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SCOPE OF WORK: GENERAL NOTES: DESIGN CRITERIA:
<br /> THE SCOPE OF WORK FOR THE INSTALLING CONTRACTOR SHALL INCLUDE THE FOLLOWING: 1. DO NOT SCALE PLANS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS. 1. DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH 2013 NFPA 13,"STANDARD FOR THE INSTALLATION OF
<br /> 1. THE LAYOUT, INSTALLATION AND TESTING 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 SPRINKLER SYSTEMS",2015 INTERNATIONAL BUILDING CODE WITH STATE OF WASHINGTON AMENDMENTS,2015
<br /> EQUIPMENT THROUGHOUT THE AUTOCLAVE ADDITION CONNECTED TO THE EXISTING BUILDING FIRE PROTECTION CONTRACTOR TO PROVIDE DETAIL, DESIGN AND INSTALLATION DOCUMENTS.REFER TO PLANS,NOTES AND INTERNATIONAL FIRE CODE, FM GLOBAL STANDARDS,BOEING FIRE PROTECTION, LOCAL ORDINANCES AND
<br /> SYSTEMS. DETAILS,AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. AUTHORITIES HAVING JURISDICTION,
<br /> 3. WATER FLOW SWITCH AND SUPERVISORY SWITCH CONNECTIONS SHALL BE ACCOMPLISHED BETWEEN THE 2. ALL CONTROL VALVES,FLOW SWITCHES,TAMPER SWITCHES,WATER FLOW SWITCHES,AND ANY ADDITIONAL
<br /> THE EXISTING EQUIPMENT SHOWN ON THE PLANS ARE BASED UPON WESTERN STATES FIRE PROTECTION CO.AS- DIFFERENT RESPONSIBLE TRADES. ELECTRICAL WIRING CONNECTIONS TO ELECTRICAL FIRE PROTECTION ALARM INITIATION DEVICES ON THE FIRE PROTECTION SYSTEM SHALL BE ELECTRICALLY SUPERVISED BY THE
<br /> BUILT DOCUMENTS DATED 05/02/16. INSTALLING CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING DEVICES SHALL BE UNDER THE ELECTRICAL/FIRE ALARM DIVISION. BOEING FIRE ALARM SYSTEM.
<br /> • EQUIPMENT. 4. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE PARTITIONS. FIRE STOPPING SHALL BE OF U.L.LISTED ASSEMBLY, 3. THE SPRINKLER SYSTEM IN THE AUTOCLAVE SHALL BE HYDRAULICALLY DESIGNED FOR AN FM GLOBAL HC-2
<br /> 5. SPRINKLER SYSTEM(S)SHALL BE DESIGNED FOR A MAXIMUM WORKING PRESSURE OF 175PSI. OCCUPANCY WITH CEILING HEIGHT UP TO 30 FT. SPRINKLER DESIGN TO PROVIDE A DENSITY OF 0.20 GPM/SQ.FT.
<br /> CLARIFICATIONS: 6. PROVIDE SYSTEM(S)WITH FLUSHING CONNECTIONS. OVER A REMOTE AREA OF 2,500 SQ.FT. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ.FT. SPRINKLERS TO
<br /> 7. SPRINKLER SYSTEM(S)SHALL BE HYDROSTATICALLY TESTED FOR TWO HOURS AT 200 PSI OR AT A PRESSURE OF HAVE A MINIMUM K-FACTOR OF 8.0.
<br /> 1. HUGHES ASSOCIATES INC. IS NOT RESPONSIBLE FOR THE WATER SUPPLY OR THE EFFECT EITHER MAY HAVE ON 50 PSI IN EXCESS OF SYSTEM WORKING PRESSURE,WHICHEVER IS GREATER. 4. HYDRAULIC CALCULATIONS SHALL INCLUDE A MINIMUM OF 10%SAFETY MARGIN AT THE CONNECTION TO THE
<br /> THE FIRE PROTECTION SPRINKLER SYSTEMS. 8. ALL SPRINKLER PIPE AND FITTINGS SHALL BE SO INSTALLED THAT THE SYSTEM CAN BE DRAINED. PROVIDE UNDERGROUND FIRE MAIN.
