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HomeMy WebLinkAbout4330 20th St (49)ISSUED CLIENT BLUE TRITON BRANDS 4330 20th STREET ZEPHYRHILLS, FL 33542 PHONE: (866) 813-4939 FAX: NIA _. FOR PERMIT 22SEP21 PROJECT ZEPHYRHILLS LINE 4330 20th STREET ZEPHYRHILLS, FL 33542 PHONE: (866) 813-4939 FAX: NIA ARCHITECT CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: (404) 860-1440 FAX: (404) 860-1442 4 goy MECH/ELEC/PLUMB CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: (404) 860-1440 FAX: (404) 860-1442 S00-01 STRUCTURAL -SYMBOLS AND ABBREVIATIONS 0 1 S10-10 S20-10 STRUCTURAL -FOUNDATION PLAN -LEVEL 1 STRUCTURAL -FRAMING PLAN -LEVEL 1 0 0 1 1 S60-01 STRUCTURAL -SLAB DETAILS 0 1 i S60-10 STRUCTURAL -FRAMING DETAILS 0 1 ARCHITECTURE A00-01 A00-02 A03-10 A04-10 A13-10 Al 4-2R PLUMBING ARCHITECTURAL - LEAD SHEET ARCHITECTURAL - CODE SUMMARY ARCHITECTURAL - EGRESS PLAN.- LEVEL 1 ARCHITECTURAL - OCCUPANCY PLAN - LEVEL 1 ARCHITECTURE - ENLARGED ANNOTATION PLAN - LEVEL 1 ARCHITECTURAL - ENLARGED ROOF PLAN 0 in P00-01 PLUMBING - LEAD SHEET 0 1 P20-1 U-02 PLUMBING - WASTE & VENT PLAN - UNDERGROUND LEVEL 1 AREA 2 0 1 P20-10-02 PLUMBING PLAN - LEVEL 1 AREA 2 0 1 P50-01 _ PLUMBING - RISER DIAGRAM 0 1 P60-01 P70-01 PLUMBING - DETAILS PLUMBING - SCHEDULES 0 0 1 1 MECHANICAL M00-01 MECHANICAL -LEAD SHEET 0 1 M10-2R-02 MECHANICAL -ENLARGED DUCTWORK PLAN -ROOF AREA 2 0 1 I M10-10-02 MECHANICAL -ENLARGED DUCTWORK PLAN -LEVEL 1 AREA2 0 1 I M60-01 M70-01 MECHANICAL -DETAILS MECHANICAL -SCHEDULES 0 0 1 1 STRUCTURAL CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC 701 EMERSON ROAD SUITE 500 ST. LOUIS, MO 63141 PHONE: (314) 997-1515 FAX: (314) 997-6117 CONSTRUCTION CRB BUILDERS. LLC 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: (404) 860-1440 FAX: (404) 860-1442 CLIENT a UE T RI T 0 a CONSULTING ARCH ITECTIENGINEER CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. C1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 RJP 25AUG21 ISSUED FOR BID 1 RJP 22SEP21 ISSUED FOR PERMIT (LICENSEE CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: ST SCALE: NONE CHECKED BY: RJP SHEET SIZE: 30x42 APPROVED BY: RJP rDRAWING TITLE COVER SHEET & INDEX 'DRAWING NUMBER GOO-00 M GENERAL ABBREVIATIONS EQUIPMENT DESIGNATIONS GENERAL NOTES 2S1W TWO SPEED, ONE WINDING (E) EXISTING, EXIST H HEIGHT (FOR DIMENSIONS ONLY) (N) NEW S SOUTH AA AIR ACTUATOR F FILTER PHC PRE -HEAT COIL A AMPERE E EAST HB HOSE BIBB N NORTH SAN SANITARY AC AIR COMPRESSOR FACV FLAME ARRESTOR/CONSERVATION VENT PKG PACKAGING LINE EQUIPMENT ADA AMERICANS WITH DISABILITIES ACT EA EACH HDR HEADER NA NOT APPLICABLE SBJ SYSTEM BONDING JUMPER ACU AIR CONDITIONING UNIT FCP FIRE CONTROL PANEL PP POWER PANEL ADJ ADJUSTABLE EAT ENTERING AIR TEMPERATURE HDWR HARDWARE NAC NOTIFICATION CIRCUIT BOOSTER PANEL SC SAMPLE CONNECTION AD AIR DRYER FCU FAN COIL UNIT PSG PURE STEAM GENERATOR AF AMP FRAME EC ELECTRIC CONTRACTOR HEPA HIGH EFFICIENCY PARTICULATE AIR NC NORMALLY CLOSED SCHED SCHEDULE AG AGITATOR FE FERMENTOR PT PASS-THRU AFC ABOVE FINISHED CEILING EGC EQUIPMENT GROUNDING CONDUCTOR HGT HEIGHT NEC NATIONAL ELECTRIC CODE SCHEM SCHEMATIC AHU AIR HANDLING UNIT FEX FIRE EXTINGUISHER PU PUMP AFF ABOVE FINISHED FLOOR EJ EXPANSION JOINT HH HANDHOLE NEUT NEUTRAL SD STORM DRAIN AR AIR RECEIVER FFU FAN FILTER UNIT PUW PURIFIED WATER GENERATION SYSTEM AIC AMPERE INTERRUPTING CAPACITY ELEC ELECTRICAL HID HIGH INTENSITY DISCHARGE NIC NOT IN CONTRACT SE SERVICE ENTRANCE ARC AIR CURTAIN FH FUME HOOD PW PROCESS WASTE NEUTRALIZATION SYSTEM AL ALUMINUM ELEC PNL ELECTRICAL PANEL BOARD HM HOLLOW METAL NO NORMALLY OPEN SECT SECTION AS AIR SEPARATOR FM FLOW METER ALT ALTERNATE ELEV ELEVATION HMI HUMAN MACHINE INTERFACE NOM NOMINAL SFRM SPRAY -APPLIED FIRE-RESISITIVE MATERIAL ATF ALTERNATING TANGENTIAL FILTER FP FIRE PUMP RABS RESTRICTED ACCESS BARRIER AM AMMETER ELR END OF LINE RESISTOR HOA HAND -OFF -AUTOMATIC (STATION) NRTL NATIONALL RECOGNIZED TESTING LABORATORY SG SIGHT GLASS ATS AUTOMATIC TRANSFER SWITCH FPR FILTER PRESS RAF RELIEF AIR FAN ANOD ANODIZED ENCL ENCLOSURE HOR HAND -OFF -REMOTE NS NON -SAG SH SHIELDED AU AUTOCLAVE FRZ FREEZER RAH RADIANT HEATER ARCH ARCHITECTURAL) ENGR ENGINEER HORIZ HORIZONTAL NTS NOT TO SCALE SHR SHOWER BD BLOWDOWN SEPARATOR FT FLASH TANK RB ROBOT / ROLLER BOTTLE APPARATUS AS AMMETER SWITCH EPDM ETHYLENE PROPYLENE DIENE MONOMER HP HIGH POINT, HORSE POWER NUM NUMBER SIM SIMILAR BDS BUFFER DILUTION SKID RCP RADIANT CEILING PANEL ASSY ASSEMBLY EPO EMERGENCY POWER OFF HTG HEATING SIP STEAM IN PLACE BFS BOILER FEED WATER SYSTEM GB GEAR BOX RF RETURN FAN AT AMP TRIP EQ EQUAL HTR HEATER OC ON CENTER SK SKETCH BG BAG GCP GAS CONTROL PANEL RFG REFRIGERATOR ATS AUTOMATIC TRANSFER SWITCH EQUIP EQUIPMENT HVAC HEATING, VENTILATING, AND AIR CONDITIONING OCC OCCUPANT SM SHEET METAL BH BAG HOLDER GEN GENERATOR RHC REHEAT COIL AUX AUXILIARY ES EMERGENCY SHOWER HYD HYDRAULIC OCPD OVER CURRENT PROTECTION DEVICE SOG SLAB ON GRADE BHR BLOWDOWN HEAT RECOVERY GIH GRAVITY INTAKE HOOD RK RACK AVG AVERAGE ES/EW EMERGENCY SHOWER/EYEWASH OD OUTSIDE DIAMETER SP SETPOINT BLR BOILER GM GAS MANIFOLD RO REVERSE OSMOSIS MEMBRANE AWC AMPERE WITHSTANDING CAPACITY ESC ESCUTCHEON (PLATE) 1/0 INPUT/OUTPUT OFCI OWNER FURNISHED CONTRACTOR INSTALLED SPD SURGE PROTECTION DEVICE BR BIOREACTOR GRH GRAVITY RELIEF HOOD RP RECEPTACLE PANEL ESP EXTERNAL STATIC PRESSURE ID INSIDE DIAMETER OF01 OWNER FURNISHED OWNER INSTALLED SPDT SINGLE POLE DOUBLE THROW BRS BRINE SYSTEM RT RETENTION TUBE B/O BOTTOM OF EST ESTIMATE IG ISOLATED GROUND OH OVERHEAD SPEC SPECIFICATION BSC BIOSAFETY CABINET HC HEATING COIL RTU ROOFTOP UNIT BATT BATTERY EW EMERGENCY EYEWASH IMP INSULATED METAL PANEL OPNG OPENING SPST SINGLE POLE SINGLE THROW BT BUBBLE TRAP HEX HEAT EXCHANGER BD BOARD OR BUS DUCT EWT ENTERING WATER TEMPERATURE INCL INCLUDE) (ING) OPP OPPOSITE SS STAINLESS STEEL BW BIOWASTE SYSTEM HO HOMOGENIZER SC SCALE BLDG BUILDING EXH EXHAUST INFO INFORMATION OSA OPEN TO STRUCTURE ABOVE SSM SOLID STATE METERING HOP HOPPER SCB SCRUBBER BLKG BLOCKING EXP EXPANSION INST INSTRUMENTATION OSD OPEN SITE DRAIN SST SOLID STATE C COMPRESSOR HPW HIGH PURITY WATER PRETREATMENT SKID SCR SCREEN BLW BELOW EXT EXTERIOR INSUL INSULAT (E) (ED) (ION) ST SHUNT TRIP CA CART HRC HEAT RECOVERY COIL SDA SOUND ATTENUATOR BM BEAM INT INTERIOR PA PUBLIC ADDRESS STL STEEL CAP CAPPER HRU HEAT RECOVERY UNIT SDP STANDBY POWER DISTRIBUTION PANEL BOP BOTTOM OF PIPE (F) FUTURE INV INVERT PAF POWDER ACTUATED FASTENER STOR STORAGE CAV CONSTANT AIR VOLUME BOX HSB HIGH SHEAR BLENDER SEP STEAM SEPARATOR BOS BOTTOM OF STEEL F FUSE, FUSIBLE PART PARTIAL STRUCT STRUCTURAL CC COOLING COIL HTP HEAT TRACE PANEL SF SUPPLY FAN BOT BOTTOM F/O FACE OF JAN JANITOR PB PULL BOX SURF SURFACE CDI CONTINUOUS DEIONIZER - HTST HIGH TEMPERATURE SHORT TIME SKID SIP STEAM IN PLACE STATION BSMT BASEMENT FA FIRE ALARM JC JANITOR CLOSET PB PUSH-BUTTON SW SWITCH CENT CENTRIFUGE HUM HUMIDIFIER SK SKID / PACKAGE BTWN BETWEEN FAA FIRE ALARM ANNUNCIATOR JST JOIST PCC PRECAST CONCRETE SWBD SWITCHBOARD CF CARBON BED FILTRATION SKID/CARBON FILTER HVU HEATING AND VENTING UNIT SM STATIC MIXER FAB FABRICATE JT JOINT PERF PERFORATED SWGR SWITCHGEAR CF CHEMICAL FEED SMDP STANDBY POWER MAIN DISTRIBUTION PANEL C/O CENTER OF FAC FACTORY PH PHASE SYM SYMMETRICAL CFU CHEMICAL FEED UNIT IBC INTERMEDIATE BULK CONTAINER SR SHREDDER CB CIRCUIT BREAKER FACP FIRE ALARM CONTROL PANEL KCMIL KIL-CIRCULAR MILS PKG PARKING CH CHILLER IC ISOLATION CABINET SS SAFETY SHOWER CCTV CLOSED CIRCUIT TELEVISION FATC FIRE ALARM TERMINAL CABINET KID KNOCK DOWN PL PLATE (T) TEMPORARY CIP CLEAN IN PLACE (SKID) IH INTAKE HOOD STK STACK CEM CEMENT FBO FURNISHED BY OTHERS KO KNOCKOUT PLAM PLASTIC LAMINATE T THICK (FOR DIMENSIONS ONLY) CO2 CARBON DIOXIDE SYSTEM INC INCUBATOR STP STOPPER PROCESSOR CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED FC FAIL CLOSE KV KILOVOLT PLAS PLASTIC T/O TOP OF COL COLUMN (PACKED BED OR CHROMATOGRAPHY) ISO ISOLATOR SUB SUBSTATION CFD COVERED FLOOR DRAIN FCO FLOOR CLEANOUT KVA KILOVOLT -AMPERES PLBG PLUMBING TIT TANGENT TO TANGENT COND CONDENSER SVF STERILE VENT FILTER CF01 CONTRACTOR FURNISHED OWNER INSTALLED FD FIRE DAMPER KVAR KILOVOLT -AMPERES REACTANCE PLC PROGRAMMABLE LOGIC CONTROLLER TD TRENCH DRAIN COP CLEAN -OUT -OF -PLACE UNIT JC JOCKEY PUMP CG CORNER GUARD FD FLOOR DRAIN KW KILOWATT PLSTR PLASTER TEL TELEPHONE CP CONTROL PANEL T TRANSFORMER CHEM CHEMICAL FDC FIRE DEPARTMENT CONNECTION KWH KILOWATT HOUR PLYWD PLYWOOD THK THICKNESS CPU COMPUTER LC LIQUID CHROMATOGRAPHY TCM TEMPERATURE CONTROL MODULE Cl CAST IRON FDN FOUNDATION PNL PANEL TOP TOP OF PIPE CR COLD ROOM LF LIQUID FILLER TIFF ULTRAFILTRATION MICROFILTRATION SYSTEM CJ CONTROL JOINT FE FIRE EXTINGUISHER L LENGTH (FOR DIMENSIONS ONLY) POL POLISHED TP TAMPER PROOF CRAC COMPUTER ROOM AIR CONDITIONER LFB LAMINAR FLOW BENCH TK TANK (NON -PRESSURE RATED) CKT CIRCUIT FEB FIRE EXTINGUISHER BRACKET LAB LABORATORY POLYISO POLYISOCYANURATE TS TUBE STEEL CSC CHEMICAL SAFETY CABINET LFH LAMINAR FLOW HOOD TP TRANSFER PANEL t CENTERLINE FEC FIRE EXTINGUISHER CABINET LAD LAMINAR AIR DIFFUSER PP PICK POINT TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR CSG CLEAN STEAM GENERATOR LN2 LIQUID NITROGEN SYSTEM CLF CIRCUIT LIMIT FUSE FFE FINISH FLOOR ELEVATION LAF LAMINAR AIR FLOW PR PAIR TW THERMOWELL CT COOLING TOWER LP LIGHTING PANEL U UNLOADER CLG CEILING FGL FIBERGLASS LAM LAMINATE PRE FIN PREFINISHED TYP TYPICAL CU CONDENSING UNIT LYO LYOPHILIZER OF ULTRAFILTRATION CLR CLEAR FHC FIRE HOSE CABINET LAN LOCAL AREA NETWORK PREFAB PRE -FABRICATED CV CONVEYOR UH UNIT HEATER CM CONSTRUCTION MANAGER FIG FIGURE LAT LEAVING AIR TEMPERATURE PREP PREPARE UC UNDERCOUNTER CY CARBOY M MOTOR UP UTILITY PANEL CMU CONCRETE MASONRY UNIT FIN FINISH LAV LAVATORY PROC PROCESS UG UNDERGROUND MAU MAKE-UP AIR UNIT UPS UNINTERRUPTIBLE POWER SUPPLY CO CLEANOUT FL FAIL LAST (LOCKED) LCD LINEAR CEILING DIFFUSER PROJ PROJECT UL UNDERWRITER'S LABORATORY D DRUM MBG MIXING BAG STATION URP UPS PANEL COL COLUMN FLEX FLEXIBLE LID LINEAR DIFFUSER PROP L PROPERTY LINE UON UNLESS OTHERWISE NOTED DA DEAERATOR MCC MOTOR CONTROL CENTER US UTILITY STATION CONC CONCRETE FLG FLANGE LGTH LENGTH PROT PROTECTION UPS UNINTERRUPTABLE POWER SUPPLY DB DOWNFLOW BOOTH MEF MULTIPLE EFFECT DISTILLATION UT UPS TRANSFORMER CONST CONSTRUCTION FLR FLOOR LIN LINEAR PT PAINT UR URINAL DC DUST COLLECTOR ML MATERIAL LIFT / HOIST UV ULTRAVIOLET LIGHT CONT CONTINUATION FLSHG FLASHING LIQ LIQUID PTN PARTITION UTIL UTILITY DE DEACTIVATION SKID MMF MULTI MEDIA FILTER UW ULTRASONIC WASHER CONT'D CONTINUED FLUOR FLUORESCENT LLH LONG LEG HORIZONTAL PVC POLYVINYL CHLORIDE DF DEPTH FILTER MX MIXER CONTR CONTRACTOR FM FACTORY MUTUAL LLV LONG LEG VERTICAL V VOLT DH DEHUMIDIFIER V VESSEL (PRESSURE RATED) COORD COORDINATE FO FAIL OPEN LNTL LINTEL QTY QUANTITY VB VAPOR BARRIER DI DE -IONIZER N2 NITROGEN SYSTEM VAC VACUUM SKID CID CONTROL PANEL FOB FLAT ON BOTTOM LOC LOCATION VERT VERTICAL DP DISTRIBUTION PANEL NF NANOFILTRATION SYSTEM VAV VARIABLE AIR VOLUME UNIT CR CLEAN ROOM, COLD ROOM OR CARD READER FOT FLAT ON TOP LOTO LOCK OUT/TAG OUT (R) RELOCATED VEST VESTIBULE DPT DEPYROGENATION TUNNEL VC VAPOR COMPRESSION DISTILLATION CTR CENTER FP FIRE PROTECTION LP LOW POINT R/W RIGHT OF WAY VFD VARIBLE FREQUENCY DRIVE DR DRYER 02 OXYGEN SYSTEM VFD VARIABLE FREQUENCY DRIVE CU COPPER FPRG FIREPROOFING LSIG LONG, SHORT, INSTANTANEOUS TIME RA RETURN AIR VIF VERIFY IN FIELD DS DOSING SKID OD OZONE DESTRUCT DEVICE VP VACUUM PUMP CYL CYLINDER FRC FIBERGLASS REINFORCED CONCRETE AND GROUND FAULT PICKUP RAC RUN ABOVE CEILING VoIP VOICE OVER INTERNET PROTOCOL DSB DISTRIBUTION SWITCHBOARD OF OPERATOR INTERFACE TERMINAL FRM FRAME LT LIGHT RAD RADIUS VOL VOLUME DU DUST EXTRACTION UNIT OS OIL SEPARATOR WA WASHER D DEPTH/DEEP (FOR DIMENSIONS ONLY) FRM'G FRAMING LTG LIGHTING RAF RUN ABOVE FLOOR VP VENT PIPE DX DIRECT EXPANSION EVAPORATOR OV OVEN WB WATER BATH DB DRY BULB TEMPERATURE FRP FIBERGLASS REINFORCED PLASTIC LV LOW VOLTAGE RBC RUN BELOW CEILING VS VENT STACK OZ OZONE GENERATOR WH WATER HEATER DC DIRECT CURRENT FS FLOOR SINK LVL LEVEL(ING) RBF RUN BELOW FLOOR EAH EXHAUST AIR HOOD WS WATER SOFTENER DCS DISTRIBUTED CONTROL SYSTEM FSD FIRE SMOKE DAMPER LWT LEAVING WATER TEMPERATURE RCP REFLECTED CEILING PLAN W WIDTH (FOR DIMENSIONS ONLY) EC EVAPORATOR COIL DEMO DEMOLISH/DEMOLITION FTG FOOTING RCPT RECEPTACLE W WATT, WIRE OR WEST EDC EDUCTOR DEPT DEPARTMENT FURN FURNITURE MAINT MAINTENANCE RD ROOF DRAIN IN/ WITH EDH ELECTRIC DUCT HEATER DET DETAIL FVNR FULL VOLTAGE NON -RESERVING MATL MATERIAL RE: REFERENCE W/0 WITHOUT EDR ELECTRO DEIONIZATION REVERSE DF DRINKING FOUNTAIN FVR FULL VOLTAGE RESERVING MAU MAKE UP AIR UNIT RECD RECEIVED WAP WIRELESS ACCESS POINT EF EXHAUST FAN DFU DRAINAGE FIXTURE UNIT FWE FURNISHED WITH EQUIPMENT MAV MANUAL AIR VENT REL RELOCATE WC WATER CLOSET EL EMERGENCY LIGHTING INVERTER 0 DIAMETER OR ELECTRICAL PHASE MAX MAXIMUM REQD REQUIRED WD WOOD ELEV ELEVATOR DIA DIAMETER GALV GALVANIZED MBJ MAIN BONDING JUMPER REV REVISION WE WITH EQUIPMENT ELP EMERGENCY LIGHITING PANEL DIAG DIAGONAL GATC GAS DETECTION & ALARM CONTROL PANEL MBM MANUAL BYPASS MODULE (BYPASS) RF ROOF WP WORK POINT EMCS ENERGY MANAGEMENT CONTROL SYSTEM DIG DCS INSTRUMENTATION GROUND GC GENERAL CONTRACTOR MCB MAIN CIRCUIT BREAKER RGH ROUGH WPF WEATHERPROOF ENV ENVIRONMENTAL CHAMBER DIM DIMENSION GEC GROUNDING ELECTRODE CONDUCTOR MCC MOTOR CONTROL CENTER RM ROOM WPFG WEATHERPROOFING ERP EMERGENCY RECEPTACLE PANEL DIP DUCTILE IRON PIPE GEN GENERAL MCP MOTOR CIRCUIT PROTECTOR RND ROUND WR WATER RESISTANT ES EFFLUENT SAMPLER DISC DISCONNECT GFCI GROUND FAULT CIRCUIT INTERRUPTER MECH MECHANICAL RO ROUGH OPENING WT WEIGHT ET EXPANSION TANK DIST DISTANCE GFP GROUND FAULT PROTECTION MEMB MEMBRANE ROD ROOF OVERFLOW DRAIN WTRPRF WATERPROOF EW EYE WASH DIV DIVISION GIRT L GIRT LINE MFG MANUFACTURING RTN RETURN WV WORKING VOLUME DIW DROP IN WALL GL GLASS MFR MANUFACTURER WWF WELDED WIRE FABRIC DMPR DAMPER GLZG GLAZING MGR MANAGER DN DOWN GND GROUND MH MANHOLE XFMR TRANSFORMER DOC DOCUMENT GRID GRADE MID MIDDLE XP EXPLOSION PROOF DPDT DOUBLE POLE, DOUBLE THROW GRTG GRATING MIN MINIMUM DPST DOUBLE POLE, SINGLE THROW GS GRAVEL STOP MISC MISCELLANEOUS DPT DEW POINT TEMPERATURE GWB GYPSUM WALLBOARD MLO MAIN LUG ONLY DS DOWNSPOUT GYP GYPSUM MO MASONRY OPENING OR MANUALLY OPERATED DWG DRAWING MOC MATERIAL OF CONSTRUCTION DX DIRECT EXPANSION MOD MODULAR MTD MOUNTED MTL METAL MTS MANUAL TRANSFER SWITCH MV MEDIUM VOLTAGE MW MANWAY DEMO DRAWING MODIFIER (DEMO DRAWINGS ONLY) DISCIPLINE DESIGNATOR (G) GENERAL (C) CIVIL PHASE/PACKAGE NO. (OPTIONAL) (L) LANDSCAPE (0) NON -PHASE DEPENDENT (S) STRUCTURAL SHEETS / SHEETS REFERENCED (A) ARCHITECTURAL BY MULTIPLE PHASES/PACKAGES (F) FIRE PROTECTION (1) PHASE/PACKAGE NO. 1 (P) PLUMBING (2) PHASE/PACKAGE NO. 2 (R) PROCESS PIPING (3) PHASE/PACKAGE NO. 3.... ETC. (M) MECHANICAL (E) ELECTRICAL (1) INSTRUMENTATION DEMO DRAWING MODIFIER (DEMO DRAWINGS ONLY) DISCIPLINE DESIGNATOR (G) GENERAL (C) CIVIL PHASE/PACKAGE NO. (OPTIONAL) (L) LANDSCAPE (0) NON -PHASE DEPENDENT (S) STRUCTURAL SHEETS / SHEETS REFERENCED (A) ARCHITECTURAL BY MULTIPLE PHASES/PACKAGES (F) FIRE PROTECTION (1) PHASE/PACKAGENO. 1 (P) PLUMBING (2) PHASE/PACKAGENO. 2 (R) PROCESS PIPING (3) PHASE/PACKAGE N0. 3.... ETC. (M) MECHANICAL (E) ELECTRICAL (1) INSTRUMENTATION DEMO DRAWING MODIFIER (DEMO DRAWINGS ONLY DISCIPLINE DESIGNATOR (G) GENERAL (C) CIVIL (L) LANDSCAPE (S) STRUCTURAL (A) ARCHITECTURAL (F) FIRE PROTECTION (P) PLUMBING (R) PROCESS PIPING (M) MECHANICAL (E) ELECTRICAL (1) INSTRUMENTATION BLDG # (OPTIONAL) CAMPUS NAME (OPTIONAL) BUILDING AREA DESIGNATOR (OPTIONAL) SEQUENTIAL NUMBERS n STARTING FROM 01 FOR EACH CMPS - BLD G# - X - AD B C - D E - FF BUILDING AREA OF THE DRAWING NUMBERING SYSTEM - NON -PLAN SHEETS BLDG # (OPTIONAL) CAMPUS NAME (OPTIONAL) CMPS B LDG# -X - ADBC - GG SKETCH NUMBERING SYSTEM SEQUENTIAL NUMBER 01, 02, 03... ETC. XDSK- MMDDYY - XX DRAWING NUMBERING SYSTEM - PLAN SHEETS LEVEL DESIGNATOR LEVEL MODIFIER (1) - LEVEL 1 (2) -LEVEL 2 (C) ABOVE CEILING (INTERSTITIAL) (3) - LEVEL 3... ETC. (E) EQUIPMENT PLATFORM (M) MEZZANINE (P) PENTHOUSE* (R) ROOF* (U)UNDERGROUND (0) USE WHEN NONE OF THE MODIFIERS ABOVE APPLY *PENTHOUSE ROOF TO BE DENOTED AS (PR) PLAN CODE NUMBER PLAN CODE NUMBER T" FOR ALL NON -PLAN SHEETS UNLESS NOTED OTHERWISE SEQUENTIAL NUMBER 01, 02, 03...ETC. EXAMPLES: ASK-123016-01 ADSK-123016-01 DRAWING SERIES DESIGNATOR REFER TO PLAN SHEET NUMBERING SYSTEM SKETCH DATE NUMBER PLAN CODE NUMBER GMP/HVAC FLOW DIAGRAMS PLAN CODE NUMBERS FOR (2) SERIES (GMP FLOW DIAGRAMS): (0) PROJECT DEFINED (1) PERSONNEL FLOW DIAGRAMS (2) EQUIPMENT FLOW DIAGRAMS (3) PRODUCT/MATERIAL FLOW DIAGRAMS (4) WASTE FLOW DIAGRAMS (5) PROJECT DEFINED FOR (3) SERIES (HVAC GMP DIAGRAMS): (0) PROJECT DEFINED (1) HVAC CLASSIFICATION DIAGRAMS (2) HVAC PRESSURIZATION DIAGRAMS (3) AHU ZONING DIAGRAMS (4) PROJECT -DEFINED DIAGRAMS (5) PROJECT -DEFINED DIAGRAMS NOTE: PRESSURIZATION & CLASSIFICATION MAY BE COMBINED ARCHITECTURAL PLAN CODE NUMBERS FOR (0) SERIES (CODE PLANS): (0) LEAD/SUMMARY SHEETS (1) CODE SITE PLANS (2) BUILDING OCCUPANCY/CONTROL AREA PLANS (3) EGRESS PLANS (4) ACCESSIBILITY PLANS (5) PROJECT -DEFINED PLANS (6) PROJECT -DEFINED PLANS FOR (1) SERIES (NEW WORK PLANS): (0) SITE PLANS (1) OVERALL BUILDING PLANS (2) CORE AND SHELL PLANS (3) ANNOTATION PLANS (4) FF&E PLANS (5) FINISH PLANS (6) CASEWORK PLANS (7) EQUIPMENT PLANS (8) PROJECT -DEFINED PLANS (9) REFLECTED CEILING PLANS FIRE PROTECTION PLAN CODE NUMBERS FOR (0) SERIES: (0) LEAD SHEET(S) (1) SITE PLANS FOR (1) SERIES: (0) HAZARD CLASSIFICATIONS PLANS (1) RISER ZONING PLANS FOR (2) SERIES: (0) FIRE PROTECTION PIPING PLANS (1) FIRE PROTECTION HEAD LAYOUT PLANS MECHANICAL PLAN CODE NUMBERS FOR (0) SERIES: (0) LEAD SHEET(S) (1) SITE PLANS FOR (1) SERIES: (0) HVAC DUCTWORK PLANS (1) AIR DEVICE PLANS PLAN CODE NUMBER ELECTRICAL PLAN CODE NUMBERS FOR (0) SERIES (0) LEAD SHEET(S) (1) SITE LIGHTING PLANS (2) SITE POWER PLANS (3) SITE RACEWAY/CONDUIT PLANS FOR (2) SERIES: (0) POWER PLANS (1) RACEWAY/CONDUIT PLANS FOR (3) SERIES: (0) SPECIAL SYSTEMS PLANS (1) GROUNDING PLANS INSTRUMENTATION PLAN CODE NUMBERS FOR (0) SERIES: (0) GENERAL LEAD SHEET(S) (1) ARCHITECTURE - PROCESS CONTROL SYSTEM (2) ARCHITECTURE BUILDING AUTOMATION SYSTEM (3) ARCHITECTURE - PROJECT DEFINED FOR (7) SERIES: (0) PANEL - OVERALL LAYOUT (1) PANEL - PROJECT DEFINED (2) PANEL - PROJECT DEFINED NOTE: THE LEVEL DESIGNATOR AND MODIFIER DO NOT APPLY TO PANEL AND WIRING DIAGRAMS. THE CHARACTERS SHALL BE USED TO REFERENCE A SPECIFIC PANEL. (01-99) SHALL BE USED. FOR (8) SERIES: (0) WIRING DIAGRAMS - OVERALL PANEL (1) WIRING DIAGRAMS - BLOCK (2) WIRING DIAGRAMS - PROJECT DEFINED NOTE: THE LEVEL DESIGNATOR AND MODIFIER DO NOT APPLY TO PANEL AND WIRING DIAGRAMS. THE CHARACTERS SHALL BE USED TO REFERENCE A SPECIFIC PANEL. (01-99) SHALL BE USED. DRAWING SERIES DESIGNATOR DRAWING SERIES DESIGNATOR GENERAL DRAWING SERIES DESIGNATOR PLUMBING DRAWING SERIES DESIGNATOR (0) GENERAL - PROJECT TITLE/DWG INDEX SHEET(S) (0) LEAD SHEET(S) (1) GENERAL EQUIPMENT ARRANGEMENTS (1) PLANS - DRAINAGE (2) GMP FLOW DIAGRAMS* (2) PLANS - SERVICE (3) HVAC GMP DIAGRAMS* (3) PLANS - PROJECT DEFINED (4) PROJECT DEFINED (4) ELEVATIONS/SECTIONS (5) RISERS/ONE-LINE DIAGRAMS CIVIL DRAWING SERIES DESIGNATOR (6) DETAILS (0) LEAD SHEET(S)/SITE PREP (7) SCHEDULES (1) PLANS - LAYOUT AND MATERIALS (8) PROJECT DEFINED (2) PLANS - GRADING AND DRAINAGE (9) PROJECT DEFINED (3) PLANS - SITE UTILITY (4) PLANS - PLANTING/SITE LIGHTING PROCESS PIPING DRAWING SERIES DESIGNATOR (5) PLANS - EROSION AND SEDIMENTATION CONTROL (0) LEAD SHEET(S) (6) DETAILS (1) PLANS - PROCESS PIPING (7) PROJECT DEFINED (2) PLANS - PROJECT DEFINED (8) PROJECT DEFINED (3) PLANS - PROJECT DEFINED (9) PROJECT DEFINED (4) ELEVATIONS/SECTIONS ( PROJECT DEFINED LANDSCAPE DRAWING SERIES DESIGNATOR 6) (6) DETAILS (0) LEAD SHEET(S) (7) SCHEDULES (1) PLANS - SITE (8) PROJECT DEFINED (2) PROJECT DEFINED (9) PROJECT DEFINED STRUCTURAL DRAWING SERIES DESIGNATOR MECHANICAL DRAWING SERIES DESIGNATOR (0) LEAD SHEET(S) (0) LEAD SHEET(S)/SITE PLANS* (1) PLANS - FOUNDATION (1) PLANS - HVAC DUCTWORK (2) PLANS - FRAMING (2) PLANS - MECHANICAL PIPING (3) PLANS - PROJECT DEFINED (3) PLANS - USER DEFINED (4) ELEVATIONS/SECTIONS (4) ELEVATIONS/SECTIONS (5) PROJECT DEFINED (5) PROJECT DEFINED (6) DETAILS (6) DETAILS (7) SCHEDULES (7) SCHEDULES (8) PROJECT DEFINED (8) PROJECT DEFINED (9) PROJECT DEFINED (9) PROJECT DEFINED ARCHITECTURAL DRAWING SERIES DESIGNATOR ELECTRICAL DRAWING SERIES DESIGNATOR (0) LEAD SHEETS)/REFERENCE/CODE COMPLIANCE* (0) LEAD SHEETS)/SITE PLANS* (1) PLANS* (1) PLANS - LIGHTING (2) EXTERIOR ELEVATIONS (2) PLANS - POWER/RACEWAY/CONDUIT* (3) SECTIONS (BUILDING/WALL) (3) PLANS - SPECIAL SYSTEMS/GROUNDING* (4) LARGE SCALE 'SYSTEMS' (4) ELEVATIONS/SECTIONS (5) INTERIOR ELEVATIONS (5) RISERS/ONE-LINE DIAGRAMS (6) EXTERIOR DETAILS (6) DETAILS (7) INTERIOR DETAILS (7) SCHEDULES (8) SCHEDULES (8) ELECTRICAL CLASSIFICATION (9) 3D REPRESENTATIONS (9) PROJECT/USER DEFINED FIRE PROTECTION DRAWING SERIES DESIGNATOR INSTRUMENTATION DRAWING SERIES DESIGNATOR (0) LEAD SHEET(S)/SITE PLANS* (0) LEAD SHEETS)/SYSTEM ARCHITECTURE* (1) PLANS - HAZARD CLASSIFICATIONS* (1) PLANS - INSTRUMENT/PANEL LOCATION (2) PLANS - FIRE PROTECTION PLANS* (2) PROJECT DEFINED (3) PLANS - ENLARGED PLANS - RISER ROOMS/ETC. (3) PROJECT DEFINED (4) ELEVATIONS/SECTIONS (4) ELEVATIONS (5) RISERS/ONE-LINE DIAGRAMS (5) RISER DIAGRAMS (6) DETAILS (6) INSTALLATION DETAILS (7) PROJECT DEFINED (7) PANEL LAYOUT DRAWINGS* (8) PROJECT DEFINED (8) WIRING DRAWINGS* (9) PROJECT DEFINED (9) PROJECT DEFINED NOTE - LOOP DWGS FOLLOW A DIFFERENT NUMBERING STANDARD *SEE PLAN CODE NUMBER/MODIFIER SECTION 1. GENERAL LEAD SHEET CONTENT IS GENERAL IN NATURE. NOT ALL ABBREVIATIONS, EQUIPMENT DESIGNATIONS, OR DRAWING NUMBERING ELEMENTS SHOWN ON THIS SHEET ARE USED, AND THEIR INCLUSION ON THIS SHEET IS NOT AN INDICATOR AS TO WHETHER OR NOT THEY ARE RELEVANT TO SPECIFIC PROJECT SCOPES. CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. c b CRB ARCHITECTS -ENGINEERS P.G. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 RJP 25AUG21 ISSUED FOR BID 1 RJP 22SEP21 ISSUED FOR PERMIT LICENSEE FfLn i y_> R x: RED CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROD. NO. 217043.00 DESIGNED BY: AP SCALE: NONE CHECKED BY: RJP SHEET SIZE: 30x42 APPROVED BY: RJP 10 DRAWING TITLE DRAWING NUMBER GENERAL LEAD SHEET GOO-01 GENERAL NOTES 19 20 F. 1 F E 1995 BLDG - L.P. B.O. DECK 2'-2" 4'-0" — - — - — - — - - — - — - — - — - — - — - — 22_'-�_� 3'-0" !U" 0.1 C? 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RE: SHEET AOO-01 FOR GENERAL SYMBOLOGY LEGEND AND ARCH ITECTURAL-SPECIF I C LEGENDS /ABBREVIATIONS. 2. RE: SHEET GOO-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 3. COORDINATE DEMOLITION WORK INDICATED WITH CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, PROCESS, ELECTRICAL AND INTRUMENTATION AND CONTROLS DRAWINGS. 4. DIMENSIONED EXTENTS OF SLAB DEMOLITION TO BE VERIFIED IN FIELD, TYP. DEMOLISH SLAB TO EXISTING CONTROL JOINTS WHERE APPLICABLE. (#) SHEET NOTES 1 NEW OPENING IN EXISTING 6" THICK CONCRETE WALL. SEE STRUCTURAL DRAWINGS FOR LINTEL SUPPORT. 2 SLAB TO BE REMOVED. SEE STRUCTURAL DRAWINGS. 3 EXISTING UNDERGROUND PIPING AND DRAINS TO BE REMOVED. CAP ALL ABANDONED LINES. SEE PLUMBING DRAWINGS. 4 MAINTAIN COLUMN FOOTING AND EXISTING CONTROL JOINTS, TYP. 5 PROVIDE TUFFWRAP TO ENCLOSE WORK AREA. EXTENTS AND LOCATION TO BE COORDINATED WITH OWNER. 6 EXISTING CANOPY AND ALL ATTACHMENTS TO BE REMOVED IN THIS AREA FOR INSTALLATION OF NEW CHILLER BY OWNER. PATCH AND REPAIR EXISTING FACADE AT DEMOLISHED CANOPY CONNECTIONS 7 DEMO ASPHALT AS NEEDED TO INSTALL NEW CHILLER PAD CONSULTING ARCH ITECT/ENGI NEER CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRIB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 �PROJIECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 RJP 25AUG21 ISSUED FORBID 1 RJP 22SEP21 ISSUEDIFORPERMIT LICENSEE FL A- 10 % R ED CRIB ARCH ITECTS-ENGINEERS P.C. LICENSE #09000002537 CRIB CONSULTING ENGINEERS, INC LICENSE #F96000003389 _1*1 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. '-PROJ. NO. 217043.00 DESIGNED BY: AP SCALE: As indicated CHECKED BY: RJP �_SHEET SIZE: 30x42 APPROVED BY: RJP r DRAWING TITLE ARCHITECTURAL ENLARGED DEMOLITION PLAN LEVEL 1 "DRAWING NUMBER AD13-10 DESIGN CRITERIA NOTES STEEL NOTES CONCRETE NOTES GENERAL 1. DESIGN CODES AND STANDARDS: 2020 FLORIDA BUIDING CODE 2018 INTERNATIONAL BUILDING CODE ASCE 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 2. DEAD LOAD: ROOF DEAD LOAD 15 PSF STEEL FRAMING ACTUAL WEIGHT EQUIPMENT OPERATIVE WEIGHT 3. LIVE LOAD: ROOF 20 PSF OCCUPANCY CATEGORY II 4. WIND LOAD: BASIC WIND SPEED (3-SECOND GUST) 140 MPH IMPORTANCE FACTOR, 1 1.0 EXPOSURE C INTERNAL PRESSURE COEFFICIENT, GCpi +/- 0.18 5. SEISMIC LOAD: SOIL SITE CLASS D SPECTRAL RESPONSE ACCELERATIONS: Ss 0..058 S1 0.032 SMS 0.093 SM1 0.077 SIDS 0.062 SDI 0.051 SITE COEFFICIENTS: Fa 1.6 Fv 2.4 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE SEISMIC FORCE -RESISTING SYSTEM STRUCTURAL STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE OCCUPANCY CATEGORY II STRUCTURE IMPORTANCE FACTOR, 1 1.0 SEISMIC DESIGN CATEGORY A R (BUILDING STRUCTURE) 3 Cs 0.021 SEISMIC DESIGN FOR ARCHITECTURAL, ELECTRICAL AND MECHANICAL COMPONENTS SHALL CONFORM TO THE REQUIREMENTS OF ASCE 7-05 CHAPTER 13 GENERAL CONSTRUCTION NOTES 1. ELEVATIONS INDICATED ARE BASED ON A BUILDING H.P. TOP OF FIRST FLOOR SLAB ELEVATION OF U-0". 2. STRUCTURAL DRAWINGS SHALL NOT BE SCALED. REFERENCE SCALES INDICATED ON THE DRAWINGS ARE INTENDED FOR INFORMATION USE ONLY AND SHALL NOT BE USED TO DETERMINE SPECIFIC DIMENSIONS OR QUANTITY OF MATERIALS. 3. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND DIMENSIONS ASSOCIATED WITH THE NEW WORK PRIOR TO FABRICATION AND CONSTRUCTION. ALL CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH RELATED WORK. 4. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO LOCATE ALL EXISTING UNDERGROUND UTILITIES AND BURIED ITEMS PRIOR TO CONSTRUCTING FOUNDATIONS. 5. SPECIFICATIONS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS FOR PURPOSES OF BIDDING, SCHEDULING, AND CONSTRUCTION. WHERE THERE ARE CONTRADICTIONS BETWEEN DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL BE FOLLOWED. 6. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 7. TYPICAL DETAILS AS SHOWN ON THE DRAWINGS APPLY TO SIMILAR SITUATIONS OCCURRING ON THE PROJECT WHETHER OR NOT THEY ARE IDENTIFIED IN EACH APPLICABLE TYPICAL DETAIL. 8. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOADS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK RELATED TO CONSTRUCTION, ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, ETC. REQUIRED TO SAFELY PERFORM THE WORK. 10. PROTECT SURFACES AND EQUIPMENT FROM WELD SPATTER, SPARKS, ETC. WITH USE OF WELD BLANKETS OR OTHER APPROVED MEANS. 11. IN AREAS IMPACTED BY STRUCTURAL STEEL, CONTRACTOR SHALL REPAIR AND/ OR REPLACE EXISTING FLOOR, WALL, AND CEILING FINISHES TO MATCH EXISTING OR AS SHOWN ON THE ARCHITECTURAL DRAWINGS. REPAIRS AND REPLACEMENT OF FINISHES SHALL BE TO OWNER'S SATISFACTION. 12. VERIFY SIZE AND LOCATION OF ALL OPENINGS THROUGH FLOORS, WALLS, SLABS, AND ROOF WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS, AND WITH EQUIPMENT FURNISHED PRIOR TO PROCEEDING WITH RELATED WORK. 13. VERIFY DIMENSIONS, ANCHORAGE LAYOUT / DETAILS, AND WEIGHTS OF ACTUAL PURCHASED OR OWNER FURNISHED EQUIPMENT WITH STRUCTURAL DETAILS SHOWN ON THE DRAWINGS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. 1. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFIED OTHERWISE: AISC 360-10, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AISC 303-10, "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" RCSC, "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", JUNE 30, 2004 AWS D1.1-15, "STRUCTURAL STEEL WELDING CODE - STEEL" AWS D1.3-08, "STRUCTURAL STEEL WELDING CODE - SHEET STEEL" 2. STRUCTURAL SHAPES AND PLATES: (Fy MIN.) ANGLES AND CHANNELS ASTM A36 36 KSI RODS ASTM A529 50 KSI STRUCTURAL PLATES ASTM A36 (UNO) 36 KSI 3. FASTENING PRODUCTS: WELD FILLER METAL E70XX 4. HOLES OR OPENINGS SHALL NOT BE CUT IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE ENGINEER, 5. ALL WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION (WPS) PREQUALIFIED BY AWS D1.1. WPS NOT PREQUALIFIED BY AWS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.1 PRIOR TO USE ON THE PROJECT. WELDERS SHALL BE QUALIFIED FOR EACH WPS USED ON THE PROJECT BY AN AWS CERTIFIED TESTING AGENCY AND IN ACCORDANCE WITH AWS D1.1. 6. WELDING SHALL CONFORM TO THE CURRENT SPECIFICATIONS OF THE AMERICAN WELDING SOCIETY, AND SHALL COMPLY WITH ALL LOCAL LAWS AND ORDINANCES. WELDING ELECTRODES SHALL BE E-70 SERIES. MINIMUM FILLET WELD SIZE SHALL BE 3/16" OR THE MINIMUM SIZE BY AISC 360 TABLE J2.4 UNLESS NOTED OTHERWISE. 7. WELDING SHALL BE PERFORMED IN THE FABRICATION SHOP TO THE EXTENT POSSIBLE. FIELD WELDING IS NOT PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE. 8. WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZE REQUIRED BY DESIGN FORCES. THE FABRICATOR'S DRAWINGS SHALL SHOW ALL WELDS AND THEY SHALL CONFORM TO AWS SPECIFICATIONS. 9. SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL CONSTRUCTION SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER UNLESS SPECIFICALLY NOTED OTHERWISE. MINIMUM SHOP DRAWING REQUIREMENTS ARE TO SHOW ALL CONNECTION DETAILS WITH NUMBER AND SIZE OF BOLTS, CLIP ANGLES, WELDS, COPES, AND OTHER ITEMS AS SHOWN BY THE AISC SHOP DRAWING MANUAL. 10. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING NECESSARY TO ERECT, STABILIZE, AND MAINTAIN ALL STEEL MEMBERS IN PROPER ALIGNMENT UNTIL ALL DECK, PERMANENT BRACING, FLOOR SLABS, WELDED CONNECTIONS, ETC. ARE IN PLACE. COLUMN ANCHOR BOLTS ARE NOT DESIGNED TO PROVIDE TEMPORARY STABILITY FOR COLUMNS DURING STEEL ERECTION. PLACE NON -SHRINK GROUT BELOW ALL COLUMN BASE PLATES BEFORE POURING CONCRETE ON DECKS OR APPLYING LOAD TO THE STRUCTURE. 11. EXTERIOR STEEL SHALL BE HOT -DIP GALVANIZED. FILE OFF ALL DRIPS AND ROUGH EDGES AND REPAIR WITH TOUCH-UP GALVANIZING. INTERIOR STEEL SHALL BE SHOP PRIMED, UNLESS NOTED ON DRAWINGS TO BE GALVANIZED. COLD -FORMED STEEL FRAMING NOTES 1. ALL COLD -FORMED STEEL MEMBERS SHALL HAVE A G60 GALVANIZED COATING. 2. ALL COLD -FORMED STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 50, CLASS 1 OR 2. 3. ALL COLD -FORMED STEEL MEMBERS SHALL COMPLY WITH THE REQUIREMENTS OF AISI S100-12, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, 2012". 4. ALL JOISTS AND JOIST REINFORCING SHALL BE BRACED @ 10'-0" O.C. MINIMUM. POST -INSTALLED ANCHOR NOTES 1. INSTALLATION AND INSPECTION OF ALL POST -INSTALLED ANCHORS SHALL CONFORM TO THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, THE REQUIREMENTS OF THE LATEST VERSION OF RESPECTIVE CODE APPROVAL REPORT (ICC-ESR OR OTHER), AND THE APPLICABLE BUILDING CODE. 2. INJECTION -TYPE ADHESIVE ANCHORING MATERIAL FOR CONCRETE SHALL BE "HILT[ HIT-HY 200 SYSTEM" (ICC ESR-3187, 3/2020) AS SUPPLIED BY HILTI FASTENING SYSTEMS. USE TYPE "HAS-R 316" RODS CONFORMING TO ASTM F593 FOR STAINLESS STEEL APPLICATIONS. USE TYPE "HAS-V-36" OR "HAS-V-36 HDG" RODS AS REQUIRED FOR CARBON STEEL APPLICATIONS. USE STANDARD EMBEDMENT UNLESS NOTED OTHERWISE. 3. MECHANICAL ANCHORS FOR CONCRETE SHALL BE "TITEN HD SCREW ANCHORS" (ICC ESR-2713, 1/2020) AS SUPPLIED BY SIMPSON STRONG -TIE. USE STANDARD EMBEDMENT UNLESS NOTED OTHERWISE. 4. MECHANICAL ANCHORS FOR CONCRETE IN STAINLESS STEEL AND EXTERIOR APPLICATIONS SHALL BE "STAINLESS STEEL (TYPE 316) TITEN HD SCREW ANCHORS" (IAPMO ER-493, 08/02/19), AS SUPPLIED BY SIMPSON STRONG -TIE. FOLLOW SIMPSON INSTALLATION INSTRUCTIONS AND USE NOMINAL MINIMUM EMBEDMENT UNLESS NOTED OTHERWISE. 5. DO NOT DRILL THROUGH REINFORCING STEEL IN CONCRETE OR MASONRY. CLEAN AND GROUT ANY UNUSED HOLES. 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING, UNLESS OTHERWISE SPECIFIED: ACI 301-14, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 318-14, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 2. CONCRETE PROPERTIES: MINIMUM 28 DAY APPLICATION COMPRESSIVE STRENGTH SLABS -ON -GRADE 4500 PSI 3. CONCRETE MIX DESIGN SHALL BE PROPORTIONED TO PROVIDE A MINIMUM STRENGTH OF 3000 PSI AT 7 DAYS. CONSIDER EXPECTED COLD AND HOT WEATHER DURING PLACEMENT AND CURING. 4. THE CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF EMBEDDED ITEMS, OPENINGS, SLEEVES, INSERTS, DOWELS, DEPRESSIONS, CURBS, PITS, CONDUITS, ETC. WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS, AND EQUIPMENT FURNISHED PRIOR TO PLACEMENT OF CONCRETE. 5. CONDUITS, PIPES, DUCTS, OR SLEEVES SHALL NOT BE EMBEDDED WITHIN SLABS, WALLS, BEAMS, OR COLUMNS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS. EMBEDDED ALUMINUM CONDUITS AND PIPES SHALL NOT BE PERMITTED. 6. EXPOSED EDGES OF CONCRETE (BEAMS, COLUMNS, WALLS, ETC.) SHALL BE CHAMFERED 3/4 INCH, UNLESS SPECIFICALLY NOTED OTHERWISE. 7. ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS PRIOR TO PLACING ADJACENT CONCRETE OR BONDING AGENT. CONCRETE SURFACES SHALL BE ROUGHENED A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH. 8. ALL EXTERIOR CONCRETE SLABS AND MATS TO HAVE A LIGHTLY BROOMED FINISH (UNLESS NOTED OTHERWISE). 9. ALL CONCRETE SHALL BE NORMALWEIGHT (UNLESS NOTED OTHERWISE), WITH A DENSITY NOT EXCEEDING 150 PCF. 10. ALL CURING PRACTICES, PROCEDURES, MATERIALS, AND MONITORING METHODS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN ACI 308R-16, "GUIDE TO EXTERNAL CURING OF CONCRETE". REINFORCING STEEL NOTES 1. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH THE FOLLOWING, UNLESS OTHERWISE SPECIFIED: SP-66 (04), "ACI DETAILING MANUAL - 2004" CRSI, "MANUAL OF STANDARD PRACTICE% 28TH EDITION, 2009 2. TYPICAL REINFORCING STEEL: DEFORMED BARS (NON -WELDABLE) ASTM A615, GRADE 60 DEFORMED BARS (WELDABLE) ASTM A706, GRADE 60 3. PROVIDE THE MINIMUM CONCRETE COVER INDICATED IN THE FOLLOWING SCHEDULE, UNLESS NOTED OTHERWISE IN A SPECIFIC SECTION OR DETAIL. INCREASE CONCRETE COVER AS REQUIRED TO ACCOMMODATE EMBEDDED ITEMS, BAR CONGESTION, FIELD CONDITIONS, ETC. MINIMUM CONCRETE COVER DESCRIPTION COVER 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 2.. CONCRETE EXPOSED TO EARTH OR WEATHER 2" 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND A. SLABS, WALLS, AND JOISTS - #14 AND LARGER 1 1/2" #11 AND SMALLER 3/4" B. BEAMS AND COLUMNS (PRIMARY REINF., TIES, STIRRUPS, SPIRALS) 1 1/2" 4. ALL REINFORCING BAR HOOKS INDICATED ON THE DRAWINGS SHALL BE ACI STANDARD HOOKS CONFORMING TO THE BEND DIMENSION REQUIREMENTS OF ACI 318, UNLESS SPECIFICALLY NOTED OTHERWISE. 5. REINFORCING BARS SHALL BE BENT COLD. BARS EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, EXCEPT WHEN SPECIFICALLY INDICATED ON THE DRAWINGS. 6. THE CONTRACTOR SHALL NOT CUT REINFORCEMENT UNLESS INDICATED BY SECTION OR DETAIL. AT LOCATIONS OF CONFLICT, SPREAD THE REINFORCEMENT TO ACCOMMODATE PLACEMENT. ADD ADDITIONAL BARS IF NECESSARY TO MAINTAIN SPACING REQUIREMENTS. 7. REINFORCING STEEL SHALL BE ADEQUATELY SUPPORTED TO PREVENT EXCESSIVE DEFLECTION OR PERMANENT DEFORMATION DURING CONCRETE PLACEMENT. ADDING REINFORCING STEEL OR ADJUSTING POSITION DURING CONCRETE PLACEMENT IS NOT PERMITTED. 8. ALL WELDED REINFORCING STEEL SHALL BE IN ACCORDANCE WITH AWS D1.4-2011. TACK WELDING IS NOT PERMITTED. 9. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. CORNER BAR SIZE AND SPACING TO MATCH HORIZONTAL WALL REINFORCING UNLESS NOTED OTHERWISE. LAP BARS WITH HORIZONTAL WALL BARS. 10. PROVIDE TWO #4 X 4'-0" LONG DIAGONAL BARS AT EACH CORNER OF SLAB, FOOTING, AND WALL REENTRANT CORNERS UNLESS NOTED OTHERWISE. CENTER BARS ON CORNER AND ORIENT AT 45 DEGREES TO PRIMARY REINFORCING. PROVIDE BARS IN THE TOP FACE OF SLABS -ON -GRADE AND EACH FACE FOR WALLS, SLABS, AND FOUNDATIONS HAVING TWO LAYERS OF REINFORCING STEEL. 11. #11 AND SMALLER BARS MAY BE SPLICED USING MECHANICAL CONNECTIONS OR CONTACT LAP SPLICES. BAR LAPS SHALL BE SECURELY WIRED TOGETHER. 12. TENSION DEVELOPMENT AND REINFORCING BAR LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLES, UNLESS NOTED OTHERWISE. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND WALLS. PROVIDE CONTACT LAP SPLICES. fc = 4,500 PSI (GRADE 60 UNCOATED BARS) BAR TENSION DEVELOPMENT CLASS "B" LAP SPLICE SIZE TOP BAR OTHER BARS TOP BAR OTHER BARS #3 14 12 22 17 #4 16 13 24 19 #5 18 14 26 21 #6 21 17 31 24 #7 35 27 48 38 #8 44 34 60 47 #9 54 42 73 57 #10 66 51 89 69 #11 79 61 106 82 ALL LENGTHS ARE IN INCHES NOTES: 1. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW. 2. REINFORCING BAR LENGTHS ARE BASED ON NORMALWEIGHT CONCRETE. LAP LENGTHS SHALL BE INCREASED 1/3 FOR LIGHTWEIGHT CONCRETE. 3. WHEN REINFORCING BAR SPACING IS LESS THAN 2 db FOR BEAMS AND COLUMNS OR 3 db FOR ALL OTHER CONCRETE ELEMENTS, LENGTHS SHALL BE MULTIPLIED BY A FACTOR OF 1.5 (db = REINFORCING BAR DIAMETER). COLUMN LINE REFERENCE 1 i i BUILDING SECTION REFERENCE SECTION NUMBER # X00-00 SHEET WHERE SECTION IS DRAWN, SAME DISCIPLINE WALL SECTION REFERENCE SECTION NUMBER XXX- WALL SECTION REFERENCE TYPE # (WHERE APPLICABLE) X00-00 SHEET WHERE SECTION IS DRAWN, SAME DISCIPLINE DETAIL REFERENCE DETAIL NUMBER xXX- DETAIL REFERENCE TYPE # (WHERE APPLICABLE) X00-00 SHEET WHERE DETAIL IS DRAWN, SAME DISCIPLINE CALLOUT DETAIL NUMBER # XXX--- CALLOUT REFERENCE TYPE __(�(WHERE APPLICABLE) X00-00 - SHEET WHERE DETAIL IS DRAWN, SAME DISCIPLINE DRAWING REVISION REVISION NUMBER, SEE DESCRIPTION IN TITLE BLOCK SAME SHEET REVISION AREA DIMENSIONS (+/-) DIMENSIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY +/- X' - X" ARCHITECT/ENGINEER OF ANY DISCREPANCIES +/ X - X" X' - X"SET DIMENSIONS (NON +/- DIMENSIONS) ROOM I SPACE NAME ROOM NAME ROOM NAME 101 ROOM NUMBER 150 SF ROOM AREA NORTH ARROW INDICATES DIRECTION OF TRUE NORTH INDICATES DIRECTION tN N OF PROJECT NORTH LEVEL LEVEL NAME 0,-0" MATCH LINE MATCHLINE RE:X00-00 BREAK LINE L_J EXTERIOR ELEVATION REFERENCE PLAN ELEVATION MARKER # ELEVATION NUMBER HEIGHT ABOVE / BELOW X00-00 SHEET WHERE ELEVATION ESTABLISHED 0.0 ELEVATION IS DRAWN, SAME DISCIPLINE +/ 0" INTERIOR ELEVATION REFERENCE (SINGLE AND MULTIPLE) ELEVATION NUMBER EQUIPMENT TAG # XXX # XXX ELEVATION REFERENCE TYPE TAG ID (WHERE APPLICABLE) X00-00 # # X00-00 DEMOLITION EXTENT SHEET WHERE ELEVATION IS DRAWN, SAME DISCIPLINE REFERENCE TYPES (SECTION I DETAIL I CALLOW I ELEVATION) CONNECT TO EXISTING OPP = OPPOSITE # OPTIONAL NUMBER DESIGNATION SYM = SIMILAR �Q TYP =TYPICAL � �J SHEET NOTE REFERENCE DEMOLTION LINEWORK SHEET NOTE (DEMO AND NEW WORK) OBJECT TO BE REMOVED X SEE NOTE LEGEND ON SAME SHEET. CONSULTING ARCHITECT/ENGINEER CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRIB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 BP 25AUG21 ISSUED FORBID 1 BP 22SEP21 ISSUE FOR PERMIT 'LICENSEE Bryan Prins, PE State of Florida Professional Engineer License No. 61146 This item has been digitally signed and sealed by Bryan Prins on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: MJ SCALE: NONE CHECKED BY: BP SHEET SIZE: 30x42 APPROVED BY: BP DRAWING TITLE STRUCTURAL SYMBOLS AND ABBREVEATIONS DRAWING NUMBER SOO-01 GENERAL NOTES 1. FOR GENERAL NOTES SEE DRAWING S00-01. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. 3. COORDINATE ALL SLAB EXTENTS WITH ARCHITECTURE. CONSULTING ARCHITECT/ENGINEER c�� PROJECT TITLE CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRIB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 BP 25AUG21 ISSUED FORBID 1 BP 22SEP21 ISSUE FOR PERMIT LICENSEE Bryan Prins, PE State of Florida Professional Engineer License No. 61146 This item has been digitally signed and sealed by Bryan Prins on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CRIB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL, THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: MJ SCALE: 1116" = V-0" CHECKED BY: BP SHEET SIZE: 30x42 APPROVED BY: BP DRAWING TITLE DRAWING NUMBER STRUCTURAL FOUNDATION PLAN LEVEL 1 S10-10 ff K J H G F.2 F.1 F E D C I I I I I I I I I I II I I I r s .... ^v ,....v.:. ,, ...,.a.C\. .�)1. .....3 ��:.<.. ...v. ....... ...... ..... .. . ..;... .. :.v...v..ra.... ..u>v<:.;,>:.v,:. .. ♦av\\ :ao.F<.<.. I ..... ,,, > .....^... ........ ., ...r.. ,...ifs .,,...,...�,..,.......,. :.z......n_,.... ,.: ,... ^.a;�x:, ..,..\ .G.a .... 'ur........,c ...,.: ....x :. ,..:..^<... ^........:.... .::.s...::.::::.,y ..n.:..x::.., •xxsxsx::x:::,.,,.:,^.....^ .. .' .... ., .<x<s)":xxx: :`wJa:t<«::`:".:: .^ ,' \ Fx e'3:3 ..:n>sn.:::xx.:: x:•>.:,.;x; rr:..:' ;3s:< ..`. .:..3is' xs\:,. e ... ,,r. ...>.:..,.... �...::... .,.>:::. `x .,.:.:.....s. s:<xxxxx n .. .... :«::f♦.::,.:..., , LINE 11 CONVEYOR 104 PLF .� A.,,... .f ^. ^., .. a...,. ^::... 3: i5..., x x,. sxs:••„ cFF::':: :ssxxxxx::<x>,s`:: t��: TOTAL -104 PLF _ ........ REINFORCE PER DETAIL 9/S60-10 REINFORCE REINFORCE PER DETAIL i PER DETAIL 2/S60 10 E I cj 2/S60-10 ;max EXISTING JOIST GIRDER EXISTING JOIST GIRDER I EXISTING JOIST GIRDER ! 17 EXISTING 24K4 JOISTS =k: REINFORCE PER DETAIL 2JS60-10 EXISTING ROOF PURLIN @ 5'-0" O.C. 'n € FIELD VERIFY LOCATION (TYP) „ F ATTACH CONVEYOR SUPPORT TO ._ ;:- (3) PURLINS MIN. >` REINFORCE PER I 11 j DETAIL 9/S60-10 F; > REINFORCE EXISTING JOIST GIRDER EXISTING JOIST GIRDER EXISTING JOIST GIRDER _ Q I PER DETAIL 18.2 a REINFORCE' �, 5< cur .;, 2/S60-10 PER DETAIL EXISTING RIGID FRAME (TYP) s 2/S60_ 10 a 1 ATTACH '. LINE 12 UPPER CONVEYOR - 189 PLF I CONVEYOR r� ;. REINFORCE PER h I TOTAL -189 PLF 1 I =` SUPPORT TO 3 ' _ DETAIL 9/S60-10 ATTACH CONVEYOR SUPPORT TO3<. () I � � REINFORCE .PURLINS MIN. s<<: (3) PURLINS MIN. PER DETAIL I =x 2/S60 10 REINFORCE PER DETAIL 7/S60-10 `'. EXISTING 24K4 JOISTS <W 18 CABLE TRAY - 30 PLF REINFORCE EXISTING JOIST GIRDER EXISTING JOIST GIRDER EXISTING JOIST GIRDER LINE 12 CONVEYOR 35 PLF Via; 2" LPCA - 3 PLF PER DETAIL - - 19.2 1 I � TOTAL 35 PLF TOTAL • 33 PLF 2/S60-10 .�, 3" UTILITY RO - PLF �^� EXISTING 24K4 JOISTS .....,:.,. .. �... ...........<....:..<,.. ,a... ��:...;.��..� ;..aa♦,a \Ga,..,�,.Y, : � ..\ \....,.....,......:.....::. .,. .,`�,.�. 3 HPCA 8 PLF ,....a... ..................... .. .�_w. _...... ♦ a��♦ �,: ,-....-..a.., .... :.....:....:..... `>.,x- LPCA - PLF «u ;..;. - LINE 12 UPPER CONVEYOR -189 PLF ".:L::s3a �.i., .,<.r>..:. TOTAL • 19 PLF _.^.:.. w,.»:;>`���; ...... ♦„fir.-;-A'�;vr<,.>.....,...:.„;�,..»,,,,�,`...,�csf' >;........�.....�;_... .. .: ....:..>..:,<.,..�.m< .�3.;,: LINE 12 LOWER CONVEYOR- 8 PLF .; TOTAL - I78 PLF 3 UTILITY RO - PLF ;^ c" 4" PROCESS WATER -12 PLF REINFORCE PER DETAIL 7/S60-10 3" HPCA - 8 PLF 'r u 2" LPCA 3 PLF LINE 12 CONVEYOR 35 PLF w 18" CABLE TRAY - 30 PLF TOTAL - 31 PLF O ' TOTAL-35 PLF 3" UTILITY RO 8 PLF 4" PROCESS WATER -12 PLF 3s-x " -may 18" CABLE TRAY - 30 PLF' i ROOF OPENING PER �` (2) 4 CIPR - 24 PLF �_��: " I EXISTING JOIST GIRDER EXISTING JOIST GIRDER EXISTING JOIST GIRDER ' 2 LPCA - 0 PLF ZO.2 I I � DETAIL 5/S60-01-SEE ��'� I 3" HPCA -18 PLF 'ti,. x < TOTAL - 33 PLF 1)'� MECH FOR `I= TOTAL - 82 PLF I I LOCATION. `4 EXISTING 24K4 JOISTS .. ,r..a,x.... ...� ,. , ,. ., .,�� ...., ,a .. ,. >x ♦♦......,,tea : ,. :: ,; < ^�,...x. a.:�` x;-:;s�..v.�x.__�xs, ♦ aax .. ,^. 'c-_..�.,;,, : Fc"�k'...................,;.......s^,.a. a.......r.u............ ^.8 MEW �:, .aa,, �r�' .. ,., .......,. ., ,.,aa�r•,^..:._,...,, M., .�x:::F'r�ue�r��� :'a'�ixrr. ::r>e-'h ,., .. ..^ ,.a.:. �,... •�. r .<. F:...... . . .. . .. . .. .:........ .:............. .... .. . .:. .. ...... .. ; a�a.. .n^....• .a.\x:. . ^....,...,�... .... .:... .. ..............................,.,,.r..,, .,.>. � .. ....... ..r.........> .t,s>,: «=ems .e���.., .,�,,:3:�^^;` s;,?�•.♦ .�.. .. 7i E.- , ..... ., ., �'a:, ....... , w"�°"e' .. ... ,.................. ..................a i-......... ....n� ... :U, ,. �.,..A. a.: "Ei ^:fir. .. ,`,ax`.,� .� r' a ;. v w.1 s�• `. vt`.a`.. rx,x,:x , .�\ ., e. ... .. ........ �vxA.......:..\ ... .>.. ... ., ... , ....,................... ....^...... ^. .. .....n... �$F% a,\. ^.�.... .,a, _':\;�+:«;♦..,;:.,,. :�'§:�3 ,.`\.a;oa,....\...\ r�w<:;�.:xxa .. ... .. ... .. sx, w., v,,... ..... ... ... ..<..a ......::..:.a,. .. .. v.,. ��`.... .,.,,....,...,...::.,,,.... \ `�>i ^': .i i:'.5��;. max•.?ss.:::.�s;ia:'>y`.',.. 3.va...:::,.... .,,... ...,, ..,....... ...... ... „ c x T ,. v ,.v ..a,aa. e..^nn,S Ss.a<Ys 'gym,. ...,a^ .................... ... ... ... >,.....................,..>....... ...._... ....... ..... ..... 3, ^._». .:..............�_........ fix.. .. .r.<a .... ._,.._,..... v..., ..,,,�\... �.....x.... ,1 .. ....�:.a .,t. >>„ ««: '��y�= 18" FT CABLE TRAY PLF ` .: _...... h^ 2 LPCA - 0 PLF 36 CABLE TRAY - 75 PLF 36 CABLE TRAY - 75 PLF _< ; ;;; LINE 12 UPPER CONVEYOR -189 PLF j 3" UTILITY RO - 8 PLF 1 3" UTILITY RO - 8 PLF 1 LINE 12 LOWER CONVEYOR -189 PLF 4" PROCESS WATER -12 PLF 4" PROCESS WATER - 12 PLF TOTAL - 411 P "F> LF 1 i 1 u (2) 4" CIPR - 24 PLF (2) 4" CIPR - 24 PLF I I TOTAL -119 PLF (2) 3" CHW - 16 PLF 3" HPCA-�8 PLF 3" UTILITY RO- PLF �,:�; REINFORCE PER DETAIL 7/S60-10 4" PROCESS WATER -12 PLF TOTAL -143 PLF n I 3 HPCA 8 PLF n II n 2 LPCA - 3 PLF LINE 12 UPPER CONVEYOR - --I---,- I1--- 2 LPCA PLFL....._..._._L... 1 ::< ------------ ---------- .._-- -----._.. . ......... . ---....._...-- -..----------- 1---- -_-- --...._... .._...._---------- ----- - -__-- -- - - ------ .._..... ........- '------ _---'--- ------ --.. ._---._. ......... ......_. . _..__---- - - -- ---- -- - ------...... _ _. --- ' - - -- ------ --- - _ _ T - - - - --- - - _- _.-. _._ _.. __- - __. __.. __- __ �- LINE 12 UPPER CONVEYOR _189 PLF 189 PLF_ _ _ __ _ ____ - - - -- _.. - - - -- --- -- --- - __ --- - --- - --- -- � -- - - _- — --- -- - - -TOTAL 31 PLF .,-�- . � - - - - - - — 0 9 TA 89 - - - - - �.2 36" CABLE TRAY - 75 PLF �!- LINE 12 LOWER CONVEY R 18 PLF TO L -1 PLF 3" UTILITY RO - 8 PLj OTAL - 381 PLF F 4" PROCESS WATER -12 PLF `` 2 CCV MOTOR (2) 4n CIPR - 24 PLF -- <I 120 LBS (TYP L_! 3" HPCA -18 PLF TOTAL -127 PLF !j I I: j ! i I!; i a , .. .. .. .,c. .,...q^ .. ...,. vs.;.. ...._...... ,. ..s...a.♦,: ,.. .. s.^..x_........s o:. .v.. .... ...a,n::»s:.,:s:.>, :...'.; 2.: v'339`. :. ;L,.. .. .,.. .^ ..:. .^..: <.. .... .... ...« v..... ...... ... ..... ..., ., . :3., s.k x... .. ..,.:,vs�% e .�.,,d^ri.'�rxvFs -'♦ .:ea?vrs::s« lid ATTACH CONVEYOR SUPPORT TO n .._, .�..........:..... .................._ :., .. x.... x..:.....,;xx.,::: a,:..,.. , an .._................ . (2) JOISTS MIN. EXISTING 24K6 JOIST si =? REINFROCE PER DETAIL 7/S60-10 a;_ REINFORCE PER DETAIL 8/S60-1 REINFORCE PER 3 <.,�. DETAIL 9/S60 1 .. .,, w:. .>,.;xxr.:..�,: a. ,, ...., .,c,ax.«.,,,, M^,:`<.\3t>, ...,...._ .. .. .......''�_... .,�:;.,.,. >�,. ,;>., ..�a'a•.:3� ::3µ:.,. .: ..�,:\,4s...\ :,,♦..y.. •. 1 .a s„„a..: :a\._.,.:r ,3x a♦a... .a..a,........ :n.,:.,:...: u.�' ....,,,:... ,. , „.a�,. ,; ...�.,�. I�, . :r : \..:. :... :i: :. is � ; ,... ;., an;.y..;; 22.2 ! EXISTING JOIST GIRDER EXISTING JOIST GIRDER L EXISTING JOIST GIRDER .« <:< 18" CABLE TRAY -30 PLF TOTAL - 0 PLF _.. _._ EXISTING 24K6 JOIST - a- ti I i —'L EXISTING JOIST GIRDER EXISTING JOIST GIRDER _ EXISTING JOIST GIRDER 23.2i I I j i EXISTING 24K6 JOISTS II ATTACH CABLE TRAY SUPPORT TO j (2) JOISTS MIN. 'j I II EXISTING 241<6 JOIST I I I I j ! ;j 'I li I j EXISTING 24K6 JOIST I j it I — -T--- -- - -----_.._ I I I I 1 ! I 1 I ! I I r GENERAL NOTES 1. FOR GENERAL NOTES SEE DRAWING S00-01. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION, 3. COORDINATE ALL CONVEYOR, CABLE TRAY, PIPING AND HANGING EQUIPMENT LOCATIONS WITH VENDOR. 4. VERIFY WEIGHT OF INSTALLED EQUIPMENT DOES NOT EXCEED VALUE SHOWN ON PLAN. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. rCONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRIB ARCH lTECTS-ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 BP 25AUG21 ISSUED FOR BID 1 BP 22SEP21 ISSUE FOR PERMIT LICENSEE Bryan Prins, PE State of Florida Professional Engineer License No. 61146 This item has been digitally signed and sealed by Bryan Prins on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: MJ SCALE: 1/16" = V-0" CHECKED BY: BP SHEET SIZE: 30x42 APPROVED BY: BP DRAWING TITLE STRUCTURAL FRAMING PLAN LEVEL 1 - _ - _ -- �,--_—T—TI — �.. _ �1— _ . DRAWING NUMBER S20-10 GALVANIZED STEEL GRATING (SEE PLUMBING DETAIL10 / P60-01) GALVANIZED L2 1/2x2 1/2xl/4 & L2 EXISTING SLAB NEW SLAB ROUGHEN SURACE TO 1/4" MIN. AMPLITUDE AND APPLY BONDING AGENT SLAB (BY OTHERS) T/ SLAB EL. (SEE PLAN) NEW SLAB 2'-0" MIN. LAP #5 x 2'-0" LG. DOWELS @ oe 12" O.C. DOWEL INTO EXIST. SLAB WITH HILTI HIT-HY 200 ADHESIVE WITH 8" MIN. EMBED. (TYP-) #5@12" O.C. N EA. WAY i d NEW 15 MIL VAPOR COMPACTED BARRIER (LAP AND CRUSHED STONE TAPE TO EXIST.) TYPICAL NEW SLAB TO EXISTING SLAB #5@12" O.C. EA. WAY TOP & BOTT #5@12" OC T/ SLAB EL. a (SEE PLAN) e4 - • 0���� LAP SPLICE COMPACTED (TYP.) CRUSHED STONE NOTE: 1. CONTROL / CONSTRUCTION JOINTS SHALL BE A MINIMUM OF 5'-0" FROM EDGES OF THICKENED SLABS. TYPICAL 12" THICKENED SLAB SAW CUT 1/8" WIDE x 1 3/4" DEEP. FILL WITH PNA JOINT FILLER OR OTHER APPROVED SEMI -RIGID JOINT EPDXY JOINT SEALANT —\I CONC. SLAB T/ SLAB EL. (SEE PLAN) ° • . e e • • v I. PD3 BASKET ASSEMBLY dl O O O O O DOWEL BAR BASKET ENSURE SHIPPING WIRE IS CUT IMMEDIATELY PRIOR TO NOTE: PLACING CONCRETE 1. CONTROL JOINT MAX SPACING NOT TO EXCEED 15-0 15 MIL VAPOR BARRIER TYPICAL CONTROL JOINT DETAIL COMPACTED CRUSHED STONE @ 18" O.C. INSTALL PER PNA RECOMMENDATIONS. STOP REINF. 3" FROM JOINT (TYP.) #5@12" O.C. EA. WAY �- eR. C 1 e1 a a , J TRENCH 1/2xl 1/2xl/4 (LLH) w/ 1/2" DIA. x 6" LG J ^ CONC. SLAB DRAIN HEADED STUD @ 18" OC STAGGERED N CL SEE ARCH (SLOPE TO DRAIN) T/ SLAB EL. ► (SEE PLAN) d.. *. a a w w ^ W d^ c 15 MIL VAPOR BARRIER - - - NOTE: 1. SEE ARCH FOR TRENCH DRAIN LOCATION, SIZE AND DEPTH. TYPICAL TRENCH DRAIN DETAIL 3/4" = 1'-0" �L� 1 " = 1'-0" �' � 1 " =1'-0" - " 3/4" =1 0 3" MIN.- z CV T/ GRADE EL. VARIES (SEE CIVIL) tE_�:7: 11 SEE PLAN 6" (MIN.) #5@10" O.C. EA. WAY NEW EQUIPMENT TOP & BOTT. (SINGLE PAD (SEE PLAN LAYER FOR SLAB FOR TOC EL.) UNDER 9" THICK) CV e 1A_ te. EQUIP. HILTI HIT-HY 200 ADHESIVE ANCHORS W/ 3" EMBED. INTO EQUIP. PAD (SEE DETAIL NOTE 2) 3/4" CHAMFER (TYP.) o� o T/ GRADE EL. w > Ov 2 VARIES (SEE CIVIL) C w z Qzo� QZ Q� aci Z w Q LU 3: co %ZOOm COMPACTED CRUSHED STONE NOTES: 1. CONTRACTOR SHALL COORDINATE EQUIPMENT LOCATION, SIZES, AND ANCHORING REQUIREMENTS WITH MECHANICAL, ELECTRICAL & PURCHASED EQUIPMENT CERTIFIED VENDOR DRAWINGS. 2. EQUIPMENT ANCHORAGE SHOWN IS INTENDED ONLY TO SPECIFY MINIMUM EQUIPMENT PAD SIZES, MINIMUM ANCHOR EDGE DISTANCE AND EMBED., AND TYPE OF POST -INSTALLED ANCHORS. COORDINATE EQUIPMENT SETTING AND ANCHORING REQUIREMENTS WITH GENERAL ARRANGEMENT AND PURCHASED EQUIPMENT CERTIFIED VENDOR DRAWINGS. 3. INSTALL ANCHOR BOLTS IN ACCORDANCE WITH PURCHASED EQUIPMENT CERTIFIED VENDOR DRAWINGS AND CURRENT VERSION OF THE ICC-ESR CODE APPROVAL REPORT. TYPICAL EXTERIOR EQUIPMENT PAD DETAIL 1 " = 1'-0" #6@10" O.C. EA. WAY NEW CONC. TOP & BOTT. @ 12" INFILL SLAB EXISTING SLAB SLAB EXISTING SLAB CV 1` a_ d - `-e ' a.a` a - e DOWEL INTO EXISTING )< Y i ' as . _ .a • a .a -', - _ r SLAB 8" MIN. W/ HILTI HIT- <a HY 200 ADHESIVE (TYP) ROUGHEN SURFACE TO ���`< COMPACTED 1/4" MIN. AMPLITUDE AND #5@10" O.C. LAP SPLICE (TYP.) CRUSHED STONE APPLY BONDING AGENT (TYP) Cl) 7'-0" (TYP) 5'-0" (TYP) NOTES: 1. CONTRACTOR SHALL COORDINATE EQUIPMENT LOCATION, SIZES, AND ANCHORING REQUIREMENTS WITH MECHANICAL, ELECTRICAL & PURCHASED EQUIPMENT CERTIFIED VENDOR DRAWINGS. 2. ANCHOR BOLTS SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER IN ACCORDANCE WITH PURCHASED EQUIPMENT CERTIFIED VENDOR DRAWINGS AND CURRENT VERSION OF THE ICC-ESR CODE APPROVAL REPORT. NEW SLAB DETAIL @ PALLETIZER COLUMN 3/4" = V-0" #5@12" O.C. EA. WAY d n 7- #5 BARS AROUND LAP SPLICE TRENCH DRAIN (TYP.) - #5@12" O.C. 7" (MIN., TYP.) CONSULTING ARCHITECT/ENGINEER CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 IPROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 BP 25AUG21 ISSUED FORBID 1 BP 22SEP21 ISSUE FOR PERMIT f- LICENSEE Bryan Prins, PE State of Florida Professional Engineer License No. 61146 This item has been digitally signed and sealed by Bryan Prins on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CRIB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRIB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: MJ SCALE: AS INDICATED CHECKED BY: BP SHEET SIZE: 30x42 APPROVED BY: BP IDRAWING TITLE STRUCTURAL DETAILS _T _ -UIF _. _.._ - . " DRAWING NUMBER S60-01 6{RRFRIMTJ21LINAa W L49AAWn 1/2" A325 THRU BOLTS @ 8" O.C. STAGGERED C8x11.5 - EACH SIDE a 2" 81- ol " 1 0 0 0 0 0 CV 070 ® O O O O 0 8" NEW OPENING - SEE ARCH FOR EX. SIZE AND CMU LOCATION WALL / OPENING IN CONCRETE WALL DETAIL EXISTING ROOF DECK EXISTING DECK SCREW EXISTING Z-PURLIN47 ATTACH WITH (2) #8 _ SCREWS @ 8" OC STAGGERED CONVEYOR SUPPORTFRAME- BY VENDOR NOTE: BRACE BOTTOM FLANGE OF CFS SECTION @ 10'4" O.C. MIN. W. TYPICAL PURLIN REINFORCING ol 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" (8) #10 SCREWS T&B NOTE: 1. TWO SECTIONS OF CFS REINFORCING ARE TO BE NESTED FOR THE OVERLAP DISTANCE SHOWN 2. THIS DETAIL IS TO BE USED WHEN A SINGLE CONTINUOUS PIECE OF CFS CAN'T BE USED FOR THE FULL 30' SPAN. PURLIN REINFORCING SPLICE DETAIL PURLIN REINFORCING TRIM AROUND EX. PIPE DETAIL 3/4" = V-0" ��� 1 1/2" = 1'-0" 3" = V-0" 1 1/2" = 1'-0" 1I- II I I� II II II II II II II TYPICAL ROOF OPENING - PURLIN 3/4" = 1'-0" COL 1/4" PL. REINFORCEMEN EA. SIDE AT BEARING SEATS (ASTM A36, TYP.) EXIST GI OR TRUIS GIRDER EXISTING PURLIN NEW 60OS200-54 BOX BEAM NEW ROOF PENETRATION 60OT200-54 T&B #10 SCREWS @ 6" O.C. (TYP) (2) 60OS200-54 DX BEAM SECTION I I NOTE: 1. MECHANICAL CONTRACTOR SHALL PROVIDE FABRICATOR WITH SIZES AND LOCATIONS. 2. REFER TO ARCH DRAWINGS FOR LOCATION OF OPENINGS. 4L 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12" SQUARE. ROOF JOIST REINFORCEMENT DETAIL 2 1 1/2" = V-0" PRE-FAB INSULATED ROOF CURB BY MECHANICAL OR HVAC CONTRACTOR #10 METAL SCREWS @ 3" O.C. THROUGH CURB, BLOCKING AND ROOF DECK INTO CFS BOX BEAM (TYP) EXISTING ROOF DECK TREATED2A BLOCKING 600-200-54 BOX BEAM CL z Q a JOIST Y OPENING LU NOTE: 0 _ 1. MECHANICAL CONTRACTOR SHALL PROVIDE CL FABRICATOR WITH SIZES AND LOCATIONS. 2. REFER TO ARCH DRAWINGS FOR LOCATION OF OPENINGS. 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12" SQUARE. TYPICAL ROOF OPENING - STEEL JOIST 3/4" =1'-0" COL 1/4" PL. REINFORCEMEN' EA. SIDE AT BEARING SEATS (ASTM A36, TYP.) EXIST GI OR TRUI GIRDER ROOF JOIST REINFORCEMENT DETAIL 1 1 1/2" = V-0" COL 1/4" PL. REINFORCEMEP EA. SIDE AT BEARING SEAT,' (ASTM A36, TYP EXIST GI OR TRUc GIRDER ROOF JOIST REINFORCEMENT DETAIL 3 1 1 /2" = V-0" (8) #10 SCREWS EACH SIDE (4) #10 SCREWS STAGGERED EACH SIDE EXISTING ROOF PURLIN NEW 140OS200-118 NEW 3625200-118 EXISTING PIPE ATTACHED TO EXISTING PURLIN TRIM NEW 140OS200-118 TO AVOID EXISTING PIPES FROM THE TOP, BOTTOM FLANGE TO REMAIN INTACT CONSULTING ARCHITECT/ENGINEER CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRB ARCHITECTS —ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 BP 25AUG21 ISSUED FORBID 1 BP 22SEP21 ISSUE FOR PERMIT LICENSEE Michael Wagner, PE State of Florida Professional Engineer License No. 57097 This item has been digitally signed and sealed by Michael Wagner on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CRIB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRIB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: MJ SCALE: As indicated CHECKED BY: BP SHEET SIZE: 30A2 APPROVED BY: BP DRAWING TITLE STRUCTURAL DETAILS TYPICAL ROOF CURB ATTACHMENT DRAWING NUMBER S60-10 I I I F___F_ I - - � GENERAL NOTES ACCESSIBILITY LEGEND EGRESS PLAN LEGEND ACCESSIBLE ROUTE OCCUPANT LOAD TAG MIN. 4'-0" WIDE WALKWAY, MAX. 1:20 ROOM NAME ROOM NAME SLOPE. XXX ROOM NUMBER ### ROOM OCCUPANCY PATH OF TRAVEL SYMBOLOGY TRAVEL DISTANCE START POINT I COMMON PATH TRAVEL DISTANCE of EXIT ACCESS TRAVEL DISTANCE �I N (INCLUDES COMMON PATH TRAVEL DISTANCE) �] COMMON PATH OF TRAVEL i END OF COMMON PATH OF TRAVEL I EXIT ACCESS PATH OF TRAVEL EXIT ACCESS POINT EXIT DOOR OCCUPANT LOAD TAG - DIRECTION OF EXIT TRAVEL EXIT NO. EXIT REFERENCE NUMBER ### ACTUAL OCCUPANT LOAD AT DOOR OCCUPANCYUSE # �# MAXIMUM OCCUPANT LOAD OF GROUP LEGEND DOOR INTERIOR DOOR OCCUPANT LOAD TAG "A 1" (ASSEMBLY) ® OCCUPANT LOAD AT DOOR ' DIRECTION OF EXIT TRAVEL W3" (ASSEMBLY- GENERAL / MISCELLANEOUS) FIRE SPECIALTIES AND EXIT SIGNAGE FE FIRE EXTINGUISHER W (BUSINESS) CEILING / WALL MTD. EXIT SIGN "74" (FACTORY INDUSTRIAL- I I (ARROWS = EXIT DIRECTION MODERATE HAZARD) (HATCH = FACE OF SIGN) 7-2" (FACTORY INDUSTRIAL EGRESS AREAS LOW HAZARD) ;F EXISTING AREAS NOT IN PROJECT SCOPE; EGRESS PATHS UN- "H 1" (HIGH HAZARD- DETONATION AFFECTED AND UNVERIFIED BY CRB L/VJ E INQ /YIICnJ IVV 1 IIV rRVJGV 1 "H-2" (HIGH HAZARD- DEFLAGRATION) �./,!` SCOPE; EGRESS PATHS AFFECTED ' ;.' �, BY PROJECT "H-3" (HIGH HAZARD- COMBUSTIBLES) AREAS IN PROJECT SCOPE "H-4" (HIGH HAZARD- HEALTH) "H-5" (HIGH HAZARD- PRODUCTION MATERIALS) "L" (LABORATORIES) "M" (MERCANTILE) "S-1" (STORAGE- MODERATE HAZARD) O O O O O O O O "S-2" (STORAGE- LOW HAZARD) "U" (UTILITY / MISCELLANEOUS) MATERIALS LEGEND CUT PATTERN SURFACE PATTERN d" CONC-1 RES-1 fx E i FINISH PLAN LEGEND ROOM FINISH TAG ROOM NAME ROOM NUMBER PRIMARY WALL FINISH PRIMARY WALL BASE PRIMARY FLOOR FINISH SEQUENTIAL FINISH TYPE FOR EACH FINISH NAME __._.._.__._._._!I...._......._....._. CMU (UNIT SIZE AS SPECIFIED) FINISH NAME DESIGNATION ' --' INDICATES NEW WORK BRICK BUT NO FINISH '(E)' INDICATES EXISTING :- s�`— (UNIT SIZE AS SPECIFIED) FINISH TO REMAIN; 'PATCH TO .: _:_:_ MATCH' AS REQUIRED STONE SECONDARY FINISH TAGS SIZE/ TYPE AS SPECIFIED xx -1 SECONDARY CEILING, WALL, BASE, FLOOR, AND/OR (OTHER) %{ r� STEEL FINISH DESIGNATION INDICATES EXTENTS OF SECONDARY FINISH ALUMINUM FINISH WOOD- PLANKS/BOARDS (SIZE/ TYPE AS SPECIFIED) ....'... ,... .... r ... . •' 1 i t FINISH WOOD - PANELS (SIZE/ TYPE AS SPECIFIED J1t N/A ROUGH WOOD - PLYWOOD N/A PLASTIC NIA INSULATION - RIGID 1 I--- ` "} ' N/A INSULATION - SPRAY � ! YY N/A INSULATION - BATT N/A „X ri GLASS / GLAZING GYPSUM WALLBOARD (GWB) ' -- 7-1 N/A EARTH GRAVEL / STONE FILL l�� t-CG-X CORNER GUARD SYMBOL AND - DESIGNATION BG-X BUMPER GUARD SYMBOL AND DESIGNATION FLOORING TRANSITION LINE ARCHITECTURAL SYMBOLS DOORS, WINDOWS, AND PARTITIONS i i i ■ EXISTING SWINGING DOOR - 45 DEGREE ANGLE DOOR NUMBER TAG NEW SWINGING DOOR - 90 DEGREE ANGLE DOUBLE SWINGING DOOR - INACTIVE LEAF DOUBLE SWINGING DOOR - ACTIVE LEAF INTERIOR WINDOW - NON -FLUSH INTERIOR WINDOW TAG INTERIOR WINDOW - FLUSH EXTERIOR CURTAINWALL .