workmancommercial.com€¦ · 03/10/2020 · symbol. vent thru roof. vtr. 2. all materials, labor,...
TRANSCRIPT
SHEET NUMBER
SHEET TITLE
DATE ISSUED
ISSUE
REVISIONS
2205
DO
WN
ING
LA
NE,
AC
CU
SHA
RP
BLD
G. 2
SH
ELL
LEA
ND
ER T
X, 7
8641
10/13/20
AYS
Engineering, LLCM E P C O N S U L T I N G E N G I N E E R I N G
411 W. Main Street, Suite 310 Round Rock TX 78664w w w. A Y S e n g . c o m 5 1 2 - 9 6 1 - 6 8 3 5
TBPE Firm F-10298
PLUMBING LEGEND - NOTES
P1.0
AND SCHEDULE
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UNION
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PLUMBING SYMBOL LEGEND
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RD
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ROOF DRAIN
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WH
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WALL HYDRANT
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BALL VALVE
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DIRECTION OF FLOW
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DESCRIPTION
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G
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GAS LINE
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DOMESTIC COLD WATER
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DOMESTIC HOT WATER
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SYMBOL
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SD
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STORM DRAIN
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PLUMBING VENT
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SANITARY SEWER
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DESCRIPTION
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GENERAL SYMBOL LEGEND
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1. ALL ABBREVIATIONS AND SYMBOLS ARE NOT NECESSARILY USED.
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CONTINUATION OF SYSTEM OR LINE
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NOTES:
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SYMBOL
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1
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NOTE BY SYMBOL DESIGNATION
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WCO
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W/O
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WALL CLEAN OUT
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VTR
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VENT THROUGH ROOF
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HPG
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HIGH PRESSURE NATURAL GAS
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TYP
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TYPICAL
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S/S
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STAINLESS STEEL
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FF
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FCO
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FINISH FLOOR
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FLOOR CLEAN OUT
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RD
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ROOF DRAIN
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DRAWING ABBREVIATIONS AND SYMBOLS
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ABBREVIATION
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DESCRIPTION
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ABBREVIATION
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DESCRIPTION
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ABOVE
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ABV
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REFERENCE
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REF
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SYMBOL
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DESCRIPTION
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DESCRIPTION
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SYMBOL
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VENT THRU ROOF
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VTR
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2. ALL MATERIALS, LABOR, COORDINATION, AND SUPERVISION IS BY
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CONTRACTOR SHALL COORDINATE AND INSTALL EQUIPMENT WHEN
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CONTRACTOR UNLESS SPECIFICALLY NOTED "BY OWNER" OR "NIC".
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NOTED "OWNER FURNISHED".
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3. SYMBOLS USED, BUT NOT ON THE LEGEND ARE NOTED ON THE PLAN.
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CO
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CLEANOUT
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CW
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COLD WATER
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EXT FCO
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EXTERIOR FLOOR CLEANOUT
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G
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NATURAL GAS
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SAN
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SANITARY SEWER
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V
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SANITARY VENT
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WHA
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WATER HAMMER ARRESTOR
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SANITARY WASTE
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OR VENT STACK
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WASTE OR
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VENT NO.
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UNION
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GATE VALVE WITH C.I. VALVE BOX
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STRAINER W/ BLOWDOWN GATE VALVE
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FCO
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WCO
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FLOOR CLEANOUT
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WALL CLEANOUT
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DIRECTION OF SLOPE (DNWARD)
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ELBOW TURNING DOWN
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ELBOW TURNING UP
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CAPPED PIPE
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CONCENTRIC PIPE REDUCER/INCREASER
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ECCENTRIC PIPE REDUCER/INCREASER
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PIPE SLEEVE
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SLOPE
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EXTERIOR FLOOR CLEANOUT
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EXT FCO
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DOUBLE TWO-WAY
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DBL EXT FCO
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EXTERIOR FLOOR CLEANOUT
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P
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1
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%%UNOTE:
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ROUTE ALL PIPING HIDDEN FROM VIEW
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AS HIGH AS POSSIBLE ABV. CLG.
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COORDINATE ROUTING OF ALL PIPING
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WITH ALL OTHER TRADES. OFFSET PIPING
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AS NECESSARY.