<br /> 2. THESE DRAWINGS HAVE BEEN PROVIDED AS A BASIS OF DESIGN. IT IS THE RESPONSIBILITY OF THE FIRE ADDITIONAL DRAINS AS NECESSARY. 5. THE NUMBER OF SPRINKLER ZONES NOT TO BE REDUCED FROM THE NUMBER SHOWN. ORIENTATION OF
<br /> SPRINKLER CONTRACTOR TO PREPARE FULLY COORDINATED SHOP DRAWINGS IN ACCORDANCE WITH NFPA 13 9. INSPECTORS TEST CONNECTIONS SHALL BE PROVIDED SO THAT THE WATER FLOW SWITCH CAN BE TESTED. SPRINKLER ZONES TO REMAIN AS SHOWN.
<br /> "WORKING DRAWINGS". CONNECTIONS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND DISCHARGE TO AN APPROVED LOCATION.
<br /> 3. FIRE SPRINKLER CONTRACTOR SHALL PROVIDE LAYOUT OF THE SPRINKLER SYSTEM TO GIVE FULL REFER TO DETAIL.
<br /> CONSIDERATION TO BLIND SPACES,PIPING,ELECTRICAL EQUIPMENT,DUCTS,AND OTHER CONSTRUCTION AND 10. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING ITS FUNCTION SECURED TO THE VALVE
<br /> EQUIPMENT. LOCATE SPRINKLERS IN A CONSISTENT PATTERN WITH THE CEILING AND CEILING GRID(WHERE WITH SUITABLE CHAIN,
<br /> PROVIDED), LIGHTS,AND AIR SUPPLY DIFFUSERS. SPRINKLERS SHALL BE LOCATED IN THE CENTER OF CEILING 11. PROVIDE A PERMANENTLY ATTACHED HYDRAULIC NAMEPLATE STATING THE REQUIRED DESIGN CRITERIA FOR • ..s
<br /> TILE WHERE TILE IS PROVIDED. DEVICES AND EQUIPMENT FOR FIRE PROTECTION SERVICE SHALL BE FM EACH DESIGNED SYSTEM.
<br /> . APPROVED FOR USE IN WET PIPE SPRINKLER SYSTEMS.ALL PARAMETERS GIVEN IN THESE DOCUMENTS SHALL 12. PIPE HANGER MATERIAL,SPACING AND METHOD OF ATTACHMENT SHALL BE PER 13;9.1,AND MANUFACTURERS /�
<br /> BE STRICTLY CONFORMED TO.ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE FIRE PROTECTION SYSTEM, REQUIREMENTS. `}
<br /> IN ACCORDANCE WITH ALL APPLICABLE CODES,STANDARDS,LOCAL AUTHORITIES AND THESE CONTRACT 13. MAINTAIN A MINIMUM OF 18"CLEARANCE BELOW SPRINKLER DEFLECTOR(S)AND ANY PERMANENT OR
<br /> DOCUMENTS SHALL BE FURNISHED WITHOUT INCURRING ANY ADDITIONAL COST TO THE OWNER.THE SPRINKLER TEMPORARY OBSTRUCTION(S)PER.
<br /> CONTRACTOR SHALL CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES 14. AT LEAST SIX(6)SPARE SPRINKLER HEADS OF EACH TYPE,TEMPERATURE AND ORIFICE SIZE USED IN THE SYSTEM
<br /> BEFORE PREPARING SHOP DRAWINGS. INCLUDING A SPECIAL WRENCH FOR EACH SPRINKLER HEAD SHALL BE KEPT IN A CABINET WHERE THE AMBIENT
<br /> . 4. AFTER COMPLETION,BUT BEFORE FINAL ACCEPTANCE,FIRE SPRINKLER CONTRACTOR SHALL SUBMIT COMPLETE TEMPERATURE WILL AT NO TIME EXCEED 100°.
<br /> SET OF AS-BUILT DRAWINGS OF EACH SYSTEM FOR RECORD PURPOSES.