\ vv\ uvvu/ EXTERIOR WINDOW TAG INTERIOR PARTITION TAG SAFETY AND FIRE EQUIPMENT A: I 's EMERGENCY SHOWER (FREE-STANDING) EMERGENCY SHOWER / EYEWASH (FREE-STANDING) .r O RECESSED EYEWASH/EMERGENCY SHOWER ACTUATOR WITH CEILING =11 ` MOUNTED SHOWER HEAD I RECESSED EYEWASH/EMERGENCY I h `" SHOWER ACTUATOR WITH WALL MOUNTED SHOWER HEAD FIRE EXTINGUISHER CABINET (SURFACE MOUNTED) { FIRE EXTINGUISHER CABINET k (SEMI-RECESSED) FIRE EXTINGUISHER CABINET (FULLY -RECESSED) 1=" O FIRE EXTINGUISHER (WALL MOUNTED) MISCELLANEOUS SOLID LINE'X' INDICATES EXTENT OF OPENING IN FLOOR / ROOF BELOW _ DASHED LINE'X' INDICATES EXTENT ' OF OPENING IN CEILING / FLOOR/ ' ROOF ABOVE X" =1'-0" SPOT ROOF/FLOOR SLAB SLOPE INDICATOR (PLAN) PARTITION LEGEND EXISTING WORK NEW WORK CONCRETE (2-HR RATED) GWB (1-HR RATED) ANTLIRM GWB (2-HR RATED) _^ GWB (3-HR RATED) INSULATED WALL PANEL v-- (NON RATED) -- - ---- INSULATED WALL PANEL 1-HR RATED) INSULATED WALL PANEL (2-HR RATED) - INSULATED WALL PANEL �- - - (3-HR RATED) _._ ------ CONCRETE (NON RATED) CONCRETE (1-HR RATED) CONCRETE (3-HR RATED) CONCRETE (4-HR RATED) - - -- MASONRY (NON RATED) SONRY (1AHR RATED) MASONRY (2-HR RATED) MASONRY (3-HR RATED) MASONRY (4-HR RATED) CLEAN ROOM (NON -RATED) METAL LINK FENCE FRAMELESS GLASS WALL GLASS STOREFRONT SYSTEM GLASS CURTAINWALL SYSTEM GENERAL SYMBOLS LEGEND COLUMN LINE REFERENCE COLUMN LINE DESIGNATION COLUMN GRID LINE SHEET NOTE REFERENCE SHEET NOTE i/ `-' SEE NOTE LEGEND ON SAME SHEET BUILDING SECTION REFERENCE ARROW AND TAIL INDICATE DIRECTION OF VIEW # SECTION NUMBER X00-00 SHEET WHERE SECTION IS DRAWN, SAME DISCIPLINE WALL SECTION REFERENCE SECTION NUMBER XXX -� WALL SECTION REFERENCE TYPE # (WHERE APPLICABLE)* X00-00 SHEET WHERE SECTION IS DRAWN, SAME DISCIPLINE DRAWING REVISION 1 REVISION NUMBER (SEE DESCRIPTION IN TITLE BLOCK SAME SHEET) REVISION AREA EQUIPMENT TAG .1-TAG ID ROOM 1 SPACE NAME ROOM NAME ROOM NAME 101 ROOM NUMBER 150 SF ROOM AREA (OPTIONAL) METRIC ROOM AREA (OPTIONAL) NORTH ARROW INDICATES DIRECTION OF TRUE NORTH N INDICATES DIRECTION OF PROJECT NORTH DETAIL REFERENCE LEVEL DETAIL NUMBER XXX — DETAIL REFERENCE TYPE - - - - — - - - _ LEVEL NAME (� (WHERE APPLICABLE)* 0-0" X00-00 SHEET WHERE DETAIL IS DRAWN, SAME DISCIPLINE PLAN ELEVATION MARKER CALLOUT _ DETAIL NUMBER XXX— CALLOUT REFERENCE TYPE # (WHERE APPLICABLE)* X00-00 SHEET WHERE DETAIL - J IS DRAWN, SAME DISCIPLINE EXTERIOR ELEVATION REFERENCE # ELEVATION NUMBER XA(E== 00-00 SHEET WHERE ELEVATION IS DRAWN, SAME DISCIPLINE INTERIOR ELEVATION REFERENCE (SINGLE AND MULTIPLE) ELEVATION NUMBER # XXX # XXX # # ELEVATION REFERENCE TYPE # X00-00 (WHERE APPLICABLE)" X00-00 SHEET WHERE ELEVATION IS DRAWN, SAME DISCIPLINE * REFERENCE TYPES (SECTION I DETAIL I CALLOUT I ELEVATION) OPP"= (OPPOSITE) IDENTICAL TO REFERENCED VIEW EXCEPT OPPOSITE ORIENTATION SIM = (SIMILAR) DOCUMENTED SCOPE IS IDENTICAL TO REFERENCED VIEW, WITH MINOR DIFFERENCES IN CONTEXTUAL ELEMENTS TYP = (TYPICAL) REFERENCED VIEW DOCUMENTS A REPEATED CONDITION MATCH LINE MATCHLINE RE:X00-00 BREAK LINE PROJECT NOTES +/- 4' - 0" HEIGHT ABOVE / BELOW ESTABLISHED 0.0 ELEVATION (LEADER OPTIONAL) DEMOLITION LINEWORK OBJECT TO BE REMOVED EXISTING I DEMOLITION EXTENTS DEMOLITION EXTENT SYMBOL �# NUMBER DESIGNATION (OPTIONAL) ~- CONNECTION TO EXISTING SYMBOL DIMENSIONS (E) INDICATES A REFERENCE ONLY - DIMENSION BETWEEN TWO EXISTING POINTS. (+/-) INDICATE NEW WORK DIMENSIONED TO AN EXISTING POINT. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES INDICATES DIMENSION IS TO CENTERLINE OF OBJECT +/- X' -XI X' X" SET DIMENSIONS (NON +/- DIMENSIONS) COORD HOLD 'HOLD' INDICATES CRITICAL DIMENSION COORD' INDICATES CONTRACTOR MUST VERIFY DIMENSION WITH FINAL APPROVED EQUIPMENT ALIGN INDICATES ALIGNMENT OF FINISHED FACE OF TWO ELEMENTS 1. SITE VISIT & EXISTING CONDITIONS: 9. UTILITIES: THE CONTRACTOR SHALL VISIT THE SITE. THE VARIOUS PLANS THE LOCATION SHOWN FOR EXISTING UTILITY MAINS ARE ARE NOT INTENDED AS SURVEYS OF EXISTING CONDITIONS AND APPROXIMATE ONLY. THE ACCURACY OR COMPLETENESS OF THIS ONLY INDICATE IN GENERAL CERTAIN CONDITIONS RELATED TO INFORMATION IS NOT GUARANTEED. VERIFY LOCATION OF ALL THE WORK TO BE DONE, INFORMATION REGARDING EXISTING UTILITY LINES, CONDUITS, SURFACE OR SUBSURFACE CONDITIONS HAS BEEN DETERMINED AS REASONABLY AS STRUCTURES, ETC., OF ANY NATURE THAT MAY BE AFFECTED BY POSSIBLE, BUT MAY NOT BE SHOWN EXACTLY. CONTRACTOR THE WORK. VERIFY ACTUAL LOCATION AND DEPTH AND REPORT SHALL FAMILIARIZE THEMSELVES WITH AND VERIFY EXISTING POTENTIAL CONFLICTS TO THE ENGINEER PRIOR TO EXCAVATING CONDITIONS AND REPORT ALL DISCREPANCIES TO THE FOR NEW FACILITIES. ARCHITECT PRIOR TO THE START OF WORK. 10. DAMAGED UTILITIES / SYSTEMS: 2. CODE COMPLIANCE: SHOULD ANY OF THE ABOVE ITEMS BE DISTURBED, ALL WORK SHALL CONFORM WITH THE CURRENT APPLICABLE DISCONNECTED, OR DAMAGED DURING CONSTRUCTION, THE EDITIONS OF THE CODE, THE RULES AND REGULATIONS OF THE CONTRACTOR SHALL IMMEDIATELY NOTIFY PROPER AUTHORITIES SAFETY ORDERS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY AND THOSE PARTIES AFFECTED. CONTRACTOR SHALL BEAR ALL AND THE NATIONAL BOARD OF UNDERWRITERS. THE EXPENSES, OF WHATEVER NATURE, ARISING FROM SUCH CONTRACTOR SHALL COMPLY WITH THESE AND ALL OTHER DISTURBANCE, REPLACEMENT, OR REPAIR THEREOF, AND NATIONAL, STATE AND LOCAL CODES. WHERE UL OR GYPSUM REPLACE OR REPAIR SUCH ITEMS AS REQUIRED. ASSOCIATION CONSTRUCTION ASSEMBLIES ARE DESIGNATED, THE COMPONENTS AND INSTALLATION DETAILS SHALL CONFORM 11. UNIDENTIFIED ITEMS: IN EVERY PARTICULAR WITH THE DESIGN NUMBER SPECIFIED. SHOULD ANY UNIDENTIFIED ITEM BE ENCOUNTERED DURING DEMOLITION OR CONSTRUCTION, DO NOT PROCEED UNTIL THE 3. SCHEDULE OF WORK: OWNER HAS BEEN NOTIFIED AND DIRECTION HAS BEEN GIVEN. COORDINATE THE CONSTRUCTION SCHEDULE AND OPERATIONS SCHEDULE WITH THE CONSTRUCTION COORDINATOR. WORK 12. TRENCHING: SHALL BE CONSTRUCTED IN PHASES AS REQUIRED TO ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN ACCOMMODATE OWNER'S REQUIREMENTS, STRICT COMPLIANCE WITH THE APPLICABLE SECTIONS OF STATE AND FEDERAL OSHA REQUIREMENTS AND OTHER APPLICABLE 4. MASTER CONSTRUCTION SCHEDULE: SAFETY ORDINANCES. CONTRACTOR SHALL BEAR FULL THE CONTRACTOR SHALL PROVIDE A "MASTER CONSTRUCTION RESPONSIBILITY FOR TRENCH SHORING DESIGN AND SCHEDULE." INSTALLATION. 5. "AS -BUILT" CONSTRUCTION SET: 13, DUST CONTROL: THE CONTRACTOR SHALL POSSESS AND MAINTAIN, AT THE JOB CONTRACTOR SHALL PROVIDE DUST CONTROL AT ALL TIMES. SITE, A CURRENT "AS -BUILT" DRAWING SET. THIS SET SHOULD REFLECT ALL APPROVED DESIGN DRAWING CHANGES. THIS SET IS 14. PATCH / PAINT I FINISHES: TO BE KEPT IN GOOD CONDITION AND SHALL BE DELIVERED TO ALL ADJACENT EXISTING FINISHES DAMAGED OR AFFECTED BY OWNER WITHIN TWO WEEKS AFTER THE COMPLETION OF THE DEMOLITION OR CONSTRUCTION OF NEW AREAS IN SCOPE OF PROJECT. WORK SHALL BE PATCHED AND REPAIRED TO MEET OWNER SATISFACTION. 6. SEISMIC BRACING: ALL NEW CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH 15. MECHANICAL & ELECTRICAL EQUIPMENT: IBC EARTHQUAKE RESISTANT DESIGN, CONSTRUCTION ALL MECHANICAL & ELECTRICAL EQUIPMENT SHALL HAVE A UL STANDARDS, AND SPECIFICATIONS FOR SEISMIC BRACING AND DESIGN LISTING/NUMBER. ANY EQUIPMENT NOT LISTED WILL BE SUPPORT OF ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, REQUIRED TO BE FIELD TESTED AND CERTIFIED BY AN APPROVED PIPING, AND ELECTRICAL WORK. PROVIDE SEISMIC ANCHORS AT AGENCY. ALL EQUIPMENT, BENCHES, AND SHELVES. 16. DEMOLITION COORDINATION: 7. MATERIALS AND METHODS: COORDINATE ALL DEMOLITION ON PLANS WITH ARCHITECTURAL, ALL MATERIALS FOR THIS CONSTRUCTION SHALL BE NEW, UNO. MECHANICAL, PROCESS PIPING, PLUMBING, ELECTRICAL, AND OWNER RESERVES THE RIGHT TO APPROVE ALL MATERIALS, STRUCTURAL DRAWINGS. DEMOLISH AS REQUIRED TO SUPPORT WHICH SHALL BE IN STRICT ACCORDANCE WITH OWNER NEW WORK. SPECIFICATIONS OR AS NOTED ON THE CONSTRUCTION DOCUMENTS. IF ANY PORTION OF THE WORK (EITHER THE 17. IRRIGATION: MATERIALS OR THE METHODS OF INSTALLATION) IS DETERMINED ALL LANDSCAPING AND IRRIGATION DISTURBED BY TO BE DEFECTIVE, THE CONTRACTOR SHALL REPLACE THAT IMPROVEMENTS SHALL BE REPAIRED OR REPLACED BY PORTION, WITH NO ADDITIONAL COST TO OWNER, AS PART OF CONTRACTOR WITHOUT ADDED COST TO THE OWNER. THE ORIGINAL CONTRACT. 18. ACCESS DOORS: 8. APPLICABLE FEES AND PERMITS: COORDINATE ACCESS DOOR LOCATIONS (FOR CONCEALED ITEMS) OWNER WILL PAY FOR THE BUILDING PERMIT AND THE GENERAL WITH APPROPRIATE CONTRACTOR, CONTRACTOR WILL OBTAIN IT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL TRADE PERMITS, 19. DAMAGED FIREPROOFING: MISCELLANEOUS FEES, INSPECTIONS, AND TAXES. REPLACE DAMAGED FIREPROOFING AT DECKS, COLUMNS, AND BEAMS TO RETAIN EXISTING FIRE RATING. ARCHITECTURAL LEAD SHEET CONTENT IS GENERAL IN NATURE. NOT ALL SYMBOLOGY, LEGEND ELEMENTS, AND ABBREVIATIONS SHOWN ON THIS SHEET ARE USED, AND THEIR INCLUSION ON THIS SHEET IS NOT AN INDICATOR AS TO WHETHER OR NOT THEY ARE RELEVANT TO SPECIFIC PROJECT SCOPES. CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV ARCHITECTURAL LEAD SHEET CONTENT IS GENERAL IN NATURE. NOT ALL SYMBOLOGY, LEGEND ELEMENTS, AND ABBREVIATIONS SHOWN ON THIS SHEET ARE USED, AND THEIR INCLUSION ON THIS SHEET IS NOT AN INDICATOR AS TO WHETHER OR NOT THEY ARE RELEVANT TO SPECIFIC PROJECT SCOPES. CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 RJP 25AUG21 ISSUED FORBID 1 RJP 22SEP21 ISSUED FOR PERMIT LICENSEE F FLQ ..r. w . 1 RED CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: AP SCALE: NOT TO SCALE CHECKED BY: RJP SHEET SIZE: 30x42 APPROVED BY: RJP 'DRAWING TITLE ARCHITECTURAL LEAD SHEET 'DRAWING NUMBER AOO-01 1 (3) BUILDING PLANNING INFORMATION 1 (1) GENERAL INFORMATION BUILDING OCCUPANCIES (SEC 302) SEPARATIONS (SEC 508.3/4) ACCESSORY (SEC 508.2) INCIDENTAL USE (TBL 509) PRIMARY OCCUPANCY: F-2 N/A N/A N/A N/A PRIMARY OCCUPANCY: S-2 N/A N/A N/A NIA PRIMARY OCCUPANCY: B N/A N/A NIA N/A USEIOCCUPANCY NOTES THE PROJECT AREA IS IN F-2 OCCUPANCY SPACE ONLY. 1 (4) FIRE PROTECTION INFORMATION FIRE EXTINGUISHING SYSTEMS PROVIDED COMMENTS WET SPRINKLER SYSTEMS (SEC 903): YES AUTOMATIC SPRINKLER SYSTEM, EXISTING FIRE EXTINGUISHERS (SEC. 906): YES EXISTING DETECTION AND CONTROL SYSTEMS PROVIDED COMMENTS FIRE ALARMS (SEC 907): YES NEW NOTIFCATION APPLIANCES SMOKE CONTROL SYSTEM (SEC 909): NO NOT PRESENT IN SCOPE OF WORK AREA SMOKE / HEAT REMOVAL (SEC 910): NO NOT PRESENT IN SCOPE OF WORK AREA 1 (5) LIFE SAFETY INFORMATION TRAVEL DISTANCE LIMITATIONS PRIMARY OCCUPANCIES COMMENTS MAX. DEAD END CORRIDOR (FT) (SEC 1020.4): 50 50 ] S5O E[= J EXCEPTION 2 1 (7) PLUMBING INFORMATION EM SHOWERSIEYEWASHES (OSHA 1910.151 c I ANSI Z358.1) MAX.OBSTACLES MAX. DISTANCE (FT) PROVIDED AT HAZARDS AS REQ. BY FUNCTION/USE OF SPACE 1 DOOR, SWNG IN DIRECTION OF HAZARD 55 14 ONE (1)HANDVWAGH|NGLAVATORY AND ONE (1) EMERGENCY EYEWASH/SHOWER IS PROVIDED. NAME AND ADDRESS SHAWN WILKINSON BLUE TRITON BRANDS AUTHORITIES HAVING JURISDICTION OWNER REP. / AGENT SHAWN WILKINSON (866)813-4939 COUNTY: PASCO COUNTY PROFESSIONALS OF RECORD LICENSE # PHONE COMPANY STRUCTURAL: BRIAN PRINS, SE 61146 (404)860-1440 CRIB CONSULTING ENGINEERS, INC. FIRE PROTECTION: GORDON JAMES HANDZIUK, PE 91122 (404)860-1440 CRIB CONSULTING ENGINEERS, INC. PLUMBING: GORDON JAMES HANDZIUK, PE 91122 (404)860-1440 CRIB CONSULTING ENGINEERS, INC. MECHANICAL: GORDON JAMES HANDZIUK, PE 91122 (404)860-1440 CRI3 CONSULTING ENGINEERS, INC. ELECTRICAL: MICHAEL WAGNER, PE 57097 (404)860-1440 CRB CONSULTING ENGINEERS, INC. THIS PROJECT ADDS A NEW PRODUCTION AND PALLATIZING LINE IN AN EXISTING FACILITY. THERE ARE NO CHANGES TO THE EXISTING BUILDING'S OCCUPANCY, EGRESS, OR EXTERIOR WITH THE EXCEPTION OF ADDING A FEW NEW ROOF PENETRATIONS FOR NEW EXHAUST FANS. ADOPTED CODES MODEUBASE CODE NAME AND EDITION AMENDED STATE -SPECIFIC NAME EXISTING BUILDING: 2018 IEBC INTERNATIONAL EXISTING BUILDING CODE STATE 7TH ED. 2020 FL EXISTING BUILDING CODE BUILDING: 2018 IBC INTERNATIONAL BUILDING CODE STATE 7TH ED. 2020 FL BUILDING CODE LIFE SAFETY: 2018 NFPA101 NFPA 101 LIFE SAFETY CODE STATE 7TH ED. 2020 FL FIRE PREVENTION CODE (FFPC) FIRE: 2018 NFPAl NFPA 1 FIRE CODE STATE 7TH ED. 2020 FL FIRE PREVENTION CODE (FFPC) PLUMBING: 2018 IPC INTERNATIONAL PLUMBING CODE STATE 7TH ED. 2020 FL BUILDING CODE: PLUMBING MECHANICAL: 2018 imc INTERNATIONAL MECHANICAL CODE STATE 7TH ED. 2020 FL BUILDING CODE: MECHANICAL ELECTRICAL: 2020 NFPA 70 NFPA 70 NATIONAL ELECTRICAL CODE STATE 7TH ED. 2020 FL BUILDING CODE FIRE ALARM: 2018 NFPA 72 NFPA 72 NATIONAL FIRE ALARM CODE STATE 7TH ED. 2020 FL FIRE PREVENTION CODE (FFPC) ENERGY: 2018 IECC INTERNATIONAL ENERGY CONSERVATION CODE STATE 7TH ED. 2020 FL BUILDING CODE: ENERGY CONSERVATION ACCESSIBILITY: 2018 ADA ADA STANDARDS FOR ACCESSIBLE DESIGN STATE 7TH ED. 2020 FL BUILDING CODE: ACCESSIBILITY FUEL GAS: 2018 IFGC INTERNATIONAL FUEL GAS CODE STATE 17TH ED. 2020 FL BUILDING CODE: FUEL GAS REFERENCED STANDARDS (ALL NOT LISTED BELOW, BUT ALL ARE PART OF PROJECT REQ. TO EXTENT OF EA. SUCH REFERENCE) rYEWR/EDITION: 2020 1 NFPA 80 - STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES BUILDING AND PROJECT DATA BUILDING AND LEVEL PROJECT AREAS (GSF) EXIST RENO'D NEW BLDG PROJ. CONSTRUCTION TYPE (SEC 602.1): TYPE IIB (E) BLDG. WORK CLASS (IEBC CHAP 5): IEBC LEVEL 2 0 0 CONSULTING ARCHITECT8ENG|NEER PROJECT TITLE CLARK, RICHARDSON AND BIS CONSULTING ENGINEERS, INC. CRBARCHITECTS-ENGINEERS P.C. 1GLENLANEPARKWAY GU0ESOO ATLANTA.GA3O328 PH[)NE:4O4-8GO-144O FAX:4O4-8GO-1442 ZEPHYRHUU U S LINE 42 REV BY DATE DESCRIPTION LICENSEE ED CR13 CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL, THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. 'PROJ. NO. 217043.00 DESIGNED BY: AP SCALE: CHECKED BY: RJP ,_SHEET SIZE: 30x42 APPROVED BY: RJP DRAWING TITLE ARCHITECTURAL CODE SUMMARY __ _T_ - ____F ------- T_____ -I - DRAWING NUMBER GENERAL NOTES f _-� w - i _._. a_ 51,1 ;• � 7 ._...^ I _ - - -_- .„...._ e 3, .__..--- ry �, lk i 112' yam. _� �,e'.'f-. •'` L ��-u ui:zF,3u - .3' . Y {`c l ;`, , "• ' '�„ II >3`„,-'.� �xl.0 J i"}` '"� yA.. i s r : v.: =1• s:. Ii 2 Ed 2 � ---- 56 _ •}r i 1 -- — -'— s �=Lt .F iL .: r .. - - r ,w,a , - •of ti " �,..:1-..E is �{ ........----_..... ......_. ....... ..... !" �fi.. ! ..- .:.H•o�x; : i - ----- ----------- „4_1A z 4 ❑ 3 ,. 92' ° El - R . -s —_< e� i I u 0' 1T 0' 231' o' 250' u & R i : i � i a ... e- t -. • - a..___.., ------<- ---- .� -- - : - — d r_ - 1 R, : 3 S a s i :3 € + i� d ? I- ­­- - ----- - ------- - -----+� _ . i i _ f �t 8 S° EGRESS PLAN LEGEND OCCUPANT LOAD TAG ROOM NAME ROOM NAME XXX ROOM NUMBER ROOM OCCUPANCY PATH OF TRAVEL SYMBOLOGY TRAVEL DISTANCE START POINT I COMMON PATH TRAVEL DISTANCE o N EXIT ACCESS TRAVEL DISTANCE (INCLUDES COMMON PATH TRAVEL DISTANCE) COMMON PATH OF TRAVEL END OF COMMON PATH OF TRAVEL I EXIT ACCESS PATH OF TRAVEL EXIT ACCESS POINT EXIT DOOR OCCUPANT LOAD TAG _ DIRECTION OF EXIT TRAVEL EXIT NO. EXIT REFERENCE NUMBER ### ACTUAL OCCUPANT LOAD AT DOOR MAXIMUM OCCUPANT LOAD OF DOOR INTERIOR DOOR OCCUPANT LOAD TAG ® OCCUPANT LOAD AT DOOR ' DIRECTION OF EXIT TRAVEL FIRE SPECIALTIES AND EXIT SIGNAGE FE FIRE EXTINGUISHER CEILING / WALL MTD. EXIT SIGN 1 (ARROWS = EXIT DIRECTION (HATCH = FACE OF SIGN) EGRESS AREAS (PLAN) PARTITION LEGEND EXISTING WORK NEW WORK �... e_ ...... CONCRETE O.__..-.. �.a` (2-HR RATED) 1. RE: SHEET A00-01 FOR GENERAL SYMBOLOGY LEGEND AND ARCHITECTURAL -SPECIFIC LEGENDS / ABBREVIATIONS. 2. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 3. RE: SHEET A00-02 FOR BUILDING CODE SUMMARY. 4, EXISTING OUT -OF -SCOPE FIRE -RESISTANCE CONSTRUCTION AND RATINGS INDICATED ON DRAWINGS HAVE BEEN PROVIDED BY OWNER TO CRB VIA EXISTING FACILITY RECORD DRAWINGS, AND HAVE NOT BEEN VERIFIED BY CRB, 5. RE: ELECTRICAL LIGHTING SHEETS (E10 SERIES) FOR EXIT SIGN TYPES. CLIENT 4\m C CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. C1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 "PROJECT TITLE ZEPHYRHILLS LINE 12 REV I BY I DATE DESCRIPTION 0 RJP 22SEP21 ISSUED FOR PERMIT LICENSEE 01F Roo .fl . • Q • . .0 R CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: AP SCALE: 1" = 40'-0" CHECKED BY: RJP SHEET SIZE: 30x42 APPROVED BY: RJP DRAWING TITLE ARCHITECTURAL EGRESS PLAN LEVEL 1 "DRAWING NUMBER A03-1 0 OCCUPANCY USE GROUP LEGEND MON- �u 0 0 0 0 u 10 0 0 0 0 0 oi "A-1" (ASSEMBLY) "A-3" (ASSEMBLY- GENERAL / MISCELLANEOUS) "B" (BUSINESS) "F-1" (FACTORY INDUSTRIAL - MODERATE HAZARD) "F-2" (FACTORY INDUSTRIAL - LOW HAZARD) "H-1" (HIGH HAZARD- DETONATION "H-2" (HIGH HAZARD- DEFLAGRATION) "H-3" (HIGH HAZARD- COMBUSTIBLES) "H-4" (HIGH HAZARD- HEALTH) "H-5" (HIGH HAZARD- PRODUCTION MATERIALS) "L" (LABORATORIES) l-III W" (MERCANTILE) "S-1" (STORAGE- MODERATE HAZARD) 0000 "S-2" (STORAGE- LOW HAZARD) O O O O "U" (UTILITY / MISCELLANEOUS) CONSULTING ARCHITECT/ENGINEER ' CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRIB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 'PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY I DATE I DESCRIPTION 0 RJP I 22SEP21 I ISSUED FOR PERMIT LICENSEE fir. 0 .. 00 • R • •'t.' #�• .��• s RED`. CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #1796000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: AP SCALE: 1" = 40'-0" CHECKED BY: RJP SHEET SIZE: 30x42 APPROVED BY: RJP DRAWING TITLE ARCHITECTURAL OCCUPANCY PLAN DRAWING NUMBER A04-1 0 it GENERAL NOTES 19 i 20 i 2008 INTERIOR ELEVATION 1 /8" = V-0" Q EVEL 0" FINISH MATERIAL SCHEDULE MATERIAL SIZE / FINISH / INSTALLATION MANUFACTURER STYLE / COLOR NOTES MANUFACTURER'S REPRESENTATIVE CONTACT SPEC NO. CONCRETE, MASONRY, METAL, AND PLASTICS CONC -1 CONCRETE ASHFORD FORMULA CURECRETE MATCH EXISTING LOCATED ON NEW CONCRETE SLABS, LNFO j)ASHFORLDFOR€ir' ULA.00M 03 35 00 g j'�} S. t A10)9, -5664 FLOOR PROTECTION SUPPLIES CG-SP SURFACE PROTECTION 72"X393710 MIL DIAMOND PLATE COVER GUARD CG-1072DP/BLUE FIR FOR RESINOUS FLOORING ONLY; EAGLEIND.COM CG-T TAPE 50M LENGTH, 100 MM WIDTH COVER GUARD CGTP04BU/BLUE FOR RESINOUS FLOORING ONLY; BAINBRIDGEINT.COM RESILIENT/RESINOUS FLOORING AND BASE PRODUCTSISYSTEMS RES-1 RESINOUS FLOORING STONCLAD UT WITH HT4 TOPCOAT STONHARD COLOR TO MATCH EXISTING LOCATED ON SLOPED FLOOR AREAS. COORDINATE WITH STONHARD REP TO ENSURE COMPLIANCE WITH NESTLE SPECIFICATIONS INFO STQNLVA�V1 09 67 23 23.2 GALV. HSS TUBE SUPPORT. SEE STRUCTUoni non nnnlr c SECURE 1/4" GALV THREADE EYE -BOLL SUPPORT PLACES) STAINLE,r ACTUATIP 24 ABS PLA; SHOWER AND ELB( EACH GS HAS A "Ft COVER, II CONTROL REMOVE THE WAT 1. RE: SHEET A00-01 FOR GENERAL SYMBOLOGY LEGEND AND ARCHITECTURAL -SPECIFIC LEGENDS / ABBREVIATIONS. 2. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND, 3. RE: GENERAL ARRANGEMENT SHEETS (G10 SERIES) FOR MECH/ELEC/PLBG/FP EQUIPMENT DESIGNATIONS. ® SHEET NOTES 1 RECTANGULAR WALL OPENING. 2 EQUIPMENT PROVIDED BY OWNER VENDOR. OUT OF SCOPE. SHOWN FOR COORDINATION ONLY. 3 TRENCH DRAIN. SEE PLUMBING DRAWINGS. 4 EMERGENCY SHOWER AND EYE WASH STATION (RE: DETAIL 4/A13-10) 5 NEW CONCRETE SLAB INFILL. SEE STRUCTURAL DRAWINGS. 6 HANDWASH LAVATORY. SEE PLUMBING DRAWINGS. 