, ASCO SERIES 300 OR APPROVED EQUAL. WHEN GENERATOR IS NOT PRESENT, ATS SHALL BE INHIBITED FROM TRANSFERRING LOAD. 9. PROVIDE 120/208V 30, 4W NEMA 1 1200A MCB PANEL 'Mo. SEE PANEL SCHEDULE. SQUARE D I -LINE HCR-U OR APPROVED EQUAL. 10. PROVIDE SERVICE ENTRANCE RATED, UL 3RD EDITION LISTED SURGE ARRESTOR (TVSS). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 11. PROVIDE PANEL WITH INDICATED CHARACTERISTICS. SEE PANEL SCHEDULES AND FEEDER SCHEDULE. 12. PROVIDE UL 3RD EDITION LISTED SURGE ARRESTOR (TVSS). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ass ELECTRICAL SCOPE 1. PROVIDE ALL EQUIPMENT AND MATERIAL SHOWN ON DRAWINGS AND IN SPECIFICATIONS, WHETHER OR NOT NOTES INCLUDE THE WORDS 'PROVIDE' OR 'ALL'. 2. PROVIDE ELECTRICAL FIXTURES, DEVICES AND EQUIPMENT SHOWN AND REQUIRED MATERIALS, LABOR AND EQUIPMENT FOR A COMPLETE AND OPERATIONAL FACILITY. 3. POWER: COORDINATE WITH UTILITY COMPANY TO PROVIDE ELECTRICAL SERVICE. PROVIDE SECONDARY WIRING, MAIN ELECTRICAL PANEL, FEEDERS, BRANCH PANELS, BRANCH CIRCUITS, AUTOMATIC TRANSFER SWITCH, OVER CURRENT PROTECTION DEVICES, BREAKERS, EQUIPMENT CONNECTIONS, SURGE SUPPRESSION AND OTHER DEVICES AS SHOWN. PROVIDE PERMANENT LABELS ON ALL DEVICE COVERS WITH CIRCUIT NUMBER. DEVICE COLOR AND COVER PLATES SHALL BE SELECTED BY ARCHITECT. PROVIDE ENGRAVED NAMEPLATES ON ALL EQUIPMENT WITH ITEM NAME AND CIRCUIT NUMBER. 4. LIGHTING: PROVIDE A COMPLETE LIGHTING SYSTEM INCLUDING LIGHT FIXTURES, BRANCH CIRCUITS, BREAKERS, SWITCHES, AND CONTROLS. OCCUPANCY AND VACANCY SENSORS SHALL BE PROVIDED TO COMPLY WITH ENERGY CODE REQUIREMENTS. EMERGENCY LIGHTING IS PROVIDED BY EMERGENCY BATTERIES INTEGRAL WITHIN DESIGNATED FIXTURES. AUTOMATIC DAYLIGHT CONTROLS ARE PROVIDED BY DAYLIGHT SENSORS WITHIN EACH DAYLIGHT ZONE. PROVIDE ROOM CONTROLLERS, POWER SUPPLIES AND ALL OTHER REQUIRED EQUIPMENT, MATERIALS AND PROGRAMMING REQUIRED FOR A COMPLETE AND FUNCTIONAL LIGHTING AND LIGHTING CONTROL SYSTEM. 5. DATA: PROVIDE DATA SYSTEM AS SHOWN ON PLANS. 6. FIRE ALARM SYSTEM: PROVIDE A COMPLETE SYSTEMS AS SHOWN. 7. SECURITY: SECURITY CAMERAS, ACCESS CONTROL AND SECURITY INTRUSION DETECTION: COMPLETE SYSTEMS (SECURITY CAMERA, ACCESS CONTROL AND SECURITY INTRUSION DETECTION) SHALL BE PROVIDED. THE INFORMATION ON THE PLANS IS DIAGRAMMATIC AND PROVIDED FOR LAYOUT COORDINATION PURPOSES. SHOP DRAWINGS SHALL BE PROVIDED FOR LOW VOLTAGE PERMITTING AND INSTALLATION WILL BE PROVIDED BY THE DEVELOPER'S SUB -CONTRACTORS. THE SHOP DRAWINGS SHALL SHOW ALL DEVICE LOCATIONS, WIRING, POWER SOURCES, EQUIPMENT LOCATIONS AND INSTALLATION REQUIREMENTS. CUT SHEET FOR EQUIPMENT WILL BE PROVIDED, AS WELL AS CALCULATIONS FOR ANY BATTERY BACKUP REQUIREMENTS. SYSTEMS SHALL BE INSTALLED, TESTED AND CONNECTED TO OWNER DESIGNATED MONITORING SERVICES (IF MONITORING IS APPLICABLE OR REQUIRED). SYSTEMS NOT SHOWN IN PLANS, VERIFY REQUIREMENTS: NURSE CALL OR EXAM ROOM 'IN USE' LIGHTS. 8. WORKMANSHIP FOR ALL ELECTRICAL SYSTEMS SHALL BE NEAT AND PROFESSIONAL AND SHALL COMPLY WITH CURRENT NECA/NEIS STANDARDS. F3 CT NORMAL O O CABINET POWER --------- -- MAIN QUICK CONNECT/ UTILITY PROVIDED M NEMA 3R DISCONNECT GENERATOR NEMA 3R DOCKING STATION 120/208 VOLT - - O5 TRANSFORMER; 0 1200A AVAILABLE FAULT CURRENT FUSES (AFC) CALCULATED USING: 1200A S2 120/208V G3 120/208V 30,4W Z=1.6%, POWER FACTOR = .9, 30,4W OWNER PROVIDED AND 300kVA: PORTABLE AFC = 57,828 AMPS. GENERATOR SCCR=65KA CABLES INSTALLED HERE, BY OTHERS b O2 TYPICAL L-------------------------J MEP ROOM SECURITY SW AREA NW AREA SE AREA SHARED NW AREA r------------------------------- --------------------------------------- --------� - _---_--------------------------- ----- ------ F4 I r---------------- � 2 TYPICAL I ----------- ----- ----- 1l l f =__ __ ______ - -- 1 I I I __l I I I F9 I ram-- ---� IIIIII I I F6 I F7 I F8 I I I I IIIIII F5 I 10 I I I I I ATS MAIN PANEL PANEL PANEL PANEL PANEL PANEL PANEL 'M' 'NE' 'SEC' 'SW' 'NW' 'SE' 'NW2' NEMA 1 NEMA 1 NEMA 1 NEMA 1 NEMA 1 NEMA 1 NEMA 1 NEMA 1 (D SPACE POLE 42 POLE 72 POLE 72 POLE 72 POLE 42 POLE (DSPACE SPACE SPACE SPACE SPACE SPACE 1200A 120/208V 1200A MCB 11 11 11 11 11 11 30,4W 120/208V 200A MCB 60A MCB 200A MCB 200A MCB 200A MCB 60A MCB 30,4W 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 30,4W 34,4W 30,4W 30.4W 30,4W 30,4W a a a 12 a 12 a 12 a in V Ln LLn 10 12 12 12 GENERAL NOTES 1. WORK SHALL MEET OR EXCEED REGULATORY 11. CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS AND NAMEPLATES ATTACHED TO EQUIPMENT BY STAINLESS RECEPTACLES FOR SECURITY PANELS, HVAC EMS PANELS, REQUIREMENTS, INCLUDING LATEST EDITION OF THE NFPA INSPECTIONS. STEEL SCREWS. COMPUTER OUTLETS, SOUND / INTERCOM SYSTEM AND 101 (LIFE SAFETY CODE), THE KENTUCKY BUILDING CODE CABLE TV HEAD END EQUIPMENT AND TV RECEPTACLES FIRST EDITION (2018), THE NATIONAL ELECTRICAL CODE 12. EXPOSED EXTERIOR CONDUIT SHALL BE RIGID GALVANIZED 18. WIREWAYS, PULLBOXES, OUTLETS AND JUNCTION BOXES WITH CORD & PLUG. 2014, AND LOCAL REQUIREMENTS & BUILDING CODES. STEEL. ALL EXPOSED INTERIOR CONDUIT SHALL BE RIGID SHALL BE PROPERLY SIZED PER THE NATIONAL GALVANIZED STEEL OR EMT. MC CABLE IS ALLOWABLE ELECTRICAL CODE. ALL PULLBOXES AND OUTLET BOXES 28. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR NO 2. EQUIPMENT, FIXTURES, SWITCHES, STARTERS, CONTACTORS, WHERE CONCEALED AND ALLOWED BY CODE. CONDUIT SHALL BE PLAINLY COLOR CODED AND HAVE WIRING MORE THAN 3% VOLTAGE DROP AT THE FARTHEST POINT. CONTROLS, DEVICES, CONNECTIONS, BOXES, MOUNTING INSTALLED BELOW SLAB OR UNDERGROUND MAY BE TAGGED TO INDICATE PANEL AND CIRCUIT NUMBERS. 20 AMPERE BRANCH CIRCUITS SHALL HAVE MINIMUM SIZE SUPPORTS, HARDWARE, WIRE, CONDUIT & ACCESSORIES SCHEDULE 40 PVC OR RIGID GALVANIZED STEEL PAINTED #10 COPPER HOMERUN WIRING FOR CIRCUITS OVER 57' SHALL BE PER PLANS AND SPECIFICATIONS FOR WITH HEAVY COAT OF BITUMASTIC PAINT (3/4" MINIMUM). 19. DISCONNECT SWITCHES SHALL BE SQUARE D, SIEMENS, LONG & #8 COPPER HOMERUN WIRING FOR CIRCUITS COMPLETE AND OPERATING ELECTRICAL SYSTEMS. CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. GENERAL ELECTRIC OR CUTLER HAMMER SAFETY OVER 150' LONG. WHERE BRANCH CIRCUITS AND FEEDER CONCEALED CONDUIT IN WALLS AND CEILINGS SHALL BE SWITCHES. SWITCHES SHALL BE HEAVY DUTY AND RATED CIRCUITS ARE OVERSIZED FOR VOLTAGE DROP, ENSURE 3. CIRCUIT NUMBERS INDICATED ON THE DRAWINGS ARE FOR EMT. EMT FITTINGS SHALL BE DIE CAST SET SCREW FOR THE PROPER VOLTAGE. SWITCHES SHALL BE RATED LUGS AND OTHER TERMINALS FOR MAIN CIRCUIT REFERENCE USE, CONTRACTOR TO BALANCE THE LOADS TYPE AT DRY INTERIOR LOCATIONS. EMT FITTINGS AT AS INDICATED ON THE DRAWINGS FOR SIZE, NUMBER OF BREAKERS, BRANCH CIRCUIT BREAKERS, DISCONNECT IN ALL PANELS IN WHICH WORK IS PERFORMED. DAMP, OR WET LOCATIONS SHALL BE DIE CAST POLES AND TYPE ENCLOSURE. SWITCHES, OR ANY OTHER EQUIPMENT WITH LUGS FOR MAINTAIN COMPLETE AS -BUILT DRAWINGS. PROVIDE COMPRESSION RAIN -TIGHT TYPE. WIRING (POWER, WIRING TERMINATION ARE LARGE ENOUGH TO TERMINATE ELECTRONIC AS -BUILT DRAWINGS AT COMPLETION OF LIGHTING, FIRE ALARM) SHALL BE IN CONDUIT. 20. FUSES SHALL BE BUSSMAN CURRENT LIMITING TYPE. THE OVERSIZED WIRING. PROJECT. ELECTRONIC SET OF DRAWINGS WILL BE PROVIDED FOR USE TO UPDATE THROUGHOUT PROJECT. 13. RECESSED LIGHTING FIXTURES SHALL HAVE THERMAL 21. LETTER INSIDE OR ADJACENT TO FIXTURE SYMBOL 29• DISPOSE OF LAMPS, BALLASTS, & OTHER HAZARDOUS PROTECTION. PROVIDE A FIXTURE SUPPORT AT EACH INDICATED TYPE - SEE FIXTURE SCHEDULE. MATERIALS IN ACCORDANCE WITH FEDERAL, STATE, LOCAL, 4. PROVIDE ENGRAVED NAMEPLATES FOR ALL ELECTRICAL CORNER FOR ALL LAY -IN LIGHT FIXTURES, OR PROVIDE & EPA REGULATIONS. EQUIPMENT. UL LISTED FIXTURE CLIPS AND REQUIRED MOUNTING 22. FOR EXACT LOCATIONS OF INTERIOR LIGHTING FIXTURES, HARDWARE & ACCESSORIES. DRIVERS AND BALLASTS SEE ARCH. REFLECTED CEILING PLANS. 30. MOTOR STARTERS, SAFETY SWITCHES, VARIABLE SPEED 5. PROVIDE REQUIRED CONDUIT & CABLE PENETRATIONS SHALL BE FUSED. DRIVES, RELAYS, MOTOR CONTROL CENTER, MDP'S, THROUGH PARTITIONS, WALLS, FLOORS, SLABS & ROOFS, 23. PROVIDE TELEPHONE/DATA OUTLETS WITH WIRING BACK SWITCHBOARDS, PANELBOARDS, CONTACTORS, & ALL WITH APPROVED FIRE SEALANT COMPOUND. 14. PROVIDE GREEN GROUND WIRE IN EACH RACEWAY, SIZE TO TELEPHONE BOARD AND NETWORK SERVER. OTHER ELECTRICAL EQUIPMENT, SHALL BE OF THE SAME WIRE IN ACCORDANCE WITH TABLE 250.122 OF THE NEC. MANUFACTURER UNLESS PROVIDED AS ELECTRICAL 6. CONDUCTORS SHALL BE COPPER, 600 VOLT WITH 24. WHERE RECEPTACLES ARE INSTALLED CLOSER THAN 72" EQUIPMENT ON APPROVED FACTORY FABRICATED MINIMUM SIZE OF #12 AWG THWN / THHN, UNLESS 15. PANELBOARDS SHALL BE CIRCUIT BREAKER TYPE AS FROM EDGE OF SINK OR LAV, RECEPTACLE SHALL BE OF EQUIPMENT, SUCH AS CHILLER STARTERS, ROOF TOP OTHERWISE SPECIFIED. WIRE SIZES OF #10 AND LARGER MANUFACTURED BY SQUARE D, SIEMENS, GENERAL THE GROUND FAULT CIRCUIT INT. TYPE, OR SERVED BY A UNITS, CONDENSING UNITS, ETC. SHALL BE STRANDED. ELECTRIC, OR CUTLER HAMMER, OR AS NOTED. GFCI BREAKER. PANELBOARDS SHALL HAVE A HINGED LOCKING DOOR. 31. PROVIDE FLEXIBLE CONDUIT & WIRING CONNECTION TO 7. EQUIPMENT SHALL BE RATED FOR MAXIMUM AVAILABLE PANELS RATED 600 AMPS AND LARGER SHALL HAVE 25. EXTERIOR RECEPTACLES SHALL BE WP GFCI TYPE WITH MOTORS &VIBRATING EQUIPMENT. VOLTAGE AND GROUND FAULT CURRENT. ALL EQUIPMENT HINGES ON THE COVER SO THAT THE COVER IS WP WHILE IN USE COVER. PROVIDE RECEPTACLE AT SHALL BE TESTED BY A NATIONAL TESTING LAB. SUPPORTED AND MAY SWING TO THE SIDE WHEN THE HVAC EQUIPMENT. 32. OUTDOOR EQUIPMENT, CONDUIT & CONNECTIONS SHALL COVER BOLTS ARE REMOVED. BE WEATHERPROOF. 8. CONTRACTOR SHALL COORDINATE ELECTRICAL 26. IN ADDITION TO THE LEGEND THE CONTRACTOR SHALL REQUIREMENTS AND MAKE FINAL CONNECTIONS OF 16. PROVIDE A TYPEWRITTEN CIRCUIT DIRECTORY WITH COORDINATE EXACT LOCATION OF OUTLETS AND DEVICES 33. PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS. EQUIPMENT FURNISHED BY OTHER TRADES. PROTECTIVE COVERING. WIRES IN PANEL SHALL BE WITH ARCHITECTURAL INTERIOR ELEVATIONS & CABINET TAGGED WITH CIRCUIT NUMBER. CIRCUIT BREAKERS FOR WORK. 34. WHERE GFCI RECEPTACLES ARE SHOWN, A SEPARATE GFCI 9. CONTRACTOR SHALL MAINTAIN A COMPLETE TEMPORARY MECHANICAL EQUIPMENT SHALL BE HACR TYPE. DEVICE SHALL BE PROVIDED, THEY SHALL NOT BE POWER SYSTEM DURING CONSTRUCTION. COORDINATE ALL 27. PROVIDE SERVICE RATED LIGHTNING SURGE ARRESTOR & SLAVED. POWER OUTAGES & CHANGEOVERS WITH THE OWNER. 