<br /> HANGER NOTES:
<br /> MATERIAL NOTES:
<br /> 1. THE COMPONENTS OF HANGER ASSEMBLIES THAT DIRECTLY ATTACH TO THE PIPE OR TO THE BUILDING
<br /> 1. ONLY FM APPROVED DEVICES AND MATERIALS SHALL BE INSTALLED THROUGHOUT THE SYSTEM(PER BOEING STRUCTURE SHALL BE FM APPROVED.
<br /> FIRE PROTECTION). 2. HANGERS AND THEIR COMPONENTS SHALL BE FERROUS PER 9.1.1.5.1 UNLESS THE COMPONENTS HAVE BEEN
<br /> 2. ONLY NEW SPRINKLERS,AS NOTED,OR THEIR EQUAL,SHALL BE USED. PROVEN BY FIRE TESTS TO BE ADEQUATE FOR THE HAZARD APPLICATION,AND THAT ARE LISTED FOR THAT .
<br /> 3. ALL PIPING IN SIZES 1"THROUGH 2"SHALL BE SCH.40,ASTM A-53 BLACK STEEL PIPE,ASTM A-795,AND SERVICE PER 9.1.1.5.2.
<br /> THREADED,UNLESS INDICATED OTHERWISE.BRANCHLINES OF A SINGLE PIPE SIZE OF 2"MAY BE GROOVED. 3. SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE,WHICH MUST
<br /> 4. THE USE OF THREADABLE THINWALL PIPE,SUCH AS ALLIED"XL"OR"DYNA-THREAD", IS PROHIBITED. SUPPORT THE ADDED LOAD OF THE WATER-FILLED PIPE PLUS A MINIMUM OF 250-POUNDS APPLIED AT THE POINT
<br /> 5. ALL STEEL SPRINKLER PIPE SHALL HAVE A MINIMUM CORROSION RESISTANCE RATIO(CRR)OF 1.0. OF HANGING PER 9.2.1.3.1.
<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 4. SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO SUPPORT NON-SYSTEM COMPONENTS PER 9.1.1.7.
<br /> GALVANIZED,AND ROLL-GROOVED, UNLESS INDICATED OTHERWISE. 5. BRANCHLINE AND MAIN HANGER LOCATION AND MAXIMUM DISTANCES SHALL MEET 9.2.2,TABLE 9.2.2.1,AND 9.2.4.
<br /> 7. ALL THREADED PIPE AND FITTINGS SHALL HAVE THREADS CUT TO ASME B1.20.1,PIPE THREAD, GENERAL ADDITIONALLY,THERE SHALL BE NOT LESS THAN ONE HANGER FOR EACH SECTION OF PIPE PER 9.2.3.2.1,UNLESS
<br /> PURPOSE PER 13;6.5.1.1. SPRINKLERS ARE SPACED LESS THAN 6-FT APART(9.2.3.2.2).
<br /> 8. ALL GROOVED BLACK STEEL PIPE SHALL BE ROLL-GROOVED. 6. WALL MOUNTED SIDEWALL SPRINKLERS SHALL BE RESTRAINED TO PREVENT MOVEMENT.
<br /> 9. PIPE JOINED WITH GROOVED FITTINGS SHALL BE JOINED BY A LISTED COMBINATION OF FITTINGS,GASKETS,AND 7. THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER IN A PENDENT POSITION OR DROP NIPPLE AND THE
<br /> GROOVES BY THE SAME MANUFACTURER.GROOVES SHALL BE DIMENSIONALLY COMPATIBLE WITH THE FITTINGS LAST HANGER ON THE BRANCH LINE SHALL NOT BE GREATER THAN 12-INCHES FOR STEEL PIPE PER 9.2.3.4.3.2.
<br /> PER 13;6.5.3.2. WHEN 12-INCHES IS EXCEEDED THE PIPE SHALL BE EXTENDED BEYOND THE END SPRINKLER AND SUPPORTED BY
<br /> 10. GROOVED FITTINGS SHALL BE MALLEABLE IRON ASTM A-47,DUCTILE IRON ASTM A-635,OR WELDED SEGMENT AN ADDITIONAL HANGER PER 9.2.3.4.3.3.
