1605 SE EVERETT MALL WAY 2023 WALMART Plans 2025-09-10 (2)

SPRINKLER LEGEND SYMBOL LEGEND GENERAL NOTES GENERAL NOTES CONT. s... HYDROSTATIC TEST SYMBOL MFR SIN MODEL QTY K-FACTOR STYLE SIZE RESPONSE FINISH TEMP ESC SCOPE OF WORK ryoo TY923 TY-FRB 2 5.8 Pendent X Quick Chrome 165°F 401 BUILDING SPRINKLER SYSTEM(S)INVOLVED IN THIS SCOPE OF WORKSHALL BE HYDROSTATICALLY ❑o ♦ Tyco 7Y5256 DS-2 10 11.2 Pendent 1 Standard Chrome 200°F FLUSH SYMBOL DESCRIPTION 1. CONTRACTOR TO FIELD VERIFY EXTENT OF 1.THE DESIGN SHOWN ON THESE CONTRACT 7.THE FIRE PROTECTION ENGINEER OF RECORD � TESTED IN ACCORDANCE WITH NFPA 13. MOREOVER,THE FOLLOWING TWO(2)HYDROSTATIC TESTS DOCUMENTS IS TO PROVIDE GUIDANCE FOR SHALL NOT BE RESPONSIBLE FOR THE j, SHALL BE PERFORMED BYTHE CONTRACTOR: Total=12 WORK. -INDICATES MATCH EXISTING. BIDDING AND TO OBTAIN APPROVAL OF THE CONTRACTOR'S FAILURE 70 CARRY OUTTHE <XIon ■■■■■■■a■r DEMO PIPE 2.THE EXISTING FIRE SPRINKLER SYSTEMS WILL AUTHORITY HAVING JURISDICTION.SUBMIT CONSTRUCTION WORK IN ACCORDANCE WITH THE ■ 004. 1.THE FIRST HYDROSTATIC TEST SHALL BE PERFORMED BYTHE CONTRACTOR PRIOR TO START OF o� WHERE SPRINKLERS ARE CALLED OUTTO"MATCH EXISTING"THE CONTRACTOR SHALL PROVIDE SPRINKLERS BE MODIFIED AS INDICATED ON THE PROJECT COMPLETE FIRE SPRINKLER SHOP DRAWINGS AS CONTRACT DOCUMENTS,NOR SHALL THEY BE Z y w SPRINKLER SYSTEM SCOPE OF WORK("PRE-SCOPE HYDRO TEST");AND 3 MANUFACTURED BV NCO,WHICH ARE EQUIVALENT TO THE EXISTING TO REMAIN SPRINKLERS.SUBSTITUTIONS aaaa■+aaaa■ EXISTING PIPE TO REMAIN CONTRACT DOCUMENTS.THE SCOPE OF WORK REQUIRED BY CONTRACT DOCUMENTS TO THE REQUIRED TO SUPERVISE THE CONDUCT OF THE g�� WILL NOT BE PERMITTED MAY INCLUDE THE MODIFICATION OF EXISTING OWNERS DESIGNATED REVIEWER. BASE DESIGN WORK,THE CONSTRUCTION PROCEDURES o - 2.THE SECOND HYDROSTATIC TEST SHALL BE PERFORMED BYTHE CONTRACTOR AFTER COMPLETION OF g UPON THESE DRAWINGSANDAS REQUIRED BY FOLLOWED BYTHE CONTRACTOR, e W`• CONTRACTSCOPE OF WORK("POST-SCOPE HYDROTEST"). NEW DRILLED 1"MECHANICALTEE(UNLESS NOTED BRANCHLINES,INSTALLATION OF NEW r a OTHERWISE)WITH ARM-OVER TO NEW PENDENT BRANCHUNES,MODIFICATION OF EXISTING THE SPECIFICATIONS.SHOP DRAWINGS SHALL SUBCONTRACTORS,THEIR RESPECTIVE A y ■� THE HYDROSTATIC TESTS SHALL BE COMPLETED AS FOLLOWS: RISER(S),THE REMOVAL AND INSTALLATION OF INCLUDE ELEVATIONS,HANGER LOCATIONS,PIPE EMPLOYEES OR ANY OTHER PERSON ATTHE JOB .. , WHERE EXISTING SYSTEM AND/OR NEW WORKCOMPLETED AS FOLLOWS: COMPONENTS CANNOT BE ISOLATED IN ACCORDANCE OWNER FURNISHED SPRINKLERS AND ACCESSORIES 1"OUTLET WITH ARM-OVER TO NEW PENDENT SPRINKLER NEW SPRINKLERS,MODIFICATION OF EXISTING LENGTHS,DIMENSIONS,FABRICATIONS METHODS, SITE OTHER THAN THAT OF THE ENGINEERING O W.........o. MAINS,INSTALLATION OF NEW MAINS, MATERIAL DATA,ANDADDITIONAL INFORMATION FIRM'S EMPLOYEES. .. ` Lin