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Knights Fire protectionGENERAL NOTES FIRE PROTECTION LEGEND AND ABBREVIATIONS ARCHITECT PITMAN & WARDLEY 1 ALL NEW FIRE PROTECTION SYSTEMS SHALL BE SEISMICALLY BRACED, ACCORDING TO THE APPLICABLE SECTIONS OF THE MASSACHUSETTS STATE BUILDING CODE, AND NFPA-13 LATEST ACCEPTED EDITIONS. 2. ALL FIRE PROTECTION SYSTEMS, EQUIPMENT AND PIPING SHALL BE DESIGNED, INSTALLED AND TESTED BY A SPRINKLER CONTRACTOR LICENSED AND EXPERIENCED IN THE STATE OF MASSACHUSETTS IN THE DESIGN, INSTALLATION, AND TESTING OF SPRINKLER SYSTEMS. 3. ALL WORK PERFORMED SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND NFPA-13 LATEST ACCEPTED EDITIONS, AS WELL AS ALL RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. 4. ALL PIPING SHALL BE RUN CONCEALED AND ABOVE CEILING, UNLESS OTHERWISE NOTED. CARE SHALL BE TAKEN TO RUN ALL PIPING AS TIGHT TO CEILING AND WALLS AS POSSIBLE. ALL PIPING SHALL FOLLOW THE BUILDING LINES AND SHALL RUN PARALLEL TO WALL IN A NEAT MANNER. 5. CONTRACTOR SHALL PROVIDE FIRESTOPPING FOR ALL PENETRATIONS THRU FIRE WALLS AND FIRE RATED SEPARATIONS. 6. ALL SPRINKLER PIPING AND HEADS ARE SHOWN DIAGRAMMATICALLY. ALL SPRINKLER HEADS SHALL BE INSTALLED SYMMETRICALLY AND HARMONIOUSLY IN ALIGNMENT. CONTRACTOR SHALL COORDINATE WITH EXISTING CONDITIONS BEFORE WORK BEGINS TO ENSURE THAT NO INTERFERENCES EXIST AND THAT ALL COMPONENTS OF THE SPRINKLER SYSTEM WILL FIT INTO THE SPACE. 7. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL EXISTING CONDITIONS FOR LOCATIONS OF DUCTWORK, DIFFUSERS, AND LIGHT FIXTURES. CONTRACTOR SHALL COORDINATE WITH THE EXISTING BUILDING CONDITIONS FOR CEILINGS, CEILING SPACES, AND ROOMS. 8. CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL SCAFFOLDING, HOISTING EQUIPMENT, AND DERRICKS NECESSARY FOR INSTALLATION OF WORK. 9. THE DRAWINGS ARE FOR PRICING PURPOSES ONLY. THE CONTRACTOR SHALL PRODUCE A COMPLETE SET OF WORKING FIRE PROTECTION DRAWINGS IN ACCORDANCE WITH MASSACHUSETTS STATE BUILDING CODE AND NFPA-13, LATEST ACCEPTED EDITIONS. THE SYSTEM SHALL BE HYDRAULICALLY CALCULATED PER THE DESIGN CRITERIA REQUIRED BY MASSACHUSETTS STATE BUILDING CODE. ALL DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY THE CONTRACTOR'S REGISTERED FIRE PROTECTION ENGINEER, AND SHALL BE SUBMITTED TO THE LOCAL FIRE DEPARTMENT FOR APPROVAL. THIS SHALL BE DONE PRIOR TO THE COMMENCEMENT OF ANY SPRINKLER WORK. 10. AN ADDITIONAL SET OF STAMPED FIRE PROTECTION DRAWINGS AND CALCULATIONS AS DESCRIBED ABOVE SHALL BE SUBMITTED TO THE OWNERS FOR APPROVAL THIS SHALL BE DONE PRIOR TO THE COMMENCEMENT OF ANY SPRINKLER WORK. 11. WRITTEN APPROVAL OF THE SPRINKLER CONTRACTOR'S SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE OBTAINED FROM THE LOCAL FIRE DEPARTMENT AND THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. 12. THE DRAWINGS ARE NOT INTENDED TO SHOW EXACT SPRINKLER HEAD LOCATIONS, NUMBER OF SPRINKLER HEADS, OR THE EXACT ROUTING OF PIPING. THIS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR ALL CEILING TYPES. 13. SPRINKLER CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING IN ORDER TO ACCOMMODATE THE SPRINKLER WORK. 14. THE CONTRACTOR SHALL MAKE REASONABLE CHANGES TO THE SPRINKLER HEAD LOCATIONS AND SPRINKLER PIPE ROUTES, AS A RESULT OF COORDINATION WITH THE EXISTING CONDITIONS IN THE BUILDING AND NEW CEILINGS AT NO EXTRA COST. 15. THE TERM "CONTRACTOR" SHALL MEAN "SPRINKLER CONTRACTOR". 16. PROVIDE WIRE CAGE GUARD PROTECTION FOR ALL SPRINKLER HEADS INSTALLED WITHIN 8'-0" OFF THE FLOOR. 17. THE CONTRACTOR SHALL PROVIDE A FIRE DEPARTMENT PERSONNEL STAFFED "FIRE WATCH" DURING ALL WELDING OPERATIONS. 18. ALL MATERIALS AND EQUIPMENT USED FOR FIRE PROTECTION SYSTEMS SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION SERVICE, AND SHALL BE RATED AT 175 PSI WORKING PRESSURE. 19. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL FIRE DEPARTMENT FOR TESTING AND ACCEPTANCE OF ALL SPRINKLER WORK. THE CONTRACTOR SHALL FIX ANY DEFICIENCY FOUND DURING TESTING AND SHALL RETEST ALL SPRINKLER SYSTEMS UNTIL THE ENTIRE SYSTEM IS ACCEPTED BY THE LOCAL FIRE DEPARTMENT, AT NO ADDITIONAL COST TO THE CONTRACT. 20. THE CONTRACTOR SHALL TEST AND FLUSH ALL SPRINKLER SYSTEMS IN ACCORDANCE WITH NFPA-13 & NFPA-25, AND SHALL PROVIDE FLUSHING AND TESTING REPORTS IN ACCORDANCE WITH NFPA-13 & NFPA-25, AND SHALL SUBMIT THESE REPORTS TO THE LOCAL FIRE DEPARTMENT PRIOR TO FINAL ACCEPTANCE OF THE SPRINKLER SYSTEMS. 21. THE DRAWINGS ARE NOT INTENDED TO SHOW ALL LOCATIONS WHERE FIRE RATED SLEEVES, SEALS OR CORE DRILLING WILL BE REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO COORDINATE WITH THE OWNER FOR LOCATIONS OF ALL FIRE RATED WALLS AND FLOORS AND TO DETERMINE THE LOCATIONS OF ALL FIRE RATED SLEEVES, SEALS AND CORE DRILLING. 22. IT SHALL BE THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO SELECT ALL DESIGN AREAS AND DESIGN DENSITIES AS WELL AS THE NUMBER OF SPRINKLER HEADS IN ALL AREAS OF OPERATION THAT WILL BE USED TO CREATE THE SPRINKLER CONTRACTOR'S SHOP DRAWINGS, AND HYDRAULIC CALCULATIONS. ALL DESIGN AREAS, DESIGN DENSITIES AND THE NUMBER OF OPERATING SPRINKLER HEADS SHALL BE SELECTED BY THE SPRINKLER CONTRACTOR IN ACCORDANCE WITH NFPA-13. 23. THE DRAWINGS ARE NOT INTENDED TO SHOW ALL CEILING CONDITIONS, LIGHT FIXTURES, HVAC DIFFUSER, MOLDING, SOFFITS OR ANY OTHER EXISTING FIXTURES OR EQUIPMENT IN THE CEILINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING A SURVEY OF ALL LIGHT FIXTURES, HVAC DIFFUSERS, MOLDING, SOFFITS, AND ALL OTHER FIXTURES OR EQUIPMENT IN THE CEILINGS AND SHALL INDICATE THESE CONDITIONS ON THE SPRINKLER SYSTEM SHOP DRAWINGS. THE CONTRACTOR SHALL USE THIS SURVEY INFORMATION TO LOCATE HEADS IN THE EXISTING BUILDING AND TO CREATE THE SPRINKLER SYSTEM SHOP DRAWINGS. PRIOR TO THE CREATING OF THE SPRINKLER SYSTEM SHOP DRAWINGS, THE CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL DRAWINGS TO VERY THE EXISTING CEILING CONDITIONS. 24. MODIFICATIONS TO THE SPRINKLER DESIGN SHOWN ON THESE PLANS SHALL BE MADE BY THE SPRINKLER CONTRACTOR AS REQUIRED BY THE ACTUAL EXISTING CONDITIONS, AND AT NO EXTRA COST TO THE CONTRACT. 25. PRIOR TO THE CREATION OF THE SPRINKLER CONTRACTOR'S SHOP DRAWINGS, THE SPRINKLER CONTRACTOR SHALL COORDINATE A SITE MEETING AT THE SPACE REQUIRING NEW FIRE PROTECTION SYSTEMS AND SHALL WALK THRU THE BUILDING WITH THE G.C. AND/OR OWNER TO DETERMINE THE EXACT ROUTING OF ALL SPRINKLER PIPING. THE SPRINKLER CONTRACTOR SHALL SURVEY ALL ROOMS AND SPACES IN EACH BUILDING INCLUDING CONCEALED SPACES IN ORDER TO DETERMINE THE EXACT ROUTE OF ALL SPRINKLER PIPING AND THE LOCATIONS OF ALL SPRINKLER HEADS. 26. THE DRAWINGS ARE NOT INTENDED TO SHOW EXACT BUILDING CONDITIONS. THE SPRINKLER CONTRACTOR SHALL USE THE FLOORS PLANS AS GENERAL REFERENCE ONLY. AS PART OF THE CREATION OF THE SPRINKLER CONTRACTOR'S SHOP DRAWINGS, THE SPRINKLER CONTRACTOR SHALL SURVEY THE BUILDING AND SHALL VERIFY THE EXACT ARCHITECTURAL CONDITIONS. THE SPRINKLER CONTRACTOR SHALL ALTER THE FLOOR PLANS AS REQUIRED TO ACCURATELY DEPICT THE ACTUAL EXISTING ARCHITECTURAL CONDITIONS IN THE BUILDING. THIS SHALL BE DONE PRIOR TO THE COMMENCEMENT OF ANY SPRINKLER DESIGN WORK. 27. THE SPRINKLER CONTRACTOR SHALL USE THIS SURVEY INFORMATION TO DETERMINE THE ACTUAL SCOPE OF WORK IN THE SPACE AND TO DETERMINE EXACTLY HOW THE EXISTING SPRINKLER SYSTEMS WILL BE MODIFIED IN ORDER TO ENSURE THAT THE EXISTING SPRINKLER SYSTEMS ARE CODE COMPLIANT WITH THE NEW ARCHITECTURAL WORK. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL OF THE MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEMS IN COORDINATION WITH THE NEW ARCHITECTURAL WORK AS INDICATED ON THE ARCHITECTURAL DRAWINGS. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHERE EXISTING SPRINKLER HEADS WILL NEED TO BE RE REMOVED AND/OR RELOCATED, WHERE NEW SPRINKLER HEADS WILL BE REQUIRED, THE SPRINKLER HEADS WILL BE CONNECTED TO THE EXISTING SPRINKLER PIPING. 