<br /> CARBON STEEL SCHEDULE 40 ASTM A-53. FINISH TO BE FACTORY PAINTED. 8. THE HANGER CLOSEST TO THE SPRINKLER SHALL BE OF A TYPE THAT PREVENT UPWARD MOVEMENT OF THE
<br /> 11. THREADED FITTINGS SHALL BE CAST IRON CLASS 125 OR 250 ANSI B16.4 OR MALLEABLE IRON CLASS 150 OR 300 PIPE PER 9.2.3.4.3.4.,AND 9.2.3.5.2.2.
<br /> ANSI B16.3.,AND GALVANIZED WHERE NECESSARY OR REQUIRED. 9. WHERE THE BRANCH LINE ABOVE A CEILING SUPPLIES SPRINKLERS IN A PENDENT POSITION BELOW THE CEILING,
<br /> 12. WELDED OUTLETS SHALL BE ANSI B16,11 FORGED STEEL PER NFPA(UL LISTED)FOR WORKING PRESSURE TO THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A SPRINKLER OR SPRINKLER DROP
<br /> 175PSI. SHALL NOT EXCEED 12 INCHES FOR STEEL PIPE PER 9.2.3.5.2.1.
<br /> 13. GALVANIZED PIPE AND FITTINGS TO BE USED IN ALL AREAS WHERE PIPE IS INSTALLED OUTSIDE OF THE 10. TRAPEZE HANGERS SHALL BE USED WHERE NECESSARY TO MEET THE ABOVE HANGING REQUIREMENTS TO
<br /> BUILDING. TRANSFER LOADS TO APPROPRIATE STRUCTURAL MEMBERS.TRAPEZE HANGERS SHALL COMPLY WITH NFPA 13.
<br /> 14. THE AUTOMATIC SPRINKLER RISERS SHALL BE EQUIPPED WITH A VICTAULIC MODEL 705W INDICATING BUTTERFLY SPRINKLER CONTRACTOR SHALL PROVIDE DETAILS OF SUCH HANGERS.
<br /> CONTROL VALVE WITH INTEGRAL VALVE TAMPER SWITCH,A VIKING OR RELIABLE CHECK VALVE,TEST AND 11. TRAPEZE HANGERS SHALL COMPLY WITH FM GLOBAL AND NFPA 13.
<br /> DRAIN,GAUGES AND WATER FLOW SWITCH. THE RISERS SHALL BE EQUIPPED WITH A MAIN DRAIN THAT IS 12. THREADED SECTIONS OF ROD SHALL NOT BE FORMED OR BENT PER 9.1.2.5.
<br /> ROUTED TO THE EXTERIOR OF THE BUILDING OR DESIGNATED PLUMBING DRAIN. THE NIPPLE AND PIPE FOR THE 13. FIRE SPRINKLER CONTRACTOR SHALL VERIFY WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER ALL
<br /> 2 IN.MAIN DRAIN SHALL BE GALVANIZED PIPE. MEANS OF CONNECTING HANGERS TO THE CONCRETE FLOORS AND ROOF STEEL.THE METHOD OF ATTACHMENT
<br /> SHALL BE APPROVED PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND ANY INSTALLATION.
<br /> INSTALLATION NOTES: 14. "C"CLAMPS SHALL NOT BE USED UNLESS RETAINER CLIPS ARE USED IN CONJUNCTION WITH THE"C"CLAMPS.
<br /> PIPE HANGERS AND SUPPORTS FOR GALVANIZED SPRINKLER PIPING FOR DRY SPRINKLER SYSTEMS SHALL ALSO
<br /> 1. THE WELDING OF PIPE OR FITTINGS ON THE JOB SITE PREMISES IS PROHIBITED. BE GALVANIZED. SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE,
<br /> 2. ALL PIPE LENGTHS ARE SHOWN CENTER-TO-CENTER UNLESS OTHERWISE NOTED. WHICH MUST SUPPORT THE ADDED LOAD OF THE WATER FILLED PIPE PLUS A MINIMUM OF 250 POUNDS APPLIED
<br /> 3. ALL SPRINKLERS SHALL BE INSTALLED ACCORDING TO THEIR LISTINGS SPACING AND OBSTRUCTION AT THE POINT OF HANGING IN ACCORDANCE WITH NFPA 13. THE TYPES OF HANGERS USED AND INSTALLATION
<br /> REQUIREMENTS. METHODS EMPLOYED SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS SET FORTH IN NFPA 13(PER BOEING
<br /> 4. SPRINKLER DEFLECTORS SHALL BE INSTALLED PARALLEL TO ROOF/CEILING SLOPE PER 13;8.6.4.2.1, UNLESS FIRE PROTECTION).
