|
EXl571NG 8" CIRCULATING FIRE MAIN. � LI � � +�� � .
<br /> PER N.F.P.A 2010, CHAPTER 9.3.6 �
<br /> � �LOW TEST .
<br /> FIRE SPRINKLER SYSTEM SUPPLIED FROM STEEL �RANCH LINE SIZE
<br /> � � 146 PSI 5TA71C DEDICATED BOEING FIRE WATER SYSTEM . ������� ��������E ' �� _ �i �E G E N D � x
<br /> 78 PSI RESIDUAL W/ NO BACKFLOW PREVEN710N OR FIRE SEE SEISMIC CALCULATIONS FOR CP VALUES 1" ��J4n 1�Z" 2"
<br /> 3061 GPM FLOWING DEPAftTMENT CONNEC710NS REQUIRED �IAXIMUM SPACING OF BRANCH LINE RESTRAINTS 36' 39' 41' 45'
<br /> `D � PER BOEING FIRE DEPARTMEN7. 1. SEE SHEE7 SHEET M1B FOR STANDARD LEGEN0. '
<br /> � � � � WHERE NOT REQUIRED: 2. SHEET—SPECIFIC LEGEND 17EMS:
<br /> —NO RESTRAINT REQUIRED {F HANGER ROD IS LESS THAN 6� LONG MEASURED BETWEEN
<br /> FLOW 7EST INFORMATION PROVIDED BY FS FLOW SWITCH
<br /> �,I � THE TOP OF THE PIPE AND THE POINT OF ATTACHMENT TO THE BUILDING STRUC7URE.
<br /> �, 80EING ENGINEERING PERSONNEL. TS TAMPER SN�TCH -
<br /> �� CONTRACTOR TO OBTAIN A TRUE FLOW TEST
<br /> � PRIOR TO INSTALLATION. 'NHERE REQUIRED: � HORN/STROBE ASSEMBLY
<br /> /� �"' � —ON ALL �RANCH LINES (WITH HANGER ROD >S") AT INTERVALS N07 EXCEEDING THOSE NEW UNDERGROUNQ FIRE SERVICE
<br /> T�d � �1�� $ � � SPECIFIED IN TABLE ABQVE BASED ON BRANCH LlNE DIAMETER AND THE VALUE OF C�. NE�I UNDERGROUND WATER MAIN/FIRE MAIN �
<br /> ``� � � � � EXISTING 8 CIRCULATING FIRE MAIN. EXISTING UNDERGROUND WATER MAIN/FIRE MAIM -
<br /> LLI � —SPRIG—UPS 4'—OA OR LONGEft SHALL �E RESIRAINED AGAINST LATERAL MOVEMENT. AFF ABOVE FINISHED FLOOR �
<br /> "' `� ATR ALL THREAD ROD
<br /> � '� —RESTRAINT SHALL BE PROVIDE[� BY USE OF ONE OF THE FOLLOWING: A.S. AUTOMATIC SPRINKLER
<br /> � � r _ _ �
<br /> � - - � A LyVR PAR UAND�U AHQ KSSEMBLY
<br /> CIF CUT IN FIELD
<br /> � �' J� r —' 3} #12, 440—LB WIRE INSTALLED AT LEAST 45' FROM THE VERTICAL PLANE AND QN DOWN '.
<br /> � Fs Fs Fs Fs � ,,s._...-- �� � ANCHORED ON BOTH SIDES OF THE PIPE. FG FINlSHED GRADE
<br /> J � � J I 4) A HANGER NOT LESS THAN 45 DEGREES FR0�1 VERTICAL INSTALLED WITHEN 6" OF GALV GALVANIZED
<br /> � TNE VERTICAL HANGER ARRANGED FOR RESTRAIN7 AGAINST UPW�ARD MOVEMENT, G8E GROOVE BOTH ENDS
<br /> N � � N � > � � PROVIDED IT IS UTILIZED SUCH 7HAT LjR DOES NOT EXCEED 30q, '�YHERE THE ROD GOE GROOVE ONE END
<br /> Q NEN! 8" FIRE SERVICE — SEE CIVIL DRAWINGS SHALL EXTEND TO THE PIPE OR HAVE A SURGE GLIP RESTRAINT.
<br /> �' I GMI GALVANIZED MALLEABLE IRON
<br /> N FS FS .
<br /> � 5) OTHER APPROVED MEANS OS&Y OUTSIDE STEM1 & YOKE
<br /> � � � � � � � , �,� -
<br /> —4NRES USED FOR PIPING RESIRAINTS SHOULD �E ATTACHED TO THE BRANCH LINE WITH RN RISER NIPPLE
<br /> � � � � 2RGALV � 7N10 11GNT TEIRNS AROUND 7HE PIPE AND FASTENED W11N FQUR 11GHT TURNS �ITHIN TBE 11-IREAD B07H ENDS
<br /> 1Yz"(SEE �ETAIL), AND AT7ACHE� TO 7HE STRUCTURE WI7H MEANS APPROVED BY NFPA. �OE THREAD ONE END ;
<br /> T&G THREAD AND GROOVE
<br /> � Ts Ts � �� 0 —W1RE USED FOR RESTRAINT SHALL BE LOCAIED WI7HIN 2 FT OF A HANGER. THE HANGER UON UNLESS 07HERWISE NOTED
<br /> Z�NE 1 ZOiUE 3 i � CLOSES7 TO A WIRE RESTRAINT SHALL BE OF A TYPE THAT RESISTS UPWARD MO�JEMENT �� ��
<br /> O �� (� Q 27,200 SQ.FT. 2g�2Qp gQ,FT, � � OF A BRANCN LINE SUCH AS A TOLCO FIG. 25 SURGE CLIP. �
<br /> sn lJ O � I I A�-p�/� �y� p
<br /> (� � ��9f1 11-14d���� �fl�'1��� ��1�'1�L5
<br /> � "' - UR� AY SYMBOL: E AL ED BEDOW�NO M�REL THANC 6"AAPART � E N E R A L N 0 T E S
<br /> � � �
<br /> I I � � FULLY SPRINKLERED ���� SYMBOL: � -
<br /> BUILDING 1. 4VET SPRINKLER SYSTEM SHALL COMPLY WITH THE I�lTERNA110idAL BUILDING
<br /> 118,300 SQ.FT. � C�DE (2012), INTERNAl10NAL FIRE CODE (2012}, FM GL08AL PROPERTY LOSS
<br /> 4 ZONES REQUIREQ 1 SCHEDULE-40 BLACK PREVENTION DATA SHEETS AND NFPA-13 (2013}.
<br /> I � I ( � I STEEL PIPE BRACE MATERIAL ,
<br /> ,��.
<br /> I I � 0 ZONE 2 ZONE 4 AFCON, MODEL 'K'/035 �jN DRILLED 17/32" HOLE 2• HIGH BAY AREA SHALL COMPLY WITH FM GLOBAL REQUIREMENTS FOR HC-3
<br /> I I� I I� 31,10Q SQ.FT. 33,800 SQ.FT. SWAY BRACE ATTACHMEMT �Zx-2" HEX BOLT � OCCUPANCIES FOR 100' CEILINGS (PER FM GLOBAL PERSONNELL), AND SHALL
<br /> I I 8" FIRE SERVICE SUPPLY LINE I I 8� FIRE SERVICE SUPPLY LINE � BE DESIGNED FOR 12 SPRINKLERS FLOWING AT 7 PSI MINIMUM USING ESFR •
<br /> Y�" LOCK WASHER, K25.2 SPRINKLERS.
<br /> � � � �
<br /> � � Q �i" HEX NUT (1600 LB
<br /> �9AX LOAD PER NFPA) ALL AREAS QUTSIDE OF THE HIGH BAY SHALL COMPLY WITH NFPA 13
<br /> i i Q AFCON, MODEL 077 REQUIREMENTS FOR ORDINARY GROUP II OCCUPANCOES, AND SHALL REQUIRE
<br /> Z 0 E 1 R I S E R D ETA I � � Z 0 �J E 3 R I S E R D ETA I � 3 � i ATTACH�IEN7�L � ° °
<br /> SCALE: 1 2�� = 1 �—O" SCALE: 1 2�� = 1 �--0�� �-� A7TAGHMENT TO WIDE—FLANGE METAL BEAt� NEW MEZZANINE AREA SHALL COMPLY �ITH FM GLOBAL REQUIREMENTS FOR `
<br /> � 1 M260 M510 � 1 M260 M51 Q � � W1TH Ya" BOLTED CONNEC110N UNCARTONED, EXPANDED PLASTICS PER FM GLOBAL DATA SHEET 8-9, AND
<br /> � � SHALL BE DESIGNED FOR 12 SPRINKLERS FLOWING AT 25 PSI MINIMIUM USING �:;
<br /> � � � L��������� SYMBOL: � � iC25.2 SPRINKLERS. I
<br /> � _ _ NEW CONTROL RQOM SHALL COMPLY WITH FM GLOBAL REQUIREMENTS FOR
<br /> � , �c ° 1" SCHEDULE-40 BLACK HC-2 OCCUPANCIES FOR MAXIMUM 30' CEILINGS PER FM GLOBAL DATA
<br /> t STEEL PIPE BRACE MATERIAL 3 SHEET 3-26, AND SHALL REQUIRE A DESIGN DENSITY OF 0,20 GPM/SQ FT
<br /> � � � C� � � � NEW 8" FIRE SERVICE — SEE CIV1L DRAWINGS 0°�� OVER 2500 SF DESIGN AREA. '.
<br /> � � AFCON, MODEL 410 N DRILLED 17/32" HOLE,
<br /> � � = CLAMP AND AFCON,
<br /> � � � � Yzx-2" HEX BOLT, NE�Y UNDER FLOOR CONCEALED SPAGE SHALL GOMPLY �17H FM GLOBAL
<br /> MODEL 078 LOCKING Yz" LOCK WASHER, REQUIREMENTS FOR HC-1 OCCUPANCIES FOR MAXIMUM 30 CEILINGS PER FM
<br /> � �� R ���� � � ��� � \ � � STRAIGHT ATTACHMENT 1�i" HEX NUT (1600 LB GPM SL DTTOVERE1500 SF�ESIGN AREAREQUIRE A DESIGN DENSITY OF 0.10
<br /> � � 4^ � � � � � ,`�---.` � � � MAX LOAD PER NFPA) � Q n *
<br /> � �, R � � . �„ ELECTRICAL SUB—STA�ION � AFCON, MODEL 077 . PIP ZES TH 2 ALL SC UL n , D A— AD EQ
<br /> LOCKING SWIVEL W1TH SCREN�ED FITIINGS. SIZES 2l� THRU 6 SHALL BE SCHEQULE 40,
<br /> W � � � ���� � SEE DEOAIL�2/M5�10E #2 „ �� ATTACHMENT 1MTH GRQOVED FIT�INGS. �.
<br /> � � NEW 4 FIRE SERVICE ULAR A7TACHMENT TO �IDE—FLANGE METAL BEAM
<br /> � � � BUIL6INGS — SEE CIVI NGS � WITH Ya" BOLTED CONNECTION 4. SPRINKLER HEADS SHALL BE ORIFICE AND TEMPERATURE TO MEET NFPA-13 ,
<br /> � SEISN��� �R�CINC� �i���I���E RE PONSEL.O�BAE REQUIREMENTS. ALL SPRINKLERS SHALL 8E QUICK
<br /> � � �
<br /> � EAR7HQUAKE BRACING SHALL CONFORM WITH N.F.P.A. �13 (2007 EDITION), 1.8.C. (2009 A E ES�j �I��I�1 D �t TMENT �
<br /> � � � � � � � EDITION), NEHRP, AND ASCE f SEI 7 (2005 EDITION) CRITERIA. �p��'�-,�����#q —�pORTl9#V �� t;ONCE���6WE 48 HOURS
<br /> Fs NOTiCE.
<br /> � � � � Fs � � (� MAPPED SPECTRAL ACCELERATION FOR SHORT PERIODS SS= 1.267 6. FIRE SPRINKLER SYSTEM SHALL BE ELECTRONICALLY SUPERVISED IN
<br /> � �' _' " � MAPPED SPECTRAL ACCELERATION FOR A 1—SECOND PERIOD S,= Q.452 ACCORDANCE WITH THE INTERNATIONAL BUILDING COaE (2012} AND NFPA 72
<br /> `� (2013).
