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PLUMBING SPECIFICATIONS.
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<br />i CODESANDREGULATIONSALLWGRKANOIMTERIALSSWULBENACCORDANCEWITH THEFOLLOWINGCODES
<br />AS ADOPTED AND AMENDED BY THE AUTHORITY HAVING AIRISDICTION NOTHING IN THESE DRAYANGS OR
<br />SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORT( HOT CONFORMING TO THESE CODES
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<br />A CAIFORNIA BUILDING CODS-CBC-20tB
<br />B CALIFORNIA PLUN8ING CODE -LPC - M19
<br />C CAUFORMIA CODE OF REGULATHONSTITLE B.MDIISTRIAL RELATIONS
<br />REVISIONS
<br />D CALIPORWA CODE OF REGULATIONS, TITLE 24, BUILDING STNIDARD9
<br />E. TITLE 24, PART II, CALIFORNIA GREEN BUILDING CODE, M19 EDITION
<br />ADDENMM I-OTNTR016
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<br />2 PERMIT ,WD INSPECTION CHARGES OBTAIN ALL PERMITS REQUIRED FOR PERFORA9NO VAMK AND PAY ALL
<br />RELATED FEES CALL FOR ALL REQUIRED INSPECTIONS AND PAY ALL RELATED FEES
<br />3 GUARANTEETHE CONTRACTOR SHALL REPAIR ANY DEFECTS DUE TOFANILTY MATERIALS OR WORgMNSHN'AND
<br />CLEANOUT TO GRADE DETAILPAY
<br />A
<br />A
<br />FOR ANY DAMAGE TO OTHER YORK RESULTING THERE FROM IN APPEARS VI T A PERIOD OF ONE
<br />YEAR FROM DATE OF ACCEPTANCE OF -
<br />GENERAL NOTES: Pl0
<br />a. MATERIALS. EQUIPMENT AND INSTALLATON EACH ITEM REFERRED TO ON THE DRAWINGS AND IN THE
<br />SPECIFICATIONS REPRESENTS THE STANDARD DF QUALITY DESIRED FOR MATERIALS, EQUIPMENT AND
<br />1. THE INTENT OF THE DRAWING AND SPECIFICATIONS IS TO CONSTRUCT TH£8UILDING INACCORDANCE WITH
<br />THE 2019 EDITION OF TITLE 21, CALIFORNIA CODE OF REGULATIONS, CHANGES TO THE STRUCTURAL,
<br />INSTALLATION. ALL SUBSTITUTIONS MUST BE REVIEWED IN WARRING BY THE ENGINEER ALL MATERIALS AND
<br />EQUIPMENT SHALL BE NEW AND FREE FROM DEFECTS. ALL INSTALLATION. SOUL BE AS RECOMMENDED BY THE
<br />ACCESSIB)LRYOR FIREAND LIFE-SAFETYPORTIONSOF THEAFPROVED PLANS AND SPECIFICATIONS SHALL
<br />MANUFACTURER ANO AS SHOWN ON DRAWNNGS
<br />BE MADE BY AN ADDENDUM OR CONSTRUCTION CHANGE DOCLJAENTAS REQUIRED IN SECTION 1338, PART 1,
<br />TITLE 21, CCR AND SHALL BE SUBMITTED TO AND APPROVED BY DSA PRIOR TO COMMENCEMENT OF THE
<br />5 SUBMITTALS VBTHWN W DAYS OF CONTRACT AWARD THE CONTRACTOR SHALL SUGAR TTREE COPIES OFSHOP
<br />DRAWINGS FOR PROPOSED FOR USE ON THHS PROJECT. PIESOF L OR
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<br />WORK DOCUMENTS SHALL BE PREPARED AND SUBMITTED TO OSA IN COMPLIANCE WITH DSA
<br />ALL MATERWS. EQUIPMENT. ERC,
<br />EOUIPMENT SHALL NOT BE ORDERED DR INSTALLED UNTIL WRITTEN REVIEW IS PROCESSED BY THE EN WM_
<br />INTERPRETATION OF REGULATION IR A-6.
<br />ANY ITEM OMITTED FROM TIE SUSNTTAL S BE PROVIDED AS SPECIFIED WITHOUT SUBSTRTUTNHN.
