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SCOPE OF WORK: GENERAL NOTES: STANDPIPE NOTES:
<br /> THE SCOPE OF WORK FO(-�THE INSTALLING CONTRACTOR SHALL INCLUDE THE FOLLOWING: 1. DO NOT SCALE PLANS FOR THE PURPOSE OF ESTABLISHING DIMENS{ONS. 1. HOSE CONNECTIONS SHALL BE EQUIPPED WITH CAPS TO PROTECT THE HOSE THREADS(NFPA 14;4.7.3).
<br /> 1. THE LAYOUT, INSTALLAT{ON AND TESTtNG OF THE NEW FIRE PROTECTION AUTOMATIC WET-PIPE SPRINKLER 2. NOT ALL PIPING,VALVES AND APPURTENANCES ARE SHOWN ON THE PLANS.IT IS THE RESPONSIBILITY OF THE 2. A LISTED 31/2 INCH DIAL SPRWG PRESSURE GAUGE SHALL BE CONNECTED AT THE TOP OF EACH STANDPIPE
<br /> SYSTEMS THROUGHOUT THE NEW FACILITY. CONTRACTOR TO PROVIDE DETAIL,DESIGN AND INSTALLATION DOCUMENTS. REFER TO PLANS,NOTES AND (NFPA 14; 5.5,1).
<br /> 2. THE LAYOUT, INSTALLATION AND TESTING OF AN AUTOMATIC WET CLASS 1 AND CLASS ill STANDPIPE SYSTEM. DETAILS,AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. ALL MAIN AND SECTIONAL SYSTEM CONTROL VALVES, INGLUDING WATER SUPPLY CONTROL VALVES,SHALL
<br /> 3. WATER FLOW SWITCH AND SUPERVISORY SWITCN CONNECTIONS SHALL BE ACCOMPLISHED BETWEEN THE HAVE A SIGN INDICATING THE PORTION OF THE SYSTEM THAT 1S CONTROLLED BY THE VALVE(NFPA 14;6.2.8.1.)
<br /> CLARIFICATIONS: DIFFERENT RESPONSIBLE TRADES. ELECTRICAL WIRING CONNECTIONS TO ELECTRICAL FIRE PROTECTION 4. ALL CONTROL, DRAIN,AND TEST CONNECTION VALVES SHALL BE PROVIDED WITH SIGNS INDICATING THEIR
<br /> DEVICES SHALL BE UNDER THE ELECTRIGAL/FIRE ALARM DIVISION. PURPOSE.(NFPA 14;6.3.8.2). �. •
<br /> 1. HUGHES ASSOCIATES INC. IS NOT RESPONSIBLE FOR THE WATER SUPPLY OR THE EFFECT EITHER MAY HAVE ON 4. FIRE STOP ALL PENETRATIONS OF SMOKEJFIRE PARTITIONS. FIRE STOPPING SHALL BE OF U.L. LISTED ASSEMBLY. 5. STANDPIPES SHALL BE SUPPORTED BY ATTACHMENTS CONNECTED DIREGTLY TO THE STANDPIPE. STANDPIPE
<br /> THE FIRE PROTECTION SPRINKLER SYSTEMS. 5. SPRINKLER SYSTEM(S)SHALL BE DESIGNED FOR A MAXIMUM WORKING PRESSURE OF 175PSI. SUPPORTS SHALL BE PROVIDED AT THE LOWEST LEVEL,AT EACH ALTERNATE LEVEL ABOVE THE LOWEST
<br /> 2. THESE DRAWINGS HAVE BEEN PROVIDED AS A BASIS OF DESIGN. IT IS THE RESPONSIBILITY OF THE FIRE SPRINKLER 6. PROVIDE SYSTEM(S)WITH FLUSHING CONNECTIONS. LEVEL,AND AT THE TOP OF THE STANDPIPE. SUPPORTS ABOVE THE LOWEST LEVEL SHALL RESTRAIN THE PIPE �
<br /> CONTRACTOR TO PREPARE FU�LY COORDINATED SHOP DRAWINGS IN ACCORDANCE WITH NFPA 13"WORKING 7. SPRINKLER SYSTEM(S)SHA�L BE HYDROSTATICALLY TESTED FOR TWO HOURS AT 200 PSI OR AT A PRESSURE OF TO PREVENT MOVEMENT BY AN UPWARD THRUST WHERE FLEXIBLE FITTINGS ARE USED. CLAMPS SUPPORTING
<br /> DRAWINGS". 50 PSI IN EXCESS OF SYSTEM WORKING PRESSURE,WHICHEVER IS GREATER. PIPE BY MEANS OF SET SCREWS SHALL NOT BE USED.(NFPA 14;6.4).