28. THE CONTRACTOR SHALL PAY ALL FEES, OBTAIN ALL PERMITS AND APPROVALS, AND SHALL FURNISH ALL LABOR AND MATERIALS NEEDED FOR THE COMPLETE INSTALLATION OF ALL FIRE PROTECTION SYSTEMS SHOWN ON THE PLANS. 29. PRIOR TO BID, THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS AND THE ARCHITECTURAL AND FIRE PROTECTION DRAWINGS, AND ALL CONDITIONS THAT THE SPRINKLER WORK SHALL BE INSTALLED. ANY APPARENT DISCREPANCY IN THE DRAWINGS AND EXISTING OR PROPOSED CONDITIONS SHALL BE SUBMITTED TO THE ARCHITECT IN WRITING. FAILURE OF THE CONTRACTOR TO FAMILIARIZE THEMSELVES WITH ALL ASPECT OF THE PROJECT SHALL NOT BE GROUNDS FOR EXTRA COSTS TO THE CONTRACT. 30. THE CONTRACTOR SHALL COORDINATE WITH THE PROPERTY OWNER AND THE LOCAL FIRE DEPARTMENT FOR THE SHUTTING DOWN AND DRAINING OF ALL EXISTING SPRINKLER SYSTEM IN ORDER TO PERFORM THE WORK. THE CONTRACTOR SHALL PROVIDE A FIRE DEPARTMENT PERSONNEL STAFFED "FIRE WATCH" FOR THE DURATION OF THE WORK, AND AS REQUIRED BY THE LOCAL FIRE DEPARTMENT. UPON COMPLETION AND ACCEPTANCE OF THE SPRINKLER SYSTEM WORK, THE SPRINKLER CONTRACTOR SHALL BRING THE EXISTING SPRINKLER SYSTEM BACK INTO SERVICE. 31. THE CONTRACTOR SHALL ISOLATE THE EXISTING SPRINKLER SYSTEM IN THE SMALLEST AREA POSSIBLE AROUND THE AREA OF WORK. THIS SHALL BE DONE BY CLOSING EXISTING ISOLATION AND ZONE VALVES. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND IN THE FIELD FOR THE LOCATIONS OF THE EXISTING SPRINKLER SYSTEM ISOLATION VALVES. THE EXISTING BUILDING SPRINKLER SYSTEMS SHALL REMAIN ACTIVE DURING THE WORK AS MUCH AS POSSIBLE. 32. THE SPRINKLER CONTRACTOR SHALL CONDUCT A NEW HYDRANT FLOW TEST IN ORDER TO OBTAIN CURRENT FLOW AND PRESSURE DATA. THE TEST SHALL BE PERFORMED PER NFPA-20, NFPA-25 AND ALL APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL USE THIS NEWLY OBTAINED DATA TO PERFORM HYDRAULIC CALCULATIONS FOR THE SPRINKLER SYSTEM SHOP DRAWINGS. HYDRAULIC CALCULATIONS SHALL BE STAMPED AND SIGNED BY THE CONTRACTOR'S FIRE PROTECTION ENGINEER, AND SHALL BE SUBMITTED WITH THE SPRINKLER SYSTEM SHOP DRAWINGS TO THE LOCAL FIRE DEPARTMENT AND OWNER INSURANCE AUTHORITY FOR FINAL APPROVAL. THIS SHALL BE DONE PRIOR THE COMMENCEMENT OF ANY SPRINKLER WORK. A COPY OF THE FLOW TEST SHALL BE PROVIDED TO THE OWNER, AND THE ENGINEER. 33. THE SPRINKLER CONTRACTOR SHALL PROVIDE ALL LABORS, MATERIALS, TOOLS, EQUIPMENT AND SHALL PAY ALL FEES AND PERFORM ALL COORDINATION WITH LOCAL WATER AUTHORITY, FIRE DEPARTMENT AND OWNER, THAT IS REQUIRED FOR THE CONDUCTING OF THE NEW FLOW TEST. SPR SD FSP SPR SD FSP ETR RE FDC FCVA CAP WET SPRINKLER PIPING SPRINKLER DRAIN PIPING WET STANDPIPE PIPING EXISTING TO REMAIN REMOVE EXISTING FIRE DEPARTMENT CONNECTION FLOOR CONTROL VALVE ASSEMBLY O EXISTING SPRINKLER X REMOVE EXISTING SPRINKLER O UPRIGHT SPRINKLER • PENDENT SPRINKLER REFER TO SPRINKLER SCHEDULE FOR TYPE ELBOW UP OR RISE ELBOW DOWN OR DROP ALARM CHECK VALVE CHECK VALVE AREA OF DEMOLITION HYDRAULIC CALCULATION NODE KEYNOTE DESIGNATION / DRAWING KEYNOTE - DETAIL DESIGNATION NUMBER DRAWING NUMBER GENERAL SPECIFICATION ARCH AFF CLG CONT CTE DCV DR DS DWG EC ELEC ETBR ETR FCV FFE FT GC GPM MIN MAX NFPA NIC NTS OED PC RE SPR WS ARCHITECT ABOVE FINISHED FLOOR CEILING CONTINUATION CONNECT TO EXISTING DOUBLE CHECK VALVE ASSEMBLY DRINKING FOUNTAIN DRY SYSTEM DRAWING ELECTRICAL CONTRACTOR ELECTRICAL EXISTING TO BE REMOVED EXISTING TO REMAIN FLOOR CONTROL VALVE ASSEMBLY FINISHED FLOOR ELEVATION FOOT/FEET GENERAL CONTRACTOR GALLON PER MINUTE MINIMUM MAXIMUM NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NOT TO SCALE OPEN-END DRAIN PLUMBING CONTRACTOR REMOVE EXISTING SPRINKLER PIPING WET SYSTEM RECESSED PENDENT AND UPRIGHT SPRINKLER HEADS SHALL BE QUICK RESPONSE, BRASS/CHROME FINISH, Y"ORIFICE, 5.6K FACTOR. TEMPERATURE RATINGS OF THE SPRINKLER HEADS SHALL BE IN ACCORDANCE