<br />2. LAYOUT OF MATERIALS. EQUIPMENTAND SYSTEMS IS GENERALLY DIA GRAMMA TIC UNLESS SPECIFICALLY
<br />6 PIPING LAYOUT: ROUTE PIPING TO AVOID CUTDNG STRUCTURAL MEMBERS WHERE. CUTTING OR NOTCHING IS
<br />DIMENSIONED. SOME WORK MAY BE SHOWN OFFSET FOR CLARITY THE HVAC BUILDING PLANS HAVE BEEN
<br />REOUIRED, THE STRUCTURAL MEMBER SHALL BE REINFORCED IN ACCORDANCE WITH THE UNIFORM BUILDING
<br />PREPARED TO MATCH THEARCH ITECTURAL PLANS IF DIFFERENCES OCCUR, THE ARCHITECTURAL PLANS ARE
<br />CODE. PPNG SWILL BE INSTALLED TO ENSURE LMRESTRIC-EO FLOW AND PERMIT COMPLETE DRAINAGE CF THE
<br />TUTAKE PRECEDENCE THEA TUALLOCATIONS OF ALL MATERIALS, PIPING. DUCT WDRKFIXTURES.
<br />SYSTEM
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<br />EQUIPMENT SUPPORTS.ETC. SHALL BECAREFUUYPLANNED, PRIOR TO WSTALLADONOFANYWORK TO
<br />AVOIDALLINTERFERENCEWITHEACHOTTERORMI STRUCTURAL,ELECTRICAL,ARCWTECTURALOR
<br />I PIPING MATERIALS.
<br />OTHER ELEMENTS ALL DUCTAND PIPE OFFSETELBOWS FORCDORDINATIONBETWEEN TRADES ARE NOT
<br />A SOL, WASTE A VENT PIPING. POLYVINYL CHLORIDE (PVC), SOR35. ASTM DXU. SOLVENT WELD, WITH PVC
<br />SHOWN. CONTRACTOR SHALL INCLUDE SUFFICIENT FUNDS FOR THE COORDINA ITON OFFSETS IN THE BID
<br />SOLVENT WELD FITTNG8 PIPING WITH LESS THAN 2A' OF COVER OUTSIDE BUILDING WALLS SHALL BE
<br />VERIFY THE PROPER VOLTAGE AND PHASE OF ALL EQUIPMENT WITH THE ELECTRICAL PLANS. ALL CONFLICTS
<br />CAST IRON
<br />SHALL BE CALLED TO THE ATTENTION OF THEAROHITECT AND THE ENGINEER PRIOR TO THE INSTALLATION OF
<br />ANY WORK OR THE ORDERING OF ANY EQUIPMENT
<br />B. PERFORATED GRAIN PIPING, PVC PERFORATED MAN PIPE WTM BELL ENDS ASTM D17U SOLVENT WELD
<br />3. WHEN INSTALLING DRIUEDVN ANCHORS ANDOR POWDERJDIUVEN PINS IN EXISTING NONPRESTRESSED
<br />FITTINGS. TWO ROWS OF HOLES yr IN DWIETER ON S' CENTERS AND IN' ANGLE APART.. SON. JAI
<br />EAGLE NC.
<br />CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REWFORCING BARS
<br />B DISTRIBUTION BOX: PRECAST RE ED CONCRETE BO' INSIDE DIAM R. DEPTH AS REOUIRED. SINGLE
<br />WHEN INSTALLING THEM INTO EXISTING PRESTRESSED CONCRETE(PRE-ORPOST-TENSIONED). LOCATE THE
<br />INLET TWELVE OUTLETS I-1? (MIN) LOWER THAN INLET 1' INLET AND F OUTLETS, CONCRETE WN6-WM
<br />PRESTRESSED TENDONSBYUSINGANON-DESTRUCTIVE METHOOPRIOR TOINSTALLATIGN EXERCISE
<br />COMPRESSIVE STRENGTH 30W PS AT N DAYS 21' GAS TM.HT CAST IRON RING AND BOLTED COVER M C.
<br />EXTREME CARE AND CAUTION TO VOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION.
<br />NOTTINGRAM PRECAST. JEMSEN
<br />MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REWFORCEMENTAND THE DRILLEDPW ANCHOR
<br />AAC OR PIN,
<br />1. ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE
<br />9 TESTS: PERFORM ALL TESTS AS REQUIRED BY APPLICABLE CODES IN PRESENCE Of PROJECT INSPECTOR.
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<br />DETAILSONTIEDSAAPPROVEDCONSTRUCTIONDOCUMENTS- WHERETHERENODETAILISINDICATED,TME
<br />FOLLOWING COMPONENTS SHALL BEANCHORED OR BRACED TO MEET THE FORCEAND DISPLACEMENT
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<br />REOUIREMENTS PRESCRIBED IN THE 2016 CBC. SECTIONS 161BA1. 16 MROUGH IB16A1.26 AND ASCE 7-10
<br />CHAPTERS 13, M AND 30.
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<br />1. ALL PERMANENTEQUIPAIENTAND COMPONENTS.
<br />IMMINIC .
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<br />2. TEMPORARY OR MOVABLE EQUIPMENT THATIS PERMANENTLYATTACHEO(EG. HARD WIRED) 10 THE
<br />BUILDING UTILITY SERVICES SUCH AS ELECTRICITY GAS OR WATER.