<br /> OTHERWISE NOTED. 15. SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION IN REGARDS TO HANGING OF PIPING FROM STRUCTURE.
<br /> 5. PIPE OR FITTINGS,AND COMPONENTS, INSTALLED OUTSIDE THE BUILDING,SUCH AS DRAIN PIPE EXPOSED TO
<br /> • WEATHER CONDITIONS, SHALL BE GALVANIZED OR OTHER APPROVED CORROSION-RESISTIVE MATERIAL. CONTRACTOR:
<br /> 6. LOCATE SPRINKLER HEADS IN A CONSISTENT PATTERN WITH CEILING GRID,LIGHTS,AND SUPPLY AND RETURN
<br /> AIR DIFFUSERS. FOR SPACES WITH LAY-IN TYPE CEILINGS, LOCATED SPRINKLERS IN CENTER OF TILE. THE 1. THESE DOCUMENTS SHALL SERVE AS A BASIS FOR DESIGN.
<br /> DESIGN SHALL GIVE FULL CONSIDERATION TO BLIND SPACES,OTHER SYSTEM PIPING,ELECTRICAL EQUIPMENT, 2. SEE CLARIFICATION NOTES ABOVE.ADDITIONAL SPRINKLER PROTECTION SHALL BE PROVIDED BENEATH
<br /> HVAC DUCTWORK,AND ALL OTHER TYPES OF OBSTRUCTIONS WHICH COULD PREVENT THE PROPER INSTALLATION OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13.THIS INCLUDES,BUT IS NOT LIMITED TO,THE HVAC DUCTWORK.
<br /> AND OPERATION OF THE SPRINKLER SYSTEM. CONTRACTOR BASE BID PRICE SHALL INCLUDE ALL REQUIRED SPRINKLERS, INCLUDING THOSE NOT YET .
<br /> 7. SPRINKLERS IN AREAS WITH CEILING TILE SHALL BE INSTALLED CENTER OF TILE. INCORPORATED INTO THE PLAN LAYOUT DOCUMENTS.
<br /> 8. UPRIGHT SPRINKLERS INSTALLED DIRECTLY CONNECTED TO PIPING OF 3 INCHES AND GREATER SHALL BE 3. SPRINKLER CONTRACTOR SHALL VISIT JOB SITE AND BECOME FAMILIAR WITH FIELD CONDITIONS,AND TO IDENTIFY
<br /> PROVIDED ON SPRIG-UPS. ANY COORDINATION CONFLICTS.
<br /> 9. PROVIDE INSPECTOR'S TEST AND DRAIN CONNECTION FOR ALL SPRINKLER SYSTEMS FOR TESTING OF 4. SPRINKLER CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THE INSTALLATION AND TESTING OF FIRE
<br /> WATERFLOW SWITCH. SPRINKLER SYSTEM(S)INCLUDED IN THIS WORK-SCOPE,AND ADHERE TO ALL PERMIT,LICENSE AND
<br /> 10. ESCUTCHEONS SHALL BE PROVIDED WHERE PIPES PASS THROUGH WALLS, FLOORS,AND CEILING. SPRINKLER GOVERNMENTAL REQUIREMENTS.
<br /> ESCUTCHEONS IN ALL FINISHED AREAS SHALL BE CHROME PLATED AND INSTALLED AS LISTED IN THE 5. CONTRACTOR SHALL OBTAIN CURRENT FIRE PUMP TEST TO BE USED AS THE WATER SUPPLY.