17. SWITCHBOARDS, MCC'S, PANELBOARDS, CIRCUIT BREAKERS, SERVICE RATED TVSS SURGE PROTECTION AT THE MAIN TRANSFORMERS, DISCONNECT SWITCHES, MOTOR STARTERS SERVICE ENTRANCE. PROVIDE SUBPANEL RATED TVSS 35. PRIOR TO COMPLETION OF THE PROJECT, PROVIDE 10. CONTRACTOR SHALL GUARANTEE MATERIALS AND AND OTHER ELECTRICAL APPARATUS INSTALLED FOR THE SURGE PROTECTION AT PANELS PROVIDING POWER TO WRITTEN CERTIFICATION FOR EACH LIFE SAFETY AND LOW WORKMANSHIP FOR ONE YEAR. OPERATION OF ANY EQUIPMENT SHALL BE PROPERLY HVAC EQUIPMENT, MOTORS, COMPUTERS AND ELECTRONIC VOLTAGE ELECTRICAL SYSTEM. IDENTIFIED WITH ENGRAVED LAMINATED PLASTIC EQUIPMENT. PROVIDE SURGE PROTECTION TYPE f�SniF^�1 U i( Ss yA u�r. _cut! Ib. ron t t ",a9i The- plans ere coppphted end» subject 10 copyrvl pmwbw n - YrchRa t work' under sac 102 of as copyright as 17 u a.o.a emend.d Doo-ber 1990 and known-.."eclur.l woke capydghl probacbm nt of 1990. The protschon inoluOn bulls not bmtso d to the nnab forma well ee arrangement and compoaPoon d spoon and elements of the deignunder such p"'c""' uns.ftmad u-of dross plena, work or home repr-ent d, an lagelly muh in Me cn-ban of conal-bon or bulldmps being seed endo monat" compen-bon to 1.1119MloRDERRemps m , Flonde regabsbon AA21=460 ISSUE DATE 09/21 /2020 REVISIONS as m - - m O rc -soLL L c V, CL,- W -_ N Q` N � � con / a) CO N FEEDER SCHEDULE Q V -' w (n V IT W J W AVAILABLE AVAILABLE AMPERE INTERUPT DISTANCE VOLTAGE SINGLE OR CONDUIT RISER ID FROM TO AMPERAGE (AMPS) LOAD (AMPS) FAULT CURRENT (AFC) L-L (AMPS) FAULT CURRENT (AFC) L-N (AMPS) CAPACITY RATING (AIC RATING) (HORIZ+VERY) (FEET) DROP N THREE PHASE 10 / 30 # OF SETS CONDUCTOR MATERIAL PHASE CONDUCTORS QTY SIZE NEUTRAL CONDUCTOR QTY SIZE GROUND EGC/GEC QTY GEC/EGC SIZE SIZE (PER SE CONDUIT MATERIAL S1 UTIL CT CABINET 1,200 955 48,262 41,404 65,000 40 0.37% 3 4 CU 3 #400 KCM 1 #400 KCM 1 GEC #3/0 3" PVC S2 CT CABINET MAIN D/C 1,200 955 47,112 39,737 65,000 5 0.43% 3 4 CU 3 #400 KCM 1 #400 KCM 1 EGC #4/0 3" EMT F3 MAIN D/C MTS N 1,200 955 46,014 38,199 65,000 5 0.48% 3 4 CU 3 #400 KCM 1 #400 KCM 1 EGC #4/0 3" EMT G3 GDS MTS SB 1,200 955 34,667 28,865 65,000 5 0.62% 3 4 CU 3 #400 KCM 1 #400 KCM 1 EGC #4/0 3" 1 EMT F4 MTS N M 1,200 955 42,887 34,071 65,000 15 0.65% 3 4 CU 3 #350 KCM 1 #350 KCM 1 EGC #3/0 3" EMT F5 M NE 200 120 37,652 27,903 42,000 5 0.70% 3 1 CU 3 #3/0 1 #3/0 1 EGC #6 2" EMT F6 M SW 200 123 9,582 5,220 22,000 125 1.85% 3 1 CU 3 #3/0 1 #3/0 1 EGC #6 2" EMT F7 M NW 200 187 11,237 6,219 22,000 130 2.09% 3 1 CU 3 #250 KCM 1 #250 KCM 1 EGC #4 2 1/2" EMT F8 M SE 200 111 13,300 7,510 22,000 80 1.34% 3 1 CU 3 #3/0 1 #3/0 1 EGC #6 2" EMT F9 M NW2 60 12 1,858 943 22,000 150 1.34% 3 1 CU 3 #6 1 #6 1 EGC #10 1" EMT F10 M SEC 60 25 4,361 1 2,264 22,000 60 1.23% 3 1 CU 3 #6 1 1 1 #6 1 EGC #10 1" EMT NOTES: 1. LENGTHS ARE FOR FAULT CURRENT AND VOLTAGE DROP CALCULATIONS ONLY. CONTRACTOR SHALL FIELD VERIFY ALL CONDUIT 2. SELECTED FEEDERS PHASE AND EGC CONDUCTORS ARE OVERSIZED FOR VOLTAGE DROP. ROUTES AND LENGTHS. LUMINAIRE SCHEDULE MARK VOLTAGE LAMP TYPE WATTS MOUNTING DIMMING DESCRIPTION L1(EM) METALUX CRUZE 24CZ2 40 UNV (EL7W) L835 CD1 UNV LED 40 GRID LAY -IN 0-1 OV 2'X4' LED GRID LAY -IN FLAT PANEL, 0-1 OV DIMMING; (WITH EMERGENCY BATTERY) L2 METALUX 4VVNLED LD4 32SL F UNV CD1 UNV LED 29 CEILING SURFACE 0-10V SURFACE MOUNTED STRIP LIGHT FOR UTILITY ROOMS L3(EM) HALO COMMERCIAL HC6 20 D010 (REM7) HM6 12 835 61 MD X 61 PS WD W UNV LED 21 RECESSED CEILING 0-10V RECESSED 6 INCH LED (WITH EMERGENCY BATTERY) L4 (EM) HALO COMMERCIAL HC6 20 DO 10 HM6 12 835 61 MD X 61 PS WD W UNV LED 21 RECESSED CEILING 0-10V RECESSED 6 INCH LED, WET LOCATION LISTED (WITH EMERGENCY BATTERY) L5(EM) CORONET LS4 LED UPDN 4 35 IN-LTG1 D-LTG1 UNV DB WAC IN -SD D-SD (EM 120V) UNV LED 36 PENDANT 0-10V PENDANT LIGHT, 4' DECORATIVE STRIP (WTH EM BATTERY) L6 METALUX 2 BCLED LD4 20SL F UNV 835 CD1 UNV LED 23 WALL 0-1 OV WALL MOUNTED VANITY LIGHT L8 (EM) COOPER INVUE ENC-E02-LED-El-BL3-XX-8030-BBB120-DIM UNV LED 52 EXTERIOR WALL 0-1 OV WALL MOUNTED EXTERIOR LIGHT, COLOR TEMPERATURE AND FINISH BY ARCHITECT. X SURELITE LPX7 SD UNV LED 10 WALL/CEILING NO LED EXIT LIGHT WITH BATTERY, OPTIONS SELECTED BYARCHITECT NOTES: 1. VERIFYCOLOR TEMPERATURE OF ALL LAMPS PRIOR TO ORDERING. ALL LUMINAIRES SHALL BE SAME COLOR TEMP UNLESS DIRECTED OTHERVVISE. 2. PROVIDE PROPER SUPPORT FOR ALL LUMINAIRES. 3. PROVIDE FUSES FOR ALL LUMINAIRES. 4. PROVIDE LAMPS FOR ALL FIXTURES. DATE: 11 /13/2020 DRWN: J.D.E. CHKD: J.J.H. SCALE: 1 /8" = V-0" SHEET NUMBER E�6 2:4 1-0 PANEL 'SW' PANEL SW 11113/20 HERTZ 60 AUTO CALCULATIONS HI VOLTAGE 208 SYM RMS AMPS 22,000 LOAD (VA) 42,734 LOW VOLTAGE 120 BREAKER TYPE MCB DIVERSITY(VA) (4,720) PHASE 3 MAIN LUG AMPS 200A MCB 25% C LOAD 415 #WIRES 4 FED TOP/BOTTOM TOP TOTAL VA 38,429 NEUTRAL Y MOUNTING SURFACE TOTAL KVA 38 GROUND BUS YIN Y NEMA TYPE NEMA 1 CONN AMPS 107 GND WIRE YIN Y MANUFACTURER SQUARE D FACTORAMPS 16 WIRE THHN/THW THWN PANEL TYPE NQOD TOTAL AMPS 123 FROM M DESIGN AMPS 200 NO.OF POLES 72 MIN. AMPS 200 % FACTOR 15 BUSSING COPPER ISOLATED GND N X CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 1 20A-lP REC 141 D 900 -- 3 20A-lP REC 139 D ----- 900 ----- 5 20A-lP REC 142 D ---- ---- 900 7 20A-lP REC 148 CIRC. PUMP D 180 --- -- 9 20A-lP REC 134/136 D ---- 540 -- 11 20A-lP REC 159 D ----- -- 900 13 20A-lP REC 158 D 900 ---- -- 15 20A-lP REC 150 D ---- 900 --- 17 20A-lP REC 150 COPIER D ---- --- 1,200 19 20A-lP REC 153 D 900 --- -- 21 20A-lP REC 153 COPIER D - 1,200 -- 23 20A-1P REC 155 COPIER D -- -- 1,200 25 20A-lP REC 155 D 900 -- ----- 27 20A-1P REC 152 D ---- 900 -- 29 20A-1P REC 152 COPIER D --- -- 1,200 31 20A-lP REC 154 D 900 --- --- 33 20A-lP REC 154 COPIER D -- 1,200 --- 35 20A-lP REC 156 COPIER D - -- 1,200 37 20A-lP REC 156 D 900 --- -- 39 20A-lP REC 140 D -- 900 -- 41 20A-lP REC 1341136 FLOOR D - --- 0 43 30A-3P VAV-2-1 V 3,036 --- --- 45 - - V ---- 3,036 ----- 47 V --- -- 3,036 49 15A-3P VAV-2-2 V 1,044 --- ----- 51 --- V --- 1,044 ----- 53 --- --- V -- -- 1,044 55 15A-3P VAV-2-3 V 1,044 -- ----- 57 - - V -- 1,044 ----- 59 - V --- -- 1,044 61 15A-3P VAV-2-4 V 1,044 --- ---- 63 V -- 1,044 ----- 65 V -- -- 1 044 67 15A-3P VAV-2-5 V 1,044 69 --- - V - 1,044 -- 71 V --- -- 1,044 CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 2 20A-lP SPARE D 0 --- 4 20A-lP SPARE D ---- 0 6 20A-1P REC CORRIDOR D -- -- 720 8 20A-lP SPARE 0 --- -- 10 20A-lP SPARE -- 0 -- 12 SPACE --- --- 0 14 SPACE 0 -- -- 16 SPACE - 0 --- 18 SPACE ----- -- 0 20 SPACE 0 -- ----- 22 SPACE - 0 ----- 24 SPACE --- --- 0 26 SPACE 0 -- ----- 28 SPACE -- 0 -- 30 SPACE ---- -- 0 32 20A-lP LTG 134/13511361137 C 421 -- ----- 34 20A-lP LTG E CENTRAL & EF-4-314-5,2-1 C --- 757 --- 36 20A-1 P LTG SW C -- -- 480 38 SPACE 0 -- -- 40 SPACE - 0 -- 42 SPACE - -- 0 44 SPACE 0 -- -- 46 SPACE ---- 0 -- 48 SPACE -- -- 0 50 SPACE 0 ---- -- 52 SPACE - 0 -- 54 SPACE -- -- 0 56 SPACE 0 --- ----- 58 SPACE - 0 ----- 60 SPACE -- --- 0 62 SPACE 0 -- ----- 64 SPACE ---- 0 -- 66 SPACE - -- 0 68 30A-3P TVSS 0 ---- --- 70 - - 0 -- 72 - ----- ----- 0 LOAD CALCULATIONS FOR PANEL CONNECTED LOAD L1 CONNECTED LOAD L2 CONNECTED LOAD L3 SUB TOTAL VA RECEPTACLE LOAD LESS 1ST 10,000 VA REMAINING VA 50% OF THE REMAINING VA LESS DIVERSITY (PER ARTICLE 220-44 N.E.C.) CONTINUOUS LOAD PLUS 25% OF THE CONTINUOUS LOAD HVAC LOAD: HEATING>COOLING REMOVE COOLING LOAD SUB TOTAL FACTOR 15% TOTAL VA 13,213 VA 14,509 VA 15,012 VA 42,734 VA 19,440 VA - 10,000 VA 9,440 VA 4,720 VA (4,720) VA 1,658 VA X .25 415 VA 21,636 0 AMPS 44,193 VA / 1.73 / VOLTAGE - 208 0 VA 38,429 VA 5,764 VA 44,193 VA 123 AMPS PANEL 'SE' PANEL S= ';1i',3'20 HERTZ 610 AUTO CALCULATIONS HI VOLTAGE 208 SYM RMS AMPS 22,000 LOAD (VA) 37,757 LOW VOLTAGE 120 BREAKER TYPE MCB DVERSITY(VA) (1525) PHASE 3 MAIN LUG AMPS 200A MCB 25% C LOAD 514 #WIRES 4 FED TOPBOTTOM TOP TOTAL VA 34,746 NEUTRAL Y MOUNTING SURFACE TOTAL KVA 35 GROUND BUS YIN Y NEMA TYPE NEMA 1 CONN AMPS 97 GND WIRE YIN Y MANUFACTURER SQUARED FACTOR AMPS 14 WIRE THHNITHW THWN PANELTYPE NQOD TOTAL AMPS 111 FROM M DESIGN AMPS 200 NO.OF POLES 72 MIN. AMPS 200 % FACTOR 15 BUSSING COPPER ISOLATED GND N X CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 1 20A-lP REC 112 A D 720 --- 3 20A-lP REC 112 B D --- 540 -- 5 20A-lP REC 113 A D ----- -- 540 7 20A-lP REC 110 D 360 -- -- 9 20A-lP REC 121 A D - 900 -- 11 20A-lP REC 109 A D - --- 540 13 20A-lP REC 109 B D 720 ----- ----- 15 20A-lP REC 101 D - 900 17 20A-lP SPARE -- -- 0 19 20A-lP SPARE 0 --- ----- 21 20A-lP REC 122 A D ----- 720 ---- 23 20A-lP REC 132 A D - --- 720 25 20A-lP REC 132 B D 900 27 20A-lP REC 132 C D -- 900 ----- 29 20A-1P REC 132 FLOOR D --- ----- 360 31 20A-lP REC 114 180 ----- -- 33 20A-lP SPARE -- 0 --- 35 20A-lP REC 110 COPIER D ----- -- 1.200 37 20A-lP REC 110 SHREDDER D 1,200 --- -- 39 20A-lP SPARE D - 0 -- 41 20A-lP SPARE D - --- 0 43 20A-3P VAV-1-1 V 1,608 --- ----- 45 - V - 1,608 ----- 47 - V -- -- 1,608 49 20A-3P VAV-1-2 V 1,608 -- ----- 51 - V - 1,608 ---- 53 - - V --- ----- 11,608 55 20A-3P VAV-1-3 V 1,608 ---- ----- 57 - - V - 1,608 ---- 59 - V - -- 1 608 61 SPACE 0 --- 63 SPACE - 0 ----- 65 SPACE --- -- 67 SPACE 0 -- 69 SPACE ----- 0 --- 71 SPACE - ---- 0 CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 2 20A-1P REC VEND D 1,200 --- 4 20A-lP REC VEND D --- 1,200 --- 6 20A-lP REC 106 D - -- 720 8 20A-lP REC EWC D 370 --- -- 10 20A-lP REC 113 B D -- 540 --- 12 SPACE D - 0 14 SPACE D 0 -- 16 20A-lP REC 122 B D - 540 ---- 18 20A-lP REC ROOF CONY. D - --- 720 20 20A-lP REC 121 B D 540 --- ----- 22 20A-2P HYDROTHERM ---- 1,000 ----- 24 --- SPECIFY ELC REOS - -- 1.000 26 20A-2P HYDROTHERM 1,000 -- 28 --- SPECIFY ELC REQS -- 1,000 ---- 30 SPACE --- -- 0 32 20A-lP LTG E C 536 --- ---- 34 20A-1P LTG SE & EF-1-1,1-2,1-3,3-1,3-3 C - 1,159 ---- 36 20A-'I P LTG 132 C - --- 360 38 SPACE 0 -- ----- 40 SPACE - 0 --- 42 SPACE - ----- 0 44 SPACE 0 --- 46 SPACE - 0 48 SPACE - ----- 0 50 SPACE 0 ---- ---- 52 SPACE -- 0 54 SPACE - -- 0 56 SPACE 0 --- ----- 58 SPACE - 0 60 SPACE ----- -- 0 62 SPACE 0 --- ---- 64 SPACE --- 0 ---- 66 SPACE --- --- 0 68 30A-3P TVSS 0 --- -- 70 - 0 --- 72 - -_ -- 0 LOAD CALCULATIONS