<br /> 3. FIRE SPRINKLER CONTRACTOR SNALL PROVIDE LAYOUT OF THE SPRINKLER SYSTEM TO GIVE FULL CONSIDERATION 8. ALL SPRINKLER PIPE AND FITTINGS SHALL BE SO INSTALLED THAT THE SYSTEM CAN BE DRAINED. PROVIDE 6. EACH STANDPIPE SHALL BE PROVIDED WITH A DRAIN WITH VALVE AT THE BOTTOM OF THE STANDPIPE. PIPE
<br /> TO BLIND SPACES, PIPING, ELECTRICAL EQUIPMENT,DUCTS,AND OTHER CONSTRUCTION AND EQU►PMENT. LOCATE ADDITIONAL DRAINS AS NECESSARY. DRAIN TO DESIGNATED PLUMBING DRAIN,
<br /> SPRINKLERS IN A CONSISTENT PATTERN WITH THE CEILING AND CEfLING GRID(WHERE PROVIDED),LIGHTS,AND AIR 9. INSPECTORS TEST CONNECTIONS SHALL BE PROVIDED SO THAT THE WATER FLOW SWITCH CAN BE TESTED. 7. THE MOST REMOTE STANDPIPE SHALL BE PROVIDED WITH AN ADDITIONAL 21/2 INCH FIRE HOSE VALVE.
<br /> SUPPLY DIFFUSERS. SPRINKLERS SHALL BE LOCATED IN THE CENTER OF CEILING TILE WHERE TILE IS PROVIDED. CONNECTIONS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND DISCHARGE TO AN APPROVED LQCATIO�J. 8. PROVIDE A FIRE HQSE VALVE AT EACH FLOOR LEVEL LANDING:
<br /> DEVICES AND EQUIPMENT FOR FIRE PROTECTION SERVICE SHALL BE FM APPROVED FOR USE IN WET PIPE REFER TO DETAIL. 9. FIRE HOSE VALVES TO BE PROVIDED WITH 1 1/2"REDUCER.
<br /> SPRINKLER SYSTEMS.ALL PARAMETERS GIVEN IN THESE DOCUMENTS SHALL BE STRICTLY CONFORMED T0.ANY 10. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING ITS FUNCTION SECURED TO THE VALVE
<br /> ITEMS AND LABOR REQUIRED FOR A COMPLETE FIRE PROTECTION SYSTEM, IN ACCORDANCE WITH ALL APPLICABLE W{TH SUITABLE CHAIN.
<br /> CODES,STANDARDS,LOCAL AUTHORITIES AND THESE CONTRACT DOCUMENTS SHALL BE FURNISHED WITHOUT 11. PROVIDE A PERMANENTLY ATTACHED HYDRAU�IC NAMEPLATE STATING THE REQUIRED DESIGN CRITERIA FOR
<br /> INCURRING ANY ADDITIONAL COST TO THE OWNER.THE SPRINKLER CONTRACTOR SHALL CAREFULLY REVIEW ALL EACH DESIGNED SYSTEM. DESIGN CRITERIA: A ,
<br /> CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. 12. PIPE HANGER MATERIAL,SPACING AND METHOD OF ATTACHMENT SHALL BE PER 13;9.1,AND MANUFACTURERS 1. DESIGN AND iNSTALLATION SHALL BE IN ACCORDANCE W(TH 2O10 NFPA 13,"STANDARD FQR THE INSTALLATION OF
<br /> 4. AFTER COMPLETION, BUT BEFORE FINAL ACCEPTANCE, FIRE SPRINKLER CONTRACTOR SHALL SUBMIT COMPLETE REQUIREMENTS.
<br /> SET OF AS-BUILT DRAWINGS OF EACH SYSTEM FOR RECORD PURPOSES. 13. MAINTAIN A MINIMUM OF 18"CLEARANCE BELOW SPRINKLER DEFLECTOR(Sj AND ANY PERMANENT OR SPRINKLER SYSTEMS", 2012 INTERNATIONAL BUILDING CODE WITH STATE OF WASHINGTON AMENDMENTS, 2012 �
<br /> TEMPORARY OBSTRUCTION(S)PER. INTERNATIONAL FIRE CODE, FM GLOBAL STANDARDS, BOEING FIRE PROTECTION,LOCAL ORDINANCES AND
<br /> MATERIAL NOTES: 14. AT LEAST SIX(6)SPARE SPRINKLER HEADS OF EACH TYPE,TEMPERATURE AND ORIFICE SIZE USEQ IN THE SYSTEM AUTHORITIES HAVING JURISDICTION.
<br /> INCLUDING A SPECIAL WRENCH FOR EACH SPRiNKLER HEAD SHALL BE KEPT IN A CABINET WHERE TNE AMBIENT 2. ALL CONTROL VALVES, FLOW SW(TCHES,TAMPER SWITCHES,WATER FLOW SWITCHES,AND ANY ADDITIONAL ALARM
<br /> 1. ONLY FM APPROVED DEVICES AND MATERIALS SHALL BE INSTALLED THROUGHOUT THE SYSTEM(PER BOEING FIRE TEMPERATURE WILL AT NO TIME EXCEED 100°. INITIATION DEVICES ON THE FIRE PROTECTION SYSTEM SHALL BE ELECTRICALLY SUPERVISED BY THE BOE{NG FIRE
<br /> PROTECTION). ALARM SYSTEM.