WITH NFPA-13. ALL NEW SPRINKLER HEADS, PIPING AND FITTINGS SHALL BE UL LISTED AND FM APPROVED, AND SHALL BE RATED AT 175 PSI WORKING PRESSURE. SPRINKLER HEADS SHALL BE BY VIKING, TYCO, RELIABLE, OR APPROVED EQUAL. ALL ABOVE GROUND PIPING 2-INCH AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED FITTINGS. ALL ABOVE GROUND PIPING LARGER THAN 2-INCH SHALL BE SCHEDULE 10 BLACK STEEL WITH GROOVED FITTINGS. ALL DRAIN PIPING SHALL BE SCHEDULE 40 HOT DIPPED GALVANIZED WITH THREADED FITTINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING ALL CEILINGS AND WALL AS REQUIRED FOR INSTALLATION OF SPRINKLER SYSTEMS. ALL CEILINGS AND WALLS SHALL BE PATCHED TO THE OWNER / ARCHITECT'S SATISFACTION. 5. ALL HANGERS SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE. ALL HANGERS AND RODS SHALL BE HOT DIPPED GALVANIZED. BAND TYPE HANGERS SHALL BE USED FOR SIZES 3-INCH AND SMALLER. CLEVIS TYPE HANGERS SHALL BE USED FOR PIPE SIZES 4-INCH AND LARGER. RODS SIZES SHALL CONFORM TO NFPA-13 REQUIREMENTS. 6. ALL SPRINKLER WORK SHALL BE TESTED IN ACCORDANCE WITH NFPA 13 LATEST ACCEPTED EDITION. THE TEST SHALL BE WITNESSED BY THE LOCAL FIRE DEPARTMENT, THE OWNER REPRESENTATIVE, THE OWNER'S INSURANCE AUTHORITY. THE CONTRACTOR SHALL PROVIDE THE EQUIPMENT, COORDINATION AND NOTIFICATION OF ALL APPLICABLE AUTHORITIES FOR THE SPRINKLER PIPING TEST. 7. ALL FIRE PROTECTION SYSTEMS AND EQUIPMENT SHALL BE BY VIKING, GRINNEL OR VICTAULIC. 8. ALL WATERTIGHT SLEEVES, AND FIRE RATED SLEEVES SHALL BE BY LINKSEAL. ALL SLEEVES SHALL BE GALVANIZED STEEL FOR OUTDOOR OR UNDERGROUND APPLICATIONS, AND BLACK STEEL FOR INDOOR APPLICATIONS. 9. ALL SPRINKLER SYSTEMS SHALL BE DESIGNED, INSTALLED IN ACCORDANCE WITH NFPA-13 LATEST ACCEPTED EDITION. 10. ALL SPRINKLER HEADS SHALL BE LOCATED IN THE CENTER OF THE CEILING TILES WHERE TILES ARE USED. COORDINATE WITH ARCHITECTURAL PLANS, FOR ALL CEILING TYPES AND CONDITIONS, AND OTHER TRADES, SYMBOL TYPE SPRINKLER SCHEDULE MODEL FINISH AND TEMPERATURE 0 UPRIGHT • RECESSED PENDENT TYCO TY-FRB TYCO TY-FRB • CONCEALED PENDENT • (O1 CONCEALED PENDENT CONCEALED COMBUSTIBLE TYCO RESIDENTIAL LFII TYCO RFII TYCO CC2 CHROME 155'F CHROME 155'F WHITE 160'F K-FACTOR 5.6 5.6 LOCATION AREAS W/ UNFINISHED CEILINGS NON -DWELLING AREAS W/ FINISHED CEIUNGS 4.9 DWELLING UNITS COORDINATE FINISH WITH ARCHITECT 155'F CHROME 155'F 5.6 4.2 AREAS W/ DECORATIVE CEILINGS CONCEALED COMBUSTIBLE SPACES ASSOCIATES LLC. ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM, MASSACHUSETTS 01970 978-744-8982 PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET BEVERLY, MASSACHUSETTS 101915 PROJECT TEAM GENERAL CONTRACTOR THOMAS BERUBE CONTRACTING INC. 67 WALLIS STREET BEVERLY, MASSACHUSETTS 101915 978-927-2099 CIVIL ENGINEER THE MORIN-CAMERON GROUP 66 ELM STREET DANVERS, MASSACHUSETTS 01923 978-777-8586 STRUCTURAL ENGINEER MCBRIE, LLC 160 SYLVAN STREET DANVERS, MASSACHUSETTS 01983 978-646-0097 MECHANICAL ENGINEER BLW ENGINEERS 311 GREAT ROAD, PO BOX 1551 LITTLETON, MASSACHUSETTS 01460 978-486-4301 LANDSCAPE ARCHITECT RADNER DESIGN ASSOCIATES, INC. 945 CONCORD STREET, SUITE 100 FRAMINGHAM, MASSACHUSETTS 101701 508-736-6144 z 0 N. �zo .:3) 0 w cv 0 2 o WOE �� aWo aW �W � c � aWv� (J)= < 6 0 < 0 CO aga o Z� 2- cl3 2 g w WJpC >J � R w Za scan i$ FIRE PROTECTION LEGEND, NOTES and SCHEDULES DRAWN BY PLUMB CHECKED BY PLUMB REVISIONS DATE SHEET NUMBER FP0.1 © Pitman & Wardley Associates LLC. 2018 ARCHITECT FIRE PROTECTION SERVICE PRESSURE GAUGE (TYPICAL) SUPERVISED OS&Y GATE VALVE (TYPICAL) DOUBLE CHECK VALVE ASSEMBLY WITH STAINLESS STEEL BODY TEST COCK (TYPICAL) SEE NOTE 2 FINISH FLOOR NOTES: 1. SUPPORT PIPING AND FITTINGS AS REQUIRED TO CONFORM TO MANUFACTURERS REQUIREMENTS. 2. INSTALL DCVA 3'-0" TO 4'-0" AFF WITH CLEAR SPACE OF 3'-0" IN FRONT, 1'-0" AT EACH END, AND 1'-0" FROM WALL (MINIMUM). °DOUBLE CHECK VALVE ASSEMBLY (DCVA) NOT TO SCALE 6" STANDPIPE / SPRINKLER RISER EXPOSED IN STAIR 2" SPRINKLER DRAIN RISER EXPOSED IN STAIR BUTTERFLY VALVE WITH TAMPER SWITCH L �o NOTE: 0 I ) of o L r 2" 0 FINISH FLOOR WET ACV KEYNOTES 1. WET ALARM CHECK VALVE. 