WITH NFPA 13,TESTSYSTEM TO NORMAL WORKING PRESSURE(170 PSI)(JOCKEY PUMP SHUTOFF/PUMP]. SYMBOL SIZE K-FACTOR FINISH MFR MODEL SIN TEMP RESPONSE STYLE QTY SPARE CITY ESC ESC FINSIH ESC QTY NECESSARYTO CLARIFYTHE INTENT OF F �....... WHERE NEW WORKlSYSTEM CAN BE ISOLATED,TEST SYSTEM T0200 PSI.ALL HYDROSTATIC TESTING DEMOSPRINKLER REPLACEMENTOFTHE EXISTING BACKFLOWI_ N7 SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 13. Y. 11.2 BRASS TYCO ELO-291FRB TY5191 155•F QUICK UPRIGHT 889 12 - - PREVENTOR. INSTALLATION.CONTRACTOR SHALL PROVIDE PIPE 8.CONTRACTOR MUST REVIEW ALL �+ m _ _ _ SIZE SPRINKLER SPACING AND SYSTEM CONSTRUCTION DOCUMENTS PRIOR TO BID. ° Y. 11.2 BRASS TYCO ELO-231FRB TY5131200•F QUICK UPRIGHT 10 6 a THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR DAMAGE TO CONTENTS OR BUILDING OCCURRING EXISTING UPRIGHT SPRINKLER CONFIGURATION AS SHOWN.ALTERNATES MUST SHOULD MODIFICATIONS TOTHESE PLANS 3.ALL NEW PIPING SHALL HAVE HANGERS DURING THE PRE-SCOPE HYDRO TEST" PROVIDED ALL COMMERCIALLY REASONABLE MEASURES Y. 16.8 BRASS TYCO TY7158 TY7158155•F STANDARD UPRIGHT 88 6 - - - low, INSTALLED IN ACCORDANCE TO THE DETAILS BE APPROVED IN WRITING BY FIRE PROTECTION BECOME NECESSARY TO PROPERLY COORDINATE NECESSARY OR PRUDENT TO PROTECT CONTENTS OR BUILDING COMPONENTS WERE FOLLOWED FOR % 16.8 BRASS TYCO TY7168 TY7158 200•F STANDARD UPRIGHT 5 5 - - - ♦ EXISTING PENDENT SPRINKLER LOCATED ON THE FIRE PROTECTION DETAILS ENGINEER OF RECORD DOCUMENTS PRIOR TO THE SYSTEM WITH ALL OTHER TRADES,IT WILL BE a� a APPROPRIATE TEST PROCESS. CONTRACTOR SHALL COMPLETE REPAIRS AND/OR REMEDIATION TO SUBSTITUTIONS WILL NOT BE PERMITTED.REFERENCE SPECIFICATIONS APPENDIX B FOR ADDITIONAL INFORMATION. SHEET. BID. THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN C.w� EXISTING SYSTEMS REQUIRED ASA RESULT OF DEFICIENCIES IDENTIFIED DURING PRE-SCOPE TESTING r a O1 AS AN ADDITIONAL SERVICE.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGE TO AIR RELEASE VALVE APPROVAL OF THE CHANGES FROM BOTH THE w y>.o. ... WHERE SPRINKLERS ARE INSTALLED BELOW OBSTRUCTIONS(REFRIDGERATION PIPING,RTUs,CABLE TRAYS,ETC.)THESE SPRINKLERS SHALL BE 4.ALL 1-INCH ARMOVERS(IF APPLICABLE)SHALL 2.COORDINATE LOCATIONS OF FIRE PROTECTION AUTHORITY HAVING JURISDICTION ANDTHE _ CONTENTS OR BUILDING OCCURRING DURING THE"POST-SCOPE HYDRO TEST" PROCEDURE REPLACED WITH SPRINKLERS MATCHING THE NEW SPRINKLERS BEING INSTALLEDATTHE ROOF DECK LEVEL. COMPONENTS,INCLUDING PIPING,ALARMS, OWNER'S DESIGNATED REVIEW CONSULTANT IN ~w°?& ORIGINATING IN EXISTING OR NEW SYSTEM COMPONENTS. CONTRACTOR SHALL COMPLETE REPAIRS O HYDRAULIC REFERENCE NODE POINT HAVE A HANGER SECURED TO THE STRUCTURAL >,�o STEEL ONLY,NOTTO THE DECK WHEN THE LENGTH DRAINS,TEST POINTS,ETC.WITH ARCHITECTURAL, ADDITION TO OBTAINING THE NECESSARY w0�- AND/G POST-SCOPE T S EXISTING SYSTEMS REQUIRED AS RESULT OF DEFICIENCIES IDENTIFIED •INTERMEDIATE TEMPERATURE SPRINKLERS TO BE SUPPLIED BY OWNER FOR INSTALLATION BELOW SKYLIGHTS. STRUCTURAL,MECHANICAL,AND ELECTRICAL APPROVALS,THE CONTRACTOR MUST MAKE NOTE Z O"0 DURING POST-SCOPE TESTING AT NO ADDITIONAL COST TO WALMART.WHEN CONDUCTING HYDROSTATIC EXCEEDS 2'-0"WHERE STATIC PRESSURES ARE UP O g o TESTING ON EXISTING SYSTEMS AS REQUIRED BY NFPA 13,CONTRACTOR SHALL TAKE SUCH ACTIONS AS PLUG EXISTING OUTLET TO 100 PSI AND V-0" COMPONENTS OBSTRUCTION TO SPRINKLER OFANY FIELD OR COORDINATION CHANGES ON WHERE STATIC PRESSURES . ••HIGH TEMPERATURE SPRINKLERS SHALL BE FURNISHED BY OWNER FOR INSTALLATION AROUND UNIT HEATERS. 3- MAYBE NECESSARY TO REDUCE POTENTIAL DAMAGE TO CONTENTS AND BUILDING DURING EXECUTION EXCEEDS 100 PSI. DISCHARGE MUST BE CONSIDERED DURING SHOP THE INSTALLATION DRAWINGS,ANDTHEN MUST >a u DRAWING PRODUCTION AND INSTALLATION; PROVIDE ASET OF AS-BUILT DRAWINGS ONCE OF SCOPE OF WORK INCLUDING BUT NOT LIMITED TOTHE FOLLOWING: THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO OWNER FURNISHED SPRINKLERS DURING INSTALLATION.TO REPLACE DAMAGED PLACARD INFORMATION 5.WHEN REQUIRED,EARTHQUAKE BRACING ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO COMPLETE. a SPRINKLERS CONTACT HAINES,JONES,CADBURY 1�9-7099. u 1. USE OF LOW CAPACITY PRESSURE PUMP TO INCREASE PRESSURE IN SYSTEM AT INCREMENTAL RATE SALL BE INSTALLED.REFERENCE EARTHQUAKE ADDITIONAL COSTTO OWNER.REFER TO TO LIMITSURGES IN SYSTEM;AND THE OWNER WILL FURNISH ADDITIONAL(OWNER-SUPPLIED)SPRINKLERS FOR THE SPARES CABINET.INSTALL SPARE SPRINKLER QUANTITY INDICATED THE FOLLOWING INFORMATION MUST BE SHOWN BRACING NOTESAND DETAILS LOCATED ON THE SPECIFICATIONS FOR ADDITIONAL 9.CONTRACTOR MUST VERIFYALL DROP DOWN 3 ON CONTRACT DOCUMENTS PRIOR TO FIRE PROTECTION CONSULTANTSITE OBSERVATION.PROVIDE ADDITIONAL SPRINKLERS AND SPRINKLER ON THE PLACARDS FOR EACH UL PERFORMANCE FIRE PROTECTION DETAILS SHEET. REQUIREMENTS. LOCATIONS AT EXTERIOR WALLS WITH THE 2. PROVISION OF WORK STAFF DEDICATED TO MONITORING THE IMPACTED SYSTEM AREA DURING CABINETS AS REQUIRED. BASE DESIGNS.REFERENCE SPECIFICATIONS FOR PROJECT MANAGER PRIOR TO INSTALLATION. PRESSURE APPLICATION AND DURING HYDROSTATIC TEST FOR SIGNS OF SYSTEM COMPROMISE ADDITIONAL INFORMATION.PLACARDS THATARE 6. CEILING GRID SHALL BE PERMITTEDTO BE 3.CONTRACTOR MUST VISITTHE BUILDING SITE PRESSURE APPLICATION NIONAO DU ING HYDROSTATIC OST IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY AND COMPARE THE QUANTITY AND SIZE OF THE EXISTING SPRINKLER OUTLETS WITH THE INSTALLED WITH INFORMATION WRITTEN REMOVED IN AREAS WHERE REQUIRED IN ORDER TO DETERMINE THE FULL EXTENT OF THE 10.ALL PIPING MUST BE COORDINATED AROUND ANDPROPOSED NEW SPRINKLERS PRIOR TO ORDERING OWNER FURNISHED SPRINKLERS.ADDITIONAL SPRINKLERS AND FITTINGS MAYBE REQUIRED AT NO PERMANENT MARKER WILL NOT BEACCEPTED. TO COMPLETE THE WORK NEEDED SUCH AS DEMO EXISTING FIRE PROTECTION WORKAND EXISTING FRAMING MEMBERSAND PROPERLY INSTALLED ADDITIONAL COSTTOTHE OWNER. AND INSTALLATION OF NEW MAINS OR LONG CONDITIONS,BECOME TOTALLY FAMILIAR WITH INSIDE THE BAR JOIST. 3. MAINTAINING DEDICATED PERSON AT SYSTEM CONTROL VALVE INCONSTANT COMMUNICATION WITH SYSTEM#:X AREA:X THE DISCONNECTIONS,REMOVALS,RELOCATIONS SYSTEM MONITORS TO SHUTOFFTEST PUMPAND DRAIN SYSTEM IN EVENT OF SYSTEM FAILURE OR LEAK SPRINKLERS CALCULATED:X DROPS. IN THIS CASE THE CONTRACTOR SHALL ND AND yS.tEM01 SPRK END HEAD PRESSURE:X BE RESPONSIBLE FOR REPLACING DAMAGED PROTAND/OECTIO EQUIPMEENT REONS OF QUIRED,AND ISTING RE ALL OBSTRUCTIONS 11.CONTRACTOR HAND PROVIDE ALL ROUTE SPRINKLNG ER HOSE DEMAND:X CEILING TILE OR GRID DURING THE INSTALLATION. 4. PROVISION OF READY SUPPLIES PRIOR TO START OF TESTING TO FACILITATE DAMAGE MINIMIZATION IN 5, TRUCTIONS,AS p\PE�OS tO stS'1EMiF2 SHSS�Mip SYSTEM FLOW DEMAND:X ATTHE END OF UALL REMOVED ISINESS DAY.ARIAS LING TILES MUST BE RED CED PROJDECITT.. NONS N EXTRA COMPENSATION WILL BE DETAILED THE PROPOSAL FOR THIS INNNFPA 13 S UNDER TANDARDS AS PART OF THE EVENT OF SYSTEM FAILURE(TARPS/PLASTIC SHEETING,WET/DRY VACUUM ETC.);AND Ey.\Sj\NO �� \N06"P\P� �x\5 Oq'P\P�jO SNSTALSYSTEMPRESSURE CONTRACTOR: :X AFETY FACTOR:X EXPOSED SUCHG GRID AND CEILING BUT NOTILES IMIT ALL REM VED AID FOR RI LACK OTION,ANC/ORALLOWADEDETERMINATION, FIELD COORDINATION AT NO ADDITIONAL COSTTO 5.COVERING HIGH VALUE EQUIPMENT PRIOR TO TESTING;AND \5'1 S\N R. 6. LIMITATION OF TESTING TOONE SYSTEM ATATIME;AND D. 4.SUBMITA REQUEST FOR INFORMATION FOR 12.ALL SPRINKLER DEFLECTOR DISTANCE UL PERFORMANCE BASE DESIGN S+' 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUESTIONS REGARDING THE FIRE PROTECTION REQUIREMENTS SHALL BE IN ACCORDANCE TO 7.TESTING OF SYSTEMS DURING OFF HOURS/OVERNIGHT. 2091 PROJECT 4789705078,NC27954 PURCHASING AND INSTALLING MATCHING CEILING DOCUMENTS. THE STANDARDS OUTLINED IN NFPA 13. TILES TO REPLACE ANY CEILING TILES THAT HAVE ° EMPTY HOLES DUE TO SPRINKLER REPLACEMENT. 5. NEUTRALIZATION WALLS,IF PROVIDED,ARE 13.ALL PIPING PASSING THROUGH CMU WALLS I y 1 SEISMIC REQUIREMENTS SHOWN ON THE ARCHITECTURAL DRAWINGS. SHALL BE INSTALLED WITH ONE INCH CLEARANCE C::D C-::) I I REFER TO MECHANICAL DRAWINGS FOR ON ALL SIDES. (CORE DIAMETER EQUAL TO PIPE 8. USE EACH EXISTING OUTLETS FOR ONE NEW NEUTRALIZATION WALL PENETRATION DETAIL. +21.ALL CORES SHALL BE COORDINATED WITH THE SPRINKLER CONTRACTOR SHALL COMPLY WITH ARM OVER TO NEW SPRINKLER LOCATION UNLESS STRUCTURAL REINFORCING. CONTRACTOR IS O O Q SHEET INDEX I ALL REQUIREMENTS PER NFPA 13"PROTECTION OF HYDRAULICALLY CALCULATED.CONTRACTOR 6. PENETRATIONS OF"RATED ASSEMBLIES"SHALL