<br /> MANUFACTURES LITERATURE(PER BOEING FIRE PROTECTION). 6. FIRE SPRINKLER CONTRACTOR SHALL PROVIDE TO OWNER ALL LITERATURE AND INSTRUCTIONS PROVIDED BY
<br /> 11. FIRE DEPARTMENT CONNECTIONS ARE NOT REQUIRED PER BOEING FIRE PROTECTION. THE MANUFACTURER DESCRIBING PROPER OPERATION AND MAINTENANCE OF ANY EQUIPMENT AND DEVICES
<br /> 12. CLASS 1 STANDPIPES TO BE PROVIDED WITH 2 1/2"FIRE HOSE VALVES WITH 2 1/2"X 1 1/2"REDUCER AND CAPS INSTALLED,AND A COPY OF NFPA 25,"STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE OF WATER-
<br /> (PER BOEING FIRE PROTECTION). BASED FIRE PROTECTION SYSTEMS PER 10-4.
<br /> 7. FIRE SPRINKLER CONTRACTOR SHALL INSTALL SYSTEM PIPING AND COMPONENTS IN A WORKMANSHIP LIKE
<br /> SEISMIC BRACING FOR PIPING: MANNER.CHANGES IN INSTALLATION AS A RESULT OF POOR CRAFTSMANSHIP SHALL BE AS DIRECTED BY THE SPRINKLER LEGEND
<br /> ARCHITECT,ENGINEER OR OWNER,AND SHALL BE AT NO ADDITIONAL COST TO THE OWNER.
<br /> 1. PROTECTION OF PIPING AGAINST DAMAGE FROM EARTHQUAKES SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 8. THE INSTALLING CONTRACTOR SHALL ENSURE THE SPRINKLER SYSTEM IS COORDINATED WITH ALL OTHER SYMBOL MFG TYPE MODEL TEMP. SIN NOM.K-FACTOR FINISH ESCUTCHEON
<br /> 13,2010 EDITION AND FM DS 2-8. NOT ALL REQUIREMENTS ARE LISTED BELOW, CONTRACTOR SHALL PROVIDE ALL TRADES AND BUILDING FEATURES, SPRINKLERS SHALL BE LOCATED IN ACCORDANCE WITH THE APPLICABLE
<br /> REQUIRED SEISMIC BRACING MATERIAL AND INSTALLATION.ALL MEANS AND METHODS SHALL BE INDICATED ON SECTIONS OF NFPA 13 FOR OBSTRUCTIONS.THIS SHALL INCLUDED OBSTRUCTIONS TO SPRINKLER DISCHARGE Q TYCO DRY-P-ESFR ESFR-17 165° TY7229 16.8 BRASS N/A
<br /> SHOP DRAWINGS.CALCULATIONS SHALL BE PROVIDED FOR REVIEW AND APPROVAL FOR EACH BRACING METHOD OBSTRUCTIONS THAT PREVENT SPRINKLER DISCHARGE FROM REACHING THE HAZARD AND OBSTRUCTIONS TO
<br /> AND DIFFERENT ANGLE. SPRINKLER DISCHARGE PATTERN DEVELOPMENT.CONTRACTOR SHALL LOCATE SPRINKLERS AS REQUIRED TO 0 VIKING ECU-QR N/A 214° VK595 25.2 BRASS N/A
<br /> 2. LISTED FLEXIBLE PIPE COUPLINGS JOINING GROOVED END PIPE SHALL BE PROVIDED AS FLEXURE JOINTS TO ADHERE TO THESE REQUIREMENTS AND/OR PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY TO COMPLY WITH
<br /> ALLOW INDIVIDUAL SECTIONS OF PIPING 21/2 IN.(64 MM)OR LARGER TO MOVE DIFFERENTIALLY WITH THE THESE SECTIONS. 0 VIKING SSU-QR MICROFAST 155° VK350 8.0 BRASS N/A
<br /> INDIVIDUAL SECTIONS OF THE BUILDING TO WHICH IT IS ATTACHED IN ACCORDANCE WITH NFPA 13.(COUPLINGS 9. SPRINKLERS SHALL BE INSTALLED UNDER FIXED OBSTRUCTIONS OVER 4 FT. IN WIDTH.SUCH ITEMS INCLUDE, BUT
<br /> • THAT PERMIT LESS THAN 1 DEGREE OF ANGULAR MOVEMENT AT THE GROOVED CONNECTION ARE NOT NOT LIMITED TO,MEZZANINES,DUCTWORK,DECKS,OPEN GRATE FLOORING,AND OVERHEAD DOORS.NOT ALL VIKING SSU QR MICROFAST 175° VK350 8.0 BRASS N/A
