HomeMy WebLinkAboutFAIRWAY BUSINESS PARK (2) PLUMBING SIZING FORM
FOR GENERAL NOTES PLUMBING LEGEND AND SYMBOLS "w }
THREADED HANGER R00. 1O S1RUClURf A •,
FOR SIZE AND SPACING SET
SEE 8 e PIPE SIZE/ BASFO ON HART A-41 0 30 PSI/100 FT L THE TOTAL INSTALLAAAV SHALL COMPLY WITH ANY AND ALL REQUIREMENTS OF TIE LEGALLY SYMBOL ABBREV. DESCRIPTION
e \\ CONS777UTE0 AUTHORITIES HAVING WRISDICNON INCLUDING 2013 CBC BUILDING CODE)AND NL Na
STIFFENER FIX [Nl7S ARE BASED ON TABLE A-21 FROA!APPENDIX A (CALIFORNIA ) I
2013 CMC/CPC(CALIFORNIA MECHANICAL AND PLUMBING CODE). Na DETAIL REFERENCE y
ADD VERTICAL ANGIE �' i PIPE Sly
STIFFENER IF LENGTH IS 'Roo FIXTURE UN175 2 7Hf 0001IIRACTOR SHALL VISIT THE 97F PRIOR TO BID AND SHALL 1HOROUGHLY FAMILIARIZE HIMSELF
GREATER THAN MAX.LENGTH FIXTURE UNITS WTH 7HE EXISTING CONDITIONS UNDER WHICH HE WILL BE REWIRED TO NORK.ALL INDICATED .A-i SECTION REFERENCE M A A A r c h i t e C t s
SCHE E SUET SIZE f. TANK F. VALVE GPM VELOCITY NUMBER FIXTURE UNIT TOTAL DIMENSIONS ARE APPROXIMAIF AND ARE GIVEN FOR ES77MATE PURPOSES ONLY. ��' AI
PLUMBING STACK OR RISER REFERENCE
SER
SCHEDULE 1/2" 1 0 1.8 25 - F7/lUR£ - 61.5 1D'N0' 1ve axle AMase,lmMteo
NUT&WASHER 3/4' 5 0 4.8 JO 1 Ist HB 2.5 25 3 BEFORE PROCEEDING WITH 7HE WORK THIS CON7RACTOR SHALL CAREFULLY CHECK AND VERIFY ALL EQUIPMENT oMNuu,osnunlM eloee
RO DIMENSION$S/Zf5 REWIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR THE RT77NG EQUIPMENT REFERENCE 111n411•71fe en1•Mn•11u
OD TOP&BOTTOM TRANSVERSE ANGLE /• 13 0 JO 4.0 TOTAL FIXTURE UNITS 64 Of ALL EQUIPMENT AND MATERIALS HfRE/N REQUIRED TO OTHER PARTS Of 7HE WORK OF 07HER D.Na
1 1-1/4" 24 0 17 4.5 TOTAL GP.M. J5 7RADES
BRACE.ALTERNATE BRAE fW FlL7ERED WATER ALL IDEAS,DESIGNS AND
ROOF SUMP i SIDES EVERY BRACE. 1-1/2• 47 10 27 5.0 _______ ARRANGEMENTS INDICATED ON
� ) SCW SOFTENED/CONDITIONED COLD WATER THESE DRAWINGS ARE THE
P•WATER TAM ABOVE 64 A 7HE DRAWINGS ARE ESSEN77ALLY DIAGRAMMATIC To THE EXTENT THAT ALL OFFSETS BENDS SPECIAL CW COLD WATER PROPERTY OF MAA ARCHITECTS
LOW POINT Or ROOT �_,yyE•_83690 2"l�, d80 1� 75 RT77NGS AND LOCA77ONS AR£NOT EXACTL Y LOCA 7ED.IN 7HE PREPARA77ON OF THESE DOCUMENTS AND ARE INTENDED TO BE USED
ADJUSTABLE J' CERTAIN ASSYMP77ONS ARE MADE REGARDING EXISTING CONDIRaVS SOME M TIHESE ASSUMP17OVS MAY --- HW HOT WATER IN CONNECTION WITH THIS
SPECIFIC PROJECT ONLY AND
HANGER 3 850 800 160 8.0 NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY OR DES7ROYING OTHE7RWSE -- --- - HIM? HOT WATER REIURN SHALL NOT OTHERWISE BE USED
=Fi 4' >750 I750 130 60 ADEQUATE M SERVICEABLE PORTIONS OF EXISRNG BUILDINGS AND/9 EQUIPMENT. THEREFORE, THE FOR ANY PURPOSE WHATSOEVER
---------------- - POP-OFF DRAIN LINE OR HIDDEN WATER LINE WITHOUT THE WRITTEN CONSENT
ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE OF THE ARCHITECTS. THERE
PIPING SFE TO EXISTING CONDITIONS S or W SOIL or WASTE BELOW GRADE(or FLOOR) SHALL BE NO CHANGES OR
r UNDERDECK PLANS FOR SIZE VELOCITY FOR COLD WATER PIPING LESS THAN 8 FT PER ScCONp -Gill- GW GREASE WASTE BELOW GRADE(or FLOOR) DRAWINGSS FROM THESE
OR ACCOMPANYING
CAMP(7)p) SEE ARCH17MURAL AND LOATI01! _VE[OCYTY FOR HOT WA)ER PIPING LESS THAN FT.PER sFCO,yp 5 17EMS RELATED TO PLUMBING UTILITIES AND/OR 07HER SERNCE(S);MATERIALS LABOR,PERMIT$FEES CWV SPECIFICATIONS WITHOUT THE
-' CWV COMBINATION WASTE AND VENT OWLS FOR ROOF ETC,SHALL BE VERIFIED W7H THE RESPEC77W SERVING UTILITY COMPANY PRIOR 70 SUBMISSION OF A WRITTEN CONSENT OF THE
CONSTRUCTION MAXIMUM 4W FOR HOT WA 0 PIPING SJALt BE i-LI BID. TH£ACT O•SUBMITTING A BID SHALL CONSTITUTE FULL RESPONSIBILITY OF THE CON7RACTOR TO _RD/OD- RD/OD ROOF&OWRFLfsW�DPAIN ABOVE&BELOW GRADE(or FLOOR) ARCHITECTS.
SLAP PLUMBING
CONTINUATION PLAN
INSULATION WHERE
SEE PLUMB/NC FLOOR PLAN -LINE'83161 SD SO STORM DRAIN
(�) APPLIES-SEE PIPE SADDLE INSTALL SERVICES)IN COMPLIANCE{NTH THE REQUIRfMLN15 9 THE SERVING UTILITY COMPANY AND
SPECInCA77ONS THE MECHANICAL ENGINEER. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES LEVIED BY S ar W SOIL or WASTE ABOVE GRADE(or FLOOR)
THE SERVING U17UTY COMPANY EXCEPTING THE FIRST BILLING DEPOSIT. -------- V PLUMBING LENT
Bm. 6. 7HE CONIRAC70R SHALL COMPLY{NTH ALL CONTRACT DOCUMENTS IN LAYING OUT 7H£IR WORK AND COND COND CONDENSATE DRAIN QPOVESSY
DETAILEMIPMENT. THEY SHALL COORGNA7E THE WY1RK OF THIS SECTION NTH THE WORK OF 07HER TRADES G G GAS LOW PRESSURