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ABCC P2 - Bldg 1 - 1-P0.0_1CW MAX VELOCITY 8 FPS / HW MAX VELOCITY 5 FPS 1/2"2.6 1 BRANCH PIPE SIZING CHART SIZE MAX GPM HW FIX UNITS MAX GPM 5 5 PSI LOSS PER 100 FEET OF TYPE L COPPER PIPE 2 CW FU FT CW FU FV 3/4" 7 3.311 7 1" 12.9 8.121 24 8 1-1/4" 19.6 19.924.4 78 24 1-1/2" 27.738.9 132 52 2" 48.277.2 293 172 2-1/2" 74.4119 476 306 3" 106.2169.8 844 809 45.1 121.1 247 406.2 GENERAL: CONTRACTOR SHALL COMPLY WITH THE CURRENT LAWS, ORDINANCES, RULES, CODES, AND REGULATIONS OF ALL GOVERNMENTAL AUTHORITIES HAVING JURISDICTION AND THE NATIONAL FIRE PROTECTION ASSOCIATION. THE DRAWINGS SHALL BE CONSIDERED AS DIAGRAMMATIC. ATTENTION IS CALLED TO THE FACT THAT WHILE THE DRAWINGS ARE GENERALLY TO SCALE AND ARE ACCURATE AS THE SCALE WILL PERMIT, ALL IMPORTANT DIMENSIONS SHALL BE DETERMINED IN THE FIELD. THE DRAWINGS DO NOT INDICATE EVERY FITTING, ELBOW, OFFSET, OR SIMILAR COMPONENTS WHICH ARE REQUIRED TO COMPLETE THE WORK. INSTALL ALL PLUMBING EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS' REQUIREMENTS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS. ALL MATERIALS AND EQUIPMENT SHALL BE NEW (UNLESS OTHERWISE INDICATED), AND THE CURRENT MODEL FOR WHICH REPLACEMENT PARTS ARE AVAILABLE. SUBSTITUTIONS WILL ONLY BE ACCEPTED AT THE DISCRETION OF THE ENGINEER. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE. IF THE CONTRACTOR SUBSTITUTES AN EQUAL EQUIPMENT DIFFERENT FROM THE EQUIPMENT SPECIFIED, THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY CHANGES OR INCREASE IN COSTS TO INCLUDING BUT NOT LIMITED TO ELECTRICAL DISTRIBUTION SYSTEMS, STRUCTURAL SUPPORTS, ARCHITECTURAL CHANGES, ETC. TO ACCOMMODATE THE SUBSTITUTED EQUIPMENT. WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE REQUIRED, THE PRODUCT OF ONE MANUFACTURER SHALL BE USED. EXTERIOR PENETRATIONS, INCLUDING BUT NOT LIMITED TO: LOUVERS, WALL CAPS, EXPOSED DUCTWORK, BRICK VENTS, SHALL BE FACTORY COATED TO MATCH BUILDING EXTERIOR FINISH. COLOR SHALL BE APPROVED BY THE ARCHITECT OF RECORD PRIOR TO PURCHASE. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS THAT ARE NOT DEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS AND SHALL HAVE THE APPROVAL OF THE ENGINEER BEFORE BEING INSTALLED. DO NOT SCALE DRAWINGS. PROVIDE EQUIPMENT & MATERIALS SUBMITTALS FOR APPROVAL INDICATING COMPLIANCE WITH CONTRACT REQUIREMENTS. (6) COPIES SHALL BE SUBMITTED TO THE OWNER AND SHALL BE APPROVED PRIOR TO PURCHASE OF SUBMITTED ITEMS. PRODUCT INFORMATION FOR EQUIPMENT SCHEDULED ON THE DRAWINGS SHALL BE SUBMITTED FOR REVIEW. SUBMITTALS SHALL INCLUDE MANUFACTURER AND MODEL NUMBER, SCHEDULE INFORMATION, ELECTRICAL CHARACTERISTICS, ACCESSORIES AND OPTIONS, INSTALLATION INSTRUCTIONS, AND DEVIATIONS FROM REQUIREMENTS. THE SUBMISSION OF A BID OR PROPOSAL WILL BE CONSTRUCTED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND / OR LABOR DUE TO DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED, UNLESS THESE DIFFICULTIES COULD NOT HAVE BEEN FORESEEN EVEN THOUGH PROPER EXAMINATION HAD BEEN MADE. THE CONTRACTOR SHALL WARRANT TO THE OWNER THAT ALL WORK SHALL BE FREE FROM DEFECTS AND WILL CONFORM TO THE CONTRACT DOCUMENTS. THIS WARRANTY SHALL EXTEND NOT LESS THAN ONE YEAR FROM THE DATE OF BENEFICIAL OCCUPANCY FOR WORKMANSHIP AND MATERIALS. PROVIDE A MINIMUM OF THREE SETS OF O&M MANUALS. THE MANUALS SHALL CONSIST OF PRINTED MATERIAL THAT SHALL, AS A MINIMUM, INCLUDE PARTS LISTS FOR INDIVIDUAL COMPONENTS OF EACH PIECE OF EQUIPMENT, MANUFACTURER' NAME AND ADDRESS, LOCATION OF LOCAL PARTS SUPPLIER, MANUFACTURER' PUBLISHED OPERATION AND MAINTENANCE INSTRUCTIONS, DATA SHEETS HIGHLIGHTING EQUIPMENT DESIGNATIONS AND MODEL NUMBERS. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE CONTRACT AREA AND ALL OTHER AREAS USED FOR STORAGE, STAGING, ETC. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, WASHING (AND REPAIRING) GLASS, REMOVING SPOTS AND STAINS, CLEANING ALL FIXTURES AND WASHING ALL FLOORS, WALLS AND CEILINGS (IF APPROPRIATE). PLUMBING: INSTALL ALL PLUMBING EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS' REQUIREMENTS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PAY FOR AND REPAIR ALL DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES UNLESS OTHERWISE INDICATED. COORDINATE CONSTRUCTION OF ALL PLUMBING WORK WITH ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT DOCUMENT DRAWINGS. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING INSULATION IS APPLIED. PROVIDE ACCESS PANELS FOR ALL CONCEALED PLUMBING EQUIPMENT REQUIRING SERVICE, ADJUSTMENT OR SHUT-OFF. TURN OVER ACCESS PANELS TO GENERAL CONTRACTOR FOR INSTALLATION. PROVIDE UL LISTED FIRE PROOFING FOR ALL THRU PENETRATIONS OF PLUMBING SYSTEMS. EXCEPT WHERE OTHERWISE INDICATED ON PLANS, HORIZONTAL WASTE PIPING OCCURS BELOW FINISHED FLOOR. WATER AND VENT PIPING SHALL RUN IN CEILING. RUN ALL SOIL WASTE 4" AND GREATER, AND VENT PIPING WITH 1% MINIMUM GRADE UNLESS OTHERWISE NOTED. RUN ALL SOIL WASTE PIPING SMALLER THAN 4" WITH A MINIMUM 2% GRADE UNLESS OTHERWISE NOTED. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. ELEVATIONS AS SHOWN ON THE DRAWINGS ARE TO THE CENTERLINE OF ALL PRESSURE PIPING AND TO THE INVERT OF ALL GRAVITY PIPING. UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO UNDERSIDE OF STRUCTURE, WITH SPACE FOR INSULATION IF REQUIRED. PROVIDE CLEANOUTS IN SANITARY DRAINAGE SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTION, NEAR THE BASE OF STACKS, EVERY 100 FEET IN HORIZONTAL RUNS AND ELSEWHERE AS INDICATED. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. PLUMBER SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED TO INSTALL OWNER FURNISHED EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. SANITARY WASTE & VENT, AND STORM DRAIN PIPING ABOVE GROUND SHALL BE SCHEDULE 40 PVC WITH SOLVENT JOINTS IF APPROVED BY LOCAL CODE OFFICIAL. CELLULAR CORE PVC IS APPROVED FOR VENT PIPING ONLY. PVC PIPING SHALL NOT BE INSTALLED IN RETURN AIR PLENUMS. SANITARY WASTE & STORM DRAIN PIPING BELOW GROUND SHALL BE SCHEDULE 40 DWV PVC WITH SOLVENT-WELD JOINTS. DOMESTIC WATER PIPING SHALL BE TYPE 'L" HARD DRAWN COPPER TUBING IN ACCORDANCE WITH ASTM B88 AND FEDERAL SPECIFICATION WWT-799. FOR PIPE SIZES 2" AND SMALLER, SCH. 40 CPVC IS AN ACCEPTABLE DEDUCTIVE ALTERNATE AND FOR PIPE SIZES 2-1/2" AND LARGER SCH. 80 CPVC IS AN ACCEPTABLE DEDUCTIVE ALTERNATE. DOMESTIC WATER FITTINGS SHALL BE SOLDER JOINT COPPER FITTINGS MEETING ASTM B16.18 OR B16.22 WITH SOLDER TYPE JOINTS CONSISTING OF 95% TIN AND 5% ANTIMONY. SCHEDULE 40/80 SOCKET TYPE CPVC FITTINGS MEETING ASTME F-439 AND F-411 WITH SOLVENT CEMENT AND PRIMER JOINTS, ASTM F-493 ARE AN ACCEPTABLE DEDUCTIVE ALTERNATE. TEST ALL WATER PIPING AT A HYDROSTATIC PRESSURE OF 125 PSIG AND HOLD FOR 24 HRS. TEST DRAINAGE AND VENT PIPING AT TEN FT OF WATER COLUMN. DOMESTIC WATER PIPE INSULATION SHALL BE AP/ARMAFLEX 25/50 RATED TUBES FLEXIBLE ELASTOMERIC INSULATION CONFORMING TO ASTM C 534, TYPE I AND II - GRADE 1. ALL HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH THE 2020 FPC SECTION 607.5 AND THE 2018 IECC C404.4. BOTH INLET AND OUTLET PIPING OF A STORAGE WATER HEATER OR HEATED WATER STORAGE TANK, THE FIRST 8 FEET OF PIPING SHALL BE INSULATED. DOMESTIC WATER SHUTOFF VALVES SHALL BE JOMAR MODEL T-100 OR EQUAL. ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. ALL CLEANOUTS SHALL BE FULL SIZE OF PIPE FOR PIPE SIZES 6 INCHES AND SMALLER AND SHALL BE 6 INCHES FOR PIPE SIZES LAGER THAN 6 INCHES. PROVIDE ALL PLUMBING FIXTURES AND EQUIPMENT WITH ACCESSIBLE STOPS. ALL PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF ALL RISERS AND LOW POINTS. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN LINE WHERE PIPE SIZE CHANGES. PROVIDE HIGH POINT VENTS ON ALL DOMESTIC WATER SYSTEMS. PROVIDE FIREPROOF FLASHING AROUND ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS. PLUMBING PIPING SHALL NOT BE INSTALLED IN ELECTRICAL ROOMS, CLOSETS, TELEPHONE ROOMS, OR ELEVATOR EQUIPMENT ROOMS EXCEPT PIPING SERVING THAT SPECIFIC ROOM. GENERAL NOTES CONSTRUCTION DOCUMENTS ARE BASED UPON A FIELD EXAMINATION OF THE SITE AND AVAILABLE EXISTING BUILDING PLANS, AND THEREFORE, MAY NOT INDICATE ALL EXISTING ITEMS AND SITE CONDITIONS. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE WORK AREAS AND SCOPE OF WORK OF THE PROJECT PRIOR TO BID. ADDITIONALLY, PRIOR TO THE ORDERING OR PURCHASING OF ANY EQUIPMENT OR MATERIALS AND PRIOR TO THE INSTALLATION OF ANY NEW WORK, THE CONTRACTOR SHALL EXAMINE THE PREMISES OF WHERE THE WORK WILL BE DONE AND VERIFY IF EXISTING CONDITIONS WILL IN ANY MANNER AFFECT THE WORK UNDER THIS CONTRACT. ANY EXISTING CONDITIONS WHICH ARE APPARENT OR COULD BE REASONABLY INFERRED FROM A VISIT TO THE SITE SHALL NOT BE THE BASIS FOR A CHANGE IN THE CONTRACT AMOUNT. VERIFY EXISTING LOCATIONS OF EQUIPMENT, PIPING, AND SYSTEM COMPONENTS PRIOR TO DEMOLITION. IF EXISTING CONDITIONS ARE DIFFERENT THAN WHAT IS INDICATED ON THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER/ARCHITECT PRIOR TO PROCEEDING WITH WORK. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS NEEDED TO REMOVE EXISTING EQUIPMENT, PIPING, ETC. NOT REQUIRED FOR THE PROPER OPERATION OF THE NEW SYSTEMS OR EXISTING TO REMAIN SYSTEMS. REMOVAL WILL BE CONSISTENT WITH THE FINAL CONFIGURATION OF THE SYSTEMS INDICATED ON THE NEW WORK PLANS. ALL ITEMS THAT ARE DEMOLISHED OR DAMAGED SHALL BECOME THE PROPERTY OF THE CONTRACTOR UPON REMOVAL. THE MATERIALS SHALL BE REMOVED IMMEDIATELY FROM THE SITE AND SHALL NOT BE REUSED. DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS. PRIOR TO REMOVAL OF ANY EQUIPMENT ASSURE THAT ANY ASSOCIATED POWER, GAS, AND CONTROL WIRING HAS BEEN SAFELY DISCONNECTED. PROTECT OPENINGS OF PIPING, CONDUIT, ETC. FROM ENTRANCE OF FOREIGN MATERIALS AT ALL TIMES DURING CONSTRUCTION. UNLESS SPECIFICALLY NOTED TO BE REMOVED, EXISTING EQUIPMENT, PIPING, ETC. IS TO REMAIN. EXISTING ITEMS TO REMAIN AND EXISTING BUILDING SURFACES SHALL BE ADEQUATELY PROTECTED FROM DEMOLITION AND NEW CONSTRUCTION WORK, AS NEEDED. ANY ITEMS DAMAGED SHALL BE ADEQUATELY CLEANED OR REPLACED TO THE OWNER'S SATISFACTION TO ORIGINAL CONDITION BEFORE CONSTRUCTION. PATCH ANY HOLES IN STRUCTURE CREATED BY REMOVAL OF PIPING, CONDUITS, ETC. ABANDONED ITEMS, ANCHORS, INSERTS, PIPE STUBS, AND OTHER SIMILAR PROJECTIONS NOT BEING CONCEALED BY NEW CONSTRUCTION SHALL BE REMOVED TO A MINIMUM OF 1” BELOW THE ADJACENT FINISHED SURFACE AND THE DISTURBED AREA PATCHED. REINSULATE PIPING WHERE EXISTING INSULATED PIPING IS ALTERED, CAPPED, ETC. WITH NEW INSULATION MATERIALS THAT MATCH THE EXISTING INSULATION MATERIALS AND R-VALUES. WHERE TEMPORARY SHUTDOWN OF SERVICES IS NEEDED FOR AREAS THAT WILL BE OCCUPIED DURING CONSTRUCTION, THE SHUTDOWN SHALL BE CLOSELY COORDINATED WITH OWNER. ARRANGE WORK TO ASSURE THAT ANY SHUTDOWN OF SERVICES TIME IS AS MINIMAL AS POSSIBLE. DEMOLITION GENERAL NOTES GENERAL A/C ABOVE CEILING GPM GALLONS PER MINUTE ADA AMERICANS WITH DISABILITIES ACT GV GREASE WASTE VENT AAV AIR ADMITTANCE VALVE GW GREASE WASTE AFF ABOVE FINISHED FLOOR H HEIGHT A/G ABOVE GRADE HAP HIGH AS POSSIBLE ARCH ARCHITECTURAL HP HORSEPOWER AWT AVERAGE WATER TEMPERATURE HW HOT WATER BFF BELOW FINISHED FLOOR HZ HERTZ B/G BELOW GRADE IN INCH OR