<br /> 2. ONLY NEW SPRINKLERS,AS NOTED, OR THEIR EQUAL,SHALL BE USED. HANGER NOTES: 3. THE SPRINKLER SYSTEMS IN THE MANUFACTURING AREAS SHALL BE HYDRAULICALLY DESIGNED FOR AN FM GLOBAL
<br /> 3. ALL PIPING IN SIZES 1"THROUGH 2"SHALL BE SCH.40,ASTM A-53 BLACK STEEL PIPE,ASTM A-795,AND THREADED, HC-2 OCCUPANCY.WHERE GEILING HEIGHT IS GREATER THAN 60 FT., SPRINKLER DESIGN TO INC�UDE 6 SPRINKLERS AT
<br /> UNLESS INDICATED OTHERWISE.BRANCHLINES OF A SINGLE PIPE SIZE OF 2"MAY BE GROOVED. 1. THE COMPONENTS OF HANGER ASSEMBLIES THAT DIRECTLY ATTACH TO THE PIPE OR TO THE BUILDING 27 PSI (K25.2EC EXTENDED COVERAGE)PLUS A 500 GPM TOTAL HOSE STREAM ALLOWANCE. THE MAXIMUM AREA TO
<br /> 4. THE USE OF THREADABLE THINWALI.PIPE,SUCH AS ALLIED"XL"OR"DYNA-THREAD", IS PROHIBITED. STRUCTURE SHALL BE FM APPROVED. BE COVERED BY A SINGLE SPRINKLER SYSTEM SHALL NOT EXCEED 52,000 SQ,FT.
<br /> 5. ALL STEEL SPRINKLER PIPE SHALL HAVE A MINIMUM CORROSION RESISTANCE RATIO(CRR)OF 1.0. 2. HANGERS AND THEIR COMPONENTS SHALL BE FERROUS PER 9.1.1.5.1 UNLESS THE COMPONENTS HAVE BEEN 4. THE SPRINKLER SYSTEM IN THE AUTOCLAVE SHALL BE HYDRAULICALLY DESIGNED FOR AN FM GLOBAL HC-2
<br /> 6. ALL PIPE IN SIZES 2-1/2"THROUGH 8"SHALL BE SCH.40,ASTM A-53 BLACK STEEL,AND/OR ASTM A-795 GALVANIZED, PROVEN BY FIRE TESTS TO BE ADEQUATE FOR THE HAZARD APPLICATION,AND THAT ARE LISTED FOR THAT OCCUPANCY WITH CEILING HEIGHT UP TO 60 FT. SPRINKLER DESIGN TO PROVIDE A DENSITY OF 0.20 GPMISQ.FT.OVER �
<br /> AND ROLL-GROOVED,UNLESS INDICATED OTHERWISE. SERVICE PER 9.1.1.5.2. A REMOTE AREA OF 2,500 SQ.FT. SPRINKLER SPACING SHALL NOT EXCEED 100 SQ.FT. SPRINKLERS TO HAVE A
<br /> 7. ALL THREADED PIPE AND FITTINGS SHALL HAVE THREADS CUT TO ASME B1.20.1, PIPE THREAD, GENERAL PURPOSE 3. SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDiNG STRUCTURE, WHICH MUST MINIMUM K-FACTOR OF 8.0.
<br /> PER 13;6.5.1.1. SUPPORT THE ADDED LOAD OF THE WATER-FILLED PIPE PLUS A MINIMUM OF 250-POUNDS APPLIED AT THE POINT 5. SPRINKLER SYSTEMS IN THE TOWER OVER THE GROUND LEVEL SHALL BE HYDRAULICALLY DESIGNED FOR AN FM •
<br /> 8. ALL GROOVED BLACK STEEL PIPE SHALL BE ROLL-GROOVED. OF HANGING PER 9.2.1.3.1. GLOBAL HG2 OCCUPANCY WITH CEILING HEIGHT UP TO 30 FT. SPRINKLER DESIGN TO PROVIDE A DENSITY OF 0.20
<br /> 9. PIPE JOINED WITH GROOVED FITTINGS SHALL BE JOINED BY A LISTED COMBINATION OF FITTINGS, GASKETS,AND 4. SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO SUPPORT NON-SYSTEM COMPONENTS PER 9.1.1.7. GPM/SQ.FT,OVER A REMOTE AREA OF 2,500 SQ.FT. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ.FT.WITH A
<br /> GROOVES BY THE SAME MANUFACTURER.GROOVES SHALL BE DIMENSIONALLY COMPATIBLE WITH THE FITTINGS 5. BRANCHLINE AND MAfN HANGER LOCATION AND MAXIMUM DISTANCES SHALL MEET 9.2.2,TABLE 9.2.2.1,AND 9.2.4. MINIMUM SPACING OF 7 FT.AND A MAXIMUM SPACING OF 12 FT. SPRINKLERS TO HAVE A MINIMUM K-FACTOR OF 8.0.
