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<br /> ` � f�AIN LEADERS � � � ( �� ; ,-_;•, -----__�__�....�_ �. __ ��_ �� ._-7.��_ . _�____....�. .�___� � �
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<br /> STORM SIDE SEWER � ; ' RAIN LEADERS ; 3 CONNECTIflN FQR FUTURE WAT�R FEATURE SYSTEM A�OVE � 3 j4 WATER CONNECTIQN TO FUTURE WATER FEATURE SYSTEM ' ��-- --� ---- F Revisions
<br /> � � � � �� DISCHARGED TO ' ' ! � `' � �
<br /> COORD W/ CIVIL � � j FLE}QR. C04RDINFITE WITH LfiN�SCAPfE CpNTRACTQ�' FQR FINAL � i ; � '
<br /> STORM SIDE SEWER ; �ONNECTION OF STOPPER VALVE AN�D DRAIN GOMP�NENT. k ' ' �m�v
<br /> COORD W/' CIVIL � ; � a' 65% PROGRESS SET ;
<br /> ` j ; 1 f 17/2013
<br /> ` �
<br /> 75% PROGRESS SET
<br /> 2/18/2013
<br /> 78% PROGRESS SET
<br /> (1ST BACKGROUND
<br /> RELEASE�
<br /> 2/27/2013 �
<br /> GARA GE LE VEL P � FL 0 OR PLA1V — NOR TH —� P� U1�IBING $5��o PROGRESS SET ;
<br /> SCALE: 1,,�8+� - I�-�n
<br /> (2nd A
<br /> REL'EASE�
<br /> N 0 RTH 3/08/2013
<br /> PRE-PERMIT (3RD)
<br /> BACKGROUND RELEASE
<br /> 510812013
<br /> PERMIT SUBMITAL
<br /> 5/20f2013
<br /> CONSTRUCTION
<br /> DOCUMENTS
<br /> 10/�4/2013
<br /> GENER�►L NOTES PAGODA VI LLAGE
<br /> EVERETT
<br /> 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND 9) INSTALL SHUT OFF VAL'��ES/STOPS AT HOT AND COLD WATER SUPPILY TO EACH FIXTURE
<br /> FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT EQUIPMENT, (EXCEPT BATH/SHOWERS WITH SCREWDRIVER STOPS) GRAND & WALL STREET
<br /> SITE PRIOR AND DURING THE CONSTRUCTION. 10) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE EVERETT, WA
<br /> 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING REQUIREMENTS, ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE I PLUMBING LEGEND
<br /> FIXTURES. PROTECTED AGAINST TRAP '�V'APORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED
<br /> TO NEAREST MOST FREQUENT?LY USED FIXTURE. _ YM 0 .DESCRIPTIQN Ys Msol DESCRIPTION SYMBQ� Q�RIPTION ,�YM�Q DESCRIPTION SYMBOL .Q�GRIP110N �YM60� DESCRIPTION
<br /> 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNE+CTED TO BUILDING WASTE, VENT, � � '
<br /> COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. wASTE AND VENT 11) SUDS RELIEF SHALL COMPLY WITH UPC 2006 SECTION 711. cw COLD WATER PIPE � FFD FLOOR DRAIN W/ FUNNEL 0,5� i/2" PIPE SIZE - COLD WATER �o CONDENSATE ��-I RELIEF VALVE
<br /> PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2006 TABLE 7-5. 12) ROUTEJDISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES T4 LAVATORY TAILPIECE �F� FLOOR SINK o•�5" 3/4" PIPE SIZE Drawing Title
<br /> � HOT WATER PIPE 1" 1" PIPE SIZE �W— FILTERED WATER —�— GATE VALVE �I� VTR VENT THROUGH ROOF
<br /> 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. �FD FLOOR DRAIN �.2�" i-�/4" PIPE SIZE ---- HOT WATER �'�`/ COLD WA7ER PEX 01 VTR VENT THRU ROOF
<br /> 5) SEE PLUMBING FIXTURE SCHEDULE IN SPECIFICATION SECTION 15450 APPENDIX "A". 13) ALL ROOF PENETIRATIONS SHALL BE MINIMUM 5 FEET AwAY FROM AREA/OCCUPANCY O WASTE/SOIL PIPE �c� GARAGE DRAW ��5" �-�/2" PIPE SIZE _y40oF_ HOT WATER (140�F) �' � HOT WATER PEX `" PLUMBING PLAN -
<br /> SEPARATION WALLS. 2" 2" PIPE SIZE � �� BURIED PIPE
<br /> 6) INSTALL CLEANOUTS PER UPC 2006 SECTION 707, SIZED PER TABLE 7-6 AND AS v VENT PIPE ��'� PLANTER DRAIN 25" 2"1/2" PIPE SIZE HwR HOT WATER REfURN �W CW MANIFOLD PEX/WIRSBO
<br /> 14) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO O 3 3 PIPE SIZE �}{� REDUCED PRESSURE PARKING LEVEL '1
<br /> REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. ��� DECK DRAIN ---- VENT Hw HW MANIFOLD PEX/WIRSBO RPBP BACKFLOW PREVENTER
<br /> IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT.. 0 GAS PIPE �RD/OF ROOF/OVERFILOW DRAW o- PIPE ELBOW UP BALANCING/SHUT—OFF VALVE PRV PRESSURE REDUGING VAL'VE NORTH
<br /> 15) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE o- PIPE ELBOW DOWN WASTE, SANITARY � �
<br /> 7) ALL EXPOSED PIPING �OR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-L4V LOC.ATIONS PRIOR TO BIDDING. (MAY .�fOT BE SHOWN ON THE DIRAWINGS) RL RAIN LEADER PIPE �A� AREA DRAIN � PIPE TEE DOwN � BALL vAL'vE
<br /> GUARD (OR EQUAL). OFFSET P-TRAPS TO CLEAR WHEEL CHAIR ACCESS. aFCo FLOOR CLEANOUT �W wASTE, GREASE
<br /> 16) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT �2�} P1 PLUMBING FIXTURE TAG �� RAIN LEADER Q PRESSURE GAUGE
<br /> 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 29� SLOPE WILL TWCO WALL CLEANOUT
<br /> BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE REQUIRE ADJUSTMENT FACTOR [0.80 FOR 19� SLOPE] FOR TOTAL F.U, COUNT CAPACITIES Q P�a,N NOTE #1 �cco GRADE CLEANouT MP�— GAS (f2PSIG) ��� �1NION
<br /> MANUIFACTURERS. PER UPC 2006 TABLE 7-5) w�-1 WH #1 (EpUIP. TAG} __ SR SUDS RELIEF
<br /> �-- GAS (7 IN-W.C.)
<br /> Date: 10/14f2013
<br /> Job No; AE 212158
<br /> Drawing No. 5 Of 22
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