FOR PANEL CONNECTED LOAD Ll 12,550 VA CONNECTED LOAD L2 14,223 VA CONNECTED LOAD L3 10,984 VA SUB TOTAL VA 37,757 VA RECEPTACLE LOAD 17,050 VA LESS 1ST 10,000 VA 10,000 VA REMAINING VA 7,050 VA 50% OF THE REMAINING VA 3,525 VA LESS DIVERSITY (PER ARTICLE 220-44 N.E.C.) (3.525) VA CONTINUOUS LOAD 2,055 VA X .25 PLUS 25% OF THE CONTINUOUS LOAD 514 VA HVAC LOAD: HEATING>COOLING 14,472 REMOVE COOLING LOAD 0 0 VA SUB TOTAL 34,746 VA FACTOR 15% 5,212 VA TOTAL VA 39,958 VA AMPS 39,958 VA 1 1.73 1 VOLTAGE - 208 111 AMPS PANEL 'NE' PANEL N,F 11/13/20 HERTZ AUTO CALCULATIONS HI VOLTAGE 208 SYM RMS AMPS 42,000 LOAD (VA) 42,083 LOW VOLTAGE 120 BREAKER TYPE MCB DIVERSITY(VA) (5,470) PHASE 3 MAIN LUG AMPS 200A MCB 25% C LOAD 927 #WIRES 4 FED TOP/BOTTOM TOP TOTAL VA 37,540 NEUTRAL Y MOUNTING SURFACE TOTAL KVA 38 GROUND BUS YIN Y NEMA TYPE NEMA 1 CONN AMPS 104 GND WIRE YIN Y MANUFACTURER SQUARE D FACTOR AMPS 16 WIRETHHN/THW THWN PANEL TYPE NQOD TOTALAMPS 120 FROM M DESIGN AMPS 200 NO.OF POLES 72 MIN. AMPS 200 % FACTOR 15 BUSSING COPPER ISOLATED GND N X CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 1 20A-lP REC 118 A D 540 --- 3 20A-lP REC 116 D -- 900 --- 5 20A-lP REC 117 A D --- --- 720 7 20A-lP REC 117 B D 540 --- -- 9 20A-11P REC 115 A D --- 900 - 11 20A-lP REC 115 COPIER D --- --- 1,200 13 20A-11P REC 127 A D 720 --- --- 15 20A-1P REG 127 B D --- 540 --- 17 20A-lP REC 124 D --- --- 900 19 20A-lP REC 124 COPIER D 1.200 --- --- 21 20A-lP REC 123 A D --- 720 --- 23 20A-lP REC 123 B D --- --- 540 25 20A-lP REC 128 ALCOVE, SCALE D 720 --- --- 27 20A-1P REC 126 A D --- 720 --- 29 20A-lP REC 125 A D --- --- 720 31 20A-110 REC 125 B D 540 -- --- 33 20A-lP REC 173 A D --- 720 --- 35 20A-lP REC 173 B D --- --- 720 37 20A-lP REC 173 C D 720 --- ---- 39 20A-lP REC 173 D D -- 720 --- 41 20A-lP REC 173 E D --- --- 720 43 15A-3P VAV-3-1 V 1,044 --- --- 45 - - V - 1,044 --- 47 - - V --- --- 1,044 49 15A-3P VAV-3-2 V 1,044 -- --- 51 - - V -- 1,044 - 53 - - V -- --- 1,04�1 55 20A-3P VAV-3-3 V 1,608 --- -- 57 - - V -- 1,608 --- 59 - - V --- --- 1,608 61 15A-3P VAV -3-4 V 1, 044 --- --- 63 -- - V --- 1,044 --- 65 --- - V -- --- 1,044 67 20A-3P VAV-3-5 V 11608 -- --- 69 -- - V -- 1,608 --- 71 - - V CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 2 20A-lP REC 173 F D 720 -- 4 20A-1P REC 174 A D -- 720 --- 6 20A-lP REC 174 B D -- --- 720 8 20A-lP REC 172 A D 540 --- --- 10 20A-lP REC 172 B D --- 540 --- 12 20A-lP REC 173 G D --- -- 360 14 20A-lP SPARE D 0 --- --- 16 20A-11P REC 176/177 D --- 360 --- 18 20A-lP REC 179/CORRIDOR D -- --- 720 20 20A-lP REC 173 UC REF D 0 --- --- 22 20A-lP REC 173 H D -- U --- 24 20A-lP REC 1731 D --- --- 0 26 SPACE 0 -- ---- 28 20A-lP LTG EXTERIOR C --- 474 --- 30 20A-IP LTG PARK. LOT (BY OTHERS) C -- --- 1,200 32 20A-lP LTG N-S CORRIDORS C 600 -- --- 34 20A-lP LTG N-NE EF-3-4 C --- 843 --- 36 20A-11P LTG NE & N-CENTRAL EF-3-2 C --- --- 591 38 20A-lP REC 118 B D 540 --- -- 40 20A-lP REC 126 B D --- 0 -- 42 SPACE_ --- --- 0 44 SPACE 0 - --- 46 SPACE -- 0 --- 48 SPACE --- --- 0 50 SPACE 0 - --- 52 SPACE --- 0 ---- 54 SPACE -- --- 0 56 SPACE 0 ---- --- 58 SPACE -- 0 --- 60 SPACE -- --- 0 62 SPACE 0 --- --- 64 SPACE --- 0 --- 66 SPACE --- --- 0 68 30A-3P TVSS 0 --- --- 70 - - - 0 --- 72 - - - --- 0 LOAD CALCULATIONS FOR PANEL CONNECTED LOAD L1 13,728 VA CONNECTED LOAD L2 14,505 VA CONNECTED LOAD L3 13,851 VA SUB TOTAL VA 42,083 VA RECEPTACLE LOAD 20,940 VA LESS 1ST 10,000 VA - 10,000 VA REMAINING VA 10,940 VA 50% OF THE REMAINING VA 5,470 VA LESS DIVERSITY (PER ARTICLE 220-44 N.E.C.) (5,470) VA CONTINUOUS LOAD 3,707 VA X .25 PLUS 25% OF THE CONTINUOUS LOAD 927 VA HVAC LOAD: HEATING>COOLING 17,436 REMOVE COOLING LOAD 0 0 VA SUB TOTAL 37,540 VA FACTOR 15% 5,631 VA TOTAL VA 43,171 VA AMPS 43,171 VA / 1.73 / VOLTAGE - 208 120 AMPS PANEL'M' PANEL ('/I 11/13/20 HERTZ 60 AUTO CALCULATIONS HI VOLTAGE 208 SYM RMS AMPS 65,000 LOAD (VA) 335,059 LOW VOLTAGE 120 BREAKER TYPE MCB DIVERSITY(VA) (38,715) PHASE 3 MAIN LUG AMPS 1200A MCB 25% C LOAD 2,386 #WIRES 4 FED TOP/BOTTOM TOP TOTAL VA 298,730 NEUTRAL Y MOUNTING SURFACE TOTAL KVA 299 GROUND BUS YIN Y NEMA TYPE NEMA 1 CONN AMPS 830 GND WIRE Y/N Y MANUFACTURER SQUARE D FACTOR AMPS 125 WIRE THHN/THW THWN PANEL TYPE ILINE TOTAL AMPS 955 FROM MTS (N) DESIGN AMPS 1200 NO.OF POLES 42 MIN. AMPS 1200 % FACTOR 15 BUSSING --OPPER ISOLATED GND N x CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 1 200A-3P PANEL'NE' 13.728 -- 3 --- --- ---- 14,505 - 5 --- - -- --- 13,851 7 200A-3P PANEL 'SW' 13,213 --- -- 9 -- --- ---- 14,509 --- 11 --- --- --- - 15,012 13 200A-3P PANEL'NW' 21,734 --- 15 - - --- 22,000 ---- 17 --- --- ---- ---- 22,19( 19 200A-3P PANEL'SE' 12,550 ---- ---- 21 - -- --- 14,223 ---- 23 - --- - -- 10,984 25 60A-3P PANEL'NW2' 1,584 ---- ---- 27 --- - ---- 1,044 ---- 29 --- -- ---- -- 1,044 31 60A-3P PANEL'SEC' 2,496 - -- 33 --- --- - 1,809 -- 35 --- -- ---- 3,396 37 20A-1 P SPARE 0 ---- -- 39 20A-1 P SPARE ---- 0 ---- 41 20A-1P SPARE ---- -- 0 CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 2 80A 3P KTU 1 V 6,984 ---- 4 --- V ---- 6,984 ---- 6 --- --- V --- ---- 6,984 8 110A-3P RTU-2 V 10,296 --- - 10 --- --- V ---- 10,296 ---- 12 --- - V --- --- 10,296 14 100A-3P RTU-3 V 8,688 -- ---- 16 -- -- V ---- 8,688 ---- 18 --- --- V --- ---- 8,688 20 175A-3P RTU-4 V 17,592 ---- --- 22 --- --- V ---- 17,592 -- 24 -- --- V -- -- 17,592 26 20A-3P WATER HEATER 1,500 -- ---- 28 - --- ---- 1,500 - 30 --- ---- - 1,500 32 30A-3P WATER HEATER 2,000 34 --- --- 2,000 36 --- --- 2,000 38 20A-1 P SPARE 0 ---- 40 20A-1 P SPARE ---- 0 ---- 42 20A-1 P SPARE -- --- 0 LOAD CALCULATIONS FOR PANEL CONNECTED LOAD L1 110,365 VA CONNECTED LOAD L2 113,150 VA CONNECTED LOAD L3 111,544 VA SUB TOTAL VA 335,059 VA RECEPTACLE LOAD 87,430 VA LESS 1ST 10,000 VA - 10,000 VA REMAINING VA 77,430 VA 50% OF THE REMAINING VA 38,715 VA LESS DIVERSITY (PER ARTICLE 220-44 N.E.C.) (38,715) VA CONTINUOUS LOAD 9,545 VA X 25 PLUS 25% OF THE CONTINUOUS LOAD 2,386 VA HVAC LOAD: HEATING>COOLING 223,572 REMOVE COOLING LOAD 0 0 VA SUB TOTAL 298,730 VA FACTOR 15% 44,810 VA TOTAL VA 343,540 VA AMPS 343,540 VA / 1.73 / VOLTAGE - 208 955 AMPS uoampzl URBANoRDER.tampa, Inc. 5006 south elberan street 33611 813.832.5557 aa2002.460 ORDER.tampa. Theca plena ere copynghled end are subject to copynphl protection. en'-hile Wm1 work' under sermon 102 of the copynght act 17 u e o a mended December 1990 and known ae achd t-1 wake copyright proeeeon act of 1W The prat- mcWd. b-e not kmbd to e e .sell form ere wall as arren9-1 and rhp-b. of spaces and elemoms of me deai9n under each protechan, a authorized uea at mesa plans. work a home representedcan lepally -1t,n the czaeaeon ne of coeucsoe or bu Jdings bang sound and/or monetary cornpanaatnm m t1RSAWDERRempa - , T lorido rephehon AA26MZ460. ISSUE DATE 09/21 /2020 REVISIONS > 0 CY] _0 LL U) W N N E- a QW r (D CO N CIO LL W CIO Q Q z U Q cn ry w E- O U z W U J J W W 2 0 c ) DATE 11/13/2020 DRWN J.D.E. CHKD: J.J.H. SCALE: N.T.S. SHEET NUMBER ALUMINUM BONDING STRAP ALUMINUM PIPE BONDING CLAMP ALUMINUM BONDING PLATE SECONDARY SIZE BONDING CLAMP zp CAST ALUMINUM PARALLEL SPLICER ALUMINUM *4%�* 8 BONDING LUG a CAST ALUMINUM BONDING LUG ALUMINUM MAIN FLAT METAL BONDING CLAMP ALUMINUM FLAT METAL BONDING CLAMP COPPER CABLE CABLE FROM HIGH ROOF DOWN TO LOW ROOF STUB OUT ABOVE LOW - ROOF COUNTERFLASHING SECONDARY BONDING CLAMP OR LUG OPPER BONDING WIRE #6 AWG TO PARALLEL SPLICER ROOF DRAIN ECONDARY VTR BONDING CLAMP OR STRAP OPPER BONDING WIRE #6 AWG TO PARALLEL SPLICER TYPICAL DETAILS NO SCALE 5 AIR TERMINAL i- THRU ROOF CONNECTOR /-1" PVC CONDUIT (BY ELECTRICIAN) WITH COPPER CABLE CABLE SECURED WITH ADHESIVE BASE AIR TERMINAL ON PARAPET +. THRU ROOF CONNECTOR 1" PVC CONDUIT (BY ELECTRICIAN) WITH COPPER CABLE CABLE FROM ROOF DOWN TO GROUND NOTE: CONSULT WITH ROOFING SUB -CONTRACTOR FOR REQUIRED FLASHING METHOD FOR THRU-ROOF PENETRATION TO MAINTAIN ROOF WARRANTY. GRADE 6" MAX. 2' MtN.^4 EXOTHERMIC CONNECTION TO GROUND ROD 3/4" X 10' GROUND ROD TYPICAL DOWNLEAD NO SCALE 4 COPPER LIGHTNING PROTECTION OR GRC CONDUCTOR EXOTHERMIC WELD COPPER, COPPER CLA STAINLESS STEEL GRi ROD GROUND ROD DETAIL NO SCALE 2 COPPER CLASS I LIGHTNIN PROTECTION CONDUCTOR THRU-ROOF CONNECTOI COPPER CLASS I LIGHTN PROTECTION CONDUCT( THRU ROOF CONNECTOR NO SCALE 3 BARE COPPER CONDUCTOR 1" PVC CONDUIT BY ELECTRICAL CONTRACTOR W W W W W W ° STUB CONDUIT OUT 6" MAXIMUM BELOW GRADE d a � BARE COPPER CONDUCTOR 2'-0" MIN. EXOTHERMIC WELD 3/4" X 10' COPPERCLAD GROUND ROD TYPICAL CABLING ROUTING 1 NO SCALE PANEL 'NW2' PANEL NW2 11/13/20 HERTZ 60 AUTO CALCULATIONS HI VOLTAGE 208 SYM RMS AMPS 22,000 LOAD (VA) 3,672 LOW VOLTAGE 120 BREAKER TYPE MCB DIVERSITY(VA) 0 PHASE 3 MAIN LUG AMPS 60A MCB 25% C LOAD 0 #WIRES 4 FED TOP/BOTTOM TOP TOTAL VA 3,672 NEUTRAL Y MOUNTING SURFACE TOTAL KVA 4 GROUND BUS YIN Y NEMA TYPE NEMA 1 CONN AMPS 10 GND WIRE YIN Y MANUFACTURER SQUARE D FACTOR AMPS 2 WIRE THHN/THW THWN PANEL TYPE NQOD TOTAL AMPS 12 FROM M DESIGN AMPS 60 NO.OF POLES 42 MIN. AMPS 60 % FACTOR 15 BUSSING COPPER ISOLATED GND N X CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 1_3 1 20A-1 P REC 163 D 540 --- 3 20A-1 P LTG 163 C -- 0 - - 5 20A-1P SPARE --- --- 7 20A-1P SPARE 0 --- ---- 9 SPACE --- 0 --- 11 SPACE --- --- 0 13 SPACE 0 --- 15 SPACE --- 0 - - 17 SPACE --- - 0 19 SPACE 0 --- --- 21 SPACE --- 0 --- 23 SPACE - -- 0 25 SPACE 0 - -- 27 SPACE -- - 0 --- 29 SPACE --- - n 31 SPACE 0 --- - 33 SPACE -- 0 35 SPACE ---- --- (i 37 15A-3P VAV-4-7 1.044 - --- 39 - - -- 1.044 --- 41 - --- --- 1,044 CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 2 SPACE 0 --- 4 SPACE --- 0 -- 6 SPACE 8 SPACE 0 --- 10 SPACE - 0 --- 12 SPACE --- -- 0 14 SPACE 0 --- --- 16 SPACE ---- --- 18 SPACE --- - 0 20 SPACE 0 --- --- 22 SPACE -- 0 --- 24 SPACE -- - 0 26 SPACE 0 --- --- 28 SPACE - 0 -- 30 SPACE -- - 0 32 SPACE 0 --- --- 34 SPACE - 0 --- 36 SPACE - - 0 38 30A-3P TJSS 0 --- --- 40 - - --- 0 --- 42 - - - -- 0 PANEL 'NW' PANEL NW 11/13/20 HERTZ 60 AUTO CALCULATIONS HI VOLTAGE 208 SYM RMS AMPS 22,000 LOAD (VA) 65,931 LOW VOLTAGE 120 BREAKER TYPE MCB DIVERSITY(VA) (7,870) PHASE 3 MAIN LUG AMPS 200A MCB 25% C LOAD 463 #WIRES 4 FED TOP/BOTTOM TOP TOTAL VA 58.524 NEUTRAL Y MOUNTING SURFACE TOTAL KVA 59 GROUND BUS YIN