<br /> PER 13;6.5.3.2. ADDITIONALLY,THERE SHALL BE NOT LESS THAN ONE HANGER FOR EACH SECTION OF PIPE PER 92.3.2.1, UNLESS 6. SPRINKLER SYSTEMS fN OFFICES, BATHROOMS, BREAK ROOMS AND OTHER AREAS IN THE LEAN-TOS CLASSIFIED AS
<br /> 10. GROOVED FITTINGS SHALL BE MALLEABLE IRON ASTM A-47,DUCTILE IRON ASTM A-635, OR WEL��D S�GM�NT SPRINKLERS ARE SPACED LESS THAN 6-F7 ApA(��'�9.2.3.2.2). NFPA 13 LIGHT HAZARD OR FM GLOBAL HC-1.A DENSITY OF.10 GPM/SQ.FT.OVER A REMOTE AREA OF 1,500 SQ.FT.TO
<br /> CARBON STEEL SCHEDULE 40 ASTM A-53. FINISH TO BE FACTORY PAINTED. 6. WALL MOUNTED SIDEWALL SPR(NKLERS SHALL BE RESTRAINED TO PREVENT MOVEMENT. BE PROVIDED. MAXIMUM SPRINKLER SPACING TO BE 225 SQ.FT.
<br /> 11. THREADED FITTINGS SHALL BE CAST IRON CtASS 125 OR 250 ANSI B16.4 OR MALLEABLE IRON CLASS 150 OR 300 ANSI 7. THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER IN A PENDENT POSITION OR DROP NIPPLE AND THE 7• MECHANICAL ROOMS,BOILER ROOMS,GENERATOR ROOMS,SUBSTATION,VACUUM ROOMS,AND INDUSTRIAL WASTE
<br /> B16.3.,AND GALVANIZED WHERE NECESSARY OR REQUIRED. LAST HANGER ON THE BRANCH LINE SHALL NOT BE GREATER THAN 12-INCHES FOR STEEL PIPE PER 9.2.3.4.3.2. ROOMS(HC-2)TO SE PROVIDED WfTH A DENSITY OF.20 GPM/SQ.FT. OVER A REMOTE AREA OF 2,500 SQ.FT. INCLUDING
<br /> 12. WELDED OUTLETS SHALL BE ANSI B16.11 FORGED STEEL PER NFPA(UL LISTED)FOR WORKING PRESSURE T0175PSI. WHEN 12-INCHES IS EXCEEDED THE PIPE SHALL BE EXTENDED BEYOND THE END SPRINKLER AND SUPPORTED BY 500 GPM FOR HOSE ALLOWANCE.SPRINKLERS TO HAVE A MINIMUM K-FACTOR OF 8.0,A MAXIMUM SPRINKLER
<br /> 13. GALVANIZED PIPE AND FITTINGS TO BE USED IN ALL AREAS WHERE P►PE IS iNSTALLED OUTSIDE OF THE BUILDING. AN ADDITIONAL HANGER PER 9.2.3.4.3.3. SPACING OF 130 SQ.FT.,A SINGLE SPRINKLER SYSTEM IN THESE AREAS MAY NOT EXCEED 52,000 SQ,FT. �
<br /> 14. THE AUTOMATIC SPRINKLER RISERS SHALL BE EQUIPPED WITH A VICTAULIC MODEL 705W INDICATING BUTTERFLY 8. THE HANGER CLOSEST TO THE SPRINKLER SHALL BE OF A TYPE THAT PREVENT UPWARD MOVEMENT OF THE 8. SPRINKLER SYSTEMS fN THE TOWER ON LEVELS M1,2,AND 3(UNLESS NOTED OTHERWISE ON THE PLANS) '. °
<br /> CONTROL VALVE WITH WTEGRAL VALVE TAMPER SWITCH,A VIKING OR RE�IABLE CHECK VALVE,TEST AND DRAIN, PIPE PER 9.2.3.4.3.4.,AND 9.2.3.5.2.2 CLASSIFIED AS NFPA 13 ORDINARY HAZARD GROUP II OR FM GLQBAL HC-2. A DENSITY OF.20 GPM/SQ.FT.OVER A
<br /> GAUGES AND WATER FLOW SWITCH. THE RISERS SHALL BE EQUIPPED WITH A MAIN DRAIN THAT IS ROUTED TO THE 9. WHERE THE BRANCH LINE ABOVE A CEILING SUPPLIES SPRINKLERS IN A PENDENT POSITION BELOW THE CEILING, REMOTE AREA OF 2,500 SQ.FT.TO BE PROVIDED. MAXIMUM SPRINKLER SPACING TO BE 130 SQ.FT.FOR STANDARD �
<br /> EXTERIOR OF THE BUILDING OR DESIGNATED PLUMBING DRAIN. THE NIPPLE AND PIPE FOR THE 2 IN. MAIN DRAIN THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A SPRINKLER OR SPRINKLER DROP SPRAY SPRINKLERS. �
<br /> SHALL BE GALVANIZED PIPE. SHALL NOT EXCEED 12 INCHES FOR STEEL PIPE PER 9.2.3.5.2.1. 9. HYDRAULIC CALCULATIONS SHALL INCLUDE A MINIMUM OF 10%SAFETY MARGIN AT THE CONNECTION TO THE
<br /> 10. TRP,PEZE HANGERS SHALL BE USED WHERE NECESSARY TO MEET THE ABOVE HANGING REQUIREMENTS TO UNDERGROUND FIRE MAIN.