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UNLESS OTHERWISE NOTED, ALL PIPING
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SHOWN SHALL BE ROUTED ABV. CLG.
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1.
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2.
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3.
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REFERENCE PLUMBING RISER DIAGRAMS
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FOR ADDITIONAL SIZES, WHA SIZES AND
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4.
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LOCATIONS, AND ADDITIONAL INFO.
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1. NEW WATER METER RECEIPT (FROM CITY OF LEANDER TAP SALES
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OFFICE) WILL BE PROVIDED BY THE OWNER AND THE CIVIL ENGINEER.
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THESE DRAWINGS DO NOT INCLUDE WATER SUPPLY PIPING BEYOND 5'-0"
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FROM THE BUILDING. SITE UTILITY ITEMS SUCH AS WATER METERS ARE THE
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RESPONSIBILITY OF THE CIVIL ENGINEER.
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2. APPROVED CITY OF LEANDER WATER AND WASTE WATER DEPT. UTILITY
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PLOT PLANS SHOWING THE NEW WATER METER WILL BE PROVIDED BY
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THE OWNER AND THE CIVIL ENGINEER THESE PLUMBING DRAWINGS DO
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NOT INCLUDE WATER SUPPLY PIPING BEYOND 5'-0" FROM THE BUILDING.
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SITE UTILITY ITEMS SUCH AS WATER METERS ARE THE RESPONSIBILITY
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OF THE CIVIL ENGINEER.
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%%UCITY OF LEANDER
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%%UPLUMBING PLAN CHECKING NOTES
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ALL MATERIALS, FIXTURES AND DEVICES SHALL
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CONFORM TO APPROVED APPLICABLE STANDARDS
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%%UGENERAL NOTE:
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(THIS NOTE APPLIES TO ALL SHEETS)
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%%UGENERAL NOTE:
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ALL PLUMBING SHALL BE IN ACCORDANCE WITH
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CITY OF LEANDER PLUMBING CODES
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(THIS NOTE APPLIES TO ALL SHEETS)
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PLUMBING FIXTURE SCHEDULE
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ITEM
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DESCRIPTION
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AS NOTED ON PLANS
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AS NOTED ON PLANS
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CLEANOUT:
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(FCO)
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(CO)
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WATER HAMMER
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(WHA)
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ARRESTORS
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MIFAB No. C1000 SERIES, STAINLESS STEEL ROUND FLOOR
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CLEANOUT ACCESS COVER. HEAVY DUTY TOP, TAPER THREAD
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BRONZE PLUG, NICKLE BRONZE TOP
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W.
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C.W.
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CONNECTION SIZE
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V.
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H.W.
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AS NOTED ON PLANS
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(WCO)
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WALL
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CLEANOUT:
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MIFAB No. C1400-R6-36, STAINLESS STEEL ROUND WALL
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CLEANOUT ACCESS COVER.
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STAINLESS STEEL BELOWS TYPE
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WATER HAMMER ARRESTORS MIFAB WHB-SERIES
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%%UGENERAL PLUMBING NOTES:
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(THESE NOTES APPLY TO ALL SHEETS)
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(REFER TO SHEETS FOR ANY ADDITIONAL GENERAL NOTES)
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SUMMER SYSTEM, POSIFIX, STAKFIX, PIPEFIX, HOLDRITE OR CHANNEL.
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VERTICAL POSITION. ACCEPTABLE METHODS OF SUPPORT WILL BE THE
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WITH FLUSH VALVES SHALL BE SECURELY ANCHORED IN THEIR
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TO ELECTROLYTIC ACTION. SHOCK ABSORBERS SERVICING FIXTURES
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CONDITIONS OF THE VARIOUS SYSTEMS AND SHALL NOT BE SUBJECT
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VIBRATION, COMPENSATE FOR ALL STATIC AND OPERATIONAL
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MENDATIONS. SUPPORTS SHALL SECURELY HOLD PIPING, PREVENT
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ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODE RECOM-
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PRESSURE RELIEF VALVE SHALL BE SET AT 80 PSI MAXIMUM.
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2. PRESSURE REDUCING VALVE SHALL BE SET AT 70 PSI MAXIMUM.