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<br />3 MOVABLE EOOPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE TINNN B HOURS AND
<br />U
<br />HEAVIER THAN 100 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY
<br />ATTACHMENTS
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<br />PIPING, DUCTWORK. AND ELECTRICALDISTRIBUTION SYSTEMBRACWG NOTE
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<br />PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE
<br />W U U
<br />FORCES NO DISPLACEMENTS PRESCRIBED W ASCE 740 SECTION 133 AS DEFINED IN ASCE 7-10 SECTION
<br />J Q
<br />136.& 13.8. T, 136.6.6 AND 2016 CBC SECTIONS 161&1.1.23 161"12/, 1616A, 1.2& 1616A. 1.28.
<br />$IDE VIEW IEDWQOD 19HAOE 60MID5
<br />7,500 GALLON LOW PROFILE �'""�° " °""�
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<br />THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED
<br />DISTRIBUTION SYSTEMAREAS NOTED BELOW WNENBRACINGANDATTACHMENTSAR MSEDONA
<br />BATTERY SEPTIC TANK
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<br />PREAPPROVED INSTALLATION GUIDE (EG., SMACNA OR OSHPD OPAL). COPIES OFTNE BRACING SYSTEM
<br />R
<br />DILL
<br />INSTA TIONGODEORMANUALSHALLBEAVAILA6LEON THE JOBSITE PRIOR TO THE STARTOF AND DURING
<br />THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS THE STRUCTURAL ENGINEER OF RECORD SHALL
<br />MODEL 3XJP= I•"P���T
<br />TRAFFIC RATED
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<br />VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.
<br />...............______ ,.______________..___-___ .______.._____..______,
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<br />MECHANICAL PIPING (MP). MECHANICAL DUCTS (AD), PLUMBING PIPING (PP):
<br />000 000 000
<br />Y
<br />MP0MDC1PP] OPTIONI: DETAILED ON THE APPROVED DRAWINGS WFTH PRODECTSPECIFIC
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<br />NOTESANDOETAILS
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<br />MPOMOpPPM OPTION2' SHALL COMPLY WITH THE APPLICABLEOSHPO PREdPPROVAL MASON WEST
<br />OPMM101}I3
<br />PLAN 14
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<br />MP�MDOPP� OPTION 3: SHALL COMPLY WITHTHE SMACNA SEISMIC RESTRAINTMANUAL
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<br />[oRcR/IHECCWK)WED _TLS LI) (P) LIQUID CAPACITY: 7,500 GALLONS
<br />OSHPD EDITION (2W9), INCLUDING ANY ADDENDA. FASTENERS
<br />• TUM DESIGNED FOR NS20-11 TRAFFIC wHm LOAD NTH DRY SOL CONDITIONS.
<br />PORTAlLE
<br />AND OTHER ATTACHMENTS NOT SPECIFICALLYIDENTIFIED IN THE
<br />SMACNA SEISMIC RESTRAIN MANUAL, OSHPD EDITION, ARE
<br />(WATER TABLE mOW TAM(). EARTH MVEA OVER TMX NOT TO F)ILTLD 6 FT.
<br />CWSSROOMS
<br />DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECFIC
<br />-SUITABLE NATIVE OR SIB -BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS
<br />nuMe)N6 srECs
<br />NOTESANDOETAILS THEDETALLSSHALLACCOUNTFORTHE
<br />APPLICABLE SEISMIC HAZARD LEVEL A AND CONNECTION LEVEL 1FOR
<br />THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL
<br />BE COMPACTED TO 90%MAXIMUM MY DENSITY, OR TO REQUIREMENTS OF THE PROJECT
<br />s UETaIs
<br />THE PROJECTAND CONDITIONS
<br />GEOTECHNICAL ENGINEER.
<br />• FOR COMPETE DESIGN AND PRDOUCT WORIIATIM 16EIR O
<br />PRECAST.
<br />�I`:CREMEI�T )
<br />6. ADSA CERTIFIED PROJECT INSPECTOR (CLASS 3) EMPLOYED BY THE DISTRICT 6 APPROVED BY DSA SHALL
<br />CONTACT JENSEN
<br />PROVIDE CONTINUOUS WSPECTICN OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION
<br />CLEANOUT TO GRADE DETAIL
<br />1-33& PART 1. TITLE 21. CCR
<br />7. A DSA ACCEPTED TESTNGLABORATORYD/RECRYEMROYEDBYTHEDISTRICTSHALJLCONOUCTALLTHE
<br />REQUIRED TESTS AND INSPECTIONS FOR THE PROJECT.
<br />- LAWRENCE
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<br />LNGINlC0.1NG GROUP
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