7 OWNER VENDOR PROVIDED CONVEYOR BELT. OUT OF SCOPE. SHOWN FOR COORDINATION ONLY. 8 PROVIDE NEW HOUSEKEEPING PAD FOR CHILLER. PAD LOCATION AND CHILLER TO BE PROVIDED BY VENDOR - SEE STRUCTURAL DWG S60-01 FOR DETAIL 9 PROVIDE NEW BOLLARD - SEE STRUCTURAL DWG S60-01 FOR DETAIL (QUANTITY AND SPACING OF BOLLARDS TO BE DETERMINED BY VENDOR) 10 SLAB THICKNESS 12" IN THIS AREA - SEE STRUCTURAL DWGS FOR EXACT LOCATION 11 2% SLOPE TOWARDS DRAIN, TYP. 12 EXISTING SUMP PIT 13 PROVIDE TUFFWRAP TO ENCLOSE WORK AREA. EXTENTS AND LOCATION TO BE COORDINATED WITH OWNER. CLIENT a� ���� U �\,\5 h.40 111411 CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. LC 1 GLENLAKE PARKWAY SUITE 600 z ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 IN rPROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 RJP 25AUG21 ISSUED FOR BID 1 RJP 22SEP21 ISSUED FOR PERMIT LICENSEE CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: AP SCALE: As indicated CHECKED BY: RJP SHEET SIZE: 30x42 APPROVED BY: RJP 10 rDRAWING TITLE ARCHITECTURE ENLARGED ANNOTATION PLAN LEVEL 1 DRAWING NUMBER Al 3-10 ANNOTATION PLAN - LEVEL 1 1/16" = V-0" FREESTANDING EMERGENCY EMS 3/4" = 1'-01, GENERAL NOTES - 25 - 26 NOTE: 1. THIS DETAIL APPLIES TO OPN'G SIZES UP TO 12". 2. OMIT REINF. PLATE AT OPN'GS LESS THAN 31/2". SET BOOT IN MANUFACTURER APPROVED SEALANT PREFABRICATED PIPE BOOT COMPATIBLE WITH ROOFING MEMBRANE RIGID ROOF INSULATION TO MATCH EXTING WELD BOOT TO ROOFING LAP SEALANT EXISTING RIGID ROOF INSULTATION 0.054' (16 GA.) MTL. REINF. PLATE 12" LARGER OPN'G. ALL AROUND - WELD TO TOP OF EXIST. METAL DECK TYP VENT OR PIPE THROUGH ROOF DETAIL 1" = V-0" EQUIPMENT ATTACHMENT TO COMPLY WITH THE FLORIDA BUILDING CODE. RE: DETAIL 10/S60-10 IN STRUCTURAL DWGS TREATED 2x4 BLOCKING — METAL CAP FLASHING BY MECHANICAL OR HVAC CONTRACTOR PRE-FAB INSULATED ROOF CURB BY MECHANICAL OR HVAC CONTRACTOR BASE FLASHING WRAP TOP OF CURB SEALANT MEMBRANE ROOFING RIGID ROOF INSULATION EXISTING ROOF DECK 1. RE: SHEET A00-01 FOR GENERAL SYMBOLOGY LEGEND AND ARCHITECTURAL -SPECIFIC LEGENDS / ABBREVIATIONS. 2. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 3. RE: GENERAL ARRANGEMENT SHEETS (G10 SERIES) FOR MECH/ELEC/PLBG/FP EQUIPMENT DESIGNATIONS. 4. RE: ARCHITECTURAL FINISH SHEETS (A15 SERIES) FOR INFORMATION ON ARCHITECTURAL FINISHES. 5. GENERAL CONTRACTOR TO COORDINATE ALL ROOF PENETRATIONS WITH OWNER'S ROOFING VENDOR. ® SHEET NOTES 1 NEW EXHAUST DUCT - SEE MECH DWGS FOR EXACT SIZE AND LOCATION. COORDINATE PENETRATION WITH STRUCTURAL FRAMING BELOW (RE: S60-10 FOR STRUCTURAL ROOF PENETRATIONS) 2 PROVIDE MECHANICAL CURB FOR EXHAUST DUCT (RE: DETAIL 2/A14-2R) 3 NEW PIPE THROUGH ROOF - SEE MECH DWGS FOR EXACT SIZE AND LOCATION (RE: DETAIL 3/A14-2R FOR PIPE BOOT DETAIL) CONSULTING ARCHITECT/ENGINEER PROJECT TITLE CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 RJP 25AUG21 ISSUED FOR BID 1 RJP 22SEP21 ISSUED FOR PERMIT LICENSEE I P//:'•� i • 0 • 10 t RED`. CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS, PROJ. NO. 217043.00 DESIGNED BY: CFL SCALE: As indicated CHECKED BY: RJP SHEET SIZE: 30x42 APPROVED BY: RJP 'DRAWING TITLE ARCHITECTURAL ENLARGED ROOF PLAN ENLARGED ROOF PLAN 1/16" = l'-0" FRAMED OPENING REFER TO STRUCTURAL MECHANICAL FASTENER BY ROOFING CONTRACTOR TYP MECHANICAL CURB DETAIL Y =1'-0" - _ - -- .: - - — -- - - - - - -- - -- - - -- - - - - I �' _. 1k •. '#7 , .cH;'; "DRAWING NUMBER Al 4-2R PIPE LINE TAGGING PIPING SERVICE DESIGNATIONS PIPING SYMBOLS PLUMBING FIXTURE TAGGING GENERAL PIPE SPEC DESIGNATION 3 DIGIT SEQUENTIAL NUMBER (IF USED) SERVICE DESIGNATION INSULATION TYPE (IF USED) NOMINAL DIAMETER D"-SSSS-XXXX-N N N-YYY INV. EL. = 10' - 61/8" BOP =10'-6" ULINV. EL. =10' - 61/8" BOP =10'-6" SlSlope_ DIRECTION OF DOWNWARD SLOPE PIPING MATERIAL SPEC DESIGNATIONS DESIGNATION DESCRIPTION AY01 AL-6XN, TUBING, 25RA MAX. INSIDE POLISH C131 CAST IRON, HUB & SPIGOT AND NO -HUB, WASTE SYSTEM C132 CAST IRON, HUB & SPIGOT, WASTE SYSTEM C133 CAST IRON, NO -HUB, WASTE SYSTEM CS01 CARBON STEEL, SCHEDULE 40, FORGED STEEL FITTINGS CS02 CARBON STEEL, SCHEDULE 80, FORGED STEEL FITTINGS CS03 CARBON STEEL, SCHEDULE 40, MALLEABLE IRON FITTINGS CSO4 CARBON STEEL, SCHEDULE 80, MALLEABLE IRON FITTINGS CS05 CARBON STEEL, SCHEDULE 40, CAST IRON FITTINGS CS06 CARBON STEEL, SCHEDULE 80, CAST IRON FITTINGS CS07 CARBON STEEL, SCHEDULE 40, MECHANICAL JOINTS CS08 CARBON STEEL, SCHEDULE 40, PRE -INSULATED, W/ POLYURETHANE CS11 CARBON STEEL, SCHEDULE 40, PRE -INSULATED, W/ MINERAL WOOL CU01 COPPER TUBING, TYPE L, GENERAL CU02 COPPER TUBING, TYPE L, DEHYDRATED, FOR OXYGEN SERVICE CU03 COPPER TUBING, TYPE ACR, REFRIGERANT CU04 COPPER TUBING, TYPE L, DEHYDRATED, CLEAN & CAPPED CU05 COPPER TUBING, TYPE L, PRE -INSULATED, W/ POLYURETHANE CU06 COPPER TUBING, TYPE K, HARD DRAWN, GENERAL CU07 COPPER TUBING, TYPE K, SOFT DRAWN, GENERAL CU09 COPPER TUBING, TYPE L, HIGH TEMPERATURE, GENERAL CU10 COPPER TUBING, TYPE K, DEHYDRATED, CLEAN & CAPPED CU11 COPPER TUBING, TYPE L, PROPRESS DI02 DUCTILE IRON, WATER PRESSURE PIPE D131 DURIRON, HIGH SILICON, WASTE SYSTEM FG31 FIBERGLASS REINFORCED PIPE, (FIBERCAST), WASTE SYSTEM GL01 GLASS LINED CARBON STEEL PIPE GS01 GALVANIZED STEEL, SCHEDULE 40, VICTAULIC FITTING HA01 HASTELLOY C-276, SCHEDULE 40, SCHEDULE 10, WELDED HA02 HASTELLOY C22 TUBING, MECHANICALLY POLISHED INSIDE, ANNEALED OUTSIDE KL01 PVDF, (KYNAR), LINED CARBON STEEL PIPE PP02 POLYPROPYLENE PIPE, SCHEDULE 80, SOCKET FUSION WELDED PP11 POLYPROPYLENE TUBING, BUTT FUSION WELDED PP12 POLYPROPYLENE TUBING, BEADLESS BUTTWELD PP31 POLYPROPYLENE PIPE, FIRE RESISTANT, WASTE SYSTEM PV01 PVC, POLYVINYL CHLORIDE PIPE, SCHEDULE 40 PV02 PVC, POLYVINYL CHLORIDE PIPE, SCHEDULE 80 PV04 CPVC, CHLORINATED POLYVINYL CHLORIDE, SCHEDULE 80, SOCKETWELD JOINTS PV11 POLYVINYLIDENE FLUORIDE PIPE, SPIGOT BUTT WELD PV12 POLYVINYLIDENE FLUORIDE PIPE, FUSION BUTT WELD PV31 PVC, POLYVINYL CHLORIDE PIPE, WASTE SYSTEM PV33 PVC, OUTSIDE BUILDING WASTE MANAGEMENT PV34 CPVC, INSIDE BUILDING WASTE MANAGEMENT SS01 SST TUBING, BPE, 316L, 25 RA MAX. INSIDE POLISH, ANNEALED OUTSIDE SS02 SST TUBING, BPE, 316L, ELECTROPOLISHED INSIDE, ANNEALED OUTSIDE SS03 SST TUBING, 3161_, <_ 1" COMPRESSION FITTED SSO4 SST PIPE, 304L, MILL INSIDE, MILL OUTSIDE SS06 SST PIPE, 316L, MILL INSIDE, MILL OUTSIDE SS07 SST ALLOY PIPE, CARPENTER 20 CB-3 SS08 SST TUBING, 304L, <_ 1" COMPRESSION FITTED SS10 SST TUBING, 316L, 3000 PSIG RATED, COMPRESSION FITTED SS11 SST TUBING, 304L, CLEANED & CAPPED, NO POLISH INSIDE SS12 SST TUBING, 316L, CLEANED & CAPPED, NO POLISH INSIDE SS30 SST PIPE, 316L, WASTE SYSTEM SS31 SST TUBING, 304L WASTE PIPING SS32 SST TUBING, 316L PUSH FIT WASTE PIPING SS33 SST TUBING, 304L PUSH FIT WASTE PIPING TL01 TEFLON LINED CARBON STEEL VJ01 SST TUBING, VACUUM JACKETED, BAYONET FITTINGS VJ02 SST TUBING, VACUUM JACKETED, BUTTWELD FITTINGS DESIGNATION DESCRIPTION ACID ACID ALC ALCOHOL AR ARGON AV ACID VENT AW ACID WASTE AWFI AMBIENT WATER FOR INJECTION B BRINE BBD BOILER BLOW DOWN BFW BOILER FEED WATER BV BIOVENT BW BIOLOGICAL WASTE BWV BIOLOGICAL WASTE VENT CAUS CAUSTIC CA COMPRESSED AIR CCA CLEAN COMPRESSED AIR CD CONDENSATE DRAIN CGR CHILLED GLYCOL RETURN CGS CHILLED GLYCOL SUPPLY CHF CHEMICAL FEED CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CIPA CIP ACID CIPB CIP BASE CIPR CLEAN IN PLACE RETURN CIPS CLEAN IN PLACE SUPPLY CO CARBON MONOXIDE CO2 CARBON DIOXIDE CS CLEAN STEAM CWFI COLD WATER FOR INJECTION CWR COOLING WATER RETURN CWS COOLING WATER SUPPLY DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RETURN DI DEIONIZED WATER EG ETHYLENE GLYCOL ETOH ETHANOL FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT FP FIRE PROTECTION FPBS FIRE PROTECTION BLACK STEEL FPGS FIRE PROTECTION GALVANIZED STEEL FPSS FIRE PROTECTION STAINLESS STEEL GLC GLUCOSE H2 HYDROGEN HE HELIUM HHWR HEATING HOT WATER RETURN HHWS HEATING HOT WATER SUPPLY HPC HIGH PRESSURE PLANT STEAM CONDENSATE HIPS HIGH PRESSURE PLANT STEAM HS HUMIDIFICATION STEAM HWFI HOT WATER FOR INJECTION IA INSTRUMENT AIR ICW INDUSTRIAL COLD WATER IHW INDUSTRIAL HOT WATER IHWR INDUSTRIAL HOT WATER RETURN IPA ISOPROPYL ALCOHOL IV INDUSTRIAL VENT IW INDUSTRIAL WASTE DESIGNATION DESCRIPTION LCO2 LIQUID CARBON DIOXIDE LCW LAB COLD WATER LHW LAB HOT WATER LHWR LAB HOT WATER RETURN LN2 LIQUID NITROGEN LPC LOW PRESSURE PLANT STEAM CONDENSATE LPG LIQUIFIED PETROLEUM GAS LPS LOW PRESSURE PLANT STEAM LW LAB WASTE LWV LAB WASTE VENT MPC MEDIUM PRESSURE PLANT STEAM CONDENSATE MPS MEDIUM PRESSURE PLANT STEAM N2 NITROGEN NG NATURAL GAS N20 NITROUS OXIDE NPCW NON -POTABLE COLD WATER NPHW NON -POTABLE HOT WATER 02 OXYGEN OSW OVERFLOW STORM WATER P PROCESS PA PROCESS AIR PC PUMPED CONDENSATE PCHR PROCESS CHILLED WATER RETURN PCHS PROCESS CHILLED WATER SUPPLY PTWR PROCESS TEMPERED WATER RETURN PTWS PROCESS TEMPERED WATER SUPPLY PUR PURIFIED WATER PV PROCESS VENT PW PROCESS WASTE PWV PROCESS WASTE VENT RG REFRIGERANT HOT GAS RL REFRIGERANT LIQUID RO REVERSE OSMOSIS IRS REFRIGERANT SUCTION RV RELIEF VENT SAN SANITARY WASTE SFT SOFT WATER SV SANITARY VENT SW STORM WATER TSWR THERMAL STORAGE WATER RETURN TSWS THERMAL STORAGE WATER SUPPLY TWR TOWER WATER RETURN TWS TOWER WATER SUPPLY TEWR TEPID WATER RETURN TEWS TEPID WATER SUPPLY USP USP PURIFIED WATER VW VIRAL WASTE VWV VIRAL WASTE VENT VAC VACUUM WFI WATER FOR INJECTION PIPING TO BE REMOVED FIXTURE CALLOUT OPTIONAL SIZE (IF USED) TYPE NUMBER - REFER TO FIXTURE PIPING TO REMAIN SCHEDULE FOR MORE INFORMATION NEW PIPING FLANGED CONNECTION/BLIND FLANGE PIPE CAP REDUCER PIPE DROP/PIPE RISE BOTTOM OUTLET TEE TOP OUTLET TEE PLUMBING FIXTURE CALLOUTS DESIGNATION DESCRIPTION CO IN -LINE CLEANOUT DF DRINKING FOUNTAIN DSN DOWNSPOUT NOZZLE DW DISH WASHER ECO EXTERIOR CLEANOUT ES EMERGENCY SHOWERICOMBINATION UNIT EW EMERGENCY EYE WASH EWC ELECTRIC WATER COOLER EWH EXTERIOR WALL HYDRANT FCO FLOOR CLEANOUT FD FLOOR DRAIN FS FLOOR SINK HB HOSE BIBS HS HOSE STATION HSK HAND SINK IM ICE MACHINE IMB ICE MAKER BOX IP INSPECTION PORT LAV LAVATORY LID LINEAR DRAIN LSK LAB SINK MB JANITOR'S MOP BASIN ORD OVERFLOW ROOF DRAIN RD ROOF DRAIN RH ROOF HYDRANT SB SHOWER BASIN SD SHOWER DRAIN SH SHOWER VALVE/SHOWER ENCLOSURE SK SINK SSK STANDING SERVICE SINK/STANDING MOP SINK TD TRENCH DRAIN TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER UR URINAL WB WASHER BOX WC WATER CLOSET WCO WALL CLEANOUT WF WASH FOUNTAIN WSK WASHROOM SINK/SCULLARY SINK YCO YARD CLEANOUT YH YARD HYDRANT COLUMN LINE REFERENCE 1 i i BUILDING SECTION REFERENCE SECTION NUMBER # X00-00 SHEET WHERE SECTION IS DRAWN, SAME DISCIPLINE WALL SECTION REFERENCE SECTION NUMBER XXX WALL SECTION REFERENCE TYPE # (WHERE APPLICABLE) X00 00 SHEET WHERE SECTION IS DRAWN, SAME DISCIPLINE DETAIL REFERENCE DETAIL NUMBER # XXX DETAIL REFERENCE TYPE (WHERE APPLICABLE) X0SHEET WHERE DETAIL IS DRAWN, SAME DISCIPLINE CALLOUT DETAIL NUMBER # XXX— CALLOUT REFERENCE TYPE (WHERE APPLICABLE) X00-00 — SHEET WHERE DETAIL IS DRAWN, SAME DISCIPLINE — J EXTERIOR ELEVATION REFERENCE # ELEVATION NUMBER X00-00 SHEET WHERE ELEVATION IS DRAWN, SAME DISCIPLINE INTERIOR ELEVATION REFERENCE (SINGLE AND MULTIPLE) ELEVATION NUMBER XXX # XXX ELEVATION REFERENCE TYPE (WHERE APPLICABLE) X00-00 SHEET WHERE ELEVATION IS DRAWN, SAME DISCIPLINE REFERENCE TYPES (SECTION 1 DETAIL 1 CALLOUT I ELEVATION) OPP = OPPOSITE SYM = SIMILAR TYP = TYPICAL SHEET NOTE REFERENCE /111-0 PATH OF EGRESS DRAWING REVISION REVISION NUMBER, SEE DESCRIPTION IN TITLE BLOCK SAME SHEET REVISION AREA DIMENSIONS (+/-) DIMENSIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY ARCHITECT/ENGINEER OF ANY +/- X X DISCREPANCIES +/- X' - X" X' - X" SET DIMENSIONS (NON +/- DIMENSIONS) ROOM 1 SPACE NAME ROOM NAME ROOM NAME 101 ROOM NUMBER 150 SF ~ ROOM AREA NORTH ARROW INDICATES DIRECTION OF TRUE NORTH N INDICATES DIRECTION OF PROJECT NORTH LEVEL LEVEL NAME 0'-0" MATCH LINE BREAK LINE MATCHLINE RE:X00-00 PLAN ELEVATION MARKER iHEIGHT ABOVE I BELOW ESTABLISHED 0.0 ELEVATION EQUIPMENT TAG TAG ID DEMOLITION EXTENT CONNECT TO EXISTING �# OPTIONAL NUMBER DESIGNATION DEMOLITION LINEWORK SHEET NOTE (DEMO AND NEW WORK) OBJECT TO BE REMOVED SEE NOTE LEGEND ON SAME SHEET. CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 GJH 25AUG21 ISSUED FOR BID 1 GJH 22SEP21 ISSUED FOR PERMIT LICENSEE _ 1 1 ' (jig, Gordon James Handziuk, PE State of Florida Professional Engineer License No. 91122 This item has been digitally signed and sealed by Gordon James Handziuk, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 129 Sep 2021 CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: SB SCALE: NOT TO SCALE CHECKED BY: GJH SHEET SIZE: 30x42 APPROVED BY: GJH DRAWING TITLE PLUMBING LEAD SHEET �DRAWNG NUMBER POO-01 GENERAL NOTES 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 2. RE: SHEET P00-01 FOR GENERAL SYMBOLOGY LEGEND AND PLUMBING - SPECIFIC LEGENDS, ABBREVIATIONS, AND GENERAL NOTES. ® SHEET NOTES 1 CORE AND SEAL NEW PIPE PENETRATION. 2 PIPING TO SERVE ONE TRENCH DRAIN AT A TIME. 3 FLOOR DRAIN AND VENT LOCATION TO BE FIELD COORDINATED WITH OWNER PRIOR TO INSTALL. CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRB ARCHITECTS —ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 GJH 25AUG21 ISSUED FOR BID 1 GJH 22SEP21 ISSUED FOR PERMIT %ICENSEE 11IJd� Gordon James Handziuk, PE State of Florida Professional Engineer License No. 91122 This item has been digitally signed and sealed by Gordon James Handziuk, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. °�towax 29 Sep 2021 CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 01 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL, THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: SB SCALE: 1/8" = V-0" CHECKED BY: GJH SHEET SIZE: 30x42 APPROVED BY: GJH DRAWING TITLE PLUMBING WASTE & VENT PLAN UNDERGROUND LEVEL 1 AREA 2 DRAWING NUMBER P20-1 U-02 DOMESTIC WATER RISER DIAGRAM 4"-PW 4"-PWV 4"-PWV TRENCH DRAIN, 12" WIDE (100 GPM) 6"-PW TRENCH DRAIN, 12" WIDE (100 GPM) TD-1 4"-PW (2 GPM) 4"-PW (5 GPM) FD-1 4"-PW >kx— aD-o 4"-PW 4"-PWV %7\_\--6"-PW HD-2 TD 1 (200 GPM) TRENCH DRAIN, 12" WIDE (200 GPM) 4"-PWV CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 GJH 25AUG21 ISSUED FOR BID 1 GJH 22SEP21 ISSUED FOR PERMIT LICENSEE I kikkil11 Gordon James Handziuk, PE State of Florida Professional Engineer License No. 91122 This item has been digitally signed and sealed by Gordon James Handziuk, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: SB SCALE: CHECKED BY: GJH SHEET SIZE: 30x42 APPROVED BY: GJH DRAWING TITLE PLUMBING RISER DIAGRAM 13 PROCESS WASTE RISER DIAGRAM 3/4" DCW DROP, SEE PLANS FOR LOCATION. BALL VALVE, TYP. bo DISCONNECT IPA oil I� FRONT ELEVATION REMOTE HAND SINK DETAIL 12" = V-0" NOTE: A. PROVIDE FIXTURES WITH ACCESSORY OPTIONS AS SCHEDULED. B. ALL PIPING TO BE PIPE CLASS DCW. PROVIDE TRANSITION FITTINGS AS REQUIRED FOR CONNECTION TO ALL FIXTURES AND EQUIPMENT. ALL CW PIPING TO BE INSULATED WITH TYPE AS INSULATION, ALL HW AND TW PIPING TO BE INSULATED WITH TYPE HC3 INSULATION. C. INSTANTANEOUS WATER HEATER TO BE INSTALLED IN NEMA-4X CABINET PROVIDED AND INSTALLED BY CONTRACTOR. D. PROVIDE PIPE SUPPORTS PER DETAILS AND SPECIFICATIONS. ALL SUPPORT RODS WELDED TO STAND SHALL BE 304 STAINLESS STEEL, ALL OTHER SUPPORTS AND MATERIALS SHALL MATCH BASE SPECIFICATIONS. E. SUPPORT STRUCTURE SHOWN IN GRAY SCALE FOR DRAWING CLARITY, REFER TO DETAIL INDICATED. — WELD SINK WALL BRACKET TO SUPPORT STRUCTURE. — S.S. FLAT GRID STRAINER, SLIP NUT AND WASHERS, 1 11T PVC TAILPIECE, 1 1/2" PVC P-TRAP, CONNECT TO STACK (BEHIND). C nrr PU AAI r-^f% nl Jr ^r%11^ rNm r1/\P1r1r P9 IJ1F:b�GII►lC7:1.t+'7ja VENT THRU ROOF WITH FLASHING FITTING DETAIL 12" = V-0" HISS 2x2xl/8, SUPPORT STEEL, TYP. TYP 4 FINISH FLOOR 4'-0" 45 DEGREE MITERED JOINT AT CORNER. TYP 3 CV 10 CV SEE BASE SUPPORT' DETAIL. FRONT ELEVATION REMOTE HAND SINK SUPPORT STAND 1 /2" = V-0" -4-1" TYP THROUGH HOLE FOR 1/2" 0 ANCHOR BOLT, 8x8x1/2 BASE • ❑ • TYP (4). PLATE. HEX NUT AND NON -SHRINK WASHER, BOTH EPDXY GROUT. C4 SIDES OF PLATE. 1 /2"0 CONCRETE ANCHOR 6" CONCRETE SLAB. ROD, 4" DEEP (6" TOTAL) BASE SUPPORT NOTE: A. ALL SUPPORT STEEL AND FASTENERS SHALL BE 304 STAINLESS STEEL. B. ALL STEEL TO STEEL CONNECTIONS TO BE CONTINUOUSLY WELDED. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH, FREE OF PITS, CREVICES AND DISCOLORATION. TOUCH UP PAINT AS REQUIRED AT BUILDING COLUMN. C. VERIFY LOCATION AND SIZE OF MOUNTING HOLES FOR EQUIPMENT, ADJUST INTERMEDIATE SUPPORTS AS REQUIRED TO BE CENTERED WITH EQUIPMENT MOUNTING HOLES. D. VERIFY MOUNTING HEIGHT OF SINK AND BRACKET LOCATION, ADJUST INTERMEDIATE SUPPORT AS REQUIRED TO BE CENTERED WITH SINK MOUNTING BRACKET. BALL VALVE, - TYP. FRONT ELEVATION REMOTE EMERGENCY SHOWER DETAIL 12" = 1'-01, -E: PROVIDE FIXTURES WITH ACCESSORY OPTIONS AS SCHEDULED. ALL PIPING TO BE PIPE CLASS DCW. PROVIDE TRANSITION FITTINGS AS REQUIRED FOR CONNECTION TO ALL FIXTURES AND EQUIPMENT. ALL CW PIPING TO BE INSULATED WITH TYPE AS INSULATION, ALL HW AND TW PIPING TO BE INSULATED WITH TYPE HC3 INSULATION. INSTANTANEOUS WATER HEATER TO BE INSTALLED IN NEMA-4X CABINET PROVIDED AND INSTALLED BY CONTRACTOR. PROVIDE PIPE SUPPORTS PER DETAILS AND SPECIFICATIONS. ALL SUPPORT RODS WELDED TO STAND SHALL BE 304 STAINLESS STEEL, ALL OTHER SUPPORTS AND MATERIALS SHALL MATCH BASE SPECIFICATIONS. SUPPORT STRUCTURE SHOWN IN GRAY SCALE FOR DRAWING CLARITY, REFER TO DETAIL INDICATED. —1f1" TYP THROUGH HOLE FOR 2'-6" 8x8x1/2 BASE-1/2"fd ANCHOR BOLT, TYP (4). PLATE. HEX NUT AND NON -SHRINK WASHER, BOTH 45 DEGREE MITERED EPDXY GROUT. (46" SIDES OF PLATE. JOINT AT CORNER, TYP. 1/2"0 CONCRETE ANCHOR CONCRETE SLAB. HSS 2x2x118, SUPPORT STEEL, TYP. SEE BASE SUPPORT DETAIL. FINISH FLOOR TYP 3 TYP 8 + FRONT ELEVATION aD ROD, 4" DEEP (6" TOTAL) BASE SUPPORT NOTE: A. ALL SUPPORT STEEL AND FASTENERS SHALL BE 304 STAINLESS STEEL. B. ALL STEEL TO STEEL CONNECTIONS TO BE CONTINUOUSLY WELDED. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH, FREE OF PITS, CREVICES AND DISCOLORATION. TOUCH UP PAINT AS REQUIRED AT BUILDING COLUMN. C. VERIFY LOCATION AND SIZE OF MOUNTING HOLES FOR EQUIPMENT, ADJUST INTERMEDIATE SUPPORTS AS REQUIRED TO BE CENTERED WITH EQUIPMENT MOUNTING HOLES. D. VERIFY MOUNTING HEIGHT OF SINK AND BRACKET LOCATION, ADJUST INTERMEDIATE SUPPORT AS REQUIRED TO BE CENTERED WITH SINK MOUNTING BRACKET. REMOTE EMERGENCY SHOWER SUPPORT STAND 112" = V-0" CONSULTING ARCHITECT/ENGINEER cc:i ::)) �R��b PROJECT TITLE CLARK, RICHARDSON AND BISKUP I CONSULTING ENGINEERS, INC. CRIB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 GJH 25AUG21 ISSUED FOR BID 1 GJH 22SEP21 ISSUED FOR PERMIT LICENSEE a Gordon James Handziuk, PEt „�. State of Florida ' Professional Engineer p' License No. 91122 �. This item has been digitally signed and sealed by Gordon James Handziuk, PE moo,® on the date adjacent to the seal �'D Printed copies of this document are not considered signed and sealed and theAk signature must be verified on any t114, 1 electronic copies. 29 Sep 2021 CRIB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #1796000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS, PROJ. NO. 217043.00 DESIGNED BY: SIB SCALE: As indicated CHECKED BY: GJH SHEET SIZE: 30x42 APPROVED BY: GJH DRAWING TITLE PLUMBING DETAILS "DRAWING NUMBER P60-01 DRAIN & CLEANOUT SCHEDULE TAG SERVICE BASIS OF DESIGN NOTES TD-1 PROCESS AREA TRENCH DRAIN BLUCHER TYPE 674, CUSTOM, 12" WIDE, PRE -SLOPED, V BOTTOM CHANNEL, 304 STAINLESS STEEL WITH HEAVY DUTY HYGIENIC LADDER GRATE, SEDIMENT BASKET, SS P-TRAP A, B FD-1 PROCESS AREA FLOOR DRAIN BLUCHER HYGIENICPRO, BFD-570, 12" ROUND TOP INLET, 304 SS GRATE AND BODY WITH SEDIMENT BASKET, PROVIDE 304 SS TAILPIPE AND P-TRAP C HD-1 PROCESS AREA HUB DRAIN KUSEL ENLARGED HUB DRAIN INLET, 304 SS, SCHEDULE 40 CONSTRUCTION WITH THREADED OUTLET TO 304 SS TAILPIPE AND P-TRAP,6" INLET, 4" OUTLET D HD-2 PROCESS AREA HUB DRAIN KUSEL ENLARGED HUB DRAIN INLET, 304 SS, SCHEDULE 40 CONSTRUCTION WITH THREADED OUTLET TO 304 SS TAILPIPE AND P-TRAP, 8" INLET, 6' OUTLET D HD-3 PROCESS AREA HUB DRAIN KUSEL ENLARGED HUB DRAIN INLET, 304 SS, SCHEDULE 40 CONSTRUCTION WITH THREADED OUTLET TO 304 SS TAILPIPE AND P-TRAP,12" INLET, 8' OUTLET D FCO-1 PROCESS AREA FLOOR CLEANOUT KUSEL FLOOR CLEANOUT, 304 SS C NOTES: A. REFER TO DRAWINGS FOR LENGTH AND DRAIN LOCATION, SLOPE TO DRAIN. B. LADDER GRATE TO BE FORK LIFT RATED. C. REFER TO DRAWINGS FOR DIMENSIONS. D. TOP OF HUB DRAIN, Z ABOVE FINISHED FLOOR. INSTANTANEOUS WATER HEATER SCHEDULE TAG LOCATION SERVICE INLET TEMP. (°F) OUTLET TEMP. (OF) ELECT. BASIS OF DESIGN NOTES POWER kW (O/V/Hz) IWH-1 HAND WASH SINK -PROCESS AREA INSTANTANEOUS WATER HEATER 50 110 6.0 1/277/60 EEMAX-SPEX60T ML A NOTES: A. PROVIDE NEMA 4X CABINET PANEL AND STAINLESS STEEL SUPPORT STAND. PLUMBING FIXTURES SCHEDULE TAG FIXTURE TYPE SIZE AND DESCRIPTION MATERIAL AND COLOR MOUNTING HEIGHT CONNECTIONS MANUFACTURER MODEL CARRIER OR HANGER FAUCET OR VALVE REQUIREMENTS AND NOTES CW HW DRAIN DRAIN VENT TYPE MANUFACTURER / MODEL NOTES TYPE MANUFACTURER / MODEL NOTES (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) HSK-01 HAND WASH SINK 171/4" X 151/4" OVERALL 304 S.S.,14 Ga. 37 TO RIM 1/2 1/2 2 INDIRECT 1 1/2 ADVANCE TABCO OR EQUAL FAB WRIGHT 7-PS-71 S.S FLOORL MOUNT ADVANCE TABCO OR EQUAL AB GOOSENECK FAUCET SLOAN / EBF-550 BELOW DECK THERMOSTATIC PROVIDE WITH NSF RATING, 8" HIGH BACKSLPASH SINGLE HOLE 14" X 10" X 5" BOWL SATIN INC. BRACKETS BATTERY OP. MIXING VALVE, 1.0 GPM AERATOR PUNCHED FOR FAUCET, S.S. GRID DRAIN COMBINATION EMERGENCY EYE WASH AND 304 S.S. GUARDIAN EQUIPMENT OR EQUAL BRADLEY, FLOOR MOUNTED, ALL SUPPLY AND DRAIN PIPES, FITTINGS, AND FLOOR FLANGE ES/EW-01 SHOWER STAINLESS STEEL 94" HIGH BRUSHED - 1-1/4 - - - - ACRONSAFETY, HAWS CROP. G1991 SELF SUPPORTING A - - - INTEGRAL TO SHOWER SHALL BE TYPE 304 S.S. PROVIDE SELF SUPPORTING BASE NOTES: A. ALL PLUMBING FIXTURES SHALL BE IAPMO LISTED. B. C.P. =CHROME PLATED, S.S. = STAINLESS STEEL. PIPE SPECIFICATION AND APPLICATIONS TABLE INSULATION SYSTEM SYSTEM TEST FLUSHING, PSAT_ID SERVICE DESCRIPTION PIPE SPEC PIPE MATERIAL LOCATION INSULATION INSULATION MATERIAL INSULATION JACKET INDEX TEMPERATURE GASKET TYPE REF. CODE FLUID SERVICE FOR PASSIVATION ISOMETRIC MATERIAL WELD DESIGN PRESSURE PRESSURE CLEANING, NOTES/COMMENTS (NOTE 1) SPEC IDENTIFICATION (ASME A13.1) DRAWINGS ASSURANCE ASSURANCE AND TESTING MEDIA (PSIG) (PSIG) (OF) ID13700 DCW DOMESTIC COLD WATER CU01 COPPER TUBING, TYPE L, GENERAL NON -HYGIENIC F4 RIGID FIBERGLASS PIPE ALL SERVICE JACKET / 40- 60 PER DATASHEET PLUMBING CODE POTABLE, COOLING, BOILER FEED, NO NO NO NO - - WATER INSULATION INDEX TEMPERATURE PROVIDED FOR INSULATION PVC FITTING COVERS AND OTHER WATER ANTI -SWEAT ID14200 DHW DOMESTIC HOT WATER CU01 COPPER TUBING, TYPE L, GENERAL NON -HYGIENIC F4 RIGID FIBERGLASS PIPE ALL SERVICE JACKET / 105 -140 PER DATASHEET PLUMBING CODE POTABLE, COOLING, BOILER FEED, NO NO NO NO - - WATER INSULATION PVC FITTING COVERS AND OTHER WATER ID28700 PW PROCESS WASTE PV34 CPVC INSDIE BLDG WASTE SYSTEM - N/A N/A N/A N/A PER DATASHEET PLUMBING CODE POTABLE, COOLING, BOILER FEED, NO NO NO NO - - WATER STANDING WATER TEST AT 5 PSIG AND OTHER WATER ID29000 PWV PROCESS WASTE VENT PV34 CPVC INSDIE BLDG WASTE SYSTEM - N/A N/A N/A N/A PER DATASHEET PLUMBING CODE POTABLE, COOLING, BOILER FEED, NO NO NO NO - - WATER STANDING WATER TEST AT 5 PSIG AND OTHER WATER CONSULTING ARCHITECT/ENGINEER i CCCZ) D) �R��b PROJECT TITLE CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 GJH 25AUG21 ISSUED FOR BID 1 GJH 22SEP21 ISSUED FOR PERMIT LICENSEE Gordon James Handziuk, PE State of Florida Professional Engineer License No. 91122 This item has been digitally signed and sealed by Gordon James Handziuk, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 29 Sep 2021 � CRIB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRIB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. N0. 217043.00 DESIGNED BY: SB SCALE: NOT TO SCALE CHECKED BY: GJH SHEET SIZE: 30x42 APPROVED BY: GJH DRAWING TITLE PLUMBING SCHEDULES DRAWING NUMBER P70-01 PIPING LINE CALLOUTS DESIGNATION DESCRIPTION ACID ACID ALC ALCOHOL AR ARGON AV ACID VENT AW ACID WASTE AWFI AMBIENT WATER FOR INJECTION B BRINE BBD BOILER BLOW DOWN BFW BOILER FEED WATER BV BIOVENT BW BIOLOGICAL WASTE BWV BIOLOGICAL WASTE VENT CA COMPRESSED AIR CAUS CAUSTIC CCA CLEAN COMPRESSED AIR CD CONDENSATE DRAIN CGR CHILLED GLYCOL RETURN CGS CHILLED GLYCOL SUPPLY CHF CHEMICAL FEED CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CIPA CIP ACID CIPB CIP BASE CIPR CLEAN IN PLACE RETURN CIPS CLEAN IN PLACE SUPPLY CO CARBON MONOXIDE CO2 CARBON DIOXIDE CS CLEAN STEAM CWFI COLD WATER FOR INJECTION CWR COOLING WATER RETURN CWS COOLING WATER SUPPLY DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RETURN DI DEIONIZED WATER EG ETHYLENE GLYCOL ETCH ETHANOL FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT FP FIRE PROTECTION FPBS FIRE PROTECTION BLACK STEEL FPGS FIRE PROTECTION GALVANIZED STEEL FPSS FIRE PROTECTION STAINLESS STEEL GLC GLUCOSE H2 HYDROGEN HE HELIUM HHWR HEATING HOT WATER RETURN HHWS HEATING HOT WATER SUPPLY HPC HIGH PRESSURE PLANT STEAM CONDENSATE HPS HIGH PRESSURE PLANT STEAM HS HUMIDIFICATION STEAM HWFI HOT WATER FOR INJECTION IA INSTRUMENT AIR ICW INDUSTRIAL COLD WATER IHW INDUSTRIAL HOT WATER IHWR INDUSTRIAL HOT WATER RETURN IPA ISOPROPYL ALCOHOL IV INDUSTRIAL VENT IW INDUSTRIAL WASTE DESIGNATION DESCRIPTION LCO2 LIQUID CARBON DIOXIDE LCW LAB COLD WATER LHW LAB HOT WATER LHWR LAB HOT WATER RETURN LN2 LIQUID NITROGEN LPC LOW PRESSURE PLANT STEAM CONDENSATE LPG LIQUIFIED PETROLEUM GAS LPS LOW PRESSURE PLANT STEAM LW LAB WASTE LWV LAB WASTE VENT MPC MEDIUM PRESSURE PLANT STEAM CONDENSATE MPS MEDIUM PRESSURE PLANT STEAM N2 NITROGEN N20 NITROUS OXIDE NG NATURAL GAS NPCW NON -POTABLE COLD WATER NPHW NON -POTABLE HOT WATER 02 OXYGEN OSW OVERFLOW STORM WATER P PROCESS PC PUMPED CONDENSATE PCHR PROCESS CHILLED WATER RETURN PCHS PROCESS CHILLED WATER SUPPLY PTWR PROCESS TEMPERED WATER RETURN PTWS PROCESS TEMPERED WATER SUPPLY PUR PURIFIED WATER PV PROCESS VENT PW PROCESS WASTE PWV PROCESS WASTE VENT RG REFRIGERANT HOT GAS RL REFRIGERANT LIQUID RO REVERSE OSMOSIS IRS REFRIGERANT SUCTION RV RELIEF VENT SAN SANITARY WASTE SFT SOFT WATER SV SANITARY VENT SW STORM WATER TEWR TEPID WATER RETURN TEWS TEPID WATER SUPPLY TSWR THERMAL STORAGE WATER RETURN TSWS THERMAL STORAGE WATER SUPPLY TWR TOWER WATER RETURN TWS TOWER WATER SUPPLY USP USP PURIFIED WATER VAC VACUUM VW VIRAL WASTE VWV VIRAL WASTE VENT WFI WATER FOR INJECTION PIPING SYMBOLS PIPING CALLOUTS DUCTWORK SYMBOLS DUCTWORK CALLOUTS GENERAL - — — — = PIPING TO BE REMOVED SIZE DUCTWORK TO BE REMOVED SIZE (RECTANGULAR DUCT) COLUMN LINE REFERENCE DRAWING REVISION SERVICE SERVICE 1 REVISION NUMBER, SEE PIPING TO REMAIN SPEC 1 DESCRIPTION IN TITLE NEW PIPING DUCTWORK TO REMAIN 12"x12" XX BLOCK SAME SHEET LINE NUMBER - FLANGED CONN.IBLIND FLANGE INSULATION SIZE (ROUND DUCT) REVISION AREA C NEW DUCTWORK A — -- — — SERVICE i PIPE CAP 2"-XXX-YYYY-ZZZZ-X DIMENSIONS DUCTWORK WITH INSULATION 12"0 XX (+/-) DIMENSIONS ARE FOR REDUCER INV. EL. = 10' - 61/8" BUILDING SECTION REFERENCE REFERENCE ONLY. CONTRACTOR PIPE DROP/PIPE RISE — — SIZE (OVAL DUCT) SECTION NUMBER _ _ SHALL FIELD VERIFY AND NOTIFY BOP = 10' - 6" DUCTWORK WITH LINING +/- X' - X" ARCHITECT/ENGINEER OF ANY BOTTOM OUTLET TEE INV. EL. = 10' - 61/8" SERVICE DISCREPANCIES # +/- X' - X" X' X"� SET DIMENSIONS L—A( TOP OUTLET TEE DUCT DOWN (SEE TAG FOR SYSTEM) Ei 2"/10" XX X00-00 SHEET WHERE SECTION (NON +/- DIMENSIONS) BOP =10' - 6" IS DRAWNSAME DISCIPLINE — , = O STEAM TRAP ASSEMBLY WITH NUMBER Slope DIRECTION OF DOWNWARD SLOPE SUPPLY DUCT UP BOD 10' - 6" WALL SECTION REFERENCE ## (OPTIONAL) (S DENOTES SANITARY) S SECTION NUMBER ROOM I SPACE NAME RETURN DUCT UP FBOD =10' - 6" # XXX WALL SECTION REFERENCE TYPE ROOM NAME ROOM NAME (WHERE APPLICABLE) X00-00 101 ROOM NUMBER SHEET WHERE SECTION 150 SF ROOM AREA EXHAUST DUCT UP IS DRAWN, SAME DISCIPLINE SQUARE NECK SUPPLY DIFFUSER/ DUCTWORK LINE CALLOUTS DETAIL REFERENCE NORTH ARROW _ GRILLE/REGISTER DETAIL NUMBER INDICATES DIRECTION XXX DETAIL REFERENCE TYPE OF TRUE NORTH ROUND NECK SUPPLY DIFFUSER/ DESIGNATION DESCRIPTION # (WHERE APPLICABLE) N INDICATES DIRECTION GRILLE/REGISTER EA EXHAUST AIR X00-00 OF PROJECT NORTH SHEET WHERE DETAIL LEVEL MA MAKEUP AIR IS DRAWN, SAME DISCIPLINE RETURN GRILLE OA OUTSIDE AIR PEA PROCESS EXHAUST AIR CALLOUT LEVEL NAME PEC PROCESS EXHAUST CHUTE _ _ — PRA PROCESS RETURN AIR DETAIL NUMBER 0'-0" EXHAUST GRILLE PSA PROCESS SUPPLY AIR XXX--- CALLOUT REFERENCE TYPE RAS REACTIVATION AIR SUPPLY # (WHERE APPLICABLE) MATCH LINE RA RETURN AIR X00-00 MATCHLINE WALL MOUNTED DIFFUSERIGRILLE SA SUPPLY AIR — SHEET WHERE DETAIL IS DRAWN, SAME DISCIPLINE RE:X00-00 FLEXIBLE DUCT BREAK LINE OT THERMOSTAT DIFFUSER CALLOUTS J HO HUMIDISTAT EXTERIOR ELEVATION REFERENCE DESIGNATION PLAN ELEVATION MARKER FIRE AND SMOKE DAMPER & NUMBER # ELEVATION NUMBER HEIGHT ABOVE / BELOW FSD 1 X00-00 SHEET WHERE ELEVATION ESTABLISHED 0.0 ELEVATION TO NECK SIZE +/_ 0" FLO AIR A EAL IS DRAWN, SAME DISCIPLINE TYPICAL OF FIRE DAMPER - CFM INTERIOR ELEVATION REFERENCE (SINGLE AND MULTIPLE) FD DESIGNATION DESCRIPTION ELEVATION NUMBER EQUIPMENT TAG # XXXC"'.0". XXX ELEVATION REFERENCE TYPE TAG ID MOTOR OPERATED DAMPER EG EXHAUST GRILLE (WHERE APPLICABLE) ER EXHAUST REGISTER X00-00 MD LRG LINEAR RETURN GRILLE LSD LINEAR SUPPLY DIFFUSER DEMOLITION EXTENT MANUAL VOLUME DAMPER RG RETURN GRILLE RR RETURN REGISTER VD SD SUPPLY DIFFUSER SHEET WHERE ELEVATION IS SG SUPPLY GRILLE DRAWN, SAME DISCIPLINE SR SUPPLY REGISTER CONNECT TO EXISTING BALANCED BACKDRAFT DAMPER TG TRANSFER GRILLE REFERENCE TYPES (SECTION 1 DETAIL I CALLOUT I ELEVATION BD OPP = OPPOSITE # OPTIONAL NUMBER DESIGNATION SYM =SIMILAR SMOKE DAMPER TYP = TYPICAL SD SHEET NOTE REFERENCE DEMOLITION LINEWORK BLAST GATE SHEET NOTE (DEMO AND NEW WORK) OBJECT TO BE REMOVED SEE NOTE LEGEND ON SAME SHEET. BG---------------------- PATH OF EGRESS AD ACCESS DOOR IN CEILING/WALL CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. C1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 GJH 25AUG21 ISSUED FOR BID 1 GJH 22SEP21 ISSUED FOR PERMIT LICENSEE . %IA11 111 Gordon James Handziuk, PE State of Florida Professional Engineer License No. 91122 This item has been digitally signed and sealed by Gordon James Handziuk, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. XI, III 122 'M1 3 v. z oe ��m �'�'► 61�1 N- •«����� 1;fill 10 29 Sep 2021 CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: SB SCALE: NOT TO SCALE CHECKED BY: GJH SHEET SIZE: 30x42 APPROVED BY: GJH DRAWING TITLE MECHANICAL LEAD SHEET DRAWING NUMBER MOO-01 GENERAL NOTES F,2 F.1 i i� MECHANICAL - HVAC PLAN - ROOF AREA 2 1 /8" = V-0" 40"o PEA BOD = 14'-31/2"' �—� L I '-40"o PEA BOD = 14'-3 IL J � —_T VENDOR PROVIDED EQUIPMENT -- 19.2 ,2 .2 --------- --- --- ---A, 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 2. RE: SHEET M00-01 FOR GENERAL SYMBOLOGY LEGEND AND MECHANICAL -SPECIFIC LEGENDS / ABBREVIATIONS. 3. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL". 4. ELEVATIONS NOTED ARE FROM 0'-0" ABOVE FINISHED FLOOR. 5. DO NOT SCALE DRAWINGS, 6. COORDINATE DUCT INSTALLATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION. COORDINATE ALL SERVICES WITHIN WALLS WITH ELECTRICAL PANELS, UTILITY STATIONS, PIPING, PLUMBING WASTE & VENTS, ETC. 7. FIELD VERIFY CONDITIONS PRIOR TO STARTING WORK. NOTIFY CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES WITH PLANS. 8. HANDLE MATERIAL DEBRIS IN AN EFFORT TO AVOID ANY DISRUPTIONS OF ONGOING BUILDING OPERATIONS. CLEAN PROJECT SITE DEBRIS AT THE END OF EACH WORK DAY. 9. VERIFY CONNECTIONS, SIZES, LOCATION, AND PHYSICAL SIZE OF EQUIPMENT WITH APPROVED CERTIFIED SHOP DRAWINGS. 10. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALL LOCATIONS. 11. DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 12. FIELD VERIFY TIE-IN LOCATIONS PRIOR TO FABRICATION OR INSTALLATION. ® SHEET NOTES 1 REFER TO DETAIL 1, SHEET M-60-01 FOR ROOF PENETRATION DETAIL. CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRIB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 GJH 25AUG21 ISSUED FORBID 1 GJH 22SEP21 ISSUED FOR PERMIT 'LICENSEE Gordon James Handziuk, PE State of Florida Professional Engineer License No. 91122 This item has been digitally signed and sealed by Gordon James Handziuk, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any , i , f I 1 �4 �`' electronic copies. 29 Sep 2021 CRIB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 22 a� s. III INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: SB SCALE: AS INDICATED CHECKED BY: GJH SHEET SIZE: 30x42 APPROVED BY: GJH "DRAWING TITLE MECHANICAL ENLARGED DUCTWORK PLAN ROOF AREA 2 MECHANICAL - AREA 2 SECTION - NORTH 1/4" = 1'-0" DRAWING NUMBER M 10-2 R-02 GENERAL NOTES 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 2. RE: SHEET M00-01 FOR GENERAL SYMBOLOGY LEGEND AND MECHANICAL -SPECIFIC LEGENDS / ABBREVIATIONS. 3. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL". 4. ELEVATIONS NOTED ARE FROM 0'-0" ABOVE FINISHED FLOOR. 5. DO NOT SCALE DRAWINGS. 6. COORDINATE DUCT INSTALLATION WITH ALL OTHER TRADES PRIOR TO INSTALLATION. COORDINATE ALL SERVICES WITHIN WALLS WITH ELECTRICAL PANELS, UTILITY STATIONS, PIPING, PLUMBING WASTE & VENTS, ETC. 7. FIELD VERIFY CONDITIONS PRIOR TO STARTING WORK. NOTIFY CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES WITH PLANS. 8. HANDLE MATERIAL DEBRIS IN AN EFFORT TO AVOID ANY DISRUPTIONS OF ONGOING BUILDING OPERATIONS. CLEAN PROJECT SITE DEBRIS AT THE END OF EACH WORK DAY. 9. VERIFY CONNECTIONS, SIZES, LOCATION, AND PHYSICAL SIZE OF EQUIPMENT WITH APPROVED CERTIFIED SHOP DRAWINGS. 10. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALL LOCATIONS. 11. DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 12. FIELD VERIFY TIE-IN LOCATIONS PRIOR TO FABRICATION OR INSTALLATION. ® SHEET NOTES 1 CONNECT EXHAUST DUCT RISER AT HOOD FLANGE, AND OFFSET RISER TO CONNECT TO ROOF MOUNTED HOOD. CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. C1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 rPROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 GJH 25AUG21 ISSUED FOR BID 1 GJH 22SEP21 ISSUED FOR PERMIT Gordon James Handziuk, PE State of Florida Professional Engineer License No. 91122 This item has been digitally signed and sealed by Gordon James Handziuk, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. miR � .. Eew I 129 Sep 2021 CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: SB SCALE: 1/8" = V-0" CHECKED BY: GJH SHEET SIZE: 30x42 APPROVED BY: GJH DRAWING TITLE MECHANICAL ENLARGED DUCTWORK PLAN LEVEL 1 AREA2 DRAWING NUMBER M10-10-02 PENTHOUSE BACK DRAFT DAMPER (SEE SPECIFICATION FOR TYPE) INSERT SCREEN PRESSURE TREATED WOOD NAILER MECH. EQUIP. OR ROOF MOUNTED FAN SEALANT MATERIAL SHT. MTL. FLASHING RECEIVER — HIGH -DOMED, CAPPED GASKETED FASTENERS @ 18" O.C., MIN. 2 FASTENERS PER SIDE TEK/4 412-2421/2" @ 24" O.C. REMOVABLE SHT. MTL. COUNTERFLASHING INSULATE CURB DETAIL - ROOF VENT MOUNTING NOT TO SCALE 1/2" GALVANIZED SCREEW z N ZD z 1/2" ROUND S.S. BOLT @ EACH STRAP 16 GA. 2" W. METAL STRAP THRU BOLT TO HVAC UNIT @ 24" O.C. (MIN. 2 PER SIDE) TEK/4 412-243/4" FROM STRAP TO CURB @ EACH STRAP INSULATION (TYPICAL) FOR ACTUAL ROOF CONSTRUCTION REFER TO ARCHITECTURAL DRAWINGS \� TEK/4 412-24718" FROM CURB TO STL. ANGLE @ 12" O.C. DUCT COLLAR DUCTWORK CONTINUES WHERE INDICATED ON PLANS i \ \ DUCTWORK \ INSULATION \ (WHERE REQUIRED) z N \ BOTTOM OF GOOSENECK MIN.18" OF DECK. / �ry \ I CAULK ALL AROUND M INSULATION (WHERE REQUIRED) LEAVE 1/4" SPACE AND FILL DRAW BAND VOID WITH CAULK ALL AROUND COUNTERFLASHING SHEETMETAL SAFING ALL AROUND. I I I I I I I I I I I I I I TIGHT TO DUCT I PRESSURE TREATED WOOD NAILER PREFABRICATED CURB. MOUNT ON PRESSURE TREATED WOOD NAILER FOR ACTUAL ROOF CONSTRUCTION REFER TO = I BASE FLASHING ARCHITECTURAL DRAWINGS z CN 1_x_ 11111............. I METAL DECK INSULATION PRESSURE DUCT SUPPORT FASTENED TO TREATED WOOD DECK & DUCT I I NAILER INSULATION (WHERE REQUIRED) DETAIL - DUCT PENETRATION 12" = 1'-0" HANGER ROD VIBRATION ISOLATORS (WHERE REQ.) LOCKING NUT SUPPORT NUT PIPE PROTECTIVE INSULATION SHIELD, GRINNELL FIG. 167,� - ELCEN FIG. 219, OR EQUAL PROVIDE C-CLAMP — SUPPORT FROM BEAM ROD COUPLING HANGER ROD - LOCKING NUT - SUPPORT NUT — HEAVY DUTY CLEVIS HANGER INSULATION (NO VAPOR BARRIER) PIPE WELD PIPE SADDLE AT LEAST 12" LONG NOTES: 1. PIPES TO BE INSTALLED USING THIS METHOD OF HANGER INSTALLATION SHOULD BE LIMITED TO 4" IN DIAMETER, WITH A MAXIMUM HANGER SPACING OF 8'-0" ON CENTER. "SUBMIT TECHNICAL DATA OF PROPOSED CONCRETE INSERT, AND PLANS SHOWING HANGER LOCATIONS TO STRUCTURAL ENGINEER FOR REVIEW. 2. PIPE HANGERS SHALL BE OVERSIZED AS REQUIRED TO ACCOMMODATE THICKNESS OF INSULATION SPECIFIED. HANGER SHALL NOT COME INTO CONTACT WITH THE INSULATION DIRECTLY, EITHER AT THE VERTICAL YOKE OR AT THE POINT OF SUPPORT. FOR REQUIREMENTS ON ISOLATORS USED WITH PIPE HANGERS, SEE SPECIFICATIONS. 3. TOTAL LOADING ON EACH CONCRETE INSERT OR OTHER TYPE HANGER ROD ANCHOR SHALL NOT EXCEED MANUFACTURER'S RECOMMENDED LOADINGS. CLEVIS HANGER 12" =1'-0" fT BEAM I I IIL — — - RETAINING CLIP — VIBRATION ISOLATORS nnn irnr nrr� I 1'-0" C-CLAMP HANGER ROD CONSULTING ARCHITECT/ENGINEER CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. cc b CRBARCHlTECTS-ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 <111* ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 GJH 25AUG21 ISSUED FOR BID 1 GJH 22SEP21 ISSUED FOR PERMIT LICENSEE Gordon James Handziuk, PE State of Florida Professional Engineer License No. 91122 This item has been digitally signed and sealed by Gordon James Handziuk, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 29 Sep 2021 CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 ME 12 "m IF INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS, PROJ. NO. 217043.00 DESIGNED BY: SB SCALE: As indicated CHECKED BY: GJH SHEET SIZE: 30x42 APPROVED BY: GJH DRAWING TITLE MECHANICAL DETAILS DRAWING NUMBER M60-01 INTAKE, EXHAUST & RELIEF HOOD SCHEDULE TAG MANUFACTURER & MODEL SERVICE AIRFLOW (CFM) MAX. PRESS. DROP (IN. WG) MAX. THROAT VELOCITY (FPM) THROAT SIZE (IN.x IN.) WEIGHT (LBS) NOTES GV-01 GREENHECK FGR-50X66 BLOWMOLD OVEN EXHAUST 17,660 0.11 771 50 X 66 256 A, B, C NOTES: A. HIGH WIND RATED, 70 PSF, GALVANIZED FINISH AND SUPPLIED WITH INTEGRAL INSECT SCREEN. B. DUCTED ASSEMBLY, CURB MOUNTED AND FITTED WITH GRAVITY BACKDRAFT DAMPER. C. TWO POINT TIE DOWN. rCONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRBARCHlTECTS-ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 GJH 25AUG21 ISSUED FORBID 1 GJH 22SEP21 ISSUED FOR PERMIT rLICENSEE Gordon James Handziuk, PE State of Florida Professional Engineer License No. 91122 This item has been digitally signed and sealed by Gordon James Handziuk, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 10 f22 STATEAW I 129 Sep 2021 CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: SB SCALE: NONE CHECKED BY: GJH SHEET SIZE: 30x42 APPROVED BY: GJH DRAWING TITLE MECHANICAL SCHEDULES DRAWING NUMBER M70-01 POWER DEVICE SYMBOLS POWER EQUIPMENT SYMBOLS FIRE ALARM & DETECTION SYSTEM SYMBOLS LUMINAIRE SYMBOLS GENERAL NOTES WALL CEILING FLOOR MOUNT MOUNT MOUNT --e e Fe—i SIMPLEX RECEPTACLE - 125V,2P,3W* e FEJ) DUPLEX RECEPTACLE - 125V,2P,3W* ® QUADRUPLEX RECEPTACLE - 125V,2P,3W* ---e e SIMPLEX RECEPTACLE ON UPS OR STANDBY POWER - 125V,2P,3W* 8 DUPLEX RECEPTACLE ONSTANDBYDOWER- 125V,2P,3W* ® D ON STANDBY POWERT125V,2P,3W* O DUPLEX RECEPTACLE ON UPS POWER - 125V,2P,3W* ® QUADRUPLEX RECEPTACLE ON UPS POWER- 125V,2P 3W* 0 0 SPECIAL PURPOSE RECEPTACLE- __6 ® SPECIAL PURPOSE RECEPTACLE ON STANDBY POWER*" 0 O ❑ SPECIAL PURPOSE RECEPTACLE BL ON UPS POWER*" * NEMA 250 ENCLOSURE RATING SHALL BE INDICATED ON PLANS, RECEPTACLE TYPE DESIGNATION, OR TEXT SHEET OR GENERAL NOTATION. NEMA 1 UNLESS NOTED OTHERWISE. "NEMA RECEPTACLE WD 1 CONFIGURATION SHALL BE INDICATED ON PLANS. L5-20R UNLESS OTHERWISE NOTED. [RECEPTACLE TYPE] GFCI GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE IG ISOLATED GROUND RECEPTACLE SP SURGE SUPPRESSION RECEPTACLE WP RECEPTACLE WITH WEATHERPROOF COVER TP TAMPER -PROOF RECEPTACLE XP EXPLOSION -PROOF RECEPTACLE USB RECEPTACLE WITH INTEGRAL USB PORT SW SWITCHED OR CONTROLLED RECEPTACLE �* WALL MOUNTED RECEPTACLE WITH INTEGRAL SWITCH *REFER TO RECEPTACLE SYMBOLOGY LEGEND ABOVE FOR POWER TYPE, ENCLOSURE TYPE, AND RECEPTACLE CONFIGURATION. O JUNCTION BOX F JQ WALL MOUNTED JUNCTION BOX J 5 30R CEILING MOUNTED JUNCTION BOX W/ HANGING RECEPTACLE CORD [INDICATES NEMA WD 1 CONFIGURATION]. L5-20R UNLESS OTHERWISE NOTED. ® PULL BOX ® POWER SUPPLY I'Q WALL MOUNTED CLOCK HANGER RECEPTACLE FF WALL MOUNTED POWER FEED TO PRE -WIRED FURNITURE SYSTEM FF FLOOR BOX POWER FEED TO PRE -WIRED FURNITURE SYSTEM FB COMBINATION POWER AND DATA FLOOR BOX PP DUAL CHANNEL POWER & TELE/DATA POLE (FROM CEILING) PL PLUG LOAD CONTROLLER OP FIRE RATED POKE-THRU ASSEMBLY X ~— [POKE-THRU FUNCTION] AV POWER, VOICE, DATA AND A/V FF POWER FEED TO PRE -WIRED FURNITURE SYSTEM PX POWER, VOICE AND DATA P POWER DUPLEX RECEPTACLE POWER SURFACE RACEWAY WITH DUPLEX RECEPTACLES STANDARD MOUNTING HEIGHTS DEVICE MOUNTING HEIGHT AFF TO: PANELBOARD 6'- 6" TOP TOGGLE SWITCH 4'- 0" TOP TELEPHONE/DATA OUTLET 1'- 6" CENTER TELE/DATA OUTLET (CLEAN ROOM) 4'- 0" TOP TELE/DATA OUTLET (ADA) 4'- 0" TOP AUDIO-VISUAL OUTLETS 1'- 6" CENTER DISCONNECT SWITCH 6'- 6" MAX. TOP MOTOR STARTER AND VFD 6'- 6" MAX. TOP GROUND BUS BAR 4'- 0" MAX. CENTER FIRE ALARM PULL STATION 4' - 0" TOP FIRE ALARM HORN/STROBE 6'- 8" BOTTOM WALL PHONE 6-0" CENTER EXIT SIGN NOTE 8, 9 NOTE 8, 9 CARD READER AND KEYPAD 4' - 0" TOP DOOR RELEASE BUTTON 4'- 0" TOP DOOR OPERATOR 4' - 0" TOP CLOCK RECEPTACLE 8'- 0" CENTER WALL SPEAKER 8'- 0" CENTER RECEPTACLE 1'- 6" CENTER RECEPTACLE (ABOVE COUNTER) 6", NOTE 5 BOTTOM RECEPTACLE (CLEAN ROOM) 4' - 0" TOP DIGITAL MONITOR OR SCREEN 5' - 0" CENTER 1. ALL MOUNTING HEIGHTS SHALL BE AS LISTED ABOVE UNLESS OTHERWISE INDICATED ON DRAWINGS. 2. ALL MOUNTING HEIGHTS SHALL BE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. MOUNTING HEIGHTS AND LOCATIONS OF DEVICES SHOWN ON HORIZONTAL AND VERTICAL CHASES SHALL BE COORDINATED WITH OTHER UTILITIES IN THE CHASE. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR CHASE LOCATIONS AND MOUNTING LOCATIONS, 4. MOUNTING HEIGHTS AND LOCATIONS OF SURFACE PLUGMOLD RACEWAY SHALL BE COORDINATED WITH COUNTER TOPS AND BACK SPLASHES. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR COUNTER LOCATIONS AND DIMENSIONS. 5. '+' SHOWN BESIDE A DEVICE INDICATES THAT IT SHALL BE INSTALLED ABOVE COUNTER, AND BACK SPLASH WHERE APPLICABLE. INSTALL OUTLETS 6" ABOVE COUNTER TOP, COORDINATE EXACT HEIGHT WITH ARCHITECTURAL ELEVATIONS AND/OR CASEWORK DRAWINGS. 6. 'UC' SHOWN BESIDE A DEVICE INDICATES THAT IT SHALL BE INSTALLED 4" BELOW COUNTER OR 18" ABOVE FINISHED FLOOR, WHICHEVER IS FEASIBLE. 7. '+P' SHOWN BESIDE A DEVICE INDICATES IT SHALL BE INSTALLED 18" ABOVE PLATFORM. 8. WALL MOUNTED EXIT SIGNS INSTALLED ABOVE DOORS SHALL BE INSTALLED V-0" ABOVE THE TOP OF THE DOOR FRAME TO THE BOTTOM OF THE EXIT SIGN. WHERE CEILING HEIGHT DOES NOT ALLOW FOR MOUNTING AT THIS LOCATION, INSTALL SIGN CENTERED BETWEEN DOOR FRAME AND CEILING. 9. PENDANT MOUNTED EXIT SIGNS SHALL BE INSTALLED AT 10'-0" AFF AS MEASURED TO THE BOTTOM OF THE EXIT SIGN. ADJUST AS NECESSARY IN UNFINISHED SPACES TO CLEAR WORK PERFORMED BY OTHER TRADES. INSTALL EXIT SIGN SO LINE OF SIGHT IS MAINTAINED AND NOT HINDERED BY WORK FROM OTHER TRADES. ST WALL OR SURFACE MOUNTED TOGGLE SWITCH _____ [SUBSCRIPT INDICATES TYPE OF SWITCH] P SWITCH WITH PILOT LIGHT V VARIABLE SPEED CONTROL SWITCH T FRACTIONAL HORSEPOWER MANUAL MOTOR CONTROLLER WITH OVERLOADS M MANUAL MOTOR CONTROLLER CO SINGLE POLE, CENTER -OFF MOMENTARY CONTACT SWITCH 3P SINGLE POLE, THREE -POSITION, CENTER -OFF, MOMENTARY CONTACT SWITCH R/L RAISE/LOWER SWITCH q:1 NONFUSIBLE SAFETY DISCONNECT SWITCH *NEMA ENCLOSURE TYPE SHALL BE INDICATED ON PLANS. NEMA 1 UNLESS OTHERWISE NOTED. [DISCONNECT TYPE] R RECESSED OR FLUSH MOUNTED C AUXILIARY CONTACT 21* ENCLOSED CIRCUIT BREAKER q!] * FUSIBLE SAFETY DISCONNECT SWITCH ®* MOTOR STARTER * COMBINATION MOTOR STARTER WITH FUSIBLE DISCONNECT SWITCH 4 * COMBINATION MOTOR STARTER W/ MOTOR CIRCUIT PROTECTOR Lwim 208/120V DISTRIBUTION OR BRANCH PANELBOARD m 240/120V DISTRIBUTION OR BRANCH PANELBOARD 480V OR 480/277V DISTRIBUTION OR BRANCH PANELBOARD ED VARIABLE FREQUENCY DRIVE OR CONTROLLER, CONTROL PANEL OR OTHER DISTRIBUTION EQUIPMENT SPD WALL MOUNTED SURGE PROTECTION DEVICE COLUMN LINE REFERENCE 1 i i Q FIRE ALARM MANUAL PULL STATION F WALL OR CEILING MOUNTED FIRE ALARM AUDIBLE 110 AND VISUAL DEVICE; CANDELA RATING AS NOTED WALL OR CEILING MOUNTED FIRE AUDIBLE DEVICE F, CEILING MOUNTED FIRE ALARM VISUAL DEVICE IF WALL MOUNTED FIRE ALARM VISUAL DEVICE FIRE ALARM BELL FIRE ALARM TROUBLE BELL FACP FIRE ALARM CONTROL PANEL [CONTROL PANEL FUNCTION] FACP FIRE ALARM MAIN CONTROL PANEL FAA FIRE ALARM ANNUNCIATOR PANEL PRE PRE -ACTION SPRINKLER SYSTEM CONTROL PANEL SAP SPRINKLER ALARM SYSTEM CONTROL PANEL FATC FIRE ALARM TERMINAL CABINET BATT FIRE ALARM BATTERY CABINET NAC FIRE ALARM POWER BOOSTER PANEL GACP GAS DETECTION & ALARM CONTROL PANEL FD_H_1 MAGNETIC DOOR HOLDER © FIRE ALARM FLOW SWITCH © FIRE ALARM TAMPER SWITCH INTELLIGENT SYSTEM MONITOR & CONTROL DEVICES Cam— [RELAY FUNCTION] C CONTROL I ISOLATION M MONITOR O AUTOMATIC SMOKE/HEAT DETECTOR P �— [DETECTOR CLASSIFICATION] AS AIR SAMPLING SMOKE DETECTOR BR BEAM TYPE SMOKE DETECTOR - RECEIVER BT BEAM TYPE SMOKE DETECTOR - TRANSMITTER D DUCT MOUNTED, PHOTOELECTRIC SMOKE DETECTOR F FIXED TEMPERATURE HEAT DETECTOR FR COMBINATION RATE OF RISE PLUS FIXED TEMPERATURE HEAT DETECTOR I IONIZATION SMOKE DETECTOR P PHOTOELECTRIC SMOKE DETECTOR R RELAY BASE SMOKE DETECTOR RR RATE OF RISE HEAT DETECTOR SB SOUNDER BASE SMOKE DETECTOR SS SINGLE STATION SMOKE DETECTOR O AUTOMATIC GAS DETECTOR A �— [DETECTOR CLASSIFICATION] A AMMONIA DETECTOR CH4 METHANE DETECTOR CO CARBON MONOXIDE DETECTOR CO2 CARBON DIOXIDE DETECTOR HCL HYDROGEN CHLORIDE DETECTOR N2 NITROGEN DETECTOR 02 OXYGEN DETECTOR Fso FIRE SMOKE DAMPER RTS SMOKE DETECTOR AND/OR DAMPER REMOTE TEST SWITCH AND STATUS INDICATOR GENERAL BUILDING SECTION REFERENCE SECTION NUMBER # X00-00 SHEET WHERE SECTION IS DRAWN, SAME DISCIPLINE WALL SECTION REFERENCE SECTION NUMBER XXX WALL SECTION REFERENCE TYPE # (WHERE APPLICABLE) X00-00 SHEET WHERE SECTION IS DRAWN, SAME DISCIPLINE DETAIL REFERENCE DETAIL NUMBER XXX DETAIL REFERENCE TYPE # (WHERE APPLICABLE) X00-00 SHEET WHERE DETAIL IS DRAWN, SAME DISCIPLINE CALLOUT DETAIL NUMBER XXX-- CALLOUT REFERENCE TYPE # (WHERE APPLICABLE) X00-00 — SHEET WHERE DETAIL IS DRAWN, SAME DISCIPLINE L_J EXTERIOR ELEVATION REFERENCE #-- ELEVATION NUMBER lk X00-00 SHEET WHERE ELEVATION IS DRAWN, SAME DISCIPLINE INTERIOR ELEVATION REFERENCE (SINGLE AND MULTIPLE) ELEVATION NUMBER XXX # XXX ELEVATION REFERENCE TYPE * (WHERE APPLICABLE) X00-00 SHEET WHERE ELEVATION IS DRAWN, SAME DISCIPLINE REFERENCE TYPES (SECTION 1 DETAIL 1 CALLOUT / ELEVATION) OPP = OPPOSITE SYM = SIMILAR TYP = TYPICAL SHEET NOTE REFERENCE DRAWING REVISION REVISION NUMBER, SEE DESCRIPTION IN TITLE BLOCK SAME SHEET REVISION AREA DIMENSIONS (+/-) DIMENSIONS ARE FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD VERIFY AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES X' - X SET DIMENSIONS *- (NON +/- DIMENSIONS) ROOM ! SPACE NAME ROOM NAME ROOM NAME 101 - ROOM NUMBER 150 SF ROOM AREA NORTH ARROW INDICATES DIRECTION OF TRUE NORTH N INDICATES DIRECTION OF PROJECT NORTH LEVEL _ - LEVEL NAME 0'-0" MATCH LINE _ MATCHLINE RE:X00-00 BREAK LINE PLAN ELEVATION MARKER HEIGHT ABOVE / BELOW ESTABLISHED 0.0 ELEVATION EQUIPMENT TAG TAG ID DEMOLITION EXTENT CONNECT TO EXISTING �# OPTIONAL NUMBER DESIGNATION DEMOLITION LINEWORK SHEET NOTE (DEMO AND NEW WORK) OBJECT TO BE REMOVED SEE NOTE LEGEND ON SAME SHEET. :V LUMINAIRE LUMINAIRE TYPE LP-1/1 a 0 1 CIRCUIT NUMBER OF PANELBOARD PANELBOARD NAME BUILDING CONTROL ZONE (AS APPLICABLE) LUMINAIRE SYMBOL SUSPENDED HIGH BAY EMERGENCY LUMINARIES INDICATED WITH DIAGONAL SOLD FILL HATCH SUSPENDED HIGH BAY LUMINAIRE CEILING OR PENDANT MOUNTED SINGLE -SIDED EXIT SIGN FIXTURE, ARROWS AS INDICATED CEILING OR PENDANT MOUNTED DUAL -SIDED EXIT SIGN FIXTURE, ARROWS AS INDICATED WALL MOUNTED EXIT SIGN FIXTURE, ARROWS AS INDICATED WALL MOUNTED COMBINATION EXIT SIGN/EMERGENCY LUMINAIRE, ARROWS AS INDICATED F 0 WALL MOUNTED LIGHTING CONTROL SENSOR �S CEILING MOUNTED LIGHTING CONTROL SENSOR DT [SUBSCRIPT INDICATES SENSOR TYPE] OS OCCUPANCY SENSOR PS PHOTOCELL (DAYLIGHT) SENSOR [SUBSCRIPT INDICATES TYPE OF SWITCH] FOR CEILING AND WALL MOUNTED DT DUALTECHNOLOGY PIR PASSIVE INFRARED TECHNOLOGY UT ULTRASONIC TECHNOLOGY MP MICROPHONIC TECHNOLOGY H HALLWAY TYPE PASSIVE INFRARED TECHNOLOGY LB LOW BAY TYPE DUAL TECHNOLOGY HB HIGH BAY TYPE DUAL TECHNOLOGY L LINE VOLTAGE TYPE LV LOW VOLTAGE TYPE LP LIGHTING POWER SUPPLY OR POWER PACK S2 FLUSH WALL OR SURFACE MOUNTED LUMINAIRE SWITCH V_ 7SUBSCRIPT ONTROL DEVICE INDICATES TYPE OF SWITCH] 2 DOUBLE POLE SINGLE THROW SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH D SINGLE POLE LINE VOLTAGE DIMMING SWITCH LV LOW VOLTAGE SWITCH WITH CONNECTION TO LIGHTING CONTROL PANEL OR POWER PACK KP LOW VOLTAGE KEYPAD SWITCH WITH CONNECTION TO LIGHTING CONTROL PANEL K KEYED SWITCH OV LOW VOLTAGE OVERRIDE SWITCH LM LOW VOLTAGE MASTER SWITCH TC TIME CONTROL SWITCH OS OCCUPANCY SENSOR PC PHOTOCELL OR PHOTOSENSOR #B [NUMBER] -BUTTON SWITCH VS VACANCY SENSOR MS MOMENTARY SWITCH LD LOW VOLTAGE DIMMING IS ILLUMINATED SWITCH CONDUIT AND WIRING SYMBOLS RP-2/1,3,5 CIRCUIT NUMBER(S) OF PANELBOARD PANELBOARD NAME 1. ALL ELECTRICAL MATERIAL AND EQUIPMENT SHALL BE NEW, NRTL APPROVED AND BEAR THE NRTL LABEL. 2. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING OF LIGHTING, POWER, FIRE ALARM, ETC. SHUT -DOWNS WITH THE OWNER. COORDINATION OF NIGHTS AND WEEKEND ELECTRICAL WORK SHALL BE BY THE ELECTRICAL CONTRACTOR, ADJACENT AREAS WILL REMAIN IN OPERATION DURING NORMAL WORKING HOURS. 3. CONDUIT ROUTING SHOWN ON THE DRAWINGS IS SCHEMATIC. CONTRACTOR TO COORDINATE INSTALLATION WITH EXISTING LIGHTING AND MECHANICAL SYSTEMS, AND WITH PIPING, PLUMBING AND MECHANICAL INSTALLATION ON THIS PROJECT. 4. PROVIDE A SEPARATE GROUNDED CONDUCTOR (NEUTRAL) WIRE WITH EACH CIRCUIT, UNLESS NOTED OTHERWISE. USE OF MULTIWIRE BRANCH CIRCUITS IS NOT ACCEPTABLE. 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED SUPPORTS FOR ALL DEVICES AND EQUIPMENT FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL NOT RELY ON SUPPORTS PROVIDED BY OTHER TRADES. SUPPORT SUCH EQUIPMENT PER APPROVED GOVERNING CODES OR PER APPROVAL OF THE ENGINEER. UNACCEPTABLE WORKMANSHIP OR MATERIALS SHALL BE REPLACED AT THE REQUEST OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 6. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE SECURED AND PAID BY THE ELECTRICAL CONTRACTOR. 7. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR ALL FLOOR PLAN DIMENSIONS. 8. ALL CONDUIT, HANGERS, AND SUPPORTS SHALL BE INSTALLED SUCH THAT THEY DO NOT INTERFERE WITH EQUIPMENT ACCESS OR EQUIPMENT REMOVAL SPACE. DEFERRED PERMIT SUBMITTALS 1. FIRE ALARM SYSTEM INCLUDING BUT NOT LIMITED TO: BATTERY CALCULATIONS, VOLTAGE DROP CALCULATIONS, NOTIFICATION AND INITIATION DEVICE LOCATIONS, AND MANUFACTURER CUTSHEETS FOR EQUIPMENT INSTALLED. SYSTEM SHALL BE IN COMPLIANCE WITH INTERNATIONAL BUILDING CODE AND NFPA 72 REQUIREMENTS. REFER TO MORE INFORMATION IN SPECIFICATION SECTION 283100. CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRBARCH lTECTS-ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 MW 25AUG21 ISSUED FORBID 1 MW 22SEP21 ISSUED FOR PERMIT LICENSEE Michael Wagner, PE State of Florida Professional Engineer License No. 57097 This item has been digitally signed and sealed by Michael Wagner on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 29 Sep 2021 CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. 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CLE-F �::: DLE-18 - CLE-F I - , CLE-F :CLE-F IDLE-18 LP4/8 I I:::::::: i:::::::: _ --- LP418 LP4/8 LP4/8 LP4/6 LP416 '------- LP4/6 1 =_�' LP416 LP416 I 1 i i LP4/8 LP4!6 I Z LP416 EM LAMP EM LAMP j EM LA Ii LP4!8 X1 X1 LP4/6� X1 j LP4/8 1 LP4/g! CLE F —DLE-18 ;CLE F ( DLE-18 i CLE-F CLE' F DLE-18 CLE-F ;-�-CLE-F - LP4I$ LP4/8 - LP4/8 1 LP4/8 — LP4/6 f-� LP4/6 LP416 LP4/6 1 { P4f6 I I ! I GENERAL NOTES 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 2. RE: SHEET E00-01 FOR GENERAL SYMBOLOGY LEGEND AND ELECTRICAL - SPECIFIC LEGENDS / ABBREVIATIONS. 3. ALL EQUIPMENT AND DEVICES SHOWN IN THIN/LIGHT LINEWEIGHT ARE EXISTING TO REMAIN OR WORK BY OTHERS. ALL ITEMS SHOWN IN BOLD/DARK LINEWEIGHT ARE NEW WORK, 4. EXISTING LIGHTING BRANCH CIRCUIT NUMBERS DEPICTED ON PLAN ARE BASED ON OWNER PROVIDED RECORD DRAWINGS DATED FROM 2008. CURRENT LIGHTING LAYOUT INDICATED FOR TYPE CLE AND DLE LUMINAIRES IS BASED ON 2019 LLF IN WHICH PROJECT INCLUDED LED J C C LIGHTING UPGRADES OF ORIGINAL LIGHTING INSTALLED IN 2008. UPGRADED LIGHTING LAYOUT PERFORMED BY BY DIGITAL LUMENS DID NOT INCLUDE AS -BUILT CIRCUTING OF NEW LUMINAIRES. CIRCUITING DEPICTED ON THIS DRAWING ASSUMES SAME LIGHTING BRANCH CIRCUITING AND FIXTURE LOCATIONS USED FOR NEW LIGHTING AS IS DEPICTED ON 2008 RECORD DRAWINGS. CONTRACTOR TO FIELD VERIFY EXACT CIRCUITING WHERE NEW LIGHTING IS SHOWN TO BE INSTALLED AND EXTENDED TO EXISTING LIGHTING BRANCH CIRCUTING. 5. EGRESS PATH FOR EMERGENCY LIGHTING PHOTOMETRIC CALCULATION BASED ON A 60" WIDE PATH CENTERED ON PATH OF EGRESS INDICATED ON DRAWINGS. ® SHEET NOTES 1. FOR NEW EXIT SIGNAGE INDICATED EXTEND 2 #12 AWG AND 1 #12 GROUND IN 3/4" CONDUIT TO EXISTING LIGHTING CIRCUIT SERVING AREA AND CONNECTED AHEAD OF ANY SWITCHING CONTROLS FOR THE NORMAL LIGHTING IN THIS AREA. CONSULTING ARCHITECT/ENGINEER PROJECT TITLE CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 MW 25AUG21 ISSUED FOR BID 1 MW 22SEP21 ISSUED FOR PERMIT LICENSEE Michael Wagner, PE State of Florida Professional Engineer License No. 57097 This item has been digitally signed and sealed by Michael Wagner on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CRB ARCH ITECTS-EW;11 EEFRS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: GW SCALE: 1/8" = 1'-0" CHECKED BY: MW SHEET SIZE: 30x42 APPROVED BY: MW DRAWING TITLE ELECTRICAL ENLARGED LIGHTING PLAN DRAWING NUMBER LEVEL 1 AREA 1 El 0-10-01 P GENERAL NOTES 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 2. RE: SHEET E00-01 FOR GENERAL SYMBOLOGY LEGEND AND ELECTRICAL - SPECIFIC LEGENDS / ABBREVIATIONS. 3. ALL EQUIPMENT AND DEVICES SHOWN IN THIN/LIGHT LINEWEIGHT ARE EXISTING TO REMAIN OR WORK BY OTHERS. ALL ITEMS SHOWN IN BOLD/DARK LINEWEIGHT ARE NEW WORK. 4. EXISTING LIGHTING BRANCH CIRCUIT NUMBERS DEPICTED ON PLAN ARE BASED ON OWNER PROVIDED RECORD DRAWINGS DATED FROM 2008. CURRENT LIGHTING LAYOUT INDICATED FOR TYPE CLE AND DLE LUMINAIRES IS BASED ON 2019 LLF PROJECT WHICH INCLUDED LED LIGHTING UPGRADES OF ORIGINAL LIGHTING INSTALLED IN 2008. UPGRADED LIGHTING LAYOUT PERFORMED BY BY DIGITAL LUMENS DID NOT INCLUDE AS -BUILT CIRCUTING OF NEW LUMINAIRES. CIRCUITING DEPICTED ON THIS DRAWING ASSUMES SAME LIGHTING BRANCH .CIRCUITING AND FIXTURE LOCATIONS USED FOR NEW LIGHTING AS IS DEPICTED ON 2008 RECORD DRAWINGS. CONTRACTOR TO FIELD VERIFY EXACT CIRCUITING WHERE NEW LIGHTING IS SHOWN TO BE INSTALLED AND EXTENDED TO EXISTING LIGHTING BRANCH CIRCUTING. 5. EGRESS PATH FOR EMERGENCY LIGHTING PHOTOMETRIC CALCULATION BASED ON A 60" WIDE PATH CENTERED ON PATH OF EGRESS INDICATED ON DRAWINGS. ® SHEET NOTES 1. FOR NEW EXIT SIGNAGE INDICATED EXTEND 2 #12 AWG AND 1 #12 GROUND IN 3/4" CONDUIT TO EXISTING LIGHTING CIRCUIT SERVING AREA AND CONNECTED AHEAD OF ANY SWITCHING CONTROLS FOR THE NORMAL LIGHTING IN THIS AREA. CONSULTING ARCHITECT/ENGINEER c�� PROJECT TITLE CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 MW 25AUG21 ISSUED FOR BID 1 MW 22SEP21 ISSUED FOR PERMIT rLICENSEE Michael Wagner, PE State of Florida Professional Engineer License No. 57097 This item has been digitally signed and sealed by Michael Wagner on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 29 Sep 20 `\\' I I I I I I I 0 ,,,SL'WA t C�.57007 :« n7�f CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: GW SCALE: 1/8" = 1'-0" CHECKED BY: MW SHEET SIZE: 30x42 APPROVED BY: MW DRAWING TITLE ELECTRICAL ENLARGED LIGHTING PLAN LEVEL 1 AREA 2 DRAWING NUMBER El 0-10-02 �- ( I-- . l ;: : : : (�3)- I1�.—..-:N..-..-..-.-- ..�iii.;:::::111I:�:ii.i:::i:i!:;::::;:;i;iqii�ii!1i it!; ....-.1::11i11i.. -.1j.-.�.izii-::t.:I1iiIt. -.-.iii-.:itttt::I:i:t:.i -.­-.-.-.--..-.-.­....-.......-._-....... . - ..-.-..- ...;;.:::::::t�::iiiitt::::::::::::::t::::;iiit.:;:!:::.:;tii; ..1�i:zzziziti:it::;zI:zz�:it:zziI4.i:.:::t:tt%t�iIzi iw._......_....-...:, tittt.:.i::t:;t:I.::t;::i! ;i.:::::I1.::::::t ._.:::._;.:.:::: :t::::iItt�:it :!:::i:::::::::::::i .._..._..._..-.-.-.-.-.-.-.-.-.-.-.�._............._.­... - --�.1-.1-. \ -� ..-.-.1-.-.1.�.- ./... ­­­­­ .....­...­............. �_._............ . ......_._.M_....M....M-,."..I.M'.../�.EI ..\'./ �M,.\...'.�.M"-...-.'M-� _-.�I."-M.-.-�1.iiii;i �iiii1:i:;::;i4ii::::i:::t::: ::i:::::;:ii:! -::.::::tit::z:::iti.M!;:::;::::::::::i:::: i: ;:;:::;.:!;::tti�tti :::.i:i::::::::::t::i i �I J.',1 i,,'l�­gt_!!a I,)!�_i�§I ,.ii:.I��. !i*"i :!t!t . _-:. ? 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F - ::DLE 1$ CLE-F IDLE-1$ tCLE F -CLEF DLE 18 ;<CLE-F 1::::---:::CLE-F it -: I:-:_ _1 r..:_::t i LP4/8 LP4,8 LP4/8 LP416 - LP4(6 i LP4/6 -- LP4/6 LP416 i 27 i 32 35 39 39 40 41 42 42 42 i 43 43 42 42 42 40 40 41 42 ' 42 42 42 42 43 I 42 41 41 40 40 40 39 I i . i I ! 3 23 26 27 0 Z6 30 29 24 30 28 22 23 26 25 24 20 18 21 22 25 24 29 30 27 25 23 26 26 24 27 2 i i i----(\ E ''---------'----- I_ i---..__—r '----._..- - --- -- --__.._- __-'---- --..._ _—_.---_-'_"--.—.--_._ _.._._.___. _ -- __...----__------...-._ — F- i : i N. GENERAL NOTES 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 2. RE: SHEET E00-01 FOR GENERAL SYMBOLOGY LEGEND AND ELECTRICAL - SPECIFIC LEGENDS / ABBREVIATIONS. 3. ALL EQUIPMENT AND DEVICES SHOWN IN THIN/LIGHT LINEWEIGHT ARE EXISTING TO REMAIN OR WORK BY OTHERS. ALL ITEMS SHOWN IN BOLD/DARK LINEWEIGHT ARE NEW WORK. 4. INSPECTION AREA LIGHTING TO BE PROVIDED AT AN AVERAGE 40 FOOT- CANDLES AT A WORKING HEIGHT OF T-0" AFF. 5. PHOTOMETRIC LIGHTING CALCULATIONS INDICATED ARE AT 36" AFF AND ARE BASED ON CEILING REFLECTANCE OF 50%, WALL REFLECTANCE OF 50%, AND FLOOR REFLECTANCE OF 50% AND A LIGHT LOSS FACTOR OF 0.96. ® SHEET NOTES 1. FOR INSPECTION AREA BOUNDARY DENOTED CONTRACTOR TO VERIFY FOOT-CANDLE LEVEL OF 40FC AT 36" ABOVE FINISHED FLOOR AT EACH CALCULATION POINT SHOWN WITHIN INDICATED BOUNDARY FOLLOWING FINAL INSTALLATION OF MANUFACTURING EQUIPMENT. WHERE EQUIPMENT SHADOWING CAUSES AVERAGE LIGHTING LEVEL TO FALL BELOW 40FC, CONTRACTOR SHALL SHIFT EXISTING LIGHTING FIXTURES LOCATED DIRECTLY ABOVE MANUFACTURING EQUIPMENT TO LOCATION OVER INDICATED BOUNDARY AREA TO COMPENSATE FOR SHADOWING EFFECTS OF EQUIPMENT. CONTRACTOR TO MAKE ALLOWANCE IN HIS BID TO RELOCATE 10 LIGHTING FIXTURES. CONTRACTOR SHALL MATCH EXISTING MOUNTING METHOD. \.. ETRITO--N 11 - __ A CONSULTING ARCHITECT/ENGINEER PROJECT TITLE CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 MW 25AUG21 ISSUED FOR BID 1 MW 22SEP21 ISSUED FOR PERMIT LICENSEE Michael Wagner, PE State of Florida Professional Engineer License No. 57097 This item has been digitally signed and sealed by Michael Wagner on the date adjacent to the seal, Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 29 Sep CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRIB CONSULTING ENGINEERS, INC LICENSE #1796000003389 i INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. 10 PROJ. NO. 217043.00 DESIGNED BY: GW SCALE: 1/8" = V-0" CHECKED BY: MW SHEET SIZE: 30x42 APPROVED BY: MW DRAWING TITLE ELECTRICAL ENLARGED PHOTOMETRIC CALCULATION PLAN LEVEL 1 AREA 1 DRAWING NUMBER E10-11-01 I --------T -_ -- - -- _- _ __ _-_ - _ __ _ - ___ __ — - - - - ____ ___ _- _— - -_ t,:: .. ., .: ti i a: L3:t.:ii li_.y vu ,iJf fi.=iY ., t1: ....... 1. ._ ::.3 t i GENERAL NOTES 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 2. RE: SHEET E00-01 FOR GENERAL SYMBOLOGY LEGEND AND ELECTRICAL - SPECIFIC LEGENDS /ABBREVIATIONS. "" 3. ALL EQUIPMENT AND DEVICES SHOWN IN THIN/LIGHT LINEWEIGHT ARE EXISTING TO REMAIN OR WORK BY OTHERS. ALL ITEMS SHOWN IN BOLD/DARK LINEWEIGHT ARE NEW WORK. 4. INSPECTION AREA LIGHTING TO BE PROVIDED AT AN AVERAGE 40 FOOT- CANDLES AT A WORKING HEIGHT OF 3'-0" AFF. 5. PHOTOMETRIC LIGHTING CALCULATIONS INDICATED ARE AT 36" AFF AND ARE BASED ON CEILING REFLECTANCE OF 50%, WALL REFLECTANCE OF 50%, AND FLOOR REFLECTANCE OF 50% AND A LIGHT LOSS FACTOR OF 0.96. CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C b CRBARCH lTECTS-ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 —00 PROJECT TITLE ZEPHYRH I LLS LINE 12 REV BY DATE DESCRIPTION 0 MW 25AUG21 ISSUED FOR BID 1 MW 22SEP21 ISSUED FOR PERMIT LICENSEE I I I I Michael Wagner, PE State of Florida Professional Engineer License No. 57097 This item has been digitally signed and sealed by Michael Wagner on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ?; L W4 G,y o. 570# 7 .A R r OR if, NAL CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO, 217043.00 DESIGNED BY: GW SCALE: 1/8" = 1'-0" CHECKED BY: MW SHEET SIZE: 30x42 APPROVED BY: MW DRAWING TITLE ELECTRICAL ENLARGED PHOTOMETRIC CALCULATION PLAN LEVEL 1 AREA 2 DRAWING NUMBER El 0-11-02 ,.-r,.. ,�.v3 �.rT �.::��..iF3 a�Af::rc-L5 v .� ) (� - ) C )/ l\\ \ : i I I; \I i - RE:E10-12-02 I I i I A Q�') tli:t:iItt::i::::::::ii;i1 i!ttIiItttttitiii1 MATCHLINE g.:� :<.:..� :Y f ... 'i - - - __ _ -_ ._ - __..... ..._. 2 - - 2 ;_ _3 \ 11 _ ( _ L �i � x .�. `;(- 1 i i .. .,..x :v,,.. .<, ,..�, �.. ....v ,.., ... ,.. ... ... .... 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I I 10 12 13 13 13 13 13 13 13 13 12 11 10 6 6 6 8 0 10 10 10 9 8 6 5 4 3 3 3 5 i 8 I �....- -- - ---....- ---....- _. ....._.. ---.... , -- _- -------- ------ -- - - - -- - ........ ----- - - - - - -- _.__ _.._._-_-_-----_-_ _ ____.__..._._.._ _____.__._________.___ __.____--- ___._._-__ _-.....__.......____.._.._.___ _ -- ----__ ,-__ ,,....-.-__.----- --_-_._..._..._....--_._.__ ____-.--__ .. _-__.__-.-....__...__.._......._......._-___.__ _.____._._ _._.______..____ ___ -, GENERAL NOTES -- N 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 2. RE: SHEET E00-01 FOR GENERAL SYMBOLOGY LEGEND AND ELECTRICAL - SPECIFIC LEGENDS / ABBREVIATIONS. 3. ALL EQUIPMENT AND DEVICES SHOWN IN THIN/LIGHT LINEWEIGHT ARE EXISTING TO REMAIN OR WORK BY OTHERS. ALL ITEMS SHOWN IN BOLD/DARK LINEWEIGHT ARE NEW WORK. 4. EGRESS PATHWAY AREA LIGHTING TO BE PROVIDED AT AN AVERAGE 1 FOOT-CANDLE AT A HEIGHT OF 0'-0" AFF. 5. PHOTOMETRIC LIGHTING CALCULATIONS INDICATED ARE AT 0" AFF AND ARE BASED ON CEILING REFLECTANCE OF 50%, WALL REFLECTANCE OF 50%, AND FLOOR REFLECTANCE OF 50% AND A LIGHT LOSS FACTOR OF 0.96. 6. EGRESS PATH FOR EMERGENCY LIGHTING PHOTOMETRIC CALCULATION BASED ON A 48" WIDE PATH CENTERED ON PATH OF EGRESS INDICATED ON DRAWINGS. P I C A 5 21 N 26 CONSULTING ARCHITECT/ENGINEER CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS —ENGINEERS P.C. C1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY I DATE DESCRIPTION 0 MW I 25AUG21 ISSUED FOR BID 1 MW I 22SEP21 ISSUED FOR PERMIT LICENSEE fd,l/ Michael Wagner, PE ���ili! �� I NEE A 0 / `�... N 80" State of Florida �\z "% Professional Engineer '� °� 157t 7 * a ' ^* License No. 57097 ..- "" This item has been digitally signed and �-` � m 4/ sealed by Michael Wagner on the date STA c " 0 is as � . adjacent to the seal. Printed copies of this document are not 'g:;i O P�.Lpe� °��o ; 16 , \"t, considered signed and sealed and the A t t r ! t %" signature must be verified on any electronic copies. CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO, 217043.00 DESIGNED BY: GIN SCALE: 1/8" = V-0" CHECKED BY: MW SHEET SIZE: 30x42 APPROVED BY: MW DRAWING TITLE ELECTRICAL ENLARGED PHOTOMETRIC EMERGENCY CALCULATION PLAN LEVEL 1 AREA 1 DRAWING NUMBER E10-12-01 -1 a _ lI.l _--'`li ...T-:`:1f. :�Ll I ,.. L _ _.I I . r:. _— t :,: ..I —1, ,;:1 :,,Ia:. 1..1,-.. IL A!i.: _>-:.; Ld� lfIIII��L'I,� d!,4, <,J1!I,d ! L3d lkku I Ndl, di,dih ullo:,: _ - - _ I: GENERAL NOTES 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND, 2. RE: SHEET E00-01 FOR GENERAL SYMBOLOGY LEGEND AND ELECTRICAL - SPECIFIC LEGENDS / ABBREVIATIONS. 3. ALL EQUIPMENT AND DEVICES SHOWN IN THIN/LIGHT LINEWEIGHT ARE EXISTING TO REMAIN OR WORK BY OTHERS, ALL ITEMS SHOWN IN BOLD/DARK LINEWEIGHT ARE NEW WORK. 4. EGRESS PATHWAY AREA LIGHTING TO BE PROVIDED AT AN AVERAGE 1 FOOT-CANDLE AT A HEIGHT OF 0'-0" AFF. 5. PHOTOMETRIC LIGHTING CALCULATIONS INDICATED ARE AT 0" AFF AND ARE BASED ON CEILING REFLECTANCE OF 50%, WALL REFLECTANCE OF 50%, AND FLOOR REFLECTANCE OF 50% AND A LIGHT LOSS FACTOR OF 0.96. 6. EGRESS PATH FOR EMERGENCY LIGHTING PHOTOMETRIC CALCULATION BASED ON A 48" WIDE PATH CENTERED ON PATH OF EGRESS INDICATED ON DRAWINGS. CONSULTING ARCHITECT/ENGINEER ' CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRIB ARCH ITECTs-ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 MW 25AUG21 ISSUED FOR BID 1 MW 22SEP21 ISSUED FOR PERMIT irrrKmm: Michael Wagner, PE State of Florida Professional Engineer License No. 57097 This item has been digitally signed and sealed by Michael Wagner on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 99.9 ��tittt�t�te � Nci G E N '� y¢ yy ,» 0.57097 .- s m• STATE OF n° ; ' 9 •R_• CRIB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: GW SCALE: 1/8" = V-0" CHECKED BY: MW SHEET SIZE: 30x42 APPROVED BY: MW 'DRAWING TITLE ELECTRICAL ENLARGED PHOTOMETRIC EMERGENCY CALCULATION PLAN LEVEL 1 AREA 2 DRAWING NUMBER El 0-12-02 GENERAL NOTES RE:E20-10-02 MATCHLINE 75cd 110cd a) 150cd Lit 150cd --- 212 22.z - 26 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 2. RE: SHEET E00-01 FOR GENERAL SYMBOLOGY LEGEND AND ELECTRICAL - SPECIFIC LEGENDS / ABBREVIATIONS. 3. ALL EQUIPMENT AND DEVICES SHOWN IN THIN/LIGHT LINEWEIGHT ARE EXISTING TO REMAIN OR WORK BY OTHERS. ALL ITEMS SHOWN IN BOLD/DARK LINEWEIGHT ARE NEW WORK. 4. REFER TO ARCHITECTURAL PLANS TO IDENTIFY ALL FIRE -RATED PARTITIONS, FLOORS, AND CEILINGS. PROVIDE UL LISTED THROUGH - PENETRATION AND MEMBRANE -PENETRATION FIRESTOP SYSTEMS FOR FIRE -RATED CONSTRUCTION. 5. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL EQUIPMENT AND DEVICES WITH ALL TRADES PRIOR TO ROUGH -IN AND INSTALLATION. 6. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL EQUIPMENT AND DEVICES WITH ALL TRADES PRIOR TO ROUGH -IN AND INSTALLATION. 7. INSTALL FIRE ALARM CABLING IN DEDICATED RACEWAYS. CABLING SHALL NOT BE INSTALLED IN A SHARED RACEWAY. 8. THE FIRE DETECTION AND ALARM PLANS ARE TO A GREAT EXTENT SCHEMATIC IN NATURE AND THE INFORMATION PRESENTED IS AS EXACT AS COULD BE SECURED FROM PREVIOUS OWNER PROVIDED DRAWINGS AND SITE VISUAL OBSERVATIONS. THE CONTRACTOR SHALL OBTAIN EXACT LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS. ACCURACY OF THE EXISTING INFORMATION IS NOT GUARANTEED. 9. FOR NEW CEILING MOUNTED HORN/STROBE DEVICES DENOTED SPACING IS BASED ON MOUNTING HEIGHT OF 30FT ABOVE FLOOR. 10. EXISTING HORN/STROBE DEVICES DENOTED ON FLOOR PLAN HAVE NOT BEEN VERIFIED FOR CANDELA RATING. CANDELA OUTPUT LEVEL FOR EXISTING DEVICES SHALL BE ADJUSTED TO COORDINATE WITH NEW FIRE ALARM DEVICE LAYOUT. CONSULTING ARCHITECT/ENGINEER CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 MW 25AUG21 ISSUED FOR BID 1 MW 22SEP21 ISSUED FOR PERMIT LICENSEE Michael Wagner, PE State of Florida Professional Engineer License No. 57097 This item has been digitally signed and sealed by Michael Wagner on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CRB ARCHITECTS-EN?R� E N `» ♦ A r. STA E Gil=� 'rCONA L k P.C. LICENSE #09000002537 CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: GW SCALE: 1/8" = V-0" CHECKED BY: MW SHEET SIZE: 30x42 APPROVED BY: MW DRAWING TITLE ELECTRICAL ENLARGED POWER & SPECIAL SYSTEMS PLAN LEVEL 1 AREA 1 DRAWING NUMBER E20-1 0-01 CH) rG X2' CF q------ - --- - --- -- --- __ ___ C- - - - - - - ------------ - - --- -- --- ------ ------- ---- GENERAL NOTES 1. RE: SHEET G00-01 FOR GENERAL ABBREVIATIONS / EQUIPMENT DESIGNATIONS UTILIZED ACROSS ALL DISCIPLINES AND DRAWING NUMBERING SYSTEM LEGEND. 2. RE: SHEET E00-01 FOR GENERAL SYMBOLOGY LEGEND AND ELECTRICAL - SPECIFIC LEGENDS / ABBREVIATIONS. 3. ALL EQUIPMENT AND DEVICES SHOWN IN THIN/LIGHT LINEWEIGHT ARE EXISTING TO REMAIN OR WORK BY OTHERS, ALL ITEMS SHOWN IN BOLD/DARK LINEWEIGHT ARE NEW WORK. 4. REFER TO ARCHITECTURAL PLANS TO IDENTIFY ALL FIRE -RATED PARTITIONS, FLOORS, AND CEILINGS. PROVIDE UL LISTED THROUGH - PENETRATION AND MEMBRANE -PENETRATION FIRESTOP SYSTEMS FOR FIRE -RATED CONSTRUCTION. 5. REFER TO PANEL SCHEDULES FOR FEEDER AND BRANCH CIRCUIT SIZES NOT SHOWN ON FLOOR PLANS. 6. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL EQUIPMENT AND DEVICES WITH ALL TRADES PRIOR TO ROUGH -IN AND INSTALLATION. 7. PROVIDE NEW TYPE WRITTEN PANELBOARD DIRECTORIES FOR ALL PANELBOARDS MODIFIED AS PART OF THIS SCOPE OF WORK. 8. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL EQUIPMENT AND DEVICES WITH ALL TRADES PRIOR TO ROUGH -IN AND INSTALLATION. 9. INSTALL FIRE ALARM CABLING IN DEDICATED RACEWAYS. CABLING SHALL NOT BE INSTALLED IN A SHARED RACEWAY. 10. THE FIRE DETECTION AND ALARM PLANS ARE TO A GREAT EXTENT SCHEMATIC IN NATURE AND THE INFORMATION PRESENTED IS AS EXACT AS COULD BE SECURED FROM PREVIOUS OWNER PROVIDED DRAWINGS AND SITE VISUAL OBSERVATIONS. THE CONTRACTOR SHALL OBTAIN EXACT LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS. ACCURACY OF THE EXISTING INFORMATION IS NOT GUARANTEED, 11. FOR NEW CEILING MOUNTED HORNISTROBE DEVICES DENOTED SPACING IS BASED ON MOUNTING HEIGHT OF 30FT ABOVE FLOOR. 12. EXISTING HORN/STROBE DEVICES DENOTED ON FLOOR PLAN HAVE NOT BEEN FIELD VERIFIED FOR CANDELA RATING. CANDELA OUTPUT LEVEL FOR EXISTING DEVICES SHALL BE ADJUSTED TO COORDINATE WITH NEW FIRE ALARM DEVICE LAYOUT. WHERE EXISTING DEVICE IS NOT ADJUSTABLE, PROVIDE NEW DEVICE AT INDICATED CANDELA RATING. ® SHEET NOTES 1. EXISTING PANELBOARD "H2" TO FEED NEW PROJECT LOAD. RE: SHEET E70-01 FOR PANEL SCHEDULE. 2. RE: SHEET P60-01 FOR EQUIPMENT SUPPORT RACK & ASSOCIATED DISCONNECT MOUNTING. 'CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRIB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 'PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 MW 25AUG21 ISSUED FOR BID 1 MW 22SEP21 ISSUED FOR PERMIT LICENSEE Michael Wagner, PE t % I I I a f State of Florida 0 �L Professional En ineer 9 `'';' ,°°�CENS'�� � License No. 57097 5fl7 This item has been digitally signed and sealed by Michael Wagner on the date adjacent to the seal. SE OF Printed copies of this document are not"># the a considered signed and sealed and signature must be verified on any 'v,N;A electronic copies. CRB ARCH ITECTS-ENM_Js 55 P.C. LICENSE #09000002537 CRIB CONSULTING ENGINE RS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ, NO. 217043.00 DESIGNED BY: GW SCALE: 1/8" = V-0" CHECKED BY: MW SHEET SIZE: 30x42 APPROVED BY: MW DRAWING TITLE ELECTRICAL ENLARGED POWER & SPECIAL SYSTEMS PLAN LEVEL 1 AREA 2 DRAWING NUMBER E20-10-02 TO ADDITIONAL HORN/STROBE DEVICES SHOWN ON PLAN. RE: SHEET E20-10-01 & E20-10-02 TO ADDITIONAL HORN/Ic DEVICES SHOWN 01 RE: SHEET E20-10-01 & E, NOTES: 1. THE FIRE ALARM EQUIPMENT SUPPLIER IS RESPONSIBLE FOR PROVIDING ADDITIONAL INDICATING CIRCUITS AS REQUIRED TO PROPERLY OPERATE ALL AUDIOVISUAL DEVICES. 2. ALL WIRING SHALL BE AS RECOMMENDED BY EQUIPMENT MANUFACTURER. ALL WIRING SHALL BE RUN IN CONDUIT. 3. FIRE ALARM RISER DIAGRAM IS SHOWN FOR REFERENCE ONLY. DEVICE LOCATIONS AND QUANTITIES SHALL BE AS SHOWN ON THE FLOOR PLANS. THE FIRE ALARM RISER DIAGRAM DOES NOT NECESSARILY INDICATE THE ACTUAL NUMBER OF ALARM NOTIFICATION APPLIANCE CIRCUITS. THE ACTUAL NUMBER OF APPLIANCE CIRCUITS NECESSARY IS DEPENDENT UPON THE EQUIPMENT MANUFACTURER. 4. PROVIDE COMPLETE FIRE ALARM SYSTEM COMPLYING WITH NFPA 72. 5. PROVIDE SYNCHRONIZATION FOR AREAS WHERE MORE THAN ONE VISIBLE APPLIANCE IS LOCATED. 6. ALL ITEMS SHOWN IN THIN/LIGHT LINEWEIGHT ARE EXISTING TO REMAIN. ALL ITEMS SHOWN IN BOLD/DARK LINEWEIGHT ARE NEW WORK. 7. FIRE ALARM EQUIPMENT VENDOR SHALL CONFIRM EXACT TIE-IN POINT FOR NEW DEVICES. DIAGRAM IS SCHEMATIC IN NATURE. FIRE ALARM RISER NOT TO SCALE MANUFACTURED WIRING SYSTEM CORD MIN #16 GAUGE STRANDED BLACK SJO CORD TO MANUFACTURE[ WIRING SYSTEM CONNECTOR TOP CHORD OF BAR JOIST NOTES: 1. USE A LASER LEVEL TO INSTALL LUMINAIRE LEVEL TO THE FLOOR WITH ROWS IN SQUARE ALIGNMENT AND ALL LUMINAIRES AT SAME HEIGHT. 2. DO NOT EXCEED 50 LBS. LUMINAIRE WEIGHT IF THE BOTTOM CHORD OF JOIST IS UTILIZED AS A MOUNTING POINT. 3. DO NOT SECURE LUMINAIRE, GRIPPLE CABLE OR MOUNTING BRACKETS TO ROOF DECK. LUMINAIRE GRIPPLE MOUNTING DETAIL NOT TO SCALE GRIPPLE #2 SIZE, 10' WITH LOOP AND ADJUSTABLE CONNECTOR GRIPPLE OR EQUIVALENT #2 SIZE Y-STYLE WITH TOGGLES CONSULTING ARCHITECT/ENGINEER PROJECT TITLE CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 MW 25AUG21 ISSUED FOR BID 1 MW 22SEP21 ISSUED FOR PERMIT LICENSEE Michael Wagner, PE State of Florida Professional Engineer License No. 57097 This item has been digitally signed and sealed by Michael Wagner on the date adjacent to the sea]. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. trp�r�lf �LR�rq 'ram zR E N 'q�,RRR * R` o. 57097 R „ "m� ETA E OF tf 70N A) ##itJJ1 CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING ENdh'tt%, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ. NO. 217043.00 DESIGNED BY: KB SCALE: As indicated CHECKED BY: MW SHEET SIZE: 30x42 APPROVED BY: MW DRAWING TITLE ELECTRICAL DETAILS ?k�M';ar 1 S9 is . I ; w "v ` ! 77�k�t DRAWING NUMBER E60-01 PANEL SCHEDULE NOTES 1. ALL ITEMS SHOWN IN THIN/LIGHT LINEWEIGHT ARE EXISTING TO REMAIN OR WORK BY OTHERS. ALL ITEMS SHOWN IN BOLD/DARK LINEWEIGHT ARE NEW WORK. 2. PROVIDE NEW TYPE WRITTEN PANELBOARD DIRECTORIES FOR ALL PANELBOARDS MODIFIED AS PART OF THIS SCOPE OF WORK. LUMINAIRE SCHEDULE TYPE DESCRIPTION LENSIOPTICS MOUNTING MANUFACTURER CATALOG NUMBER INPUT WATTS VOLTAGE REMARKS CLE-D1 18K LUMEN LED 277V 60Hz 5000K COLOR TEMPERATURE 80CRI LED SUSPENDED DIGITAL LUMENS CLE-DI-CE-W-850 150 VA 277 V EXISTING, PROVIDED FOR REFERENCE ONLY. SUSPENDED HIGH BAY FIXTURE CLE-F 24K LUMEN LED 277V 60Hz 5000K COLOR TEMPERATURE 80CRI LED SUSPENDED DIGITAL LUMENS CLE-F1-CE-W-850 150 VA 277 V EXISTING. PROVIDED FOR REFERENCE ONLY. SUSPENDED HIGH BAY FIXTURE DLE-18 18K LUMEN LED 277V 60Hz 5000K COLOR TEMPERATURE 70CRI LED SUSPENDED DIGITAL LUMENS DLE-18-ST-W-750-20-0-20 178 VA 277 V EXISTING. PROVIDED FOR REFERENCE ONLY. SUSPENDED HIGH BAY FIXTURE DLE-24 W LED SUSPENDED HIGH BAY FIXTURE LED SUSPENDED DIGITAL LUMENS DLE-24-ST-W-754 20-0-0-20 232 VA 277 V EXISTING. PROVIDED FOR REFERENCE ONLY. X1 CEILING MOUNTED EXIT SIGN, DOUBLE FACE RED LED UNIVERSAL MOUNT 5 VA 277 V PROVIDE MOUNTING, NUMBER OF FACES, AND ARROWS AS INDICATED ON PLANS PANELBOARD: H2 (EXISTING) BUS RATING: 400 A MOUNTING: SURFACE SUPPLY FROM: MCB SWBD MINIMUM AIC RATING: SEE NOTE 2 MAIN TYPE: MLO - 400 A ENCLOSURE: NEMA 1 LOCATION: Room 07 ACCESSORIES: VOLTAGE: 480/277V 30 4W NOTE CKT DESCRIPTION CONDUCTORS COND AMP P A B C P AMP COND CONDUCTORS DESCRIPTION CKT NOTE 1 WALL PACKS EAST 4fALL / S 20 1 3.88 2.91 K" ,,. 3 15 EX FANS NORTH WALL 2 3 WALL PACKS EAST WALL,' N 20 1 3.88 2.91 4 5 WALL PACKS NORTH W I E 20 1 3.88 2.91 6 7rvALL PACKS NORTHv' CEN 20 1 3.88 0.00 3 15 SPARE 8 9 PARKING LOT LIGHTS 1 NE 50 1 9.70 0.00 10 11 PARKING LOT LIGHTS i N 50 1 z 9.70 0.00 12 13 LIGHTING PHOTO CELL r CO 20 1 3.88 19.40 s . ,• 3 � r 19.40 � .1,00 ,�,3�� TRANSFORMER TI �._ 2 ��AN�SFOte�1ER � � D;' 0�:4 14 - 15 SPARE __ 50 3 0.00 1940 ............... :> $ .? 0.00 16 17 18 19 0.00 2.91 " ..... 1 1 S EXIT EMER. LIGHTS 20 21 WELDING LIGI-IT'S 1 20 1 ...;,.. 3.88 2.91 1 15 EXIT + EMER. LIGHTS 22 1 23 INLINE WATER HEATER IWH•1 2#10, #10G 314" 30 1 5.82 3.88 6.00 5.82 i 30 FORKLIFT LIGHT 24 25 WELD AC 30 3 w 3.88 20 FORKLIFT FAN 01 26 27 5.82 3.88 5.82 28 29 30 31 FORK AC 30 3 5.82 3.88 5.82 - 3.88 ., 5.82 3 3.88 20 VELDING RM EX FAN 32 33 34 35 36 37 LIGHTING AREA B ROW 1 20 1 3.88 0.00 0.00 20 - - SPARE 38 39 LIGHTING AREA B ROW2 20 1 x 3.88 0.00 40 41 LIGHTING AREA B ROW 3 20 1 3.88 42 TOTAL KVA: 60.13 kVA 65.94 kVA 70.98 kVA TOTAL AMPS: 217 A 241 A 259 A LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS EXISTING LOAD 191048 VA 125.00% 238810 VA TOTAL CONNECTED KVA: 197.05 kVA EQUIPMENT - GENERAL 6000 VA 100.00% 6000 VA TOTAL ESTIMATED DEMAND KVA: 244.81 kVA TOTAL CONNECTED CURRENT: 237 A TOTAL ESTIMATED DEMAND CURRENT: 294 A NOTE: VALUES INDICATED FOR EXISTING CONNECTED LOADS IN THE PANEL SCHEDULE ARE BASED ON 70% OF THE TRIP RATING OF THE DEVICE SERVING THE LOAD. ACTUAL LOAD VALUES FOR EXISTING EQUIPMENT ARE UNKNOWN, SINCE THEY WERE NOT AVAILABLE AT THE TIME OF DESIGN. VERIFY PANEL CAPACITY BEFORE ENERGIZING NEW LOAD. NOTE 1: PROVIDE NEW CIRCUIT BREAKER AS INDICATED. NOTE 2: EXISTING PANEL AIC RATING NOT INDICATED ON RECORD DOCUMENTS. CONTRACTOR TO FIELD VERIFY AIC RATING OF EXISTING OVER CURRENT PROTECTION DEVICES AND MATCH FOR NEW OVERCURRENT PROTECTION DEVICE PROVIDED. CONSULTING ARCHITECT/ENGINEER I CLARK, RICHARDSON AND BISKUP CONSULTING ENGINEERS, INC. C � CRB ARCHITECTS -ENGINEERS P.C. 1 GLENLAKE PARKWAY SUITE 600 \ ATLANTA, GA 30328 PHONE: 404-860-1440 FAX: 404-860-1442 L PROJECT TITLE ZEPHYRHILLS LINE 12 REV BY DATE DESCRIPTION 0 MW 25AUG21 ISSUED FOR BID 1 MW 22SEP21 ISSUED FOR PERMIT LICENSEE Michael Wagner, PE State of Florida Professional Engineer i i } � 7 License No. 57097 \' This item has been digitally signed and .. o. 57D97 "a* sealed by Michael Wagner on the date - ° ~- adjacent to the seal. Printed this document -gip>. ETA fE OF,» copies of are not considered signed and sealed and the «�'�' O signature must be verified on any''t70N Ai��i` electronic copies. r fill t CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 CRB CONSULTING E 98RS, INC LICENSE #F96000003389 INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. PROJ, NO. 217043.00 DESIGNED BY: KB SCALE: NONE CHECKED BY: MW SHEET SIZE: 30x42 APPROVED BY: MW DRAWING TITLE ELECTRICAL PANEL SCHEDULE DRAWING NUMBER E70-01