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G E f� ERA� N OTES
<br /> 1 . INSTALLATION AND DESIGN OF AIR SYSTEMS SHALL BE IN
<br /> � � O . 1 � 1 1� ACCORDANCE WITH SPECIFICATIONS AND PLUMBING DRAWINGS.
<br /> I I I 2, SUPPORT ALL PIPING PER UNIFORM PLUMBING CODES IN
<br /> AREAS NOT SPECIFIED.
<br /> — � _ � — — __ — _ T i __ — — 1 _ _ r1 G 3. SALVAGE AND REUSE EXISTING COMPRESSED AIR FITfINGS AND
<br /> SPECIACTY ITEMS, QUICK DISCONECTS, FILTERS, LUBRICATORS,
<br /> A A A A A � 3 � FLOW SENSORS, ECT...
<br /> ��- � 2" CA TEE CONNECTION 6" CA MAW �
<br /> SEE 1M118 F�R 2 2
<br /> CONTINUATION 6" CA MAIN WITH ISOLATION VALVE, 4. ALL COMPRESSED AIR PIPING ROUTED ALONG FACTORY FLOOR
<br /> FOR SERVICE TO TOOLING SHALL BE COVERED WITH MASTIC FOR SAFTEY. SEE DETAIL
<br /> POSITION, TYP. � DWGS. PAINT MASTIC PIPE COVERING SAFETY YELLOW.
<br /> MASTIC FORMULA:
<br /> 1 PART TENNIS COURT BINDER (TCB).
<br /> O 1 PART FAST-SET POWDER CONCENTRATE (CEMENT). 2-1/2
<br /> PARTS #1 SAND.
<br /> OR WHEN USING POWDER CONCENTRATE/SAND MIX: 1 5GAL
<br /> BUCKET TENNIS COURT BINDER (TCB).
<br /> 3 60# SACKS FAST-SET POWDER CONCENTRATE/SAND
<br /> MIXTURE (MORTER).
<br /> D
<br /> 5. ROUTE COMPRESSED AIR PIPING WITH PIPE COVERING MASTIC
<br /> 2 FEET FROM LEAD(NG EDGE OF HORIZONTAL STABILIZER. USE
<br /> TOOLING OUTLINE MARKINGS ON FLOOR FOR REFERENCE
<br /> � STANDARD DUPLEX AIR DROP, HARD PIPED,
<br /> 2�� X WITH (2)-1/4" QD SOCKETS
<br /> _,
<br /> x x- x x-- x— �x— x x--�—
<br /> � � AIR MANIFOLD WITH THE FOLLOWING:
<br /> � _ »
<br /> 1 1 /4" 2°� 6 � (4) 1/4 QD SOCKETS
<br /> �
<br /> � � � � 1 M 119 M532 (1 )-1/2" QD SOCKET
<br /> -� (1)-3/4" QD SOCKET WITH DIXON SCVH6
<br /> =� (1)-1 ° QD SOCKET WITH DIXON SCVH8
<br /> 1 1 /2"
<br /> 1/2"A SEE AIR QD DETAIL �
<br /> x 1M119 M510
<br /> 6. INSTALLATION OF COMPRESSED AIR SYSTEM SHALL BE IN
<br /> � I ACCORDANCE WITH FACILITIES MECHANICAL STANDARD
<br /> » (E)1"A D38106-20 USING THE FOLLOWING EVERETf SITE SPECIFIC
<br /> n
<br /> A D 2 PREFERENCES.
<br /> � �
<br /> d- D d- � � �4�� �
<br /> PIPE MATERIALS:
<br /> 2 INCH AND UNDER, THREADED BLACK SEAMLESS CARBON
<br /> � � 1 1 /4" --�--x x x —x--x x —x —x x— ;< -x x x —x—,— x x x —x x x- x x- -x x— STEEL, ASTM A53, GRADE B, SCHEDULE 40 PIPE.
<br /> � `- 2-1/2 AND ABOVE, ELECTRIC-RESISTNACE WELDED BLACK
<br /> � �- � CARBON STEEL, ASTM A53, GRADE B, STANDARD WEIGHT.
<br /> �
<br /> �
<br /> � FITTINGS:
<br /> r-
<br /> » 2 INCH AND UNDER: CLASS 150 THREADED BLACK ASTM
<br /> N �. T 1 1 2 A_� � 1197 MALLEABLE IRON, ASME/ANSI B16.3.