Y NEMA TYPE NEMA 1 CONN AMPS 163 GND WIRE YIN Y MANUFACTURER SQUARE D FACTOR AMPS 24 WIRE THHN/THW THWN PANEL TYPE NQOD TOTALAMPS 187 FROM M DESIGN AMPS 200 NO.OF POLES 72 MIN. AMPS 200 % FACTOR 15 BUSSING COPPER ISOLATED GND N X CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 1 20A-1P REC 170 A D 720 -- - 3 20A-1P REC 170 B D - 720 -- 5 20A-1P REC 170 C D -- 720 7 20A-1P REC 170 D D 720 -- - 9 20A-1P REC 170 E D -- 360 -- 11 20A-1P REC MEDICATIONS HALL 165 D - -- 720 13 20A-1P REC 145 D 900 -- -- 15 20A-1P REC 146 D -- 900 -- 17 20A-1P REC 144 D -- - 900 19 20A-1P REC 168 D 720 -- - 21 21l REC 167 D --- 900 --- 23 20A-1P REC 169 A D --- - 720 25 20A-1P REC 169 B D 720 -- -- 27 20A-1P REC 169 C D -- 720 -- 29 20A-1P REC 169 D D --- - 720 31 20A-1P REC 169 E D 720 - - 33 20A-1P REC 169 F D -- 720 -- 35 20A-1P REC 160 D -- -- 900 37 20A-1P REC COPIER ALCOVE DEDIC. D 1,200 -- - 39 20A-1P REC COPIER ALCOVE DEDIC. D - 1,200 -- 41 20A-1P REC SHREDDER DED D -- - 1,200 43 30A-3P VAV-4-1 V 3,036 -- --- 45 - - V -- 3,036 -- 47 - - V -- -- 3,036 49 20A-3P VAV-4-2 V 1,608 -- -- 51 - - V -- 1,608 --- 53 - - V - - 1,608 55 30A-3P VAV-4-3 V 3,036 -- --- 57 - - V --- 3,036 -- 59 - - V --- - 3,036 61 20A-3P VAV-4-4 V 1,608 - 63 - - V - 1,608 -- 65 - V -- -- 1,608 67 20A-3P VAV-4-5 V 1,608 -- -- 69 - - V --- 1,608 -- 71 - V --- - 1,608 CIR # BREAKER CIRCUIT DESCRIPTION L1 L2 L3 2 20A-1P REC REF 164 D 1,200 -- -- 4 20A-1P REC REF 164 D --- 1,200 - 6 20A-1P REC COFFEE BREWER 164 D -- - 1.500 8 20A-1P REC COFFEE BREWER 164 D 1,500 -- -- 10 20A-1P REC MICROWAVE 164 D -- 1,200 -- 12 20A-1P REC MICROWAVE 164 D --- -- 1,200 14 20A-1P SPACE D 0 - -- 16 20A-1P REC CORRIDOR D - 480 -- 18 20A-1P REC 170 FLOOR D -- -- 360 20 20A-1P REC 166 180 - - 22 20A-1P REC COMM 161 -- 180 -- 24 20A-1P REC COMM 161 - -- 180 26 20A-1P REC COMM 161 180 - -- 28 20A-1P REC COMM 161 --- 180 --- 30 SPACE --- - 0 32 20A-1P LTG CENTRAL. NW & EF-4-2 C 494 -- -- 34 20A-1P LTG CORRIDOR N-S NW C - -760 --- 36 20A-1P LTG N-NW & EF-4-1, 4-4 C -- -- 597 38 20A-3P VAV4-6 V 1,684 - - 40 - - V - 1,584 -- 42 - - V -- --- 1,584 44 SPACE 0 - -- 46 SPACE --- 0 - 48 SPACE --- - 0 50 SPACE 0 --- --- 52 SPACE - 0 -- 54 SPACE --- -- 0 56 SPACE 0 - 58 SPACE -- 0 --- 60 SPACE --- - 0 62 SPACE 0 -- - 64 SPACE -- 0 --- 66 SPACE -- -- 0 68 30A-3P TVSS 0 -- -- 70- 72 - - -- -- 0 LOAD CALCULATIONS FOR PANEL CONNECTED LOAD L1 21,734 VA CONNECTED LOAD L2 22,000 VA CONNECTED LOAD L3 22,197 VA SUB TOTAL VA 65,931 VA RECEPTACLE LOAD 25,740 VA LESS 1ST 10,000 VA - 10,000 VA REMAINING VA 15,740 VA 50% OF THE REMAINING VA 7,870 VA LESS DIVERSITY (PER ARTICLE 220-44 N.E.C.) (7,870) VA CONTINUOUS LOAD 1,851 VA X .25 PLUS 25% OF THE CONTINUOUS LOAD 463 VA HVAC LOAD: HEATING>COOLING 37,440 REMOVE COOLING LOAD 0 0 VA SUB TOTAL 58,524 VA FACTOR 15% 8,779 VA TOTAL VA 67,302 VA AMPS 67,302 VA / 1.73 / VOLTAGE - 208 187 AMPS 0 0--pa URSANoROER.tampa, inc. 5008 south elheren street 33611 $13.832.5557 ma2002460 VRBANoRDEtamps, these c- these plena are copyrighted end we subtect to copynght pro wanur, as an -archda al work' under eacnon 102 of the copyngl l apt 17 u s o ns wrn.nded Depember 1M end known as amhnwhural orkspopypghtp,ow Wri.lat990 The protection luludea but m not tmtod to the werat I.. as well as arrengenent and c tpowft of upeces andelemenm of the deeign undersuch proton, unauthorized use of these plans, work or nomeectirepresented, can legally -ull n, the ceesaoon of construcnpn or buildings being salted wdbr monetary compensation m URBANoRDERnan,pa unp �rinda �enisnanori "AA002460 ISSUE DATE 09/21 /2020 REVISIONS m > '^ O LL VJr ^ N I"--L � QM N CO N V� /// ry W co J %Q U Q ` N� V J I..L Ly I- O U z W Cn ___! J W 5 M W U U) DATE. 11 /13/2020 DRVVN J.D.E. CHKD: J.J.H. SCALE N.T.S. SHEET NUMBER E-8 7enhwhills MOUNTING GREEN HE) GROUND Sf CONNECTIO1 CON CONVENTIONAL RECEPTACLE NEUTRAL BUS. ISOLATED N GROUND �_ RECEPTACLE GGG OUTLET BOX. GROUND BUS. BONDING CONNECTION. TYPICAL. DISCONNECTING MEANS. MOUNTING STRAP GREEN HEX HEA1 BONDING GROUND SCREW JUMPER CONNECTION OUTLET BOX NORMAL "COMMON" — BUILDING GROUND (E( EG BUS IG BUS N 00. ISOLATED GROUND ISOLATED GROUND RECEPTACLE WIRING DETAIL SCALE: NONE bOLYESTER/FIBERGLASS NSULATOR 45mm 1-3 4 DLA. 50mm (2") LONG. I COLOR. TOPPER GROUND BUS. 10mm (3/8' MOUNTING BOLT. EXOTHERMIC WELD SOmm (',4 CONNECTION, (TYPICAL). 81, u '�pp� �p�1Npx �1UTATORS. INSULATED COPPER I�� -NTEQ- T6 WALL �NIiH SS GROUNDING CONDUCTOR. A A EMERGENCY NEUTRAL YELLOW EMERGENCY LIGHTING LOAD PANELBOAURD tms W =8 Emergency Power OUT (Tracks with normal lighting YELLOW load) — ISOLATED (INSULATED) MAIN DISCONNECT 1 3lPLE GROUND BUS. , ' SWITCH I LIGHTING LOAD (1) NEUTRAL BUS N-G YELLOW Away from window BUILDING PANEL TELE—COMMUNICATIONS 2 ISOL GROUND BUS. 9 EQUIPMENT GROUND BUS AT O O EACH GROUP OF DATA RACKS. —SERVICE GROUND S%ILUDINp DEL 2 Z BUILDING SYSTEM GROUND BUS LIGHTING LOAD (2) BY MDP. RFD � Near window a s GROUNDING CLAMP WITHIN 5 FEET OF ENTRANCE POINT OF PIPE - SERVICE GROUNDWRVERAL O O STEEL LIGHTING LOAD (3) PURPLE Under cabinet WATER SERVICE (UNDERGROUND METAL WATER PIPE GREATER THAN 3.05 2 METERS LONG, INCLUDING IRRIGATION ° SYSTEM IF METAL PIPING). 1 FGM. 'Requires 0-10v Emergency Note: s LIGHTNING PROTECTION SYSTEMS • INDICATES BOLTED CONNECTION. (WHERE PROVIDED) Emergency I dimming ballasts g en load tracks with normal I INDICATES EXOTHERMIC WELD CONNECTION, COMPATIBLE WITH a lighting YELLOW load for On/OFF. I MATERIALS BEING JOINED, BUILDING SUPPLEMENTAL GROUND If dimming it will be adjusted with RODS, TYPICAL OF 3 O NEUTRAL/GROUND FROM SERVICE, SEE POWER RISER DIAGRAM the dimming zone it is connected O INSULATED COPPER GROUNDING ELECTRODE CONDUCTOR(GEC) IN to. Upon loss of normal power to the I I WHT/ORG or WHT/BLK CONDUIT, SEE RISER AND SCHEDULES FOR SIZE RC3DE, the emergency load will be I I Neutral O THREE SUPPLEMENTAL 10' COPPER CLAD 3/4e GROUND RODS forced On and full bright to 100%. I I BLACK - Hot DRIVEN WITH TO 12• BELOW GRADE WITH INSPECTION WELL. I I (120/277VAC) ALL ELEMENTS OF THE GROUNDING SYSTEM SHOWN ABOVE SWILL BE PROVIDED. GROUNDING In room ladderless testing is done I SYSTEM TO SYSTEM INTERCONNECTION (BONDING) SW11J_ BE PROVIDED FOR EACH PROVIDED BLUE - Relay In by pressing the "All Off' button four I SYSTEM; THIS DIAGRAM DOES NOT MANDATE PROVISION OF THE SYSTEMS SHOWN AS I (120/277VAC) GROUNDED OR OF AN ISOLATED GROUND SYSTEM. times, within 3 seconds. BUILDING GROUNDING ELECTRODE SYSTEM The RC3DE is UL924 listed. I I E-9 J SCALE: NONE `BUSHINGN�TYPICAL). NOTES- 1. REFER TO BUILDING GROUNDING ELECTRODE SYSTEM DETAIL (DETAIL 4, THIS SHEET) FOR EXACT CONFIGURATION. BUILDING ELECTRICAL GROUND BUS SCALE: NONE ARC FLASH LABEL ON EACH PANEL NOTESe 1. THE CONTRACTOR IS RESPONSIBLE TO PERFORM ALL ARC —FAULT CALCULATIONS. ARC FLASH LABEL E-9 SCALE: NONE POLY&WffERGLASSOR, 10mm (3/8") MOUNTING BOLT. 5 Nq_)" r EUIPMENT INISTr �NI Eret�c..1 A • i • • • • • •y • • • • • • • • • • • • • • 'u • • • • • • • • • • • O • • • • • e • • • • • • ::7_rr:' • • • • • • • • • • • A L gmm x 78pT, x�BpDmm 1HOLES� AND (311ETSPPER GROUND BUS FRONT �n �1� NOTES; 1. ADDITIONAL GROUND CONNECTIONS SHALL BE BY TELECOMMUNICATIONS EQUIPMENT INSTALLER. 2. PROVIDE GROUND BUS ADJACENT TO EACH GROUP OF DATA RACKS. BUILDING TELECOM GROUND BUS SCALE: NONE NON —SHRINK OR EPDXY GROUT PACK BOTH ENDS OF SLEEVE WITH 3M FIRE DAM 150 3 HOUR RATED SEALANT OR APPROVED EQUAL, MINIMUM 25mm (1") DEEP 15mm (1/2") MINIMUM ---I EXTEND CONDUIT 150mm (6") BEYOND WALL GALVANIZED RIGID STEEL CONDUIT e `fie t. .e ere.. • —4mm THICK STEEL ANCHOR PLATE WELDED TO SLEEVE, MINIMUM 75mm (3") LARGER THAN SLEEVE OUTSIDE DIAMETER —SCHEDULE 40 BLACK STEEL PIPE SLEEVE CONDUIT THRU WALL DETAIL SCALE: NONE CORE DRILL HOLE AS REQUIRED PACK WITH OAKUM WALL *0-10V Dimming Zone Note: The 0-10V dimming zones within the Room Controller can be wired and controlled independent of the connected loads. This allows a each load to have a dedicated 0-10V dimming zone or a single load to have up to three 0-10V dimming zones. YELLOW Emergency Power OUT BLUE - Emergency Power In (120/277VAC) IIL Violet - Dimmer 1 Stray - D6 rneL.l Violet - Dimmer 2 GrT DiEl &r 2- -ViQLet - Dimmer I Gray - Dimmer 3 Receptacle Control 20Amp 120VAC receptacle control immediately works upon power up and 1 1 connection to the Room Controller. Receptacle turns On by button press or occupancy and OR when spare is vacant IN _ i 0 —' � Its ttt� �� •��� eeere�.��eeee� QuickConneat coupler (GGRC-COUPLER) 120V receptacle circuit SPRC-R-20-120 20A Receptacle Control Slider: Raise and Lowers dimming zones RC-SSt ' Slider Station Button 1: Load (((1))) (O()n) ((6 ))50%dimmers Button 1: 1 dBut on 3 Load (1),(2),(3) Off On 8 100% dimmer ED Quick connect cables are pro -terminated and included In the Room Controller QulcK t and measured to fit RC-2TLB-OS1-' typical room layouts Office Station Room Controller and Smart Devices use Click & Go technology: The RC3D will automatically recognize any smart device connected with the quick connect cable (provided) and start working immediately upon power up with no programming required. The RC3D defaults to Manual On/Automatic Off vacancy sensor mode for maximum energy savings. Office stations provide On/Off control of the Yellow, Red and Purple loads as well as manual Raise/Lower of all dimmers. The daylight sensor will automatically on power up provide multi -zone daylight dimming in the space. (remote adjustments can be made later) *Refer to Room Controller website for more information on other integral no programming required benefits like Demand Response, Solatube Control, Egress Control, BMS Output, Alert Mode, Emergency Lighting Control, and Slider Stations. EATON GREENGATE ROOM CONTROLLER DIAGRAM SCALE: NONE Adjustable dayligh sensor dome Daylight sensor (DSRC-FM01R) Immediately provides multi -zone daylight dimming upon pows-lo �r t OCC-RJ45 (Occupancy Coupler) Allows connection to any Greengste OccupancyNacancy Sensor. Dual Technology Wall Comer OccupancyNeconcy Sensor (OAWC-DT-120W) "Defaults to vacancy sensor mode Manual On/Automatic ON (all loads) for maximum energy savings uo""l),, U RBANWR? ER.tnrnp.,. inc. SO96 ;,,th aIhvnm 3a119 ,At 3.832.!iu 47 .002,160 t, , Nv t .t2rT'ilpci. t.