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4. ALL HORIZONTAL AND VERTICAL PIPING SHALL BE SUPPORTED IN
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3. EXPOSED HOT AND COLD WATER TRIM IN FINISHED AREAS SHALL
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E. SURFACE SHALL BE RESTORED TO ITS ORIGINAL CONDITION.
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NOT MORE THAN 8" AND EACH LAYER SHALL BE COMPACTED. THE
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LESS THAN 30. BACKFILL SHALL BE DONE IN LAYERS OF
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OTHER DELETERIOUS MATTER HAVING A PLASTICITY INDEX
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2" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS AND
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SHALL BE FREE OF CLAY, ROCK OR GRAVEL LARGER THAN
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EARTH. ACCEPTABLE SOIL MATERIALS FOR BACK FILL AND FILL
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FILL-UP TO THE TOPSOIL LAYER MAY BE GRAVEL OR ROCK FREE
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COVERED TO A DEPTH OF AT LEAST 12". THE REST OF THE
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FREE EARTH, CRUSHED STONE OR SAND UNTIL THE PIPE IS
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BE CHROME FINISHED.
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LAST 12" OF BACKFILL SHALL BE ROCK FREE TOPSOIL.
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2 TO 2-1/2 10 3/8
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SIZE (IN.) BETWEEN SUPPORT (FT.) DIAMETER (IN.)
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NOMINAL PIPE MAXIMUM DISTANCE MINIMUM HANGER
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3/4 TO 1-1/2 6 3/8
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TWO FIXTURES AS SHOWN ON THE CONTRACT DRAWINGS.
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A HEAD PRESSURE OF 10', FOR 6 HOURS WITHOUT LEAKAGE.
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AFTER PIPE CLEANING IS COMPLETED, THE STRAINERS SHALL BE
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BY OPENING OUTLETS AND FLOWING WATER UNTIL IT RUNS CLEAR.
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LEG AT CONNECTION TO EACH GAS-FIRED PIECE OF EQUIPMENT.
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INSULATION AS THE PIPING OR WITH HYDRAULIC SETTING CEMENT,
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AS ADJACENT PIPING OR PVC PREFORMED JACKET.
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8. HANGERS FOR PIPING GREATER THAN 1" SHALL PASS OVER THE
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INSULATION. PROVIDE SADDLES FOR INSULATED PIPING.
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16. THE ENTIRE SANITARY WASTE SYSTEM SHALL BE TESTED AGAINST
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15. THE SANITARY WASTE SYSTEM SHALL BE FLUSHED OUT PROGRESSIVELY
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SYSTEM SHALL BE DISINFECTED IN ACCORDANCE WITH THE AUTHORITY
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REMOVED, CLEANED, AND REPLACED. THEN THE ENTIRE DOMESTIC WATER
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14. THE DOMESTIC WATER SYSTEM SHALL BE FLUSHED OUT PROGRESSIVELY
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IN ADDITION PIPING SHALL BE TESTED IN ACCORDANCE WITH APPLICABLE
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13. DOMESTIC WATER PIPING SHALL BE TESTED HYDROSTATICALLY AT 85 PSI.
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HOWEVER, ADDITIONAL TESTS AS REQUIRED BY THE AUTHORITY HAVING
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12. THE SYSTEM TESTS DESCRIBED HEREIN ARE MINIMUM REQUIREMENTS.
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PROVIDE AND INSTALL A CUT-OFF VALVE, UNION AND FULL SIZE DIRT
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BUILT-UP TO THE SAME THICKNESS AS LINES. COVER SHALL BE SAME
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FITTINGS AND VALVES SHALL BE INSULATED WITH THE SAME TYPE
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SETTING CEMENT. LAPPING MATCHING THE FINISH SHALL BE PASTED
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CRACKS, VOIDS AND DEPRESSIONS SHALL BE FILLED WITH HYDRAULIC
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9. INSULATION SHALL BE APPLIED WITH JOINTS TIGHTLY BUTTED. OPEN
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SMALLER AND 1/8" PER FOOT FOR ALL PIPING 3" IN DIAMETER AND LARGER.
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LESS THAN 1/4" PER FOOT FOR ALL PIPING 2-1/2" IN DIAMETER AND
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SHOWN. IF NO ELEVATIONS ARE GIVEN, SEWERS SHALL BE PITCHED NOT
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6. SANITARY WASTE LINES SHALL BE UNIFORMLY GRADED TO ELEVATIONS
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VALVES OR EQUIPMENT WITH QUICK CLOSING VALVES BETWEEN THE LAST
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COLD WATER BRANCH LINES CONTAINING SINGLE LEVER FAUCETS, FLUSH
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5050 SIZE AS RECOMMENDED BY MANUFACTURER INSTALLED ON HOT AND
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5. PROVIDE J.R. SMITH OR APPROVED EQUAL SHOCK ABSORBERS #5005 THRU
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PART 2 - PRODUCTS
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2" AND SMALLER - SCREWED, 2 1/4" AND LARGER WELDED
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SCREWED OR WELDED FITTINGS AND GASKET TYPE UNIONS AND FLANGES.
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8. ALL NATURAL GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH
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FIBERGLASS AS MANUFACTURED BY MANVILLE, OWENS-CORNING, OR KNAUF.
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LOCATED IN AREAS SUBJECT TO FREEZING. INSULATION SHALL BE 1" THICK
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7. INSULATE AND HEAT TRACE ALL DOMESTIC HOT AND COLD WATER PIPING
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PUSH-ON TYPE JOINTS BEYOND OUTSIDE 30" FROM THE BUILDING.
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UNDERSLAB TO A POINT 30" OUTSIDE THE BUILDING AND NEOPRENE
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6. JOINTS FOR PVC PIPING SHALL BE SOLVENT WELD TYPE INSIDE AND
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PIPING 30" FROM BUILDING SHALL BE TYPE SDR-26 AND ASTM D-3034.
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EQUIVALENT TO CHARLOTTE PIPE AND MEET ASTM D-2665. EXTERIOR PVC
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EXTENDING 30" OUTSIDE THE BUILDING SHALL BE SCHEDULE 40 PVC DWV
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5. ALL SANITARY WASTE, VENT AND STORM DRAINAGE PIPING INSIDE AND
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FITTINGS, SOLDERED USING 95-5 LEAD-FREE SOLDER OR BRAZED WITH
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4. COPPER PIPE FITTINGS SHALL BE WROUGHT COPPER SWEEP PATTERN
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ALL CONDENSATE PIPING ON THE ROOF SHALL BE TYPE 'M' COPPER.
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ALLOWED BELOW SLAB. ALL SLAB PENETRATIONS SHALL BE SLEEVED
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OUTSIDE SHALL BE TYPE "K" SOFT SEAMLESS. NO JOINTS SHALL BE
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3. DOMESTIC WATER AND CONDENSATE DRAIN PIPING BELOW SLAB AND
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BE TYPE 'L' HARD DRAWN COPPER (TYPE 'K' FOR UNDERGROUND)
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1. ALL DOMESTIC WATER PIPING INSIDE THE BUILDING ABOVE SLAB SHALL
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SIMULTANEOUSLY ALONG BOTH SIDES OF THE PIPE USING ROCK
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D. BACKFILLING AND TAMPING SHALL BE CAREFULLY DONE BY HAND
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SHALL BE SCOOPED OUT AT PIPE BELLS SO THE PIPE RESTS
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EXCAVATION SHALL BE DONE BY HAND. TRENCH BOTTOM
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C. IN MOSTLY EARTH OR SAND MATERIAL, THE LAST 6" OF
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GRAVEL SHALL BE SCOOPED OUT UNDER PIPE BELLS SO THE
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FILLED TO THE PROPER ELEVATION WITH CRUSHED LIMESTONE.
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OF THE PIPES. AFTER EXCAVATION, TRENCH SHALL THEN BE
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TO AT LEAST 6" BELOW THE ELEVATION OF THE BOTTOM
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B. IN MOSTLY ROCK MATERIAL, TRENCHES SHALL BE EXCAVATED
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TRENCHES IN GOOD WORKING CONDITION, INCLUDING PUMPING
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A. PROVIDE SHORING AND CLEANING NECESSARY TO KEEP
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ACCORDANCE WITH O.S.H.A. AND EXISTING SAFETY STANDARDS.