2. STREET SUPPLY. 3. SUPPLY FROM FIRE DEPARTMENT CONNECTION. 4 1 1/4" MAIN DRAIN VALVE (NORMALLY CLOSED). 5. CHECK VALVE. 6. SUPERVISED OS&Y GATE OR BUTTERFLY VALVE. 7. PRESSURE GAUGE. 8. PRESSURE SWITCH. 9. FLOW SWITCH. 10. NOT USED. 11. SUPPLY TO WET STANDPIPE/SPRINKLER SYSTEMS. 12. SPRINKLER DRAIN FROM ADDITIONAL VALVES. 13. SPRINKLER DRAIN PIPING TO BUILDING SPRINKLER DRAIN PIPING TO SPILL TO GRADE. WET ALARM VALVE INFORMATION WITHIN THIS AREA REPRESENTS INDEPENDENT WET ALARM CHECK VALVE IN EITHER SINGLE OR MANIFOLD CONFIGURATION CHECK VALVE VANE TYPE FLOW SWITCH PRESSURE GAUGE CDALARM CHECK VALVE DETAIL NOT TO SCALE NOT TO SCALE NSPRINKLER MAIN TO FLOOR ZONE SPRINKLERS SEE PLANS FOR SIZES AND LOCATIONS COMBINATION INSPECTORS TEST & DRAIN ASSEMBLY WITH DRAIN/TEST VALVE, SIGHT GLASS AND 1/2" CORROSION RESISTANT ORIFICE 2 1/2" FIRE DEPARTMENT HOSE CONNECTION. PROVIDE 1 1/2" REDUCING THREADED HOSE END CONNECTION. THREADS SHALL BE AS DIRECTED BY THE LOCAL FIRE DEPARTMENT. PROVIDE CAP AND CHAIN. PROVIDE RECESSED CABINET WHERE NOTED ON ARCHITECTURAL PLANS. TYPICAL FLEXIBLE COUPLINGS ON EACH FLOOR AND ON BOTH SIDES OF FLOOR SLAB .O TYPICAL STAIR LANDING d A. • o • m TYPICAL FIRE RATED SLEEVE AT EVERY FLOOR 1. FIRE DEPARTMENT HOSE VALVE & THREADED REDUCED SHALL BE APPROVED BY THE LOCAL FIRE DEPARTMENT PRIOR TO PURCHASE & INSTALLATION. 2. PROVIDE WATER PRESSURE GAUGE AT THE TOP OF THE STANDPIPE RISER. 3. THE ZONE CONTROL STATION AND ALL ASSOCIATED VALVES, GAUGES 7 PIPING, THE STANDPIPE/SPRINKLER RISER & THE DRAIN RISER SHALL BE INSTALLED EXPOSED. 4. SPRINKLER SYSTEM PIPING IN STAIRWELLS SHALL BE COORDINATED WITH RAILS. COORDINATE LOCATION WITH ARCHITECTURAL PLANS. TYPICAL EXPOSED FLOOR/ZONE CONTROL STATION NOT TO SCALE 4 DROP NIPPLE REDUCER —N\ CEILING NOTE: SPRINKLER PROTECTION ABOVE AND BELOW ARCHITECTURAL CEILING SHALL COMPLY WITH ALL NFPA 13 REQUIREMENTS. (60 PENDENT SPRINKLER UPRIGHT SPRINKLER IN CONCEALED SPACE NIPPLE 4"MAXIMUM LENGTH SPRINKLER BRANCH PIPE OR SPRINKLER MAIN PIPE 1"SPRINKLER HEAD SUPPLY. SUPPORT FROM BUILDING STRUCTURE IF LENGTH EXCEEDS 24" 1 "RISER NIPPLE 1"CONNECTION TO 1"BRANCH TEE OUTLET WET SYSTEM BRANCH LINE CEILING NEW UPRIGHT SPRINKLER HEAD C9SPRINKLER PROTECTION ABOVE AND BELOW CEILING (4)WET SYSTEM UPRIGHT SPRINKLER DETAIL NOT TO SCALE NOT TO SCALE BUTTERFLY VALVE WITH TAMPER SWITCH CHECK VALVE VANE TYPE FLOW SWITCH PRESSURE GAUGE J'SPRINKLER MAIN TO FLOOR ZONE SPRINKLERS SEE PLANS FOR SIZES AND LOCATIONS COMBINATION INSPECTORS TEST & DRAIN ASSEMBLY WITH DRAIN/TEST VALVE, SIGHT GLASS AND 1/2" CORROSION RESISTANT ORIFICE CTYPICAL FLOOR ZONE CONTROL STATION NOT TO SCALE NOT TO SCALE LATERAL (TRANSVERSE) BRACE SUPPORT SECURED TO DECK OR STRUCTURAL STEEL BRACKET SUPPORT PIPE CLAMP FIRE PROTECTION PIPING LONGITUDINAL BRACE NOTE: ALL APPLICABLE SPRINKLER PIPING SYSTEMS SHALL BE SEISMICALLY BRACED AND INSTALLED PER APPLICABLE SECTIONS OF THE STATE BUILDING CODE 8TH EDITION & NFPA 13 LATEST ACCEPTED EDITION. SEISMIC BRACING SHALL BE BY TOLCO OUTSIDE BUILDING WALL i FOUNDATION WALL WALL FOOTING 18" d d 12" WATER TIGHT SLEEVE FINISH FLOOR FIRE PROTECTION MAIN, SEE PLANS FOR SIZE MECHANICAL JOINT WITH RETAINER GLAND THRUST BLOCK AT EACH CHANGE IN DIRECTION OTYPICAL FIRE MAIN SERVICE ENTRANCE NOT TO SCALE NOT TO SCALE (8TYPICAL SEISMIC BRACING DETAIL NOT TO SCALE LONGITUDINAL/LATERAL BRACE SUPPORT SECURED TO DECK OR STRUCTURAL STEEL BRACKET SUPPORT PIPE CLAMP FIRE PROTECTION PIPING PITMAN & WARDLEY ASSOCIATES LLC. ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM, MASSACHUSETTS 01970 978-744-8982 PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET BEVERLY, MASSACHUSETTS 101915 PROJECT TEAM GENERAL CONTRACTOR THOMAS BERUBE CONTRACTING INC. 67 WALLIS STREET BEVERLY, MASSACHUSETTS 101915 978-927-2099 CIVIL ENGINEER THE MORIN-CAMERON GROUP 66 ELM STREET DANVERS, MASSACHUSETTS 1 01923 978-777-8586 STRUCTURAL ENGINEER MCBRIE, LLC 160 SYLVAN STREET DANVERS, MASSACHUSETTS 1 01983 978-646-0097 MECHANICAL ENGINEER BLW ENGINEERS 311 GREAT ROAD, PO BOX 1551 LITTLETON, MASSACHUSETTS 1 01460 978-486-4301 LANDSCAPE ARCHITECT RADNER DESIGN ASSOCIATES, INC. 945 CONCORD STREET, SUITE 100 FRAMINGHAM, MASSACHUSETTS 101701 508-736-6144 Z 0 N. �zo .:3) 0 w cv 0 2 o WOE �� aWo aW �W � c � aWv� v)= < C/5 0 < 0 CO ago Z� a Ce I+ I- (0 2" °oI- 2 g w WJpC >J � 2a scan i$ FIRE PROTECTION DETAILS DRAWN BY PLUMB CHECKED BY PLUMB REVISIONS DATE SHEET NUMBER FP0.2 © Pitman & Wardley Associates LLC. 2018 ARCHITECT 6"MACV 6"FSP RISE ETR 6"F SERVICE CTE 6"F W/ NEW 6"F 6"DCVA FIRE DEPARTMENT CONNECTION. COORDINATE EXACT LOCATION AND CONNECTION TYPE WITH ARCHITECT AND LOCAL FIRE DEPARTMENT. 4"FSP ISOLATION VALVE 4"FSP 2"SD 4"FCVA 23¢"FSP DROP TO 2"FDV OPROPOSED LOWER LEVEL PLAN SCALE: 1/4" = 1'-0" 4"FSP UP 2"SD UP EDROOM LIVING ROOM ENTRY BATHRWN- BEDROOM KITCHEN _• CLOSET ' 0 FIRE PROTECTION - Lower Level Plan SCALE: 1/8"= 1'-0" BATHROOM • BEDROOM GROUND LEVEL — DWELLING SPACES, CORRIDORS SYSTEM TYPE: WET LIGHT HAZARD DENSITY: 0.10 GPM/FT2 AREA OF APPLICATION: 1,500 FT2 PROTECTION AREA 196 FT2 HOSE ALLOWANCE 100 GPM REMARKS: 1. PROVIDE ADDITIONAL LOW POINT DRAINS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. LOW POINT DRAINS SHALL BE COORDINATED WITH ARCHITECTURAL RCP AND SHALL BE LOCATED IN AN ACCESSIBLE LOCATION, OTHERWISE AN ACCESS PANEL SHALL BE PROVIDED. 2. PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY TO COORDINATE WITH ANY AND ALL OBSTRUCTIONS PER NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. 3. PROVIDE CONCEALED COMBUSTIBLE SPACE SPRINKLERS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. CONCEALED COMBUSTIBLE SPACE SPRINKLERS SHALL BE INSTALLED TO MANUFACTURER'S RECOMMENDATIONS 14 R UP 0 8.25" STAIR ENTRY BATH BEDROOM GROUND LEVEL — STORAGE SYSTEM TYPE: WET ORDINARY HAZARD GROUP 2 DENSITY: 0.20 GPM/FT2 AREA OF APPLICATION: 1,500 FT2 PROTECTION AREA 130 FT2 HOSE ALLOWANCE 250 GPM REMARKS: 1. PROVIDE ADDITIONAL LOW POINT DRAINS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. LOW POINT DRAINS SHALL BE COORDINATED WITH ARCHITECTURAL RCP AND SHALL BE LOCATED IN AN ACCESSIBLE LOCATION, OTHERWISE AN ACCESS PANEL SHALL BE PROVIDED. 2. PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY TO COORDINATE WITH ANY AND ALL OBSTRUCTIONS PER NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. 4"FSP ISOLATION VALVE 4"FSP UP 2"SD UP 2i"FSP DROP TO 21i"FDV • LIVING IOOM KITCHEN 4" 151 BATHROOM BEDROOM UMPOWDER ROOM BSRUOM ATHgONIGO BATHROOM • BEDROC M C CLOSET • PITMAN & WARDLEY ASSOCIATES LLC. ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM, MASSACHUSETTS 01970 978-744-8982 PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET BEVERLY, MASSACHUSETTS 101915 PROJECT TEAM GENERAL CONTRACTOR THOMAS BERUBE CONTRACTING INC. 67 WALLIS STREET BEVERLY, MASSACHUSETTS 101915 978-927-2099 CIVIL ENGINEER THE MORIN-CAMERON GROUP 66 ELM STREET DANVERS, MASSACHUSETTS 1 01923 978-777-8586 STRUCTURAL ENGINEER MCBRIE, LLC 160 SYLVAN STREET DANVERS, MASSACHUSETTS 1 01983 978-646-0097 MECHANICAL ENGINEER BLW ENGINEERS 311 GREAT ROAD, PO BOX 1551 LITTLETON, MASSACHUSETTS 1 01460 978-486-4301 LANDSCAPE ARCHITECT RADNER DESIGN ASSOCIATES, INC. 945 CONCORD STREET, SUITE 100 FRAMINGHAM, MASSACHUSETTS 101701 508-736-6144 SSUED 12/21/2018 ui ce W a FIRE PROTECTION LOWER LEVEL PLAN DRAWN BY PLUMB CHECKED BY PLUMB REVISIONS DATE SHEET NUMBER FP1.0 © Pitman & Wardley Associates LLC. 2018 ARCHITECT 4"FSP UP & DN 2"SD UP & DN 4"FCVA 2Y"FDV PROPOSED FIRST LEVEL PLAN SCALE: 1/8" = 1'-0" FIRE PROTECTION - First Level Plan SCALE: 1/8"= 1'-0" FIRST LEVEL — DWELLING SPACES, CORRIDORS SYSTEM TYPE: WET LIGHT HAZARD DENSITY: 0.10 GPM/FT2 AREA OF APPLICATION: 1,500 FT2 PROTECTION AREA 196 FT2 HOSE ALLOWANCE 100 GPM REMARKS: 1. PROVIDE ADDITIONAL LOW POINT DRAINS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. LOW POINT DRAINS SHALL BE COORDINATED WITH ARCHITECTURAL RCP AND SHALL BE LOCATED IN AN ACCESSIBLE LOCATION, OTHERWISE AN ACCESS PANEL SHALL BE PROVIDED. 2. PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY TO COORDINATE WITH ANY AND ALL OBSTRUCTIONS PER NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. 3. PROVIDE CONCEALED COMBUSTIBLE SPACE SPRINKLERS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. CONCEALED COMBUSTIBLE SPACE SPRINKLERS SHALL BE INSTALLED TO MANUFACTURER'S RECOMMENDATIONS FIRST LEVEL — STORAGE SYSTEM TYPE: WET ORDINARY HAZARD GROUP 2 DENSITY: 0.20 GPM/FT2 AREA OF APPLICATION: 1,500 FT2 PROTECTION AREA 130 FT2 HOSE ALLOWANCE 250 GPM REMARKS: 1. PROVIDE ADDITIONAL LOW POINT DRAINS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. LOW POINT DRAINS SHALL BE COORDINATED WITH ARCHITECTURAL RCP AND SHALL BE LOCATED IN AN ACCESSIBLE LOCATION, OTHERWISE AN ACCESS PANEL SHALL BE PROVIDED. 2. PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY TO COORDINATE WITH ANY AND ALL OBSTRUCTIONS PER NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. 4"FSP UP & DN 2"SD UP & DN 2Yi"FDV LIVING ROOM O PITMAN & WARDLEY ASSOCIATES LLC. ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM, MASSACHUSETTS 01970 978-744-8982 PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET BEVERLY, MASSACHUSETTS 101915 PROJECT TEAM GENERAL CONTRACTOR THOMAS BERUBE CONTRACTING INC. 67 WALLIS STREET BEVERLY, MASSACHUSETTS 101915 978-927-2099 CIVIL ENGINEER THE MORIN-CAMERON GROUP 66 ELM STREET DANVERS, MASSACHUSETTS 1 01923 978-777-8586 STRUCTURAL ENGINEER MCBRIE, LLC 160 SYLVAN STREET DANVERS, MASSACHUSETTS 1 01983 978-646-0097 MECHANICAL ENGINEER BLW ENGINEERS 311 GREAT ROAD, PO BOX 1551 LITTLETON, MASSACHUSETTS 1 01460 978-486-4301 LANDSCAPE ARCHITECT RADNER DESIGN ASSOCIATES, INC. 945 CONCORD STREET, SUITE 100 FRAMINGHAM, MASSACHUSETTS 101701 508-736-6144 SSUED 12/21/2018 ui ce W a 0 FIRE PROTECTION FIRST LEVEL PLAN DRAWN BY PLUMB CHECKED BY PLUMB REVISIONS DATE SHEET NUMBER FP1.1 © Pitman & Wardley Associates LLC. 2018 ARCHITECT PITMAN & WARDLEY 4"FSP UP & DN 2"SD UP & DN 4"FCVA 2h"FDV PROPOSED SECOND LEVEL PLAN SCALE: 1/8" = 1'-0" LIVING ROOM ENTRY 0- HALL SPR 4" BA-HROON��TUU �� -0 ENTRY EEDROOM KITCHEN LIVING ROOM FIRE PROTECTION - Second Level Plan SCALE: 1/8"= 1'-0" SECOND LEVEL — DWELLING SPACES, CORRIDORS SYSTEM TYPE: WET LIGHT HAZARD DENSITY: 0.10 GPM/FT2 AREA OF APPLICATION: 1,500 FT2 PROTECTION AREA 196 FT2 HOSE ALLOWANCE 100 GPM REMARKS: 1. PROVIDE ADDITIONAL LOW POINT DRAINS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. LOW POINT DRAINS SHALL BE COORDINATED WITH ARCHITECTURAL RCP AND SHALL BE LOCATED IN AN ACCESSIBLE LOCATION, OTHERWISE AN ACCESS PANEL SHALL BE PROVIDED. 2. PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY TO COORDINATE WITH ANY AND ALL OBSTRUCTIONS PER NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. 3. PROVIDE CONCEALED COMBUSTIBLE SPACE SPRINKLERS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. CONCEALED COMBUSTIBLE SPACE SPRINKLERS SHALL BE INSTALLED TO MANUFACTURER'S RECOMMENDATIONS IR#2 0 ENTRY SECOND LEVEL — STORAGE SYSTEM TYPE: WET ORDINARY HAZARD GROUP 2 DENSITY: 0.20 GPM/FT2 AREA OF APPLICATION: 1,500 FT2 PROTECTION AREA 130 FT2 HOSE ALLOWANCE 250 GPM REMARKS: 1. PROVIDE ADDITIONAL LOW POINT DRAINS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. LOW POINT DRAINS SHALL BE COORDINATED WITH ARCHITECTURAL RCP AND SHALL BE LOCATED IN AN ACCESSIBLE LOCATION, OTHERWISE AN ACCESS PANEL SHALL BE PROVIDED. 2. PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY TO COORDINATE WITH ANY AND ALL OBSTRUCTIONS PER NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. LIVING ROOM KIT �€N 4" KITCHEN 0- LIVING ROOM ♦- BEDROOM BATHROOM BEDROOM CLOSET —1111 1 4"FSP UP & DN 2"SD UP & DN 2h"FDV POWDER ROOM BATHROOM BEDROOM ASSOCIATES LLC. ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM, MASSACHUSETTS 01970 978-744-8982 PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET BEVERLY, MASSACHUSETTS 101915 PROJECT TEAM GENERAL CONTRACTOR THOMAS BERUBE CONTRACTING INC. 67 WALLIS STREET BEVERLY, MASSACHUSETTS 101915 978-927-2099 CIVIL ENGINEER THE MORIN-CAMERON GROUP 66 ELM STREET DANVERS, MASSACHUSETTS 1 01923 978-777-8586 STRUCTURAL ENGINEER MCBRIE, LLC 160 SYLVAN STREET DANVERS, MASSACHUSETTS 1 01983 978-646-0097 MECHANICAL ENGINEER BLW ENGINEERS 311 GREAT ROAD, PO BOX 1551 LITTLETON, MASSACHUSETTS 1 01460 978-486-4301 LANDSCAPE ARCHITECT RADNER DESIGN ASSOCIATES, INC. 945 CONCORD STREET, SUITE 100 FRAMINGHAM, MASSACHUSETTS 101701 508-736-6144 SSUED 12/21/2018 ui ce W a FIRE PROTECTION SECOND LEVEL PLAN DRAWN BY PLUMB CHECKED BY PLUMB REVISIONS DATE SHEET NUMBER FP1.2 © Pitman & Wardley Associates LLC. 2018 ARCHITECT PROPOSED MANSION LOFT LEVEL PLAN \ / SCALE: 1/4" = 1'-0" 3"SPR UP OPROPOSED THIRD LEVEL PLAN SCALE: 1/8" = 1'-0" HYDRAULIC AREA 3"SPR DN & RISE BATHROOM BEDROOM 4"FSP DN & RISE 2"SD DN & RISE 4"FCVA 233"FDV CLOSET O'D KITCHEN 00 0- ELEVATOR MACHINE ROOM ENTRY UNIT 304 FIRE PROTECTION - Third Level & Loft Plan SCALE: 1/8"= 1'-0" THIRD/LOFT LEVEL — DWELLING SPACES, CORRIDORS SYSTEM TYPE: WET LIGHT HAZARD DENSITY: 0.10 GPM/FT2 AREA OF APPLICATION: 1,500 FT2 PROTECTION AREA 196 FT2 HOSE ALLOWANCE 100 GPM REMARKS: 1. PROVIDE ADDITIONAL LOW POINT DRAINS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. LOW POINT DRAINS SHALL BE COORDINATED WITH ARCHITECTURAL RCP AND SHALL BE LOCATED IN AN ACCESSIBLE LOCATION, OTHERWISE AN ACCESS PANEL SHALL BE PROVIDED. 2. PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY TO COORDINATE WITH ANY AND ALL OBSTRUCTIONS PER NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. 3. PROVIDE CONCEALED COMBUSTIBLE SPACE SPRINKLERS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. CONCEALED COMBUSTIBLE SPACE SPRINKLERS SHALL BE INSTALLED TO MANUFACTURER'S RECOMMENDATIONS LIVING ROOM _16TAIR #2 BATHROOM BEDROOM LOSET THIRD/LOFT LEVEL — STORAGE, MECHANICAL SYSTEM TYPE: WET ORDINARY HAZARD GROUP 2 DENSITY: 0.20 GPM/FT2 AREA OF APPLICATION: 1,500 FT2 PROTECTION AREA 130 FT2 HOSE ALLOWANCE 250 GPM REMARKS: 1. PROVIDE ADDITIONAL LOW POINT DRAINS AS REQUIRED BY NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. LOW POINT DRAINS SHALL BE COORDINATED WITH ARCHITECTURAL RCP AND SHALL BE LOCATED IN AN ACCESSIBLE LOCATION, OTHERWISE AN ACCESS PANEL SHALL BE PROVIDED. 2. PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY TO COORDINATE WITH ANY AND ALL OBSTRUCTIONS PER NFPA 13, WITHOUT ADDITIONAL COST TO OWNER. 4"FSP DN & RISE 2"SD DN & RISE 2i"FDV BEDROO BATHROOM 0- KITCHEN SPR UNIT 303 LIVING ROOM BEDROOM PITMAN & WARDLEY ASSOCIATES LLC. ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM, MASSACHUSETTS 01970 978-744-8982 PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET BEVERLY, MASSACHUSETTS 101915 PROJECT TEAM GENERAL CONTRACTOR THOMAS BERUBE CONTRACTING INC. 67 WALLIS STREET BEVERLY, MASSACHUSETTS 101915 978-927-2099 CIVIL ENGINEER THE MORIN-CAMERON GROUP 66 ELM STREET DANVERS, MASSACHUSETTS 101923 978-777-8586 STRUCTURAL ENGINEER MCBRIE, LLC 160 SYLVAN STREET DANVERS, MASSACHUSETTS 101983 978-646-0097 MECHANICAL ENGINEER BLW ENGINEERS 311 GREAT ROAD, PO BOX 1551 LITTLETON, MASSACHUSETTS 101460 978-486-4301 LANDSCAPE ARCHITECT RADNER DESIGN ASSOCIATES, INC. 945 CONCORD STREET, SUITE 100 FRAMINGHAM, MASSACHUSETTS 101701 508-736-6144 Z 0 Z OW 2 w 0 J J • LU cn i w aw a� W a ce I+ m W 2 � H SSUED 12/21/2018 ce aW cn z c) o� z� J co 01 CO FIRE PROTECTION THIRD LEVEL & LOFT PLAN DRAWN BY PLUMB CHECKED BY PLUMB REVISIONS DATE SHEET NUMBER FP1.3 © Pitman & Wardley Associates LLC. 2018