INCHES B/J BELOW JOIST KW KILOWATT B/S BELOW SLAB L LAVATORY OR LENGTH (AS APPLICABLE) BLDG BUILDING LBS POUNDS BTUH BRITISH THERMAL UNITS PER HOUR LWT LEAVING WATER TEMPERATURE CA COMPRESSED AIR MAX MAXIMUM CFCI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED MBH ONE THOUSAND BTU'S PER HOUR CFM CUBIC FEET PER MINUTE MECH MECHANICAL CLNG CEILING MFR MANUFACTURER CO CLEANOUT MIN MINIMUM CONC CONCRETE, CONCENTRIC MHP MOTOR HORSEPOWER COND CONDENSATE NG NATURAL GAS CTRL CONTROL NIC NOT IN CONTRACT CW COLD WATER NO NUMBER D DRAIN NTS NOT TO SCALE DCW DOMESTIC COLD WATER OC ON CENTER DEG DEGREE OFCI OWNER FURNISHED CONTRACTOR INSTALLED DEMO DEMOLITION PC PUMPED CONDENSATE DHW DOMESTIC HOT WATER PD PRESSURE DROP DHWR DOMESTIC HOT WATER RETURN PH PHASE DIA DIAMETER PLBG PLUMBING DN DOWN PSI POUNDS PER SQUARE INCH DWG DRAWING R RADIUS (E)EXISTING RD ROOF DRAIN EA EACH RPM REVOLUTIONS PER MINUTE EER ENERGY EFFICIENCY RATING S, SAN SANITARY EFF EFFICIENCY SD, ST STORM DRAINAGE (ER)EXISTING TO BE REMOVED SP STATIC PRESSURE ERD EMERGENCY ROOF DRAIN SS STAINLESS STEEL (ERR)EXISTING TO BE REMOVED AND RELOCATED T, TEMP TEMPERATURE EWT ENTERING WATER TEMPERATURE TYP TYPICAL °F DEGREES FAHRENHEIT UL UNDERWRITER'S LABORATORIES FCW FILTERED DOMESTIC COLD WATER UON UNLESS OTHERWISE NOTED FCO FLOOR CLEANOUT V VENT OR VOLTS (AS APPLICABLE) FCV FLOW CONTROL VALVE VIF VERIFY IN FIELD FD FLOOR DRAIN W WASTE FFE FINISHED FLOOR ELEVATION W/WITH FPM FEET PER MINUTE WC WATER CLOSET FT FOOT OR FEET WG WATER GAUGE FW FORCED WASTE WH WATER HEATER FSD FORCED STORM DRAINAGE WPD WATER PRESSURE DROP GA GAUGE Ø DIAMETER GAL GALLONS &AND GCO GRADE CLEANOUT %PERCENTAGE LEGEND VENT PIPING DOMESTIC HOT WATER PIPING DOMESTIC COLD WATER PIPING V DHW DCW STORM DRAINAGE PIPINGSD DOMESTIC HOT WATER RETICULATION PIPINGDHWR SOIL, WASTE, OR SANITARY PIPINGS FORCED/PUMPED SOIL, WASTE, OR SANITARY PIPINGFW PIPE ELBOW DOWN PIPE ELBOW UP MANUAL ISOLATION VALVE CHECK VALVE PRESSURE REGULATING VALVE UNION CAPPED PIPE MOTORIZED CONTROL VALVEM TEE DOWN TEE UP STRAINER WITH BLOWDOWN VALVE STRAINER PUMP PTRAP, PLAN VIEW SQUARE FLOOR DRAIN WITH PTRAP, PLAN VIEW HUB DRAIN, PLAN VIEW FLOOR CLEANOUT, PLAN VIEW ROOF DRAIN, PLAN VIEW CLEANOUT PLUG OR WALL CLEANOUT PTRAP, RISER DIAGRAM SANITARY BRANCH RD FCO HD FD CO, WCO ROUND FLOOR DRAIN WITH PTRAP, PLAN VIEWFD BALANCING VALVE RISER DESIGNATION KEYED NOTE ABBREVIATIONS SHUT OFF VALVE X X GASG FLOOR SINKFS 4197 Pleasant Hill Rd, Suite 200 Duluth, GA 30096 (p) 770.622.2270 (f) 770.622.2271 Consulting Engineers PROFESSIONA L E N GIN EERNo. 63377J STATE OF L I CENS E FLOR I D A U S T I N B TRA C YDRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 FOR CONSTRUCTION 4 10-31-23 PHASE 2 100% CD 12" = 1'-0" 1-P0.0PLUMBING LEGENDS AND NOTES2022-352 CAT 07-14-23 ADDENDUM#1