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<br /> � TOP CHORD -
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<br /> HIGH BAY i � TOWER �
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<br /> II� � 316 �
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<br /> TRUSS POST � � � ,���2 3/16 � ��2 �
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<br /> C RAN E RAI L � � ------ - 3 16 � .
<br /> �
<br /> STRUTS "` 3 16 �
<br /> ATTACH BRACING TO ROOF , I, C10x15.3 •
<br /> � AS REQ'D I � I �
<br /> � � �- � � NOTE. �
<br /> PER DETAIL 1 \ --- - - - NOTES: PIPE IS TO BE SUPPORTED BY HANGERS - �
<br /> 1 . WHERE STEAM LINE ANCHOR IS INDICATED THIS GUIDE IS FOR LATERAL BRACING ONLY- o
<br /> M�� �� I 1/2"X8" PL f--
<br /> � ��2 I PURLIN ADJACENT TO W-SHAPE, PROVIDE ANCHOR PER , TIE TO STRUCTURAL DOUBLE ANGLES IS FOR �
<br /> LENGTH TO LOCATING GUIDES ONLY - DOUBLE ANGLES
<br /> I � I \� 3 16 j PIPE ANCHOR DETAIL ON SHEET M501 FIT GUIDE _ �
<br /> ' ,' � � �
<br /> � 3 16 I � A E NOT TO CARRY ANY LOADS LATERAL _
<br /> � � , , 2. AT ALL OTHER LOCATIONS, PROVIDE ANGLE M AND AXIAL LOADS ARE TO BE CARRIED TO
<br /> MPS SIZES � � � I �� BRACES PER THIS SKETCH. � ROOF PURLINS BY BRACING. i .
<br /> 8c EL VARIES ______ � , � � TRANSVERSE BRACE TO � �5X5X5/16 � �_ .
<br /> I PURLIN OR INTERSECTION � „ „ BRACING TO I w .
<br /> ' �� OF L4x4 X-BRACING AS A � A , PURLINS 2:1 SLOPE �
<br /> I I � � LOCATION PERMITS. �
<br /> � N � FROM � � �5X5X5/16 ' o
<br /> ; TO MPS �6X6X1/2 �
<br /> � � , � OR TO ROOF PURLIN-2:1 SLOPE
<br /> � � ' A � LONGITUDINAL BRACE Q ¢ , �6X6X1/2 �
<br /> I ' M506 �� � L5x5x5/16 _ �
<br /> ( I � � 2 MAX 1 " BALL VALVE _ _ _ 'I _ � -.
<br /> � � TRANSVERSE BRACE � WATTS B6000LL �1
<br /> ,
<br /> 6" HPS � �
<br /> L5x5x5/16 � `e- (TYP. 2) I =-- - ----- -�-
<br /> BOP EL 196'-8" � � 2 -�P � 4 �� 10" LG. ANCHOR PLATE CEJN 10-320-1455 ' � ' WSHR-4X4X3/16 ,
<br /> I � � 1/4 3 16 PIPE � C� �8X6 ONLY �
<br /> � 3/16 ^ CEJN 10-320-1455 cu��E _— , _—_—_ _— ' ------- - 1 /2 1 /4
<br /> I I� 1 4 3 � � �
<br /> �P 1 4 3 f� PER PIPE ANCHOR N o� � PARKER E-Z MATE 6 HPS
<br /> „ ,
<br /> � � DETAIL, M501 � � ^ CEJN 10-320-1455 �EZ308F-8T
<br /> II ---- `� � � � (TYP. 2) ' -
<br /> � ' � ��2 \� � � � � � � W/4X4X3/8 WSHR -
<br /> I I CRANE RAIL STRUT
<br /> , --- d- , 2- � 5X5X 1/2 (TYP)
<br /> � � 7 1/2"X3/8PL-6" LG =
<br /> 3'-Q" � � I, 2'-0" FLANGES CAN BE ON N OR S �
<br /> � STEAM PIPE M NEW BENCH ' ONE 3/4"� BOLT SIDE - VERIFY IN FIELD •
<br /> W/4X4X3/8 WSHR TRUSS POST
<br /> � BOT CHORD EL 187'-0" I I, FINISHED SECOND FLOOR 2-�8X6X1/2 @ COL 1/2 PTS
<br /> , 2-�8X8X3/4 � COL 1/4 PTS
<br /> TYPE l�-2 NOTE: SEE EXIST. INSTALLATION AT COL. N/13.5 FOR REFERENCE.
<br /> 1YPfCAL ANCHOR SEISMIC
<br /> ? � SE ON B
<br /> SCALE: 1"=1'-0" CW 502 M5 M506 SCALE: 1 1 2=1-0 M506
<br /> 6 —/�R� CWM50� �/ � -
<br /> '�� COMPRESSED A R DETA 5 .
<br /> SCALE: NONE 2M123 M506
<br /> SCALE: 3/8"=1'-0" CWM Q� 3 M5p6 CWM 02 M5 6 �
<br /> L/
<br /> 1 -1/2"V '
<br /> 3/4" HWC
<br /> NOTE: °
<br /> 1/4"CW TO COFFEE MAKER 3�� �W 1 EXISTI�NG UNISTRUT ATM "
<br /> / „ 3/4"HW COUNTERTOP/CABWETS ELEVATION SHOWN OR ADD
<br /> 1 2 AIR PIPE� P3 z>=� (REFER TO NEW UNISTRUT IF NEEDED.
<br /> � -2 ARCHITECTURAL PLANS) �.s �.� (L�.7,5 2. RE-ROUTE TUBING TO AVOID
<br /> 1/2" BALL VALVE ; WALL OR STRUCTURE (REF) - ---- � 2 1 2" X 2 1 8" WYE T INTERFERENCE WITH OTHER
<br /> � � „ WATER FILTER, OMNI / / EQUIPMENT.
<br /> KINDORF C-105 PIPE � 1/2 HW WITH CLEANOUT
<br /> 1/2" PIPE NIPPLE CLAMP OR EQUAL � —r - 1/2"CW U25 SERIES E
<br /> �— � WALL BOARD ANCHOR, ��� ( 2 1/2" TUBING 2 1/2" TUBING CLEANOUT (TYP.)
<br /> WATER HAMMER ARRESTOR, WATTS �� ,.. F� TOC
<br /> 1/2" TEE � ' �SCREW & WASHER MOLLY THERMOSTATIC MIXING LF05 OR APPROVED EQUAL .. .. ;
<br /> � BOLT OR EXPANDING TYPE VALVE, WATTS �
<br /> 1/2" STREET ELBOW � = / ANCHOR (2 PLCS) LFMMV-UT-M 1 , SET I 3" TUBING. �•
<br /> (2 PLCS)�;— _I�_ I�_ � AT 120 DEG F � � _��2„� 2 1/8" ^ ^ � 2 1/8" 2 1/8" �
<br /> � � � „ TUBE � W � TUBE CONCRETE TUBE �
<br /> z � B-LINE B-22 CHANNEL 1/2 HW „ � � SPENCER WALL
<br /> 1/4" QUICK DISCONNECT I ~
<br /> SOCKET, PARKER�� �' � W / OR EQUAL 2 SAN „ VACUUM BELOW
<br /> RF-251 -8MP (2 PLCS) �T' � � �' P-TRAP 1 FLOOR � 2(�PL)T VALVE SEXISTM 4"X3" � SIDING
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<br /> I �
<br /> � 45° 2"SAN DN�� �' � �" P.O. . 1 ST FLOOR :
<br /> � D ETA � �
<br /> EL = 100'-0" -r�
<br /> � CORE OPENING IN FLOOR SCALE: NONE M506
<br /> � FLOOR --�
<br /> �
<br /> DETAL BREAK ROOM SINK 3 SECTIOf� A
<br /> 2
<br /> SCALE: NONE 2M123 M506 SCALE: NONE 2M122 M506 SCALE: NONE 1 M117 M5Q6
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<br /> Engineering No.3137
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> H SC ESGN B D/R CEHECKED 07 06 17
<br /> 0 ISSUE FOR PERMIT-SWR TOWER SUPPORT (40-25/25)WBS 16324 EAA ''�a�� ���,���,, HVAC PIPING DETAILS 16324 0���6�� �
<br /> '>�� I'�,:� SPECIFICATION IS APPROVED CBJ 07 06 17 sHEET
<br /> � ��� g�, ��, ENGINEER TITLE FACTORY TRANSFORMATION 40-035 25 SRW Tower Su ort ;
<br /> �U 9 i. F� APPROVED BY DEPT. DATE FSG 07 06 17 � PP
<br /> CHECKED M 5�6 ��� 1 '
<br /> � �UILDIN� 40-035
<br /> ��r^� 53851 ,� ,�,� APPROVED JOB N0. COMP N0. "_
<br /> °� �'-'��r��rH,�t�� ��=� WO 15�2899-801
<br /> �,.
<br /> ``S�o,�r�L ��`� APPROVED DWG N0.
<br /> MECHANICAL MASTER COL. M-N/11 -13 EVERETT, WA 40-035-M506-801
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