<br /> INSTALLATION NOTES: TRANSFER LOADS TO APPROPRIATE STRUCTURAL MEMBERS.TRAPEZE HANGERS SHALL COMPLY WITH NFPA 13. 10. THE NUMBER OF SPRINKLER ZONES NOT TO BE REDUCED FROM THE NUMBER SHOWN.ORIENTATiON OF SPRINKLER
<br /> SPRINKLER CONTRACTOR SHALL PROVIDE DETAILS OF SUCH HANGERS. ZONES TO REMAW AS SHOWN.
<br /> 1. THE WELDING OF PIPE OR FITTINGS ON THE JOB SITE PREMISES IS PROHIBITED. 11. TRAPEZE HANGERS SHALL COMPLY WITH FM GLOBAL AND NFPA 13. 11. THE AUTOMATlC CLASS I STANDPIPE TO BE CALCULATED TO PROVIDE 500 GPM AT 100 PSI AT THE MOST REMQTE FIRE
<br /> 2. ALL PIPE LENGTHS ARE SHOWN CENTER-TO-CENTER UNLESS OTHERWISE NOTED. 12. THREADED SECTIONS OF ROD SHALL NOT BE FORMED OR BENT PER 9.1.2.5. HOSE VALVE OUTLET AT THE CATWALK LEVEL.A TOTAL STANDPIPE CAPACITY OF 1000 GPM SHALL BE CALCULATED
<br /> 3. ALL SPRINKLERS SHALL BE INSTALLED ACCORDING TO THEIR�ISTWGS SPACWG AND OBSTRUCTION REQUIREMENTS. 13. FIRE SPRINK�ER CONTRACTOR SHALL VERIFY WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER ALL WITH 500 GPM FLOWING FROM THE MOST REMOTE TWO STANDPIPES.
<br /> 4. SPRINKLER DEFLECTORS SHALL BE INSTALLED PARALLEL TO ROOFlGEILlNG SLOPE PER 13;8.6.4.2.1,UN�ESS MEANS OF CONNECTING HANGERS TO THE CONGRETE FLOORS AND ROOF STEEL.THE METHOD OF ATTACHMENT 12. THE PAINT BOOTH SHALL BE PROTECTED AS AN EXTRA HAZARD GROUP 2 OCCUPANCY AND BE PROVIDED WITH A
<br /> OTHERWlSE NOTED. SHALL BE APPROVED PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND ANY INSTALLATION. DENSITY OF.40 GPM/SQ.FT.OVER A REMOTE AREA OF 2,500 SQ.FT.A HOSE ALLOWANCE OF 500 GPM SHALL BE
<br /> 5. PIPE OR FITTINGS,AND COMPONENTS, INSTALLED OUTSIDE THE BUILDING,SUCH AS DRAIN PIPE EXPOSED TO 14. "C"CLAMPS SHALL NOT BE USED UNLESS RETAINER CLIPS ARE USED IN CONJUNCTION WITH THE"C"CLAMPS. P 0 IDED. �
<br /> WEATHER CONDITIONS,SHALL 8E GALVANIZED OR OTHER APPROVED CORROSION-RESISTIVE MATERIAL. PIPE HANGERS AND SUPPORTS FOR GALVANIZED SPRlNKLER PIPING FOR DRY SPRINKLER SYSTEMS SHALL ALSO 13. THE R EZER I DES GNED OR 14FT.OF UNEXPAN ED, U CARTONED PLASTI S IN SINGLE AND DOUBLE ROW RACKS °.
<br /> 6. LOCATE SPRINKLER HEADS IN A CONSISTENT PATTERN W1TH CEILING GRID,LIGHTS,AND SUPPLY AND RETURN AIR BE GALVANIZED, SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILQING STRUCTURE, WITH OPEN GRATiNG SHELVES.TEMPERATURE OF FREEZER NOT TO BE LESS THAN 10 DEGREES F.SPRINKLERS TO
<br /> DIFFUSERS. FOR SPACES WITH LAY-1N TYPE CEIL(NGS, LOCATED SPRINKLERS IN CENTER OF TILE. THE DESIGN WHICH MUST SUPPORT THE ADDED LOAD OF THE WATER FILLED PIPE PLUS A MINIMUM OF 250 POUNDS APPLIED BE OF ESFR TYPE.BASIS OF DESIGN IS THE TYCO 7229 DRY-PENDENT WITH MINfMUM LENGTH OF 361/2�NCHES.
<br /> SHALL GIVE FULL CONSIDERATION TO BLIND SPACES,OTHER SYSTEM PIPING, ELECTRICAL EQUIPMENT, HVAC AT THE POINT OF HANGING IN ACCORDANCE WITH NFPA 13. THE TYPES OF HANGERS USED AND INSTALLATION SPRINKLERS TO HAVE A K-FACTOR OF 16.8. THE MINIMUM DISTANCE BETWEEN SPRINKLERS IS TO BE 8'AND THE 4, '
<br /> DUCTWORK,AND ALL OTHER TYPES OF OBSTRUCTIONS WHICH COULD PREVENT THE PROPER INSTALLATION AND METHODS EMPLOYED SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS SET FORTH IN NFPA 13(PER BOEING MAXIMUM DISTANCE BETWEEN SPRINKLERS IS TO BE 12'. THE MINIMUM SPRINKLER PROTECTION AREA IS TO BE 64
<br /> OPERATION OF THE SPR(NKLER SYSTEM. FlRE PROTECT�ON). SQ.FT.AND THE MAXIMUM SPRINKLER PROTECTION AREA IS TO BE 100 SQ.FT. SPRINKLERS TO BE INSTALLED WITH
<br /> 7. SPRINKLERS IN AREAS WITH CEILING TILE SHALL BE INSTALLED CENTER OF TILE. 15. SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION IN REGARDS TO HANGING OF PIPING FROM STRUCTURE. TNEIR DEFLECTORS 13"DOWN FROM THE CEILING ABOVE.HYDRAULIC CALCULATIONS TO BE PER FM DATA SHEET 8- �
<br /> 8. UPRIGHT SPRINKLERS WSTALLED DIRECTLY CONNECTED TO PIPING OF 3 INCHES AND GREATER SHALL BE PROVIDED TABLE 11 FOR 12 ESFR K16.8 SPRINKLERS AT 35 PSL
<br /> ON SPRIG-UPS. CONTRACTOR:
<br /> 9. PROVIDE INSPECTOR'S TEST AND DRAIN CONNECTION FOR ALL SPRWKLER SYSTEMS FOR TESTING OF WATERFLOW
<br /> SWITCH. 1. THESE DOCUMENTS SHALL SERVE AS A BASIS FOR DESIGN.
<br /> 10. ESCUTCHEONS SHALL BE PROVIDED WHERE PIPES PASS THROUGH WALLS, FLOORS,AND CEILING. SPRINKLER 2. SEE CLARIFICATION NOTES ABOVE.ADDITIONAL SPRINKLER PROTECTION SHALL BE PROVIDED BENEATH
<br /> ESCUTCHEONS IN ALL FINISHED AREAS SHALL BE CHROME PLATED AND INSTALLED AS LISTED IN THE OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13.THIS INCLUDES, BUT IS NOT LIMITED T0,THE HVAC DUCTWORK.
<br /> MANUFACTURES LITERATURE(PER BOEING FIRE PROTECTION). CONTRACTOR BASE 81D PRICE SHALL INCLUDE ALL REQUIRED SPRINKLERS, INCLUDING THOSE NOT YET SPRINKLER LEGEND ,
<br /> 11. FIRE DEPARTMENT CONNECTIONS ARE NOT REQUIRED PER BOEING FIRE PROTECTION. INCORPORATED INTO THE PLAN LAYOUT DOCUMENTS.
<br /> 12. CLASS 1 STANDPIPES TO BE PROVIDED WITH 21l2"FIRE HOSE VALVES WITH 21l2"X 1 1/2"REDUCER AND CAPS(PER 3. SPRINKLER CONTRACTOR SHALL VISIT JQB SITE AND BECOME FAMILIAR WITH FIELD CONDITIONS,AND TO IDENTIFY SYMBOL MFG TYPE MODEL TEMP. SIN NOM.K-FACTOR FINISH ESCUTCHEON
<br /> BOEING FIRE PROTECTION). ANY COORDINATION CONFLICTS. � ,
<br /> 4. SPRiNKLER CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THE INSTALLATION AND TESTING OF FIRE 3 � TYCO DRY-P-ESFR ESFR-17 165° TY7229 16.8 BRASS N/A
<br /> SEISMIC BRACiNG FOR PIPING: SPRINKLER SYSTEM(S}INCLUDED IN THIS WORK-SCOPE,AND ADHERE Ta ALL PERMIT,LICENSE AND �
<br /> GOVERNMENTAL REQUIREMENTS. � VIKING ECU-QR N/A 214° VK595 25.2 BRASS N/A
<br /> 1. PROTECTION OF PIPING AGAINST DAMAGE FROM EARTHQUAKES SHALL BE PROVIDED IN ACCORDANGE WITH NFPA 5. CONTRACTOR SHALL OBTAIN GURRENT FIRE PUMP TEST TO BE USED AS THE WATER SUPPLY.
<br /> 13,2010 EDITION AND FM DS 2-8. NOT ALL REQUIREMENTS ARE LISTED BELOW.CONTRACTOR SHALL PROVIDE ALL 6. FIRE SPRINKLER CONTRACTOR SHALL PROVIDE TO OWNER ALL LITERATURE AND INSTRUCTIONS PROVIDED BY 0 VIKING SSU-QR MICROFAST 155° VK350 8A BRASS N/A �
<br /> REQUIRED SEISMIC BRACING MATERIAL ANDJNSTALLATION.ALL MEANS AND METHODS SHALL BE INDICATED ON THE MANUFACTURER DESCRIBING PROPER OPERATION AND MAINTENANCE OF ANY EQUIPMENT AND DEVICES
<br /> SHOP DRAWINGS. CALCULATIONS SHALL BE PROVIDED FOR REVIEW AND APPROVAL FOR EACH BRACING METHOD INSTALLED,AND A COPY OF NFPA 25,"STANDARD FOR THE INSPECTION,TESTWG,AND MAINTENANCE OF WATER- � VIKING SSU-QR MICROFAST 175° VK350 8.0 BRASS N/A
<br /> AND DIFFERENT ANGLE. BASED FIRE PROTECTION SYSTEMS PER 10-4.