<br /> � (� ° �L�A,R�4N�E �E�Ui ���Nf� SI7E CLASS p -
<br /> = SEISMIC OCCUPANCY CATEGORY OF 6UILDING III 7. NO INSTALLATIflN OF PIPING OR EQUIPMENT IS TO BEGIN PRIOR TO
<br /> �o �' � � � � �o � PROVIDE CLEARANCE AT ALL PIPING EXTEND WALLS, FLOORS, FOUNDATIONS. MAXIMUM SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS Sos = 0.�45 APPROVAL OF PLANS AND ISSUANCE OF A PERMIT BY THE CITY OF EVERE7T
<br /> NO CLEARANCE REQUIRED AT GYPSUM BOARD OR EQ LY FRANGIBLE CONSTRUC110N FIRE MARSHALS OFFICE.
<br /> � �} � � 2"�q�v � � 7HAT IS N07 REQUIRED TO HAVE A FIRE RESIST E RAl1NG. MAXIMUM SPEC7RAL RESPONSE ACCELERATION AT 1—SECOND PERIODS So, = 0.466 - ,
<br /> NOMINAL CORE DRILL SEISMIC DESIGN CATEGORY BASED ON S� D
<br /> Ts 6M rs 0 6» � PIPE SIZE HOLE OR PIPE AT CONTRACTORS OPTIOiV FLEXIBLE COUPLINGS MAY BE
<br /> � � '� SLEEVE SIZE INSTALLED WITHIN 12" [305mm] OF THE WALL SURFACE SEISMIC DESIGN CATEGORY BASED ON Sp, D
<br /> � � R E F E R E�I C E S I T E P LA�I A INC M IN H M �N EACH SIDE AND THE CLEARANCES NOTED ARE NOT SEE CALCULATIONS BELOW FOR DETERMIMAl10N OF FORCE FACTOR FOR SEISMIC DESIGN
<br /> O n 0 {�d O �� 1 25 3 gp REQUIRED. CATEG�RY 'C' & �D'.
<br /> SCALE: NONE M510 �Y4 32 4 100 ��RE CAULK HOLE AND PROVIDE SPLIT CHROME WALL COMPONENT IMPORTANCE FACTOR IP= 1.50
<br /> � �, �� 1�Z 4Q 4 10Q p�{��S AT ALL EXPOSED WALL LOCAl10NS. COMPONENT RESPONSE MODIFICATION FACTOR RP=4.50
<br /> 2 50 4 100 COMPONENT AMPLI��CATION FACTOR AP=2.50 C 0 N S T F� U C T I 0 N N �T E�
<br /> O � � � 2�i 65 6 150 (N4TE THAT AT NON—RATED FRANGIBLE GYPSUM BOARD HEIGHTlN STRUCTUftE OF POINT OF ATTACHMENT W/ RESPECT TO THE M
<br /> I I I I 3 80 6 �5Q +�ALL5 NO CLEARANCE IS REQUIRED) gAg� Z =120'
<br /> 4 100 8 200
<br /> 6 150 10 250 AVERAGE ROOF HEIGHT OF STRUCTURE WITW RESPEC7 TO 7HE BASE �► =�Zq' ``•
<br /> FP= SEISMIC DESIGN FQRCE,C�� FORCE FACTOR
<br /> I � I I a, I Wp= 1.15 TIMES WEIGH7 OF WATER FILLED PIPE
<br /> � � I � F P= 0.4 � A P� S,� * W p* (1+2*Z )
<br /> /' � I I (� RP H FP= CP� Wp Fp= O.��J * Wp .
<br /> 8" FIRE SERVICE SUPPLY LINE -� I I I I 8" FIRE SERVICE 5UPPLY LINE IP ASCE 7-05 ALLOWS A REDUCTION FACTOR OF
<br /> � X s ' Y - -l 1.4 F O R S T R E S S B A S E D D E S I G N: F�= 0.6 Q � Wp
<br /> � ( � � � — - -
<br /> �.v.J �,c� {�� -- -- - - - I \
<br /> �,
<br /> ZO �JE 2 RISER DETAIL 2 ZO �JE 4 RISER DETAI � �. � 4n ��
<br /> SCALE: 1/2" = 1 '-0" 1 M260 M51 Q �CALE: 1/2" = 1 '-0" 1 M26� M510 z � ' � � "
<br /> � VAL S HOWN ROTATED FdR GLARITY---�- i N � I N � E R S �`
<br /> ��� ���I��� � , r--- � 1601 Fifth Avenue,Suite 900�Seattle,WA 98101 ; r.