RESPONSIBLE FOR PROVIDING ALL CORING WITH SHALL INSTALL I"INCH MECHANICAL TEES IF BE FIRE STOPPED WITH AN APPROVED MATERIAL PROPER CLEARANCE ATALL CMU WALLS. PIPING AGAINST DAMAGE WHERE SUBJ ECT TO PER METHODS REQUIRED BYTHE AUTHORITY GENERAL CONTRACTOR SHALL BE RESPONSIBLE 00 EARTHQUAKES".THE SPRINKLER CONTRACTOR ADDITIONAL OUTLETS ARE REQUIRED.AFTER THE rn O SHEET MUST ALSO TAKE INTO ACCOUNTTHE LIMITATIONS SHEET NAME DEMOLITION IS COMPLETE,THE NEW SPRINKLER HAVING JURISDICTION. FOR PROVIDINGATWO INCH CLEARANCE AROUND y NUMBER OF THE STRUCTURAL ELEMENTS PRIOR TO SIZING, SYSTEM SHALL MEETALL REQUIREMENTS OF NFPA ALL PIPING PASSING THROUGH CONCRETE SLABS. 69 I-_3 0 FASTENING AND/OR LOCATING SEISMIC 13. FIRE SPRINKLER PIPING THE SPRINKLER ES CONTRACR SHALL TH ROEDMASTIC.ILLALL Wow O FP1 FIRE SPRINKLER SITE PLAN > ° THEIR PLANS. STRUCTURAL REQU REMENTSA DASSEMBLIES,RESTRAINTS,ETC.ONLIMITATIONS MAY 9. CONTRACTOR SHALL PROVIDE NEW DEMOLITION NOTES 14. PENETRATIONS OF ASSEMBLIES SHALL BE O a SPRINKLERS AS NECESSARY DUE TO PAINT, FP2 FIRE SPRINKLER DEMOLITION PLAN WEST I I BE MORE STRINGENT THAN NFPA. FIRE STOPPED WITH APPROVED MATERIALS PER 0 w DAMAGE,ETC..CONTRACTOR SHALL 03 COORDINATE. 1.CONTRACTOR MUST VISITTHE BUILDING SITE METHODS DESCRIBED BYTHE UL FIRE FP3 FIRE SPRINKLER DEMOLITION PLAN EAST TO DETERMINE THE FULL EXTENT OF THE RESISTANCE DIRECTORY. I((pl U,J 10.THE CONTRACTOR IS RESPONSIBLE FOR EXISTING FIRE PROTECTION WORKAND EXISTING FP4 OVERALL FIRE SPRINKLER UPGRADE PLAN MAINTAINING THE FIRE LANES DURING THE CONDITIONS,BECOME TOTALLY FAMILIAR WITH 15. PROVIDE FLUSHING CONNECTIONS IN SPRINKLER SYSTEM UPGRADE PROCESS.THE THE DISCONNECTIONS,REMOVALS,RELOCATIONS ACCORDANCE WITH THE STANDARDS OUTLINED IN w CONTRACTOR SHALL COORDINATE WITH THE AND/OR RECONNECTIONS OF EXISTING FIRE NFPA13. 03 FPS FIRE SPRINKLER UPGRADE PLAN WEST STORE MANAGER A STAGI NG AREA FOR MATERIALS PROTECTION EQUIPMENT REQUIRED,AND M AND TOOLS TO BE USED FOR PROECT PRIOR TO CONDITIONS IN THE PROPOSAL FOR THIS 16. PROVIDE ALL NECESSARY OFFSETS,RISES OR m J FPS FIRE SPRINKLER DEMOLITION PLAN EAST 6"BUTTERFLY CONTROL VALVE PROJECT. NO EXTRA COMPENSATION WILL BE DROPS IN PIPING AND AUXILIARY DRAINS O 6" START OF WORK PAID FOR LACK OF SUCH DETERMINATION, REQUIRED BY BUILDING CONDITIONS. FP7 FIRE SPRINKLER DETAILS ° 11.THE SPRINKLER CONTRACTOR SHALL BE FAMILIARIZATION,AND/OR ALLOWANCE. 8"MANIFOLD 2075 RESPONSIBLE FOR PREPARING THE SHOP 17. EXAMINE THE JOB CONDITIONS AND VERIFY • DRAWINGS,HYDRAULIC CALCULATIONSAND 2. UNLESS INDICATED OTHERWISE,DISCONNECT ALL MEASUREMENTS,DISTANCES,ELEVATIONS, ISSUE BLOCK Permit#: K2308-003 APPROVAL(BYTHE ENGINEER OF RECORD AND AND REMOVE ALL EXISTING FIRE PROTECTION CLEARANCES,ETC. 16 811X 6"REDUCER AHJ)AS WELL AS INSTALLATION. COMPONENTS NOT INTENDED TO BE REUSED. Site Address: 1605 SE Everett Mall Way EVERETT 079 .