<br /> 2. LISTED FLEXIBLE PIPE COUPLINGS JOINING GROOVED END PIPE SHALL BE PROVIDED AS F�EXURE JOINTS TO ALLOW 7. FIRE SPRINKLER CONTRACTOR SHALL INSTAL.L SYSTEM PIPING AND COMPONENTS IN A WORKMANSHIP LIKE � VIKING SSP-QR MICROFAST 155° VK302 5.6 WHITE RECESSED
<br /> INDIVIDUAL SECTIONS OF PIPING 21/2 IN. (64 MM)OR LARGER TO MOVE DIFFERENTIALLY WITH THE INDIVIDUAL MANNER.CHANGES IN INSTALLATION AS A RESULT OF POOR CRAFTSMANSHIP SHALL BE AS DIRECTED BY THE
<br /> SECTIONS OF THE BUILDING TO WHICH IT IS ATTACHED IN ACCORDANCE WfTH NFPA 13. (COUPLINGS THAT PERMIT ARCHITECT, ENGINEER OR OWNER,AND SHALL BE AT NO ADDITIONAL COST TO THE OWNER. � VIKING SSP-QR MICROFAST 200° VK352 8.0 BRASS STANDARD • ,
<br /> LESS THAN 1 DEGREE OF ANGULAR MOVEMENT AT THE GROOVED CONNECTION ARE NOT CONSIDERED TO BE 8. THE INSTALLING CONTRACTOR SHALL ENSURE THE SPRINKLER SYSTEM IS COORDINATED WITH ALL OTHER
<br /> FLEXIBLE COUPLINGS) TRADES AND BUILDING FEATURES.SPRINKLERS SHA�L BE LOCATED IN ACCORDANCE WITH THE APPLICABLE e VIKING SSU-QR MICROFAST 200° VK350 8.0 BRASS N/A
<br /> 3. THE SYSTEM PIPING SHALL BE BRACED TO RESIST BOTH IATERAL AND LONGITUDINAL HORIZONTAL SEISMIC LOADS SECTIONS OF NFPA 13 FOR OBSTRUCT�ONS.THIS SHALL 1NCLUDED OBSTRUCTIONS TO SPRINKLER DISCHARGE .
<br /> AND TO PREVENT VERTICAL MOTION RESULTING FROM SEISMIC LOADS.THE STRUCTURAL COMPONENTS TO WHICH OBSTRUCTIONS THAT PREVENT SPRINKLER DISCHARGE FROM REACHfNG THE HAZARD AND OBSTRUCTIONS TO � � VIKING SSP-QR MICROFAST 155° VK352 8.0 WHITE RECESSED
<br /> BRACING IS ATTACHED SHALL BE DETERMINED TO BE CAPABLE OF CARRYING THE ADDED APPL4ED SEISMIC LOADS. SPRlNKLER DISCHARGE PATTERN DEVELOPMENT.CONTRACTOR SHALL LOCATE SPRINKLERS AS REQUIRED TO
<br /> THE STRUCTURAL COMPONENTS TO WHICH BRACING IS ATTACHED SHALL BE DETERMINED TO BE CAPABLE OF ADHERE TO THESE REQUIREMENTS AND 1 OR PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY TO COMPLY WITH ^ � TYCO HSW-SR TY-B 200° TY3351 5.6 POLYESTER N/A
<br /> CARRYING THE ADDED APPLIED SEISMIC LOADS. THESE SECTIONS. L
<br /> 4. TOPS OF ALL RISERS SHALL BE SECURED AGAINST DRIFTING IN ANY DIRECTION,UTILIZING A FOUR-WAY SWAY 9. SPRINKLERS SHALL BE INSTALLED UNDER FIXED OBSTRUCTIONS OVER 4 FT. IN WIDTH. SUGH lTEMS INCLUDE, BUT � TYCO SSP-SR ELO-231 B 155° TY5251 11.2 BRASS N!A �
<br /> BRACE. THE FOUR-WAY BRACE PROVIDED AT THE RISER CAN ALSO PROVIDE LONGITUDINAL AND LATERAL BRACING NOT LIMITED T0, MEZZANINES, DUCTWORK, DECKS, OPEN GRATE FLOORING,AND OVERHEAD DOORS.NOT ALL
<br /> FOR ADJACENT MAINS. REQUIRED SPRlNKLERS MAY BE SHOWN ON THESE DOCUMENTS.CONTRACTOR TO PROVIDE ALL REQUIRED � TYCO SSU-SR ELO-231 B 155° TY5151 11.2 BRASS N/A
<br /> 5. BRACING SHALL BE ATTACHED DIRECTLY TO FEED AND CROSS MAINS. EACH RUN OF PIPE BETWEEN CHANGES IN SPRINKLERS AS A PART OF BASE BID.