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1. EXCAVATION, BACKFILLING AND TRENCH WORK SHALL BE DONE IN
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PART 3 - EXECUTION
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OUT WATER.
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FIRMLY ON THE TRENCH BOTTOM.
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PIPE RESTS FIRMLY ON THE TRENCH BOTTOM.
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OR PVC WHERE ALLOWED BY CODE
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TO PROTECT PIPING FROM CORROSION BY CONCRETE.
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SIL-FOS.
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2.
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WITH FLOWING WATER UNTIL IT RUNS CLEAR.
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11.
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10.
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JURISDICTION SHALL ALSO BE PERFORMED.
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HAVING JURISDICTION.
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CODE REQUIREMENTS.
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NEATLY OVER JOINTS.
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3 TO 6
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12
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OR UNCONDITIONAL KNOWLEDGE OF ACTUAL FIELD CONDITIONS.
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SIZES OR LOCATIONS. THEY ARE NOT INTENDED TO DISCLOSE ABSOLUTE
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4. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED FOR EXACT
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3. INSTALLATION SHALL BE DONE IN A NEAT AND WORKABLE MANNER.
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TAPPING FEES, CONNECTION CHARGES, AND UTILITY COMPANY SERVICE
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2. OBTAIN AND PAY FOR ALL REQUIRED PERMITS, INSPECTION FEES,
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1. MATERIALS AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE
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STATE AND LOCAL CODES AND REQUIREMENTS.
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PLUMBING SPECIFICATIONS
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CHARGES.
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PART I GENERAL
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7. SUPPORT HORIZONTAL PIPING AS FOLLOWS:
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1/2
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6
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1/2
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WITH WROUGHT COPPER FITTINGS, SWEAT WITH LEAD FREE SOLDER.
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PIPING SCHEDULE
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SYMBOL
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SERVICE
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PIPE MATERIAL
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TYPE JOINT
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FITTINGS
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TEST
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SANITARY WASTE STORM DRAIN PIPING
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SCHEDULE 40
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DWV PVC
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(PER MANUFACTURER'S
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SOLVENT WELD
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SANITARY VENT
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DOMESTIC WATER AND ABOVE GROUND
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10 ft. FOR 6-HOURS
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10 ft. FOR 6-HOURS
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HVAC CONDENSATE DRAIN
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DWV PVC
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SCHEDULE 40
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RECOMMENDATIONS)
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SCHEDULE 40
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DWV PVC
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SCHEDULE 40
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DWV PVC
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RECOMMENDATIONS)
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SOLVENT WELD
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(PER MANUFACTURER'S
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WITH HEAT FUSION JOINTS
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9. ALL UNDERGROUND NATURAL GAS PIPING SHALL BE POLYETHYLENE (PE-2306)
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TYPE 'L' HARD DRAWN COPPER (TYPE 'K' FOR UNDERGROUND)
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SWEAT WITH LEAD FREE SOLDER, SILVER SOLDER FOR UNDERGROUND
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WROUGHT COPPER (CONTINUOUS NO JOINTS UNDER- FLOOR SLAB)
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150 ft. FOR 24 HOURS
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EXTENDING NOT LESS THAN 4-INCHS ON EITHER SIDE OF THE SUPPORT BEARING AREA
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8. SUPPORT INSULATION AT HANGERS AND SUPPORTS WITH A SHIELD OF GALVANIZED METAL
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REGULATIONS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. OBTAIN AND PAY FOR
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9. PERFORM WORK IN ACCORDANCE WITH APPLICABLE STATUES, ORDINANCES, CODES, AND
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COVERING AT LEASE HALF OF THE PIPE CIRCUMFERENCE.
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ALL PERMITS AND INSPECTIONS.
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DRAWINGS TO VERIFY FLOOR PLAN SCALE OF MECHANICAL DRAWINGS PRIOR TO
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PRIOR TO BID SUBMITTAL THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH
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ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL REFER TO ARCHITECTURAL
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ANY QUALITATIVE TAKE - OFF OF MATERIAL.
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6.
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ALL TRADES SHALL BE PROPERLY COORDINATED AND SET TO MAINTAIN REQUIRED
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CLEARANCES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL LOCATIONS
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REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL WALLS,
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SUBJECT TO APPROVAL OF ARCHITECT.