�c These pbin a" mpyr ilh"d erld are eubmd m copyqhl timlecbon es enhiri 'ecchual Wor11' under eecim 102 of thewpynght ad. 11 a s.o. es emended December 199D end kii— es archibchvel Worker copyright probcbon ecl of 1990. The pra ubw edudes but not kmted to Me Overall hem sewn es ertmgement end conponnon of ep— end eemenb of the dentin. under each probcbon, _Vmnzed ues of Ihees plane, W.k IX S. repr~ed, am Ipy res elulta d• —b..of o xomm on a li.ddinpe Meg ee¢W endlx nbr•wy mmpeneabon b URBANonDERAiin" ec.. Florida regaM w AA26002460. ISSUE DATE 09/21 /2020 REVISIONS CU m p LL —C `V V/ C n' e_ W W N � N w r" W M N W J p Q U LU F-- O U z W (n J W =5 0 W U cn DATE: 11 /13/2020 DRWN: J.D.E. CHKD: J.J.H. SCALE: N.T.S. SHEET NUMBER E�9 ,I I ;L - li I I, 167 l Glean N -- LAV-1 `I;,'168 I. Utility Nurse °�'; 170 wC-1 - •.._� k—M, P # nd c Team Area 1 t q R6 - j r�J: Wr S-2 R7 I I I I Ili I I NEW 4"SANITARY TO CONNECT TO EXISTING SANITARY PIPING 176 , 177 1 179 t � 180 IN THIS AREA. CONTRACTOR 0 El I Sto, Med. Equipment "Storage Medical �. 4 SHALL FIELD VERIFY EXACT - eC �'s-•�+�F�q�rLOCATION AND SIZE OF - ,. i _ EXISTING SANITARY PIPING BEFORE WORK STARTS. - FD-1 U0.-Pa = URISANoROER.tampa, Inc. rT— �, _ -' --- —_ �- �d _ _ . _ . .. -.-1 R8 FCO .�_ ,l _ -. _. _,�„�� ,r_L_— __ ! ,�, _1 ��.,__..__. 5008 south elberon street 33617 + Hall R6 „ -... .___.. __.... .. __.._._... -----.___ _.. __ _. _. _ __. _ » - �--- _._---.- „ , 013.832.5557 II 4" 4 4 4 4 4' aa2002a80 ' 165 2" 1 � 162 II -- _- 17 _ 4 G Inu l u� 161 ; �tti�l. l N(_ iaat�n5 " Communicationsrr ! exam f�- r I 2" Shared Medical A 2 - -- Rm Apts. � >a s , \` R8 u R8 2 I — L IU LJ' pr -� f Ra-� - ll �II YII l a_...:,C_ L -- s-1 I PPP - T,. _'1 r l exam 14 exam `'6 � °m I - ,, h @a S-1 2» _ s-1 R5 143 _214'h we 7 -_ _ Hale . we-1 LAV_1 --- = -1 138 n l c:: Shared � r J15.�hardoi'ment Area 2 4„ 2„ .I- saw_exam 92 • exam 5 T-1 — 2 �''� S-1 S-1 2» S-1 157 Hall D t.: -I + 158 i WCO I 4 4„ 3„ — S-1 ILI 2, S-1 LAV-1 4„ 4» 2» WC_1 MS-1 2» >� WC-1 S-1 ;F I S-1 13U WO tit 2-, WCO ` A N Hall F 131 152 a \ ) - Stor>� tor4 S age. — rt �I 135 S-1 I _ v ------- - - __ -Pic— - 1 154 ` 136134 , I;I Group T , k�: I II I Shared e e •cai M1 �rlr tl . �R m 'T; - 13 II - PT / eR!4 - R4 l III Lj I I 156,'' R4 • i mh i" I ahl 1. I I I , 'II I i I li I , IrIM i_! -, : _. 2—WAY CO FTNoDER.tampa, Inc. Thr.l� •• agdpht W na w wqw to i : otOYdYM1tP�do^ M n irdYYoh..l aark' ndn � N trtln 102 d d» oapydpld rt ty u.s.o. r .nndw Dsowrbsr 7BB0 nd htosti tl rddsownll waW oopy,IpM Ontlyddn Irt d tYW.1'M orordn bdadn wt ISAawdrd and»ewrl tam r eM r smrlgnwnt and aaryoNdn d __.I eprwendsltrrnrdthsdrlpli•ndtwwoh .. _. — ... - - protrdn, unsuthodtM urdtnr pMr,saha �. un - _ hen.,•PI•enbd, rn NpYY,uWRb d»awmtlon - S-1 riorwilay wMerail b°IIIIA+ORo Flonde tlm eptri AA26W2480 + WC-1 LAV-1 S-1 2 ISSUE DATE 09/21 /2020 R2 S-1 2" REVISIONS / Ce1ir Lift System -- - � Y �t f xa m Room #126129. i » — -- S-1 Ceiling Lift System R2 i TelerHealt Exam Room #126, 129. -I i 9 R2 Hall 116 ; Hall B - I 12 lab I blood w 20 Podia# s a 2» l I, S-1 S-1 _ S-1 2„ 2^ - S-1 1, J urine 114 ti i WC-1 LAV —1 I S-1 4 4„ T 2" R4 --0 S-1 1. ®PC Pharmacy 4" r I Work Rm/ 4 2Storage ' S-1 LAV-1 WCO L , WC-1 tzgto 2' S-1 � 4" LAV-1 LAV-1 WC-1 WC-1 WC,l_ T •108 _ WC.c _ 2 IL WCo i I I EWC-1 = 00 0 i -0 LL 00 vi W N-F ti � Q N A� 1 ` Call W cY) N 1 11rr t. _ I I Via, � �!II I II•� ij � �I i. III I it z 101 1-- — Waiting Room C� w Z E--- ---. Q li li l - I - -- - _.- — - -_ — —I ---- I I Vending Vestibule Armory f - - II Q 100 ' C) -Se■ curity Storage I l' 104 Holding Rm DATE 11/13/2020 Digitally signed This item has been E /�,, ��, electronically signed and �Q�••""'• �t'� DRWN. C.J.H. sealed by5tephen Morris, P.E. ��C�!•��OENgF ;'P,Q; by Stephen �, I • on the date noted in the y_' No M23 '•. N : C H KD: S.J.M. digital seal, using a Digital Signature. �.p • 2 Morris SCALE 1/4 -1 0 Printed copies Of this ' 1 ••, STATE OF W document are not considered �0,�; •. •c P .•,s�� signed and sealed and the-F•••40A,o-�G,., Date: 2020-11-13 signature must be verilied on ,� SS/ONA<• EP,�`. any electronic copies. 'r'rrrm»"` I 15:41:45 HAIIN SHEET NUMBER 1� 6 53 ENGINEERING, INC. MECHANICAL & ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy. Tampa, Florida 33629 T: 813.831.8599 W: www.hahneng.com C.O.A.# S FILE NAME 1802E-Plub dwg m «N,lyl,lll . PROVIDE SHUT-OFF VALVE IN j m CEILING OR EXTERIOR WALL i = BEFORE THE HOSE BIBB _.___ I - u-„_,__\ (j -_-.-- -- I - - __a�L=.._ --- -- _ - ... _ NEW 2"DCW TO CONNECT TO EXISTING DOMESTIC WATER PIPING IN ' THIS AREA. CONTRACTOR SHALL F LAV-1j 176 j 1 I; 179 II° IWC-1 I I 9 S o. Med. Equipment II Store a Medical 18( FIELD VERIFY EXACT LOCATION AND tReceivingSIZE OF EXISTING DOMESTIC WATER o - PIPING BEFORE WORK STARTS. 9 ; Extend ; I ; General s j l o WH-2 1 /2»DCW 1-1/4"DHW D-1 IT NI �! 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Tampa, Florida 33629 T: 813,831.8599 W: wwwhahneng.com C.O.A.#5_ FILE NAME- 18029-PIUmbdwy U0--pa URRANoRDER.tampa, Inc. 6006 south elberon street 33611 813,832.5557 aa2002460 PRBANoRDERAampa, Inc. Thm pb e w apynphbdard ore eub,xl b mpydpht powoben--'amhOwurw wodtw,mda ka1102 of ba oopydghl ad 17 u.aa. - emended Mtwrbw 1990 end klwwn w &vMw ural w e. oopydpht pio*lb ad of 1990. The prdMolon IndudM but is not WOW ba w"I rotor ae wa9 a wwsp rd aid oonpoWla epaoae wd alaranb of do dolpn. undo III p OMI unau0ialxed wedtole plea, work or lane mp a le4 oan lq* mill'a Noonub n otowAtualm a WUkW beildeell aidrar n MS" oonWAd. b 1.WAWR0MWW kw Florida reg.t b. AA26002460. ISSUE DATE 09/21 /2020 REVISIONS n LL U) � W N N L � o r' Q CO N DATE: 11 /13/2020 DRWN: C J.H. CHKD. S.J.M. SCALE. 1/4"=V-0rr SHEET NUMBER P�2 i ! Lf FALUEMLL L. l.tl j .r.jl,_,lu..WFlWWILiLYI,IIIW'l.WIWL';•1:IIWd:IL...I11.L �,1 ,,,.L. .L.�. lYYI TEMPERED WATER TO FIXTURES I ESCUTCHEON UNION SHUT-OFF VALVE THERMOMETER THERMOSTATIC 0 MIXING VALVE UNION ESCUTCHEON H.W. C.W. INLET INLET NOTES: 1. T.M. VALVE SHOULD BE SET TO 110' MAX. TYPICAL THERMOSTATIC MIXING VALVE SCALE: N.T.S. FIRE PROOF PACKING SCHEDULE 40 MATERIAL a GALVANIZED (BACKER -ROD, METAL SLEEVE MINERAL WOOL, ECT.) COPPER PIPE PROVIDE AN INTUMESCENT SEALANT _j 1/2" DEPTH CP 3M FIRE DAMPER 25N/S FIRE SEALANT PLUMBING COPPER PIPE FIRE WALL PENETRATION SCALE: N.T.S. FIRE WALL PENETRATION NOTES 1. INSTALL THE FIRESTOP SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. 2. MINIMUM ANNULAR SPACE REQUIREMENTS IS ZERO, POINT CONTACT. MAXIMUM ANNULAR SPACE ALLOWABLE IS 1 IN. THE 28 GA. STEEL SLEEVE IS OPTIONAL. 3. RECESS PACKING MATERIAL (BACKER -ROD, MINERAL WOOL, ECT.) 1/2 IN. FROM BOTH SIDES OF WALL. 4. FILL THE ANNULAR SPACE AROUND THE PIPE WITH MIN. 1/2 IN. DEPTH OF CP 25 N/S FIRE SEALANT TO BOTH SIDES OF WALL. 5. THE FIRE RATING OF THE CP 25 FIRE SEALANT IS BASED ON THE WET INSTALLED DEPTH. SHRINKAGE MAYBE EXPECTED AFTER INSTALLATION. THERMOMETER SHUT OFF VALVE UNION (TYP.) - PRESSURE TEMPERATURE RELIEF VALVE DISCHARGE INTO PAN - DRAIN PAN BE 24 GA. SHEET METAL SHALL N.) AND 2"" DEEP (MIN.) -� 3 4" (MIN. TO FLOOR D NOR OP SINK -"-% SECURE 1" OVERFLOW WALL DISCHARGE do FLOOD RIM OF SINK "'-SUPPORT I I6" MIN. ELECTRIC WATER HEATER SOIL OR WASTE LINE EXTENSION TO SEWER LINE WALL EXTERIOR BRONZE FLOOR PLATE a• EXTENSION TO SOIL OR WASTE LINES FLOOR.WALK OR PATIO CLEANOUT DETAILS TYPICAL SCALE: N.T.S. PIPE HANGER CLAMP ALL THREAD ROD PIPE HANGER RING PIPE HANGER DETAIL SCALE: N.T.S. MIXING VALVE RIGID PIPING ALL THREAD ROD SIZING PIPE SIZE ROD SIZE (IN) (IN) 1/2 1/4 3/4 1/4 1 1/4 1-1/2 3/8 2 3/8 2-1 /2 3/8 3 3/8 4 1/2 PVC PIPING ALL THREAD ROD SIZING 4 AND 3/8 SMALLER 6 AND 8 1/2 PIPE HANGER SPACING PIPING MATERIAL MAXIMUM HORZ. MAXIMUM VERT. SPACING (FEET? SPACING (FEET) COPPER OR COPPER ALLOY TUBING 1-1 /4" AND SMALLER 6 10 COPPER OR COPPER ALLOY TUBING 1-1 /2" AND LARGER 10 10 CAST IRON PIPING 5 15 PVC PIPING 4 10 NOTE: CONTRACTOR SHALL REFER TO FLORIDA 2004 BUILDING CODE -PLUMBING CHAPTER #3 TABLE 308.5 FOR SPACING, 308.E SWAY BRACING, AND 308.7 ANCHORAGE, BREAKER �•-CHECK VALVE `/J-QT4-COLD WATER SUPPLY GATE VALVE AMTROL THERMAL EXPANSION TANK HOT WATER COLD WATER NOTE: SETPOiNT 110'F PIPE TO FLOOR DRAIN OR MOP SINK SHELF AT 5'-6" SERVICE SINK FIXTURE I SERVICE SINK laill GENERAL NOTES 1. THE SCOPE OF WORK CONSISTS OF PROVIDING COMPLETE SUPPLY OF CITY 16. WHERE SERVICES ARE REQUIRED TO BE WATER AND OF SANITARY CONNECTING INTO REMOVED, RELOCATED OR ABANDONED, EXISTING PIPING, PURCHASING AND BY-PASS UTILITY SERVICES, SUCH AS PIPE INSTALLING ALL FIXTURES AS NOTED ON THE OR CONDUIT, BEFORE CUTTING. CUT-OFF PLUMBING PLAN. THE WATER PIPING SHALL PIPE OR CONDUIT IN WALLS OR PARTITIONS BE INSTALLED IN SUCH A MANNER THAT IT TO BE REMOVED. CAP, VALVE, OR PLUG CAN BE TURNED OFF VIA A MASTER SHUT AND SEAL THE REMAINING PORTION OF PIPE OFF VALVE FOR EACH ROOM. OR CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR OTHER FOREIGN MATTER 2. THE PLUMBING CONTRACTOR SHALL VISIT AFTER BY-PASSING AND CUTTING. THE JOB SITE AND VERIFY THE EXISTING PLUMBING. COMPARE IT TO THE DESIGN 17. PLUMBING CONTRACTOR SHALL PROVIDE BEFORE PURCHASE, FABRICATION AND SHUT-OFF VALVES BEFORE EACH FIXTURE INSTALLATION OF ANY FIXTURES, PIPE, AND ON THE MAIN. THE MAIN SHUT-OFF EQUIPMENT, ETC.. VALVE SHALL BE LOCATED IN THE VALVE BOX. 3. THE CONTRACTOR SHALL COORDINATE THEIR WORK. 18. PLUMBING CONTRACTOR SHALL REVIEW THE FIXTURE TYPE WITH THE OWNER AND 4. PLUMBING INSTALLATION SHALL BE IN ARCHITECT BEFORE PURCHASE AND ACCORDANCE WITH FLORIDA BUILDING CODE INSTALLATION. - PLUMBING, 2017 6TH EDITION. 19. ALL WALL CLEANOUT COVERS TO BE 5. ALL SUPPLY WATER AND SANITARY PIPING STAINLESS STEEL. SHALL BE DISTRIBUTED AND INSTALLED IN ACCORDANCE WITH THE PLUMBING CODE 20. ALL PLUMBING FIXTURES SHALL BE VENTED. AND LOCAL ORDINANCES. 21. ALL WALL HUNG HANDICAPPED LAVATORIES 6. INSTALL ALL EQUIPMENT IN ACCORDANCE SHALL HAVE LAV GUARD PROTECTION WITH MANUFACTURER'S RECOMMENDATIONS AROUND ALL PIPING AND ACCESSORIES UNDERNEATH THE LAVATORY. 7. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND/OR 22. PROVIDE SLEEVES (2 PIPE SIZES GREATER PLUMBING CONNECTION OF ANY FIXTURES THAN PASSING PIPE) ON ALL PIPING PURCHASED BY THE OWNER. THROUGH WALLS, OR FOOTINGS. 