� 205 18.ARCHITECTURALAND ELECTRICAL Applicant: Denise 023 -•-••••• 8"x 6"REDUCER fO 12.THE SPRINKLER CONTRACTOR MUST FIRST 3. DISCONNECT,RELOCATE,AND RECONNECT BACKGROUND INFORMATION IS SHOWN FOR Application Date:Modify Existing Everett Fire Dept.Permit Review SUBMIT DOCUMENTS,AS OUTLINED IN THE EXISTING FIRE PROTECTION SYSTEMS AND COORDINATION PURPOSES ONLY.REFER TO THE Description: Modify Existin Fire Sprinkler System Status:Approved EQUIPMENT WHERE REQUIRED. CONTRACT DOCUMENTS FOR LOCATIONS,SIZES P fY 9 P Y PROJECT SPECIFICATIONS,TO THE FIRE Reviewed By:KBrown 6"TO REMOTE FDC PROTECTION ENGINEER OF RECORD FOR AND QUANTITIES OF OTHER TRADE WORK Review Status: tat Review by City&Peer Reviewers 08/09/2023 4:38:04 fO' APPROVAL.AFTER THE APPROVAL IS GIVEN,THE 4. NOTE CAREFULLY THAT THE FIRE PROTECTION DRAWINGSARE INTENDEDTO INDICATE,ONLY 19. SPRINKLER SPACING TO BE PER NFPA 13. Review Date: OS/09/2023 PM CONTRACTOR MUSTS FOR INSTALLATION AUTHORITY PERMIT DIAGRAMMATICALLY,THE EXTENTAND THE .� HAVING JURISDICTION FOR INSTALLATION PERMIT r-----------------1 , 8"X6"REDUCER GENERAL CHARACTERAND LOCATIONS OFTHE 20. INTERFACE SPRINKLER SYSTEM WITH FIRE Everett Fire Dept.Notes: A 203 WORKINCLUDED. PROVIDE ALL WORK OBVIOUSLY PROTECTION SUPERVISORY SYSTEM. (NFPA 13-13R)i APPROVED 068 2049 2036 13.THE CONTRACTOR SHALL COORDINATE WITH INTENDED,BUT HAVING MINOR DETAILS OMITTED EVERETT I PUBLIC WORKS DEPARTMENT THE STORE MANAGER ON THE AREATO 8E OR NOT SHOWN. COMPLETE AS REQUIRED TO 21.ALL MATERIALS SHALL BE UL LISTED AND FM BY:Thad Newport 6"BUTTERFLY VALVE WORKED ON AT LEAST24 HOURS IN ADVANCE. PERFORM THE FUNCTIONS INTENDED. FOLLOW APPROVED.SPRINKLERS SHALL BE TYCO HEADS. r•See Attached Fire Sprinkler I DATE:08/12/2023 6 6 THE CONTRACT DOCUMENTS FOR BUILDING SPRINKLER PIPE SHALL BE MANUFACTURED TO System Acceptance Test Checklist. I e DETAILS AND FITTHE WORK OF THE FIRE STANDARDS RECOGNIZED BY NFPA 13.,THREADED CITY OF EVERETT REVIEWED FOR PERMIT 8"UNDERGROUND 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY CONTENT OR BUILDING PROTECTION DRAWINGS AND SPECIFICATIONS PIPE SHALL HAVE A CORROSION RESISTANCE abiove gre aound portionsnof the ce sprginkler for he THERETO. RATING OF 1.0 OR GREATER.CRIMP-TYPE COMPONENTS DUE TO CONTRACTOR NEGLIGENCE system will not be conducted unless the fire I 6"CHECK VALVE EXISTING FIRE PUMP 80PSI @ 750GPM 6"OS&Y VALVE IN EXECUTION OF THE SCOPE OF WORK SHOWN IN COUPLINGS SHALL NOT BE USED.THREADABLE alarm system is fully operational and is CONTRACT DOCUMENTS.CONTRACTOR SHALL 5. REMOVE ALL DEMOLITION MATERIALS AND THINWALL PIPE WITH CORROSION RESISTANCE i ready for acceptance testing at the same TAKE ALL PRECAUTIONS NECESSARYTO REDUCE DEBRIS TOAN APPROVED DUMPING SITEAND RATING OF LESS THAN 1.0 SHALL BE USED ONLY I time as the sprinkler system.All sprinkler EXISTING EQUIPMENT POTENTIAL DAMAGE TO CONTENTS AND BUILDING CLEAN ALL FIRE PROTECTION WORK PRIOR THE WITH ROLL GROOVE FITTINGS. devices shall be tested with both the I EXISTING FIRE PUMP DETAIL SHOWN FOR REFERENCE DURING EXECUTION OF SCOPE OF WORK WHERE PROJECT COMPLETION. 