<br /> DIRECTION SHALL BE PROVIDED WITH BOTH LATERALAND LONGITUDINAL BRACING. �
<br /> PAINT BOOTH NOTES:
<br /> 1. THE PAINT BQOTH SHALL BE PROTECTED AS AN EXTRA HAZARD GROUP 2 AND PROVIDED WITH A DENSITY � .
<br /> OF.40 GPMISQ.FT. OVER A REMOTE AREA OF 2,500 SQ.FT.A HOSE ALLOWANCE OF 50Q GPM SHALL BE
<br /> PROVIDED
<br /> 2. SPRINKLERS INSTALLED IN THE PAINT BOOTH SHALL BE PERMITTED TO BE COVERED ONLY BY CELLOPHANE
<br /> BAGS HAVING A THICKNESS OF 0.08 MM(0.003 IN.)OR LESS OR BY THIN PAPER BAGS. THESE COVERINGS
<br /> SHALL BE REPLACED FREQUENTLY SO THAT HEAVY DEPOSITS OF RESIDUE DO NOT ACCUMULATE.
<br /> 3. SPRINKLER PROTECTION SHALL BE PROVIDED FOR ALL AREAS INDICATED IN NFPA 33. THIS INCLUDES,BUT C�
<br /> NOT LIM{TED T0,SPRAY AREAS AND ASSOCIATED EXHAUST P�ENUMS AND EXHAUST DUCTWORK,ANY �
<br /> PARTICULATE FILTERS,ANY SOLVENT CONCENTRATOR UNITS,ANY RECIRCULATION AIR SUPPLY UNITS,
<br /> AND MIXING ROOMS.
<br /> 4. COLUMN PROTECTION SHALL BE PROVIDEQ IN PAINT STORAGE, PAINT MIXING,AND GUN CLEANING ROOMS
<br /> IN ACCORDANCE WITH FM GLOBAL DATA SHEET 7-32. � �
<br /> 5. EXHAUST STACK TO BE PROVIDED W1TH DRY-PIPE SPRINKLER PROTECTION. DRY-PIPE PIPING TO BE
<br /> PITCHED A MINIMUM OF 1/2"PER 10 FT. (FOR BOTH MAINS AND BRANCHLINES). ALL PIPING TO BE
<br /> SCHEDULE 40 BLACK STEEL. ALL PIPING AND F►TTINGS TO BE PAINTED. ALL SPRINKLERS TO BE PROVIDED �
<br /> A MANUFACTURES APPLIED CORROSION RESISTANT COATING. CONTRACTOR TO PROVIDE AUXILIARY
<br /> DRAINS AS NECESSARY IN LOCAT�ONS REQUIRED BY NFPA 13. ALL HANGERS AND ALL THREAD ROD TO BE
<br /> GALVANIZED. �� R• nA���
<br /> ,r,, �wAsy�� n��
<br /> JENSEN HUGHES �� �VQ ;:.� �1. �
<br /> �T �/6_ �` �
<br /> 725 Primera Bivd � Suite 215 � Lake Mary, FL 32746 .`� ' '�
<br /> . 5)7?? .�� ��`
<br /> P 407.647.3737 � F 407.647.4929 900 SW 16th Street Su�te 307 � o �rvtsr���� fi'�
<br /> www.jensenhughes.com , �r, �au
<br /> Project: 1HRB00390 Renton, Wash�ngton 98457 / ss�o��,l.�� Q . ,
<br /> �
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> SYM REVISION BY APPROVED DATE SYM RcVISION BY APPROVED DATE oF WAsy ACCEPTABILITY CGB 12l22/15 N
<br /> 0 ISSUE FOR CONSTRUCTION CGB NRB 10/09/94 5 REVISION-RELEASE 32(P2P 90p BOOTHS#1/60p BOOTHS#2) CGB HRB 12/01/15 �P��` �y�r THIS DESIGN AND/OR CHECKED FI RE PROTECTION NOTE SH EET W2548317 6 12/22/15 0 �
<br /> 5 � SPECIFICATION IS APPROVED CGB 12/22/15 SHEET m
<br /> BRPH ARCHITECTs E NG I NE E R TITLE O
<br /> 1 REVISION-RELEASE 16(90p TI) CGB HRB 04121115 6 REVISION-RELEASE 33 CGB HRB 12/22/15 BOE,�� � ENGINEERSINC. APPROVED BY DEPT. DATE HRB 12/22/15 BOEING 777X CWC BUILDING N
<br /> 2 REVISION-RELEASE 18 CGB HRB 05/19/15 � N0.3137 CHECKED M 2 �
<br /> p �
<br /> BUILDING40-58 "
<br /> 3 REVISION-RELEASE 26(50p FREEZER) CGB HRB 09/08/15 m�',�cAr� o�\�P�o APPROVED JOB NO. COMP NO. 4O-5S-MZp �
<br /> i
<br /> 4 REVISION-RELEASE 29 CGB HRB 10/20115 OF AUZH APPROVED MECHANICAL MASTER EVERETT, WA °w�No. 40-58-M2p
<br />
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