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PARTITIONS, CEILING HEIGHTS, AND EQUIPMENT.
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ROUTE ALL PIPING CONCEALED, HIDDEN FROM VIEW AND AS HIGH AS POSSIBLE
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CONTRACTOR TO CHANGE LOCATION OF NEW PIPING, AS SHOWN, TO MEET FIELD
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CONTRACTOR SHALL LAYOUT HIS WORK FROM ACTUAL FIELD MEASUREMENTS AND
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ACTUAL DIMENSIONS OF EQUIPMENT INSTALLED, ALL PIPING AND EQUIPMENT OF
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CONTRACTOR SHALL NOT SCALE DRAWINGS.
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5.
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4.
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3.
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CONDITIONS.
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2.
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1.
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7.
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FIBERGLASS PIPE INSULATION. FIBERGLASS PIPE INSULATION SHALL HAVE AN ALL SERVICE
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THE COMPOSITE OF INSULATION JACKET OR FACING AND ADHESIVE. COMPONENTS SUCH AS
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PROCEDURES ASTM E 84 NFPA 225 AND U.L. 723. THESE RATINGS MUST BE AS TESTED ON
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25 AN A SMOKE DEVELOPED RATING NOT EXCEEDING 50 AS DETERMINED BY TEST
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INSULATION USED ON THE PROJECT SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING
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JACKET (ASJ) WITH SELF-SEALING LAPS (OWENS CORNING SSL-11 OR EQUAL). ALL PIPING
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INSULATE ALL DOMESTIC WATER SUPPLY (HOT AND COLD) PIPING WITH 1-INCH THICK
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ADHESIVES MASTIC AND CEMENTS SHALL MEET THE SAME INDIVIDUAL RATINGS AS THE
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ABOVE CEILING LEVELS.
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MINIMUM REQUIREMENTS.
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AND 'T' HANDLE. DEPTH AS REQUIRED FOR WALL THICKNESS.
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VACUUM BREAKER, 3/4" NPT OUTLET
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WATTS #HY-330-K-3
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%%UWH-1
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NON-FREEZE
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WATER HYDRANT
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-
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-
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-
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3/4"
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FIRE SPRINKLER RISER DETAIL
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SCALE: NOT TO SCALE
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1
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SWITCH
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SUPERVISORY
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VALVE
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FIRE SPRINKLER SYSTEM
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TO WET PIPE AUTOMATIC
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6" U.L. & F.M.
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LISTED CHECK
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DRIP VALVE.
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3/4" AUTOMATIC BALL
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FROM SITE UTILITY MAIN
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FIN. FLOOR
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TO FLOOR DRAIN
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FLOW SWITCH
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SIZE PER HYDRAULIC
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CALCULATION
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WITH SUPERVISORY SWITCH
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POLISHED CHROME PLATED
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U.L. AND F.M. APPROVED
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FIRE DEPARTMENT CONNECTION
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FIN. GRADE
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8" U.L. & F.M. LISTED
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ALARM CHECK VALVE
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6" U.L. & F.M. LISTED WALL
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POST INDICATOR VALVE
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WITH TRIM
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4"%%C
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4"%%C
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8"%%C
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8"%%C
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8"%%C
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ALL WALL PENETRARIONS)
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PENETRATION SEALS (TYP.
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& SEAL W/LINKSEAL WALL
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SCH 40 GALV. STL. PIPE
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EXTERIOR WALL
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SLEEVE THRU WALL W/
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4"%%C
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8"%%C
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ADEQUATELY
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SUPPORT
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ADEQUATELY SUPPORT
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8"%%C
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SWITCH
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SUPERVISORY
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6" WATTS MODEL NO. 709DCDA DOUBLE
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CHECK DETECTOR ASSEMBLY BACKFLOW
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PREVENTER INSTALLED ON FIRE MAIN
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PRIOR TO FIRE RISER ASSEMBLY.
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CONCRETE THRUST
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BLOCK PER NFPA,
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LOCAL CODE REQMTS
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AND PIPE MFR'S
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RECOMMENDATIONS
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8" IN-BUILDING
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RISER
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PIV/ FDC
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FIRE PUMP
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domestic water PUMP#2
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MAINTENANCE AISLE
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irrigation PUMP #1
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PLY-WOOD TO 8'-0" A.F.F..