<br /> � � 2-1/2 AND ABOVE: WROUGHT CARBON STEEL, BUTT
<br /> � ' 1 1 /4" WELDING, SEAMLESS, ASTM A234, GRADE WPB AND ANS)
<br /> `r 2" B16.9, SAME WALL THICKNESS AS PIPE. FORGED CARBON
<br /> � D STEEL WELDOLETS, SCHEDULE TO MATCH RUN AND BRANCH,
<br /> � � A105, �NSI g�6 gCED, SLIP-ON OR WELD NECK, ASTM
<br /> �w ' � v �' � e 1 1 /2„ A
<br /> � U P TO STA.61 VALVES:
<br /> w �. 2 INCH AND UNDER: THREADED BRASS BALL VALVES WITH
<br /> z � , 1 /2"(N EW) N� LARGER SSH ALL LBENFULL APORT DESIGN WOG. 3/4 INCH OR
<br /> � D 1 2" NEW a \ � 2-1/2 AND ABOVE: BUTTERFLY TYPE, WAFER OR LUG DESIGN,
<br /> Q � � � � BODY OF CAST IRON PER ASTM A126 CLASS B OR DUCTILE
<br /> � IRON PER SPEC ASTM A536 OR A395, STAINLESS STEEL
<br /> , 1 /2" A „ 1 1 /2" 1A 1 /2" v v 1A 1 /2" � STEM, BRONZE OR DUCTILE IRON DISC, EPT OR EPDM LINER,
<br /> 1 1 /2 � e e GEAR OPERATOR 8 INCHES OR IARGER. RATER FOR 150 PSIG
<br /> ^ ^ � � C 0 N STR U CTI 0 N f� OTES MINIMUM AT 250 DEGREES FAHRENHEIT.
<br /> @ @ A @
<br /> 1 2
<br /> 1 2 �
<br /> `� 7. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE
<br /> 1�- ROUTE MAIN AT 10'-0" AFF. COMPRESSED AIR OR NITROGEN �150 PSIG FOR 1 HOUR.
<br /> THERE SHOULD BE NO LOSS IN PRESSURE. CHECK EACH
<br /> � ROUTE BRANCH PIPE AT 18' AFF FOR JOINT WITH SOAPY WATER FOR LEAKS.
<br /> CONNECTION TO UTILITY BRIDGE.
<br /> 3�j PROVIDE BLIND FLANGE FOR FUTURE
<br /> CONNECTION.
<br /> 4. PROVIDE (4) PORTABLE EYE WASH 1 3 5 7 9 11
<br /> STATIONS (FEND-ALL PURE FLOW 1000) .g 2 4 6 8 10 11 '
<br /> FOR EACH OF THE (4) WING CELLS.
<br /> LOCATIONS SHALL BE DETERMINED BY , '
<br /> I � OWNER. 1M110 � 1M111 � 1M114 �
<br /> 1M113 �
<br /> -----i-------i 1 M 112 f- ------'
<br /> O 1M115 i 1M116 i 1M117 � 1M118 1M119
<br /> -----i-------�------i--------I �p
<br /> 1M120 ; 1M121 ; 1M122 ; 1M123 ; 1M124
<br /> -- � -------�------ �--------� -- - �
<br /> 1M125 � 1M126 ' 1M127—' 1M128 �1M129 H
<br /> ( �
<br /> KEY PLAN BLDG. 40-23 ,�
<br /> SCALE: NONE ��
<br /> 8' 4' 0 4' 8' \ 16'
<br /> SCALE: 1/8"=1'-0"
<br /> �• �ANFp
<br /> 0 5 �� �`�� �� ��
<br /> �v ��P ' �'�$
<br /> MATCH LINE SEE DWG 40-23-1 M124 m
<br /> 0
<br /> �
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<br /> I Seattle, Washin ton �,� �F��STER`�� ���`` Architects, Engineers, Constructors
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<br /> SIGXBD
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN OAT SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> 0 Issue For Construstion REG RED 12 16 15 H SCDESGN B D/R WH B K D 12 16 15 PARTIAL FIRST FLOOR PLUMBING PLAN / /
<br /> 16123 12 16 15
<br /> � � SPECIFICATION IS APPROVED MSS 12 16 15 sH�ET
<br /> BOE,��� TITLE FACTORY TRANSFORMATION 40-23 WING LRIP 1 M 119
<br /> APPROVED BY DEPI'. DATE REG 12 16 15
<br /> CHECKED
<br /> RED 12 16 15 BUILDING 40'��
<br /> APPROVED JOB N0. COMP N0.
<br /> WD 15/2899-200
<br /> A R v ° MECHANICAL MASTER COL. G-Gp/9-11 EVERETf, Wq owc No. 40-23-1 M119
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