<br /> � � � ph 206.623.0717�fax 206.624.3775 '
<br /> � � w� � � coffman.com
<br /> � 8x6 BLACK CAST IRON COMPANION FLANGE WITH $OL7 PACK AND l/a" FULL FACED RED RUBBER GASKET � 2° 2" DIAMETER PIPESTAND �JITH THREADED COMPANION FLANGE 80LTED � i i `— � _ � ; -�) � �,srwc ��za�.���Yi�es���si«���:o�sh�Ps �
<br /> I I
<br /> � 6" FLEXIBLE COUPLING TO FLOOR 4Y/ (4} �'a DRILL ANCHORS, �x-1 HEX BOLTS AND LOCK � / \ �
<br /> �UASHERS, AND PIPE CLAMP WITH WELDED—THREADED CONNECTION AT TOP
<br /> (� 6" ALARM CHECK VALVE PIPED TO WATER MOTOR GONG ON BUILDING EXTERIOR g 2" THREADED UNION s' ESFR SPRINK R � � BR NC LINE � �
<br /> � PENDENT ON Y) % -
<br /> � 6 FLANGED OS&Y VALVE — ZONE CONTROL VALYE (� 4" GROOVED ELL � � /
<br /> � 2" TEST AND DRAIN VALVE 6" PADDLE TYPE FLOW SWITCH � � ��
<br /> n � � � / ■ � ■ � � -.
<br /> � 2 GALV MAIN DRAIN. ROUTE THROUGH EXTERIOR WALL. SECURE TO EACH SIDE OF WALL VNTH (2) 2 SOLID GALV WALL PLATES. � ROOF FIRE DEPARTMENT HOSE VALVE CONNECTION
<br /> � SPARE HEAD CABINET WITH MINIMUM (2) EACH STYL.E SPRINKLER INSTALLED — 4x2Y�x2Yz (ANGLE TYPE) POLISHED BRASS HEADER "
<br /> � EXTERIOR WATER MOTOR GONG (LOCA7ED ON EX7ERIOR) � (2) 2Y�" POLISHED BRASS NON—RISING STEM HOSE VALVES R 0 0 F� H Q S E VA��/E D ETA I L 5 TY P I C A L E S F R 0 N R ET lJ R �1 B E N D 6 �
<br /> (2) 2�ix1Yx POLISHED BRASS REDUCING COUPLING WITH LUGS
<br /> QI 6" GROOVED ELL — (2) 1Yzn POLISHED BRASS CAP & CHAIN �cA�E: 1 4" = 1 �-0��
<br /> � H�M260 M510 SCALE. 1/4" = 1 '-0" HBM260 M510
<br /> Q 6" GROOVED TEE � 4° ALARM CHECK VALVE PIPED TO WATER MOTOR GONG nN BUILD�NG EX7ERIOR ° �,
<br /> � 6" GROOVED FLANGE �} 4" PADDLE TYPE FLOW SWITCH �
<br /> a
<br /> �
<br /> SYM REVISION BY �1PPROVED DATE SYM REVISION 6Y APPROVED DATE DRAVdN DATE SUBTITLE CURRENT REVISION SYMBOL DATE `�
<br /> �,tiLEN ��, ACCEPTABILI�fY R.BLAKEMAN 06.05.15 � .:
<br /> — EDC STATIC TEST FACILITY W3099715 EO CEI EO 09.23.16 0� oF �As���,� THIS DESIGN AND/OR H CKED FIRE PR�TECTI�N DETAILS W4440664 g 03.10.17 �
<br /> � ,� r� p SPECIFICATION IS APPROVED J.ANDERSON 06.05.15 sHE�r � „
<br /> A E D C S T A T I C T E S T F A C I L I T Y = AS BUILTS W3099715 EO/GEI JAA 09.0 1.16 ,� ENGINEER TITLE E D C S T A T I C T E S T F A C I L I T Y �
<br /> c� A P F'R O V E D �Y D E P T. d A r� C O F F M A N 0 6.Q 5.1 5 � a .
<br /> B EDC STATIC TEST FACILITY = PHASE 2 W4440664 EO/CEI JAA 03.10.17 CHECKED ` '�:;
<br /> 52990 U�LD I N� �5��� � JOB N0. COMP N0. �
<br /> �o�,s�r��, 1� APPROVED W3099715 � .
<br /> Siorr�� �`' APPROVED MECHANICAL MASTER COL. J-Q/12-16 EVERETT, WA DW� N�' 45-012-M510
<br />
|