8. ALL EXTERIOR PIPING SHALL BE BURIED IN 23. ALL BUILDING SEWER PIPE INSTALLED WITHIN A MANNER TO PREVENT PIPE DAMAGE. 10 FEET OF WATER SERVICE SHALL CONFORM TO STANDARDS FOR ABS PLASTIC 9. PROVIDE WATER HAMMER ARRESTORS ON PIPE, CUSTOM PIPE, COPPER OR COPPER ALL COLD AND HOT WATER SUPPLIES, TO ALLOY TUBING OR PVC PLASTIC AS LISTED AND FOR EACH FIXTURE. IN TABLE FPC 702.3 � 10. ALL VENTS THROUGH ROOF SHALL BE 24. ALL SANITARY WASTE PIPING ABOVE FIRST COMPATIBLE WITH ROOFING SYSTEM. FLOOR SLAB SHALL BE WRAPPED IN 1" FIBERGLASS INSULATION FOR NOISE 11. FLOOR DRAINS IN THE TOILET ROOMS SHALL ATTENUATION. BE EQUIPPED WITH TRAP PRIMER CONNECTION TO NEAREST LAVATORY. 25. ALL PIPING SHALL BE CLAMPED AND SUPPORTED TO AVOID WATER HAMMER AND 12. ALL WATER CLOSETS SHALL BE EQUIPPED RATTLE, WITH BEE'S WAX RING SEAL. 26. ALL SHUT-OFF VALVES IN CEILING SHALL B 13. CONTRACTOR SHALL REFER TO CONTRACT PROVIDED WITH AN ACCESS PANEL. SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 14. REFER TO ARCHITECTURAL DRAWING FOR EXACT LOCATION AND ROUGHING DIMENSIONS OFF ALL FIXTURES, DRAINS, ETC.. 15. PROVIDE LABELS ON ALL EXISTING AND NEW WATER AND GAS PIPING AS CALLED FOR IN SPECIFICATIONS. PLUMBING -6" PIPING SCHEDULE DRAIN,& TYPE/ LOCATION DOMESTIC COLD OMESTIC HOT WATER yygg STORM GREASE WASTE & WATER DISTRIBUTION DISTRIBUTION VENT WATER VENT ABOVE GROUND TYPE "L" COPPER TYPE "L" COPPER PVC PVC PVC BELOW GROUND CPVC TYPE "K" COPPER PVC PVC PVC/ CAST IRON RETURN AIR PLENUM TYPE "L" COPPER TYPE "L" COPPER CAST IRON CAST IRON CAST IRON AREA UNDERGROUND SUBJECT TO STEEL STEEL CAST IRON CAST IRON CAST IRON STRESS(THRU FOOTING) NOTES 1. INSULATE THE FOLLOWING PIPING SYSTEMS WITH 1" THICK INSULATION: A. POTABLE COLD WATER PIPING. B. INTERIOR ABOVE GROUND STORM WATER PIPING. C. PLUMBING VENTS WITHIN 6 LINEAL FEET OF ROOF OUTLET. D. POTABLE HOT WATER PIPING. E. CAST IRON SHALL BE USED IF OVER 140F' WATER IS DISCHARGED INTO WASTE SYSTEM e.g STEAM KETTLE, TILTING SKILLET. DIA. FOR FLOORING -SEE GRATE COVER FINISHES SCHEDULES 00 M I N -,� 3" CONCRETE FLOOR v p v 1/2" CW (TRAP PRIMER) TYPICAL FLOOR DRAIN DETAILTYPICAL FLOOR DRAIN DETAIL TYPICAL PRIMER SCALE: N.T.S. PLUMBING LEGEND SYMBOL ABBREV DESCRIPTION SAN. SOIL OR WASTE PIPING - - - - - - - - - - V VENT PIPING -••-••-••-••-••-••-••-••-••-••-••- CW COLD WATER PIPING STREET PRESS - - - - - - - - - - - - - HW HOT WATER PIPING ---------------- RHW RECIRCULATING HOT WATER PIPING CONNECT TO EXISTING Q CO CLEANOUT I� WCO WALL CLEANOUT SV SHUT-OFF VALVE (GATE, BALL, GLOBE; REFER TO SPECIFICATIONS) CV CHECK VALVE -�- HB HOSE BIBB OR WALL HYDRANT --i�F--- UNION VTR VENT THRU ROOF AFF ABOVE FINISHED FLOOR PRV PRESSURE REDUCING VALVE (PRV) BV BALANCING VALVE j� BWV BACKWATER VALVE AAV AIR ADMITTANCE VALVE PLUMBING FIXTURE SCHEDULE uoz�'pa ITEM FIXTURE W (IN) � N) CW (IN) (IN) DESCRIPTION WC-1 WATER CLOSET 4 -- 1-1/2 -- SLOAN WETS 2000.1201-1.28 HANDICAPPED FLOOR MOUNTED WATER CLOSET, TOP SPUD, SOUS AUTOMATIC FLUSH VALVE CHURCH TOILET SEAT 295CT MOUNT TOILET TO ADA COMPLIANT HEIGHT. PROVIDE TRAP, SUPPLIES, STOPS, ETC FOR COMPLETE INSTALLATION WC-2 WATER CLOSET 4 -- 1-1/2 -- SLOAN WETS 2000.1201-1.28 NON -HANDICAPPED FLOOR MOUNTED WATER CLOSET, TOP SPUD, SOUS AUTOMATIC FLUSH VALVE CHURCH TOILET SEAT 295CT PROVIDE TRAP, SUPPLIES, STOPS, ETC FOR COMPLETE INSTALLATION LAV-1 LAVATORY 1-1/2 -- 1/2 1/2 TOTO MODEL LT-307 HANDICAPPED WALL HUNG LAVATORY. VITREOUS CHINA, BOWL 20-7/8"x18" FAUCET: TOTO TEL103-D20EM 20 SECOND DISCHARGE AT 0.35 GPM SELF ADJUSTING, HIDDEN SENSOR, SELF GENERATING POWER (NO BATTERIES) IF NEEDED PROVIDE ESCUTCHEON PLATE. MOUNT LAVATORY TO ADA COMPLIANT HEIGHT. PROVIDE A FLOOR MOUNTED LAVATORY SUPPORT PROVIDE MIXING VALVE AT FIXTURE WITH A SET POINT OF 110'F (ADJUSTABLE) LAV-2 LAVATORY 1-1/2 -- 1/2 1/2 TOTO MODEL #LT-307 NON -HANDICAPPED WALL HUNG LAVATORY. VITREOUS CHINA, BOWL 20-7/8"x18" FAUCET: TOTO TEL103-D20EM 20 SECOND DISCHARGE AT 0.35 GPM SELF ADJUSTING, HIDDEN SENSOR, SELF GENERATING POWER (NO BATTERIES) IF NEEDED PROVIDE ESCUTCHEON PLATE. PROVIDE A FLOOR MOUNTED LAVATORY SUPPORT PROVIDE MIXING VALVE AT FIXTURE WITH A SET POINT OF 110'F (ADJUSTABLE) S-1 ROOM 2 -- 1/2 1/2 SINGLE COMPARTMENT STAINLESS STEEL SINK, DROP -IN, SELF -RIMMING, LEDGE -TYPE, CONNECTED WITH SINK A DRAIN AND PROVIDED WITH A MIXING FAUCET. IT SHALL ALSO BE PROVIDED WITH PRE -PUNCHED FIXTURE HOLES ON 4" CENTER, INTEGRAL BACK LEDGE TO ACCOMMODATE DECK -MOUNTED FIXTURES, BRUSHED/POLISHED INTERIOR AND TOP SURFACES, AND SOUND DEADENED. RECOMMENDED FOR USE IN SUSPENDED OR U/C/B SINK CABINETS HAVING A HIGH PLASTIC LAMINATE OR CHEMSURF LAMINATE COUNTERTOP/WORK SURFACE. FOR GENERAL PURPOSE USE THROUGHOUT THE FACILITY. PROVIDE A SLOAN GOOSENECK BATTERY POWERED SENSOR FAUCET. PROVIDE MIXING VALVE AT FIXTURE WITH A SET POINT OF 110'F (ADJUSTABLE) S-2 LOUNGE/LOCKER 2 -- 1/2 1/2 ELKAY: LUSTERTONE DLR-3122103, 18 GA, 302 S.S., RECESSED FAUCET DECK, SATIN FINISH, SINK UNDERCOATED, 3-1/2" DRAIN OPENING, 3, 1-1/2" DIA. FAUCET HOLES 4" O.C. HOLE CAPS. FAUCET: MOEN 7560, SINGLE HANDLE WITH HOSE SPRAY AND AERATOR. DRAIN OUTLET: LK-99 CHROME PLATED 1-1/2" TRAP AND TAILPIPE WITH DISHWASHER TAP. PROVIDE TRAP, SUPPLIES, STOPS, ETC FOR COMPLETE INSTALLATION. S-3 ROOM 2 -- 1/2 1/2 SINGLE COMPARTMENT STAINLESS STEEL SINK, DROP -IN, SELF -RIMMING, LEDGE -TYPE, CONNECTED WITH SINK A DRAIN AND PROVIDED WITH A MIXING FAUCET. IT SHALL ALSO BE PROVIDED WITH PRE -PUNCHED FIXTURE HOLES ON 4" CENTER, INTEGRAL BACK LEDGE TO ACCOMMODATE DECK -MOUNTED FIXTURES, BRUSHED/POLISHED INTERIOR AND TOP SURFACES, AND SOUND DEADENED. RECOMMENDED FOR USE IN SUSPENDED OR U/C/8 SINK CABINETS HAVING A HIGH PLASTIC LAMINATE OR CHEMSURF LAMINATE COUNTERTOP/WORK SURFACE. FOR GENERAL PURPOSE USE THROUGHOUT THE FACILITY. PROVIDE A SLOAN GOOSENECK BATTERY POWERED SENSOR FAUCET. PROVIDE MIXING VALVE AT FIXTURE WITH A SET POINT OF 110'F (ADJUSTABLE) EWC-1 ELECTRIC WATER 2 1/2 HALSEY TAYLOR MODEL#HVR8HD-BL COOLER BI-LEVEL BARRIER FREE COOLER PUSH BUTTON ACTUATION, ADA COMPLIANT. PROVIDE TRAP, SUPPLIES, STOPS, ETC FOR COMPLETE INSTALLATION MS JANITORS MOP SINK 3 -- 1/2 1/2 FLORESTONE MODEL #82 CORNER MOP RECEPTOR 24"x24"x12" WITH TWO TILING FLANGES. ACCESSORIES: MR-370 5/8" HOSE 5' LONG WITH CLAMP MR-371 FAUCET WITH VACUUM BREAKER, DOUBLE STOPS AND BUCKET HOOK WITH BRACE MR-372 MOP HANGER WITH 3 CLAMPS MR-373 STAINLESS STEEL RIM GUARD, #304, 20 GAUGE 24" IN LENGTH MR-374 WEDGE-LOK SEAL, 3" MR-375 FLAT STRAINER, CHROME MR-377a TWO 24" PANELS WH-1 WATER HEATER -- -- 1-1/4 1-1/4 LOGHNIVAR MODEL WATER HEATER #EST040PD, 40 GAL. 6000W, 208V, 3 PH, CONTRACTOR SHALL PROVIDE SHELF WITH PAN. PROVIDE AMTROL EXPANSION TANK M1 MIXING VALVE -- -- -- -- THERMOSTATIC MIXING VALVE SYMMONS MODEL 7-700A (SYSTEM VALVE) INLET 120'F - 195F OUTLET 85'F - 140'F WH-2 WATER HEATER -- -- 1-1/4 1-1/4 LOCHNIVAR MODEL WATER HEATER #EST050PD, 50 GAL. 6000W, 208V, 3 PH, CONTRACTOR SHALL PROVIDE SHELF WITH PAN. PROVIDE AMTROL EXPANSION TANK CP-1 CIRCULATING PUMP -- -- -- -- B&G CIRCULATING PUMP NBF-33 HB-1 HOSE BIBS -- -- 3/4 -- WOODFORD MODEL 65 (INDOOR) W/LOOSE KEY WOODFORO MODEL B65 (OUTDOOR) W/LOOSE KEY. W/CHROME BOX/DOOR ASSEMBLY, BACKFLOW PROTECTED PROVIDE BRASS CASTING W/CHROME FINISH VACUUM BREAKER FREEZELESS WALL HYDRANT FD-1 FLOOR DRAIN 3" -- 1/2" -- FLOOR DRAIN, ZURN MODEL Z-415-G-P-V-Y SIZE, 6 IN. DIAMETER, GRATE SHALL BE FLUSH WITH FLOOR. PROVIDE ALL FLOOR DRAINS W/AUTOMATIC TRAP PRIMER (1/2"CW) WITH SEDIMENT BUCKET AND BACKWATER VALVE EWS-1 EMERGENCY EYE 2" -- 1/2" 1/2" BRADLEY MODEL S19314SC WASH AND SHOWER COMBINATION DRENCH SHOWER AND HALO ALL STAINLESS STEEL EYE/FACE WASH WITH BOWL DUST COVER. WITH MIXING VALVE (MV-1) PROVIDE BRADLEY S19-2100 EFX25 THERMOSTATIC MIXING VALVE(MV-1). NOTES: 1. LAVATORY SUPPLY SHALL BE BRASS WITH BRASS ANGLE STOPS FOR 1/2" WATER SUPPLY LINES, WITH LOOSE KEY (WITH CAP), AND WALL FLANGE ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER BRASS CRAFT OR APPROVED EQUAL. 2. CAST BODY "P" TRAP 1-1/4"x1-1/4" WITH HEAVY CAST J-BEND AND FLAT CLEANOUT PLUG, SLIP NITS AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER BRASS CRAFT OR APPROVE EQUAL. 3. STRAINERS SHALL BE FURNISHED WITH FIXTURES AS REQUIRED. FOR HANDICAPPED LAVATORY OR SINKS PROVIDE OFFSET TAILPIECE. 4. PROVIDE TRUEBRO MODEL 103(WHITW), ANTIMICROBAL HANDI LAV GUARDS INSTALLATION KIT FOR ALL WHEEL CHAIR LAVATORY AND SINKS FOR WATER SUPPLIES AND WASTE LINE. 5. THE PLUMBING FIXTURES VENDOR SHALL COORDINATE WITH THE PLUMBING AND GENERAL CONTRACTOR ALL PLUMBING FIXTURES ROUGH -IN DIMENSIONS BEFORE CONSTRUCTION BEGINS. 6. UNLESS SHOWN ABOVE, PLUMBING FIXTURES MANUFACTURER, TRIM COLOR AND FINISH SHALL BE FURNISHED AS DIRECTED BY OWNER/ARCHITECT. 1YF'k ArM >�: 4kk �'R -arp rtr:. t* Pst ttOC39�nrC � t�rTaY4 ] :rz'M'i These pone ero copynghbd and ero aubJact" capynghl probceon "an "erchllectunl werX"under eation 102 d the copyright ed. 17 u.s a. " anended December 1990 and knam m architectural works copyright protection act d 1990. The prolechon Maud" but b not tknaed b the werdl bmi ea well as errongemant and mngoei9on d epecea and elemanb d me design under such protectlon, uneuMotlzad ueeol thus plena, work w home ropmented, can legely result in the caeeadon d conewction w buildings being seized end/w monetay conpanaatlon fo URBANaRDEWlampa Inc.. Florida ro9ieusEon AA79002460, ISSUE DATE 09/21 /2020 REVISIONS > Z3 � Fn L Q W' Nti� N �Ncn J W V Z Z Q W W 0 L.L. J 0 W U DATE: 11 /13/2020 DRUVN: C.J.H. CHKD: S.J.M. SCALE: N.T.S.P�3 SHEET NUMBER e 1--r frrf timnil R illf4I 0 0❑ r\ a I `\ \ \ r¢.scrlrya \\` URBANoROER.tampi, Inc. :,OG(h south c::heron s,ttr_ct 13b II r� \ \ Bi 3.1332, g557 ialOO2ai;6 \ `\ C r .tti¢Yvp—a, Irv.:. These \ phin.wWpy and w Ib ocpynght prouclian m an YrchilecWrel wank' under sarton • \ attend copy ea ft .e ua. m emended Da wrGr 1990 and known m archllecNrW works o Clu u butlbn eat turned to. he The protection mGudm but re not IatRetl a the aeNl \ \ form as well m snangemsnt and convosition of \ /\ epacmW un ifof ir design eU reeult In themeutbn / \ ofprot"lon, a W� Id pe being Wed enndr of theser plans, N of home iM, on \ / \ monet"y eormenmtlon to URRANoRDERturips irk., / \ Fkaide registration AA26W246o / ' ` \ ISSUE DATE 09/21/2020 .0e \\\ REVISIONS 40 \\\\\ / 2 i \PeiPj4 .01 I �I �t 4 I Pei 1%. .01 � oci 000, 010 .1 I 'Cj / ' 1 ` . CIO 2 \ \\T`\ oci j \\`mot/Z• /'<��• 2• • I \`\ �zl r C/) Fn L- 1 4' �.11 I `\ S�1 \may/' 1\ �\ — I 4I i / \ /�\ '� -0 LL �► ` Sit CIO �yG'1 \\ 2�' \ V I \ 3` �►N `\ 4, TI zes CL !C4 I 1 d' r IX , \ \ w .11 .01 104 '00/ 4+ S��\ %%NCO \ r 5 `\ 2• 4• r \ it $., \ \ � \ �' 71 \ \ryT S,w / �' 2'''I\ \ CON '' r\\ /r '2 \\\i\�r I I \\\\ /`0 ZIP \\ \ 4, I � �\ / .100 1/', Pei I `� `/2• / / / 2 $Ate \ \ �• �1 t\ ' ``Nl 101 oci 10, 0 LAy 2, $ i `\ / > \ \ $'1N 4 \ 1 �N \ 1.1 -e oci � ;1�2 ( oci < 11� I \� ' 2• 4• 2• 11 2r e t ` \1., " 1�t�� PcHiI�t I / � \ M 1 \ + 00 NEW 4"SANITARY TO lessess- CONNECT TO EXISTING U) SANITARY PIPING IN THIS FIELD VERIFY EXACT EXR SHALL J 1 \ • LOCATION AND SIZE OF 5 crI I 2 ye,_I EXISTING SANITARY PIPING C 1 p \ 4+ �rl BEFORE WORK STARTS. cj "" �J Yr ar Sqp �d't �I U) 2'' I / / DATE: 11 /13/2020 I DRWN: C.J.H. TTT`� 1 � CHKD: S.J.M. F14C`1 �I SCALE: N.T.S. HAHN SHEET NUMBER ENGINEERING, INC. P�4 MECHANICAL & ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy. Tampa, Florida 33629 T: 813.831.8599 W: www.hahneng.com C.O.A.# 5653 FILE NAME: 18029-Plumb.dwg Zephyrhills on !\ ,\ 'o,1 .I 00 `\ \ oe all ►� , / \000 \ `ham' � •� ��� \.-°M • \ ,/ ,1%li �•• ' '\ 1-3 aid 10 64. .. \ e 000.1 \ oo ,` /'-•\ ' e/: �` � /r ••°far I � :, .� ,/\ \l •\ , � ,,/?/• � ', `\ •\ \�'/� �'" � ''\ °�w\II ''`• yam, '`.•,/+.. .�� `\ �'•\ \,\ `\; � �••/. • /,�� � 1`..� it a•, \.\ /•.! a pGi • �\ �q�, `\ "•\ / \op \ /,. �.. 10 ,P /IP 1 le o''/ \ r�Y I i /••'' \, ,��;/r �.•�'' PO-. ,) s r ucw 2bCW TO CONNECT TO er 'V /• 4 1 7 all X \ It`, 4 E ISI'M DOMESTIC WATER PIPW IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY D= LOCATION AND SIZE OF r-m"IINC DOMESTIC ER WATPIPING BEFORE WORK STARTS. HAHN ENGINEERING, INC. MECHANICAL & ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy. Tampa, Florida 33629 T: 813.831.8599 W: www.hahneng.com C.O.A.# 5e FILE NAME: 18029-Vlurnb.dn Maul p:, 'iaE"i4gfvusiOEy`+.tampa,rnc. 5Q06 szenYh el�evnrr �treot 53c11 8't 3.832. "i'i57 .ra1Q02Y6(t 1URBANoRDLKtampa, IiiC. Ther plan. are caprnght.d end ra aubpecl to cryyrighl prolackan r r'erchastaurd work• under .action 102 of"copyright act. 17 u - r arrnded December 1990 rd known seerchdacenal wake oopydght pmtsclion ecI If 1f990. Th. protacbon includes but is not WNW to by momel form as well es arnngemenl and wnpoeNon of spaces and elanrb of the designunder such protection, unrthonzed use of these plane, work or home n —ftid, Dorn krgdly resdt I. the —bon d—bu— a bulldinp being seized wNor monetary corMenrbon to URBANoRDERAon" inc.. Florid. regptntion AA26002460. ISSUE DATE 09/21 /2020 REVISIONS n M - M_ W L 0 LLr F co CL r— W r N N � essr— C) MN PE: i DATE: 11 /13/2020 DRWN: C.J.H. CHKD: S.J.M. SCALE: N.T.S. 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N Rs StaNurtio .1255 .S_ annunciator Wit . 1 We 7 iy c�_ i0ocument Are 1 4 _ _.. sq ft 4$ ft 60 � � - e i s x8 - R y 7 1 S111 7i Document A;• - r- i y ' 759 sa ft- exai 125 -- 1„0 e .. _ _ �l• � I \ y_1q L t I I i158 I exam 0q - 125 ft ' =7 7 - -- _ � t e I D j �f ' j� �9' 1 "0 eX.: :' 449 sq # _ r I exar 2 r. Vih I V41ti ¢ 4T ft 11 34 sq"ft 125-sq 4 q �� 1 ' WC. . ors rt I to 9 sq 1 0 1 "0 I,47 sq; ft a 4 "0 N ... 12 ��� _. E —I_ I - -- 1"0 1 0 4"0 4"0 4110 e 13 109 O N rl1= N 1 "0 1 0 O gl 0 101 >5r1 sc1 1 "0 N n` Add Shelf Backing rats.�T= y, t I Shelvingwl — i1i11 .- isto1u,, , ors Hot Cold ' 1 Y ': Rack System 125 ❑ f 18 S i` 1 0 p � Hydrowoiks ¢ I - l 7' Cabinet with Storage N Vol Health ":el I 1 1 4 1 - _ \ Shelves, Ojpen shelves ab a Compbull Rao @ 18" AFF 1 j 04 8 i I Treatment Table 2 Roo @ 48" AFF m' .. � C ter 1 1 I r \ o V - Shuttle Hall- — 1 ,� _ 1 57S�� / �- I arm q Igai " MVP 11 o� Iw I�I KIOSKS 15 _ I j ° I� • M Table I 10 I h xI � ' e r 1-1/4 pod CC PAD FOR PORTABLF GENERATOR M41tJDISCUNNECT AT5 SH r —.._ 17Q,; f 4"0 FIRE RISER UP FIRE SPRINKLER LEGEND it St rage -Medic Lf r;,�u 9isg1, ---- i s 1110 /\ 101 µ 1 I o RECESSED PENDANT SPRINKLER, VIKING - 'F K- - MODEL VK305 155 Cs UPRIGHT PENDANT SPRINKLER, VIKING MODEL VK300, 155'F, K=5.6 4"0 4 0 : 4"0 8 ''40 40 N I I SPRINKLER PIPING. 'B. 1 N II 1'0 700 e s i78 N Ele, Acal 2 N I `- �ft . 1 N- z x it i N l i =� --� LLI r, T 1 COORDINATE LOCATION WITH bloI CIVIL ENGINEER L J 1 0. S-- — R _� - 4"0 FIRE LINE` — I ek, :filth 2 + - d UNDERGROUND \ 1 1ft \_ �1, rr— DDCVA --� 1 "0 1.0 \ r \ it 6.. I ' 4-i- .. l 108 I r 107 N r - WC 46 1 "0 1 "� N 3 - ---- R3 1-1 4"0 1-1 4"0 1-1 2 "0 2 "0 2-1/2"0 UP TO HIGH ROOF N 1 "0 / 1 "0 DOWN I 1-1/4"0 1-1/2"0 101, 2"0 2"0 0 Waiting Room 1249sgft a I r,o rdm ttl L.,,llnllm! II 155 g Vestibule � ; I � 1 o 16 1 0 -- computer 6 1QQ3 61 Sq;f t� 6 1 "0 1 "� ll Workstation 1 0 1 SD o_, �: 1 "� 2"� DOWN I y� Compute 0 h' < a _. _ o: 1 "0 1 � & Workstation - ! I r , 1` aD _ 1 'r' 1 0 ��l r �'� III Computer NuStep UBE �. \ �� 2 1 0 1 "0 �I � c 10, i I Treatment Table Station rity r I I , � Stc�a • r — — 1 4 ¢ 1-1 0 ir,, 1 2"0 REMOTE AREA 44sgft ld 1-ft 1!; 1540 SO. FT.17J I I I - - -- --- _ I I I I I I 1 1 I I I I I I ! 1 I I I I 1 I I 1-1 /2"'0 0--pa URBANoRDeR.tampal, inc. 500E south elberon street 33641 813.832.5557 aa2oo2460 11J'K18'\NoRDERJampa, inc.l fh to a.e ane h fiend ere eub enro p copY 9 o.pytight p t eon a. an'archltuclumltyork' under sect 102 of thernpynght ael 11 t a o ea am i" 1 D. he, I. end known ee arch lectural wo k, crazy, 9ht probceon .1 or 1990 The p,olechon nclud.e We not —bet to e,o e-all f— .a wall ea le—J.—I and conrpoa I qn M spaces and aem.,p+ol lha dealg, rrrd—ta,h prola;lol u,a ftn,e.d use of Mee. plane work« home,epr.s.nted. can bgalty —ft,,, the caasa0oe of conelmceen «bu Itlings Darng aerzed anrll« monetary componsalwr, b URRANMDERA.mp. inc., rkx da regsea.oe AA26M2460 ISSUE DATE 09/21 /2020 REVISIONS 5 = m O U) W N ►'- L � Q N oo a) CO N ry W _I V Z z_ W O U) Oo W U- U- DATE 11/13/2020 This item has been �N'JrM''., .A o •• Digitally signed by DRWN: S.J.M. electronically signed and e ,.• E N �', sealed by Stephen Moms,P. E. ?/.�.''�� SF•'•.� on the date noted in the ?0No 69s2a '•.N J Morris CHKD, S.J.M. digital seal, using a Digital _ �;. *=Stephen Signature. Printed copies of this 19-, STATE OF :•� O,(; Date: 2020-11-13 SCALE: 1/8"=V-0° document are not considered •..c• p :'��� signed and sealed and the o F` '• �, R `?.•'���.` ,/ONALE?.,� mu t be verified on agnire es 15 :42 : 45 HAHN SHEET NUMBER FS-1 653 ENGINEERING, INC. MECHANICAL & ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy Tampa, Flonda 33629 T: 813.831.8599 W: www.hahneng.com C:.O.A.# 5 FILE NAME 1e029-FS dwg Zephyrh +J FIRE SPRINKLER CALCULATIONS VA ZH CLINIC THE FOLLOWING SPRINKLERS ARE OPERATING INI [ l TEST AREA 1 [ l TEST AREA 2 C l TEST AREA 3 1Xl REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT, K ELEV. FLOW PRESSURE ft gpM psi 101 5,60 13,00 20,01 12.77 102 5.60 13.00 19,73 12.41 103 5,60 13.00 19.91 12.64 104 5.60 13.00 17.94 10.26 105 5.60 13.00 17.32 9.56 106 5,60 13.00 16.30 8.47 107 5.60 13.00 14.68 6.87 108 5.60 13.00 14,40 6.61 109 5.60 13.00 19.42 12.02 110 5.60 13.00 1 & 88 11.36 111 5.60 13.00 1 & 30 10.68 112 5,60 13.00 18.83 11.31 113 5.60 13.00 17. 17 9.40 114 5.60 13.00 17.67 9.96 115 5.60 13.00 14.76 6.94 116 5.60 13.00 15.20 7.37 THE SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ I THE INSIDE HOSE [ I RACK SPKLR' S. C l YARD HYDT, FLOW IS THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS THE FOLLOWING PRESSURES & FLOWS OCCUR ---) AT REF, PT, I <--- STATIC PRESSURE 55.00 psi RESIDUAL PRESSURE 45.00 psi AT 1000.00 gpM TOTAL SYSTEM FLOW 380.51 gpM AVAILABLE PRESSURE 53.33 psi AT 380.51 gpM OPERATING PRESSURE 41.14 psi AT 380,51 gpM PRESSURE REMAINING 12.19 psi 280, 51 gpM 100.00 gpM Or 00 gpM 0,100 gpM/sq. ft. THE ABOVE RESULTS INCLUDE 12,00 psi FRICTION LOSS AT REF. PT. # 0 FOR A [XI BACKFLOW PREVENTER C l METER [ I DETECTOR CHECK VALVE C l OTHER DEVICE »»»»»»»»»»»»»»»»»»»»»»»»»»-»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»» FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length, 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ------------ FROM TO FLOW PIPE FITS EOV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpM) (ft) (ft) C TYPE (In) (psi) (psi) (psi) (psi) (psi) »»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»-»»»»» 1 2 280.51 173. 00112222 34,00 120 1 4,026 0,025 0.000 41.14 36.03 5.11 2 3 280,51 13.00 25 8.80 120 1 4.026 0,025 5,633 36.03 29.86 0.54 3 4 280.51 151.00 22 13.60 120 1 4.026 0.025 0.000 29.86 13.80 16.05 4 5 39.74 2.00 TT 0.00 120 1 2.067 0.017 Or 000 13.80 13.77 0.03 4 6 240.77 16.00 T 0.00 120 1 4,026 0,019 0,000 13.80 13.49 0.31 6 7 100,53 4.00 T 0.00 120 1 2.067 0.095 0.000 13.49 13.11 0.38 7 8 80.63 9.00 T 0.00 120 1 1.610 0.213 0,000 13. 11 11.18 1.93 8 9 62.69 3.00 T 0.00 120 1 1.380 0.283 0.000 11.18 10.33 0.86 9 10 45.37 7.00 T 0.00 120 1 1.380 0.156 0,000 10.33 9.24 1.09 10 11 29.08 7.00 T 0.00 120 1 1.049 0,260 0,000 9.24 7.43 1.81 6 12 140.23 1 & 00 T 0.00 120 1 4,026 0.007 0.000 13.49 13.38 0.12 12 13 140,23 3.00 T 0.00 120 1 2.067 0.176 0.000 13.38 12.85 0.53 13 14 101.94 9.00 T 0.00 120 1 2.067 0.097 0.000 12.85 11.97 0.88 14 15 64.80 10.00 T 0.00 120 1 1.610 0.142 0.000 11.97 10.55 1.42 15 16 29.96 10.00 T 0.00 120 1 1,049 0.274 0.000 10.55 7.81 2.74 5 101 20.01 6,00 2 1.70 120 1 1,049 0.130 0.000 13.77 12.77 1.00 5 102 19.73 9.00 2 1.70 120 1 1.049 0.127 0.000 13.77 12.41 1.36 7 103 19.91 2.00 2 1.70 120 1 1.049 0.129 0.000 13.11 12.64 0.48 8 104 17.94 7,00 2 1.70 120 1 1.049 0.106 0,000 11, 18 10.26 0.92 9 105 17.32 6.00 2 1.70 120 1 1.049 0.099 0,000 10,33 9.56 0.77 10 106 16,30 7.00 2 1.70 120 1 1.049 0.089 0,000 9.24 8.47 0.77 11 107 14.68 6,00 2 1.70 120 1 1.049 0.073 0.000 7.43 6.87 0.56 11 108 14.40 10.00 2 1.70 120 1 1.049 0.071 0.000 7.43 6.61 0.82 13 109 19.42 5.00 2 1.70 120 1 1.049 0,123 0.000 12.85 12.02 0.82 13 110 18.88 11.00 2 1.70 120 1 1.049 0.117 0.000 12.85 11.36 1.49 14 111 18,30 10.00 2 1.70 120 1 1.049 0.110 0.000 11.97 10.68 1.29 14 112 18.83 4.00 2 1.70 120 1 1.049 0.116 0.000 11.97 11.31 0.66 "'' 15 113 17. 