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ELECTRICAL PANEL
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2
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PUMP HOUSE PLAN - PLUMBING
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SCALE: 1/8" = 1'-0"
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FIRE PUMP
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F
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F
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FIRE PUMP. REF.
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CIVIL DWGS FOR PUMP
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SPEC AND LINE SIZES.
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DOMESTIC WATER PUMP. REF.
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CIVIL DWGS FOR PUMP
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SPEC AND LINE SIZES.
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IRRIGATION WATER PUMP. REF.
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CIVIL DWGS FOR PUMP
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SPEC AND LINE SIZES.
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FIRE LINE TO
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SITE DISTRIBUTION.
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FIRE LINE FROM
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FIRE TANK
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IRRIGATION LINE
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FROM TANK
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IRRIGATION LINE TO
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SITE DISTRIBUTION.
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DOMESTIC WATER LINE TO
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SITE DISTRIBUTION.
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IRRIGATION
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IRRIGATION
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FIRE DEPT.
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CONNECTION
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%%UNOTE:
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REFERENCE CIVIL DWGS FOR FIRE, DOMESTIC AND IRRIGATION WATER LINE SIZES AND PUMP MAKE AND MODELS.
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DOMESTIC LINE
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FROM TANK
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PERMT SET
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10/13/2020
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R. ROSS ALEMAN
SHEET NUMBER
SHEET TITLE
DATE ISSUED
ISSUE
REVISIONS
2205
DO
WN
ING
LA
NE,
AC
CU
SHA
RP
BLD
G. 2
SH
ELL
LEA
ND
ER T
X, 7
8641
10/13/20
AYS
Engineering, LLCM E P C O N S U L T I N G E N G I N E E R I N G
411 W. Main Street, Suite 310 Round Rock TX 78664w w w. A Y S e n g . c o m 5 1 2 - 9 6 1 - 6 8 3 5
TBPE Firm F-10298
PARTIALFLOOR PLAN -
P2.0
PLUMBING
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FIRE RISER ROOM W/ STAINLESS STEEL RISER
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fdc
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15' RAMP
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10' RAMP
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10' RAMP
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LANDING
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LANDING
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LANDING
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6' RAMP
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NEW ACCESSIBLE
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RAMP PER DETAIL
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8/A4.2
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1:12 MAX SLOPE
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1:12 MAX SLOPE
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1:12 MAX SLOPE
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10' RAMP
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1:12 MAX SLOPE
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LANDING
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1:12 SLOPE
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NOT HANDICAP
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ACCESSIBLE
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NOT HANDICAP
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ACCESSIBLE
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BUILDING 2
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FF = 922.40
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FIRE RISER
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ROOM DOOR
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AWNING
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ABOVE
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AWNING
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ABOVE
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AWNING
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ABOVE
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ramp
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ramp
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02
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01
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03
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04
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05
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07
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09
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FLOOR PLAN - PLUMBING
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SCALE: 1/8" = 1'-0"
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F
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%%UPLUMBING PLAN CHECKING NOTES
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%%UCITY OF LEANDER
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%%uPLUMBING GENERAL NOTES:
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ALL MATERIALS, FIXTURES AND DEVICES SHALL
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CONFORM TO APPROVED APPLICABLE STANDARDS
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%%UGENERAL NOTE:
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(THIS NOTE APPLIES TO ALL SHEETS)
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SLOPE BUILDING DRAIN AT 1/8" PER FOOT TYP.
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6" SANITARY SEWER LINE TO SEPTIC SYSTEM. REF. CIVIL DWGS FOR CONT. FLOW LINE = -5.75' B.F.F.
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UP AS HIGH AS POSSIBLE A.F.F.
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2" COLD WATER SUPPLY LINE UP FROM UNDERFLOOR. RISE WITH 2" LINE
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2" COLD WATER SUPPLY LINE. REF. CIVIL DWGS. FOR CONT.
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VALVE AND CAP 1" BRANCH LINE FOR FUTURE CONNECTION (IN JOIST SPACE).
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2" GATE VALVE IN CAST IRON VALVE BOX.