<br /> CONSIDERED TO BE FLEXIBLE COUPLINGS) REQUIRED SPRINKLERS MAY BE SHOWN ON THESE DOCUMENTS.CONTRACTOR TO PROVIDE ALL REQUIRED
<br /> 3. THE SYSTEM PIPING SHALL BE BRACED TO RESIST BOTH LATERAL AND LONGITUDINAL HORIZONTAL SEISMIC SPRINKLERS AS A PART OF BASE BID. 0 VIKING SSP-QR MICROFAST 155° VK302 5.6 WHITE RECESSED
<br /> LOADS AND TO PREVENT VERTICAL MOTION RESULTING FROM SEISMIC LOADS.THE STRUCTURAL COMPONENTS
<br /> TO WHICH BRACING IS ATTACHED SHALL BE DETERMINED TO BE CAPABLE OF CARRYING THE ADDED APPLIED Q VIKING SSP-QR MICROFAST 200° VK352 8.0 BRASS STANDARD
<br /> SEISMIC LOADS.THE STRUCTURAL COMPONENTS TO WHICH BRACING IS ATTACHED SHALL BE DETERMINED TO
<br /> BE CAPABLE OF CARRYING THE ADDED APPLIED SEISMIC LOADS. a VIKING SSU-QR MICROFAST 200° VK350 8.0 BRASS N/A
<br /> 4. TOPS OF ALL RISERS SHALL BE SECURED AGAINST DRIFTING IN ANY DIRECTION, UTILIZING A FOUR-WAY SWAY •
<br /> BRACE.THE FOUR-WAY BRACE PROVIDED AT THE RISER CAN ALSO PROVIDE LONGITUDINAL AND LATERAL
<br /> BRACING FOR ADJACENT MAINS. (3 VIKING SSP-QR MICROFAST 155° VK352 8.0 WHITE RECESSED
<br /> 5. BRACING SHALL BE ATTACHED DIRECTLY TO FEED AND CROSS MAINS. EACH RUN OF PIPE BETWEEN CHANGES IN ® TYCO HSW-SR TY-B 200° TY3351 5.6 POLYESTER N/A
<br /> DIRECTION SHALL BE PROVIDED WITH BOTH LATERAL AND LONGITUDINAL BRACING.
<br /> TYCO SSP-SR ELO-231 B 155° TY5251 11,2 BRASS N/A
<br /> • O TYCO SSU-SR ELO-231 B 155° TY5151 11.2 BRASS N/A
<br /> 0 TYCO P-ESFR ESFR-17 165° TY7223 16.8 BRASS N/A
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<br /> JENSEN HUGHES
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<br /> 725 Primera Blvd I Suite 215 I Lake Mary, FL 32746 Architects, Engineers, Constructors h
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<br /> F.(M REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE INA8 ACCEPTABILITY DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE N
<br /> of H, CGB 06/12/18
<br /> P�� Ncl THIS DESIGNAND�OR CHECKED FIRE PROTECTION NOTE SHEET W2548317 4 06/12/18 0
<br /> 0 ISSUE FOR CONSTRUCTION CGB HRB 10/09/14 5 SPECIFICATION IS APPROVED CGB 06/12/18 SHEETco
<br /> BRPH ARCHITECTS ENGINEER TITLE BOEING 777X CWC BUILDING o
<br /> 1 RELEASE-RELEASE 79(AC2-30P) CGB HRB 12/05/17 ti APPROVED BY DEPT. DATE HRB 06/12/18
<br /> ENGINEERS INC. n A n N
<br /> 2 REVISION-RELEASE 82(AC2-60) CGB HRB 02/13/18
<br /> _ No.3131 CHECKED
<br /> 3 RELEASE-RELEASE 88(AC2-90P) CGB HRB 05/15/18 'P3,> /,\\o APPROVED BUILDING 40-58 JOB NO. COMP NO. 40-58-M2paLi
<br /> P4h. of AutN��\�P APPROVED DWG NO.
<br /> 4 REVISION-RELEASE 92(AC2 IFC) CGB HRB 06/12/18 MECHANICAL MASTER EVERETT,WA 40-58-M2p a
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