1/2-T-O" ONLY.NO NEW WORK U.N.O. POTENTIAL FOR DAMAGE 70 CONTENTS OR 22. IF REQUIRED,PROVIDE 24 VOLTAC,ELECTRIC sprinkler and fire alarm contractors present. BUILDING COMPONENTS IS CONSIDERED LIKELY 6. PERFORM ALL WORK ACCORDING TO THE BELL,MODEL NO.PBA248,ELECTRIC BELL BY DUE TO EXISTING SYSTEM CONDITION OR PROJECT PHASING SCHEDULE INFORMATION FOR POTTER ELECTRIC SIGNAL OF ST.LOUIS, -Record of Completion-For all new CONFIGURATIONS,CONTRACTOR SHALL THIS PROJECT.PROVIDE ALL NECESSARY FIRE MISSOURI,LOCATEAS REQUIRED BYAUTHORITIES systems a Record of Completion is I DOCUM ENT AND REVIEW CONCERNS WITH PROTECTION WORK,TEMPORARYANWOR HAVING JURISDICTION. PROVIDE NEW DOUBLE required to be entered into The Compliance WALMART CONSTRUCTION MANAGER PRIOR 70 OTHERWISE,AND USE WHATEVER MEANS POLE VANE TYPE FLOW DETECTOR,MODEL NO. Engine prior to permit final. I INITIATING AFFECTED WORK NECESSARY,TO CONFORM TO THE REQUIRED VSR-F,BY POTTER ELECTRIC SIGNAL OF ST.LOUIS, (wwwAlnecomplianceengine.com) CONSTRUCTION PHASING OF THE PROJECT. MISSOURI.SETADJUSTABLE DELAYED SIGNALAT L---------------- I _ 0 OR THEPLACE ANY LEA SHALL COMPONENTS LEAKS 30 7 CONTRACTOR IS RESPONSIBLE FOR REPAIRING OSHIGHERT AN 6NTWATER EETABOVEL FLOW (CATORS FLOOR. OR REPLACE ANY LEAKING COMPONENTS AFFECTED BYTHIS SCOPE OF WORKAT NO OR REPLACING ITEMS DAMAGED DURING __ -.. ADDITIONAL COSTTOTHE OWNER. DEMOLITION AND CONSTRUCTION. 23.ALL SPRINKLER SYSTEMS TO BE MODIFIED r- p A SHALL BE HYDROSTATICALLY TESTED PER NFPA 13 IJ J ��L _ GENERAL UNDERGROUND MATCH ADJACENT SURFACES LEFT UNUSED AFTER SHALPRIOL BE RE-HYDROSTATICALLY TO SPRINKLER SYSTEMOTESTEDAFT RND L, EXISTING SPRINKLER PIPING OR EQUIPMENT IS COMPLETION OF WORK. NOTES REMOVED AND VACATED FROM THESE HOLES. 24. DO NOT HANG OR SUPPORTANY LOADS OR - 1.ALL UNDERGROUND IS SHOWN FOR HYDRAULIC 9.CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAKE ANYATTACHMENTS TO THE METAL ROOF REFERENCE ONLY AND MAINTAINING FIRE DEPARTMENT ACCESS DECK OR JOIST BRIDGING. ROADS THROUGHOUTTHE PROJECT. - �r 2.SEE CIVIL DRAWINGS FOR EXACT LOCATIONS IF 25. SAMMY SCREWS ARE NOT PERMITTED. '� ------ AVAILABLE. 10. SPRINKLER SYSTEMS NOTASSOCIATED WITH ® THE DEMOLITION SHALL BE LEFT IN SERVICE. 26. CEILING FLANGES ARE NOT PERMITTED. 3. NO NEW WORK UNLESS OTHERWISE NOTED. 