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COLD WATER MAIN. ROUTE IN JOIST SPACE. DIRECTLY OVER SANITARY SEWER.
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%%UPLUMBING KEYED NOTES:
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LINE SHOWN OFFSET FOR CLARITY.
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4" VENT UP FROM UNDERFLOOR PROVIDE 4" WALL CLEANOUT ON VERTICAL.
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1. INSULATE ALL WATER SUPPLY AND ABOVEGROUND VENT PIPING WITH 1-INCH THICK FIBERGLASS PIPE INSULATION. FIBERGLASS PIPE INSULATION SHALL HAVE AN ALL SERVICE JACKET (ASJ) WITH SELF-SEALING LAPS (OWENS CORNING SSL-11 OR EQUAL). ALL PIPING INSULATION USED ON THE PROJECT SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AN A SMOKE DEVELOPED RATING NOT EXCEEDING 50 AS DETERMINED BY TEST PROCEDURES ASTM E 84 NFPA 225 AND U.L. 723. THESE RATINGS SHALL BE AS TESTED ON THE COMPOSITE OF INSULATION JACKET OR FACING AND ADHESIVE. COMPONENTS SUCH AS ADHESIVES MASTIC AND CEMENTS SHALL MEET THE SAME INDIVIDUAL RATINGS AS THE MINIMUM REQUIREMENTS. 2. SUPPORT INSULATED PIPE AT HANGERS AND SUPPORTS WITH A SHIELD OF GALVANIZED METAL EXTENDING NOT LESS THAN 4-INCHES ON EITHER SIDE OF THE SUPPORT BEARING AREA COVERING AT LEASE HALF OF THE PIPE CIRCUMFERENCE. 3. PERFORM WORK IN ACCORDANCE WITH APPLICABLE STATUES, ORDINANCES, CODES, AND REGULATIONS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. 4. ROUTE ALL ABOVEGROUND HORIZONTAL PIPING CONCEALED, HIDDEN FROM VIEW AND AS HIGH AS POSSIBLE IN ROOF JOIST SPACE (WATER AND VENT PIPING).
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1. NEW WATER METER RECEIPT (FROM CITY OF LEANDER TAP SALES NEW WATER METER RECEIPT (FROM CITY OF LEANDER TAP SALES OFFICE) WILL BE PROVIDED BY THE OWNER AND THE CIVIL ENGINEER. THESE DRAWINGS DO NOT INCLUDE WATER SUPPLY PIPING BEYOND 5'-0 FROM THE BUILDING. SITE UTILITY ITEMS SUCH AS WATER METERS ARE THE RESPONSIBILITY OF THE CIVIL ENGINEER. 2. APPROVED CITY OF LEANDER WATER AND WASTE WATER DEPT. UTILITY APPROVED CITY OF LEANDER WATER AND WASTE WATER DEPT. UTILITY PLOT PLANS SHOWING THE NEW WATER METER WILL BE PROVIDED BY THE OWNER AND THE CIVIL ENGINEER. THESE PLUMBING DRAWING DO NOT INCLUDE WATER SUPPLY PIPING BEYOND 5'-0" FROM THE BUILDING SITE UTILITY ITEMS SUCH AS WATER METERS ARE THE RESPONSIBILITY OF THE CIVIL ENGINEER.
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%%UWH-1
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3/4" WHA TYPE
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'A' ABV. CLG.
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3/4"
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3/4"
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%%UWH-1
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3/4" WHA TYPE
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'A' ABV. CLG.
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3/4"
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3/4"
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2" X 1"
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REDUCER
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5
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%%U4"FCO
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%%U4"FCO
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7
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6"
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4"VTR
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FIRE RISER. REF. DETAIL 1/P1.0
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6" FIRE LINE. REF. CIVIL DWGS FOR CONT.
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FDC
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4"FS-1 W/ TRAP PRIMER
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7
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6"
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7
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6"
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7
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6"
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2"
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2"
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2"
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2"
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3/4"
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1"
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4" EXT. FCO IN
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16"X16"X6" CONCRETE
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PAD
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F ELEV. -3.00' B.F.F.
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PERMT SET
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10/13/2020
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R. ROSS ALEMAN