17 10.00 2 1.70 120 1 1.049 0,098 0.000 10.55 9.40 1.15 15 114 17.67 4.00 2 1.70 120 1 1.049 0.103 0.000 10.55 9.96 0,59 16 115 14.76 10.00 2 1.70 120 1 1.049 0.074 0.000 7.81 6.94 0.86 16 116 15.20 4.00 2 1.70 120 1 1.049 0.078 0.000 7.81 7.37 0.44 A MAX. VELOCITY OF 13.44 ft. /sec. OCCURS BETWEEN REF, PT. 8 AND 9 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North K I ngstown R. I. U.S.A. HYDRAULIC CALCULATIONS COVER SHEET VA ZH CLINIC WATER SUPPLY STATIC PRESSURE (psi) 55 RESIDUAL PRESSURE (psi) 45 RESIDUAL FLOW (gpM) 1000 B 0 0 S T E R PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MAXIMUM SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 12 SPECIFIED DISCHARGE DENSITY (gpM/sq. ft.) .1 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF 1 gpM/sq. ft. FOR A DESIGN AREA OF 1540 SO. FT, OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 280.51 gpM AT A PRESSURE OF 36.03 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 001 SCHEDULE 40 • LVA • • SQ. SUPPLY: 45 PSI 0 •.. ,380.51 GPM ■■■IIII•-■-��t„sa- ,III,■■■■■■■I■II■ ONE \I J■■■■■■■■■■■■■�� • •• ••• •• ••• • WATER SUPPLY/DEMAND GRAPH SPRINKLER CALCULATION NOTES: SPRINKLER CALCULATIONS ASSUME THE FOLLOWING FLOW AND PRESSURE CHARACTERISTICS WILL BE AVAILABLE AT THE SITE FIRE HYDRANT: STATIC PRESSURE: 55 PSI RESIDUAL PRESSURE: 45 PSI FLOW: 1000 GPM THE CONTRACTOR SHALL PROVIDE FLOW TEST DATA AT THE NEW HYDRANT AND PROVIDE UPDATED FIRE SPRINKLER CALCULATIONS PRIOR TO ANY PIPING INSTALLATION. THE CONTRACTOR SHALL PROVIDE WATER QUALITY TEST REPORT. CONTRACTOR SHALL TEST WATER FOR MIC CONDITIONS. FIRE PROTECTION GENERAL NOTES 1. THE SPRINKLER SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13, STATE OF FLORIDA, AND ALL APPLICABLE CODES.THE FACILITY SHALL BE PROVIDED WITH AUTOMATIC WET PIPE SPRINKLER SYSTEM. 2. SYSTEM CLASSIFICATION: OFFICE BUILDING - LIGHT HAZARD (0.10 GPM SQ FT OVER THE MOST REMOTE 1500 SQ FT, 225 SQ FT PER HEAD MAXIMUM SPACING, 100 GPM HOSE DEMAND) 3. PROJECT: VA CLINIC - ZEPHYRHILLS, FL 4. JURISDICTION: PASCO COUNTY, FL. 5. ALL MATERIAL SHALL BE UL LISTED. 6. 1 INCH - 2 INCH PIPE TO BE SCHEDULE 40 WALL PIPE WITH CAST IRON SCREWED FITTINGS. 2 1/2 INCH - 6 INCH PIPE TO BE SCHEDULE 40 WELDED OUTLETS AND GROOVED COUPLINGS. 7. ALL PIPE PENETRATIONS OF RATED ASSEMBLIES SHALL BE PATCHED WITH AN NFPA "APPROVED" METHOD. 8. ALL WORK TO BE TESTED AT 200 PSI FOR 2 HOURS. TEST TO BE WITNESSED BY FIRE INSPECTOR. CALL 24 HOURS IN ADVANCE TO SCHEDULE TEST. 9. HANGERS SHALL BE PER NFPA. HANGERS SHALL BE SPACED IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. HANGERS ARE NOT SHOWN FOR CLARITY. 10. CAP TO BE PROVIDED AT THE END OF EACH MAIN FOR FLUSHING PURPOSES. 11. FOR FURTHER INFORMATION SEE STRUCTURAL, MECHANICAL, ARCHITECTURAL, AND ELECTRICAL DRAWINGS. 12. SPRINKLER HEADS TO BE EQUIVALENT TO CENTRAL WITH 2 PIECE CHROME ESCUTCHEONS. 13. SPRINKLER PIPING TO BE RUN ABOVE FINISH CEILING. 14. ALL WORK TO BE COORDINATED WITH OTHER TRADES. 15. COORDINATE THE LOCATION OF ALL INSPECTORS TEST VALVES AND RUN TO EXTERIOR. PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED. 16. THE SPRINKLER HEADS SHALL BE CENTERED IN THE CEILING TILES UNLESS OTHERWISE NOTED. 17. SEE THE REFLECTED CEILING PLAN FOR CEILING HEIGHTS, LIGHTING AND HVAC GRILLES AND DIFFUSERS. 18. ALL UNDERGROUND WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 24 REQUIREMENTS BY A STATE LICENSED CONTRACTOR. UNDERGROUND PIPE AFTER BACKFLOW PREVENTOR TO BE PVC DR-14 WITH MECHANICAL JOINT FITTINGS, RESTRAINED PER NFPA REQUIREMENTS. THE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY. 19. ALL TRAPPED AREAS TO BE PROVIDED WITH LOW POINT DRAINS, AS REQUIRED BY NFPA 13. DRAINS TO BE 1 INCH GLOBE VALVE WITH NIPPLE AND CAP. INSTALL SIGN AS REQUIRED. 20. COORDINATE ALARM WIRING BY DIVISION 16. 21. IN LOCATING SPRINKLER HEAD PIPING, INSTALLER SHALL COORDINATE HIS WORK WITH THE LIGHTING AND AIR CONDITIONING LAYOUT. VISIT JOB SITE PRIOR TO START OF FABRICATION TO ASCERTAIN CLEARANCES. 22. SPACING OF SPRINKLER HEADS: THE SPACING AND SIZE OF SPRINKLER HEADS AND PIPES SHALL CONFORM TO THE REQUIREMENTS OF NFPA PAMPHLET NO. 13. SPRINKLER SHALL BE INSTALLED BY PERSONNEL WHO HAVE ENGINEERING FACILITIES AND EXPERIENCE IN SUCH WORK AND WHO ARE REGULARLY EMPLOYED TO DO SUCH WORK. 23. PROVIDE SHOP DRAWINGS PREPARED IN ACCORDANCE WITH NFPA 13 IDENTIFIED "WORKING PLANS", INCLUDING HYDRAULIC CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER AND WHICH HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. 24. PROVIDE TAMPER SWITCHES AND FLOW SWITCHES IN ACCORDANCE WITH APPLICABLE CODES. TAMPER SWITCH AND FLOW SWITCH SHALL BE CONNECTED FOR SUPERVISION AND ALARM TO THE FIRE ALARM SYSTEM. 25. PROVIDE THE FOLLOWING SYSTEM DATA: HAZARD CLASSIFICATION HYDRAULIC DESIGN DENSITY HYDRAULIC DESIGN GPM / SQ FT HYDRAULIC DESIGN SQ FT HD AREA OF APPLICATION - SQ FT HOSE ALLOWANCE - GPM TOTAL SYSTEM REQUIREMENTS - GPM AT PSI WATER SUPPLY STATIC PRESSURE - PSI 26. PROVIDE TEST DATA AFTER SYSTEM INSTALLATION. 27. ALL FIRE PROTECTION CONNECTIONS ARE PART OF THIS PROJECT. 28. COMMUNICATE WITH THE PROPERTY OWNER'S PERSONNEL TO REVIEW CONTRACT DOCUMENTS PRIOR TO INSTALLATION. 29. IN GENERAL, PLANS AND DETAILS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. COORDINATE ALL FIRE PROTECTION WORK WITH ELECTRICAL, PLUMBING AND HVAC WORK SO AS NOT TO CONFLICT IN LOCATION OR PERFORMANCE OF OTHER SYSTEMS. 30. A MASTER SET OF DRAWINGS SHALL BE KEPT TO REFLECT "AS BUILT" CONDITIONS ON A DAILY BASIS. THESE "AS BUILT" MARK UPS MAY BE REVIEWED BY THE ARCHITECT, ENGINEER, OR OWNER'S REPRESENTATIVE, AT THEIR REQUEST AND WITHOUT PRIOR NOTIFICATION. THESE "AS BUILT" DRAWINGS WILL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF THE PROJECT. 31. ALL NECESSARY FEES AND CHARGES ARE PART OF CONTRACT. 32. SEAL ALL FLOOR AND WALL PENETRATIONS IN AN APPROVED MANNER TO INSURE THE FIRE RATING INTEGRITY OF THE AREAS INVOLVED. 33. THOROUGHLY REVIEW FINAL LOCATION, TYPE, MOUNTING HEIGHT AND CONTROL OF ALL DEVICES PRIOR TO ROUGH -IN. 34. 33. LEAVE TO NATURAL STATE ALL AREAS AFFECTED BY EXCAVATION AND INSTALLATION OF NEW FIRE MAIN. 35. PROVIDE 2 INCH DROP DOWNS FROM SPRINKLER SYSTEM AT INSIDE OF REAR EXITS WITH 2 1/2 INCH CONNECTIONS FOR FIRE DEPARTMENT USE. CEILING NOTES 45• ELL 1. FROM END OF REMOTE BRANCH LINE. 2• TEST VALVE IN VALVE BOX ABOVE CEILING. LOCATE IN A READILY ACCESSIBLE LOCATION. FIELD COORDINATE LOCATION. 3. SMOOTH BORE CORROSION -RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER. 4. NOT LESS THEN 4'-0" OF EXPOSED PIPE IN ROOM BEYOND VALVE. FIRE SPRINKLER INSPECTOR'S WET PIPE SYSTEM TEST VALVE SCALE: N.T.S. wmro�l ON LLEMrdta PIPE BRACKET AND HANGER DETAIL SCALE: N.T.S. UL SYSTEM NO. W-J-1063 F RATING - 1,2,3 & 4 HR (SEE ITEM 1) T RATING - 0 & 1/4 HR (SEE ITEM 2) SECTION A -A PIPING FIRE WALL PENETRATION SCALE NITS 01 4" OS&Y VALVE W/TAMPER SWITCH 02 4" ALARM CHECK VALVE ► 30ANGLE VALVE MAIN ®MAIN SYSTEM DRAIN PIPE, ROUTE TO EXTERIOR OF BUILDING. PROVIDE A MINIMUM OF 4 FOOT PIPE LENGTH IN MECHANICAL ROOM. 05 PRESSURE GAUGE WITH INSPECTOR'S 1/4" TEST PLUG. ©NOT USED 07 4" RISER PIPING ®4" GROOVED ELBOW 0 2-1 /2" x 2-1/2" x 4" FIRE DEPARTMENT CONNECTION WITH CHECK VALVE AND BALL DRIP, LOCATED WITHIN 50' OF FIRE HYDRANT 0 SLEEVE THROUGH CONCRETE (TYPICAL) ST BLOCK CTRONIC BELL ALARM 0 4" X 4" X 4" TEE ® FLOOR WATER FLOW SWITCH CONNECTED TO FIRE ALARM SYSTEM ® INDICATING -TYPE FLOOR CONTROL VALVE WITH SUPERVISORY SWITCH. 0 PRESSURE GAUGE © SECTION DRAIN VALVE ® TEST VALVE ® SIGHT GLASS ® UNION WITH CORROSION -RESISTANT ORIFICE GIVING FLOW EQUIVALENT TO THE SMALLEST SPRINKLER ORIFICE IN THE SYSTEM ® TO DRAIN, LOCATE ON EXTERIOR OF BUILDING. TYPICAL FIRE SPRINKLER RISER DETAIL SCALE: N.T.S. NOTE: PROVIDE RISER IN ACCORDANCE WITH NFPA 13 1. WALL ASSEMBLY - MIN 4-7/8 IN., 6-1/8 IN., 7-3/8 IN. OR 8-5/8 IN. THICK LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE FOR 1, 2, 3 OR 4 HOUR RATED ASSEMBLIES, RESPECTIVELY. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 25 IN. 2. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. TO MAX 1-3/8 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE - THE FOLLOWING TYPES AND SIZES OF STEEL PIPES MAY BE USED: 1A. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 7 (OR HEAVIER) STEEL PIPE. 2A. NOM 8 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. 3A. NOM 10 IN. DIAM (OR SMALLER) SCHEDULE 20 (OR HEAVIER) STEEL PIPE. 4A. NOM 24 IN. DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL PIPE. WHEN STEEL PIPE IS USED, T RATING IS 1/4 HR FOR NOM 4 IN. DIAM (OR SMALLER) AND 0 HR FOR STEEL PIPES GREATER THAN NOM 4 IN. DIAM. B. IRON PIPE - NOM 24 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. WHEN IRON PIPE IS USED T RATING IS 1/4 HR. C. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT). WHEN EMT IS USED T RATING IS 1/4 HR. D. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT. WHEN STEEL CONDUIT IS USED T RATING IS 1/4 HR. E. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. WHEN COPPER TUBE IS USED T RATING IS 0 HR. F. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVY) COPPER PIPE. WHEN COPPER PIPE IS USED T RATING IS 0 HR. 3. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR RATED WALL ASSEMBLIES AND 1 IN. THICKNESS OF FILL MATERIAL FOR 2, 3 AND 4 HR RATED WALL ASSEMBLIES, APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT POINT CONTACT LOCATION BETWEEN PENETRANT AND PERIPHERY OF OPENING, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE INSTALLED AT THE CONCRETE/PENETRANT INTERFACE ON BOTH SURFACES OF WALL. *BEARING THE UL CLASSIFICATION MARKING HAHN 0 :3,>>,,, T pane a" copyrighted and are sl Pr mocr ' ppght puasion as an'ardii"clural wMe' under sechw 102 d tie xpynght ad 17 u a o as amended Decerber 19W and known as a.hilemrsi woks ccpy fight prchxbw ad of1W The pru"ctm nciudm but a nd a Grid is t" al - I— as ams! as s,.,gemem and oanpcebn d ,.w' - . Spam and eenwnd prcbmkmunautic ized use at mme pang �rorne reprewIted, = eg*f "euit w the dccnsauctenm m buldrIgs bsaz - n. _ ' Raids rag' 'e �r' } { as > as MM 0 LL sn assr CU Cn CL - W - !E N I` L" N CO cf) N DATE: 11 /13/2020 DRWN: S.J.M. CHKD: S.J.M. SCALE: N.T.S. SHEET NUMBER 653 FS�2 IL ENGINEERING, INC. MECHANICAL & ELECTRICAL CONSULTING 3060 S. Dale Mabry Hwy. Tampa, Florida 33629 T: 813.831.8599 W: www.hahneng.com C.O.A.# 5 FILE NAME. 18023FS.dwS I moolmawo.,