11.ALL WORK SHALL BE PERFORMED DURING OFF 27. PROVIDE RETAINING STRAPS ON HANGERS WATER SUPPLY HOURS BOAS TO NOT INTERRUPT SERVICE.THE WHERE REQUIRED. CONTRACTOR SHALL PROPERLY NOTIFY THE INFORMATION LANDLORD.THE LESSOR AND THE ADJACENT 28. CONTRACTOR ISTOCOORDINATE FINAL TENANTSA MINIMUM OF 48 HOURS IN ADVANCE SPRINKLER HEAD LOCATIONS AND PIPE ROUTING STATIC-98PSI RESIDUAL-20PSI BEFORE PROCEEDING WITH THIS WORK.ALL SUCH THATTHEY DO NOT INTERFERE WITH NOR FLOW-2675 GPM WORKSHALL BE SCHEDULED IN ADVANCE. RECEIVE DAMAGE FROM THE NORMAL OPERATIONS OF THE AREA. DATMOEOBYE.EV 08125t2EVERETT B CONTACT INFORMATION 29.WHERE THE DESIGN IS SHOWN TO REPLACE MODEL BV:EVERETT PUBLIC WORKS SPRINKLERS,IT IS THE CONTRACTORS FLOW TEST ELEVATION:t 515'AMSL RESPONSIBILITY TO VERIFY THE SIZE OF THE 7 EXISTING SPRINKLER FITTING PRIOR TO BID. IT IS BUILDING PAD ELEVATION:3512'AMSL DOCUMENTS BYTHLUDEJUWIN JURISDICTIONAL REQUIREMENTS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDED BYTHE FOLLOWING CONTACTS: FLOW INFORMATION IS FURTHER REDUCED PER THE PROVIDE THE NECESSARY FITTING(S)WHEN THE 11 Ll 11 FOLLOWING: NEW SPRINKLER DIFFERS FROM THE EXISTING FIRE SPRINKLER REVIEWING AUTHORITY: SPRINKLER CURRENTLY INSTALLED. I 1 I I __ - •5 PSI SAFETY FACTOR PER AHJ AND OWNER FIRE MARSHAL KURTIS BROWN 425-257-8121 R5 PSI SAF EVERETT FIRE DEPARTMENT ETY FACTOR PER LOW HYDRAULIC GRADIENT. APPLICABLE CODES FLOW TEST INFORMATION USED IN HYDRAULIC CALCULATIONS IS AS FOLLOWS ATTHE EFFECTIVE POINT PUMP PLACARD DATA STATIC-88PSI RESIDUAL-1OPSI FIRE CODES• EDITION, EXISTING 8"DI I FLOW-2675 GPM INTERNATIONAL FIRE CODE 2018 LEAD-IN �; CHURN: INTERNATIONAL BUILDING CODE 2018 FIRE O GPM&95 PSI uL GUIDFLJNF SPRINKLER CONTINUATION �S/RHYDRANT EXISTINGB"DOUBLE AIR RELEASE VENT DETECTOR CHECK EXISTING&' UL LLC TECHNICAL REPORT PROJECT 4789705078 TO CITYGRID� '; FLOW HYDRANT RATED: SITE VALVE GATE VALVE ONE AIR VENT MUST BE INSTALLED ON ALL WET UL LLC TECHNICAL REPORT PROJECT 4788122552 EXISTING W DI EXISTING W DI 750 GPM&80 PSI PLAN TYPE FIRE PROTECTION SYSTEMS INCLUDING -_--_-------_____________--________________________--_-_-_-_-_-________________________________ .---.._ ______________-_-_-_-_----_- SYSTEMS NOTAFFECTED BY REMODEL SCOPE --- ---"--"" "' - , NFPA STANDARD: EDITION, OF WORK EACH AIR VENT IS TO BE INSTALLEDAT 150%: NFPA 13 2016 EFFECTIVE POINT �. THE HIGHEST POINTOFTHE MAINS SYSTEM AND 1125 GPM&65 PSI PREFERABLY ON THE MAINS.THE CONTRACTOR IS ____ CONTINUATION RESPONSIBLE FOR LOCATING THE HIGHEST POINT TYPE:ELECTRIC DRIVER E WASHINGTON STATE _-i TOCITYGRID OF EACH SYSTEM AND INSTALLING THE AIR VENT IN ; CERTIFICATE OF COMPETENCY E F I R E S E RV I C E S I T E P LAN FIRE PROTECTION SPRINKLER SYSTEMS E UNDERGROUND SHOWN FOR AN ACCESSIBLE LOCATION.IF THE VENT IS TO BE r Richard Allen Gordon,Jr. N E 'I INSTALLED ABOVE AN EXISTING CEILING THE r SCALE:1"=40' REFERENCE ONLY. 17iresto 16-C Level neE 0 REFERENCE NEW WORK CONTRACTOR MUST PROVIDE CEILING PER NFPA 1 7761s op C pe L N E SHEET F P 1 13.REF 4-1 1 FIRESOL OH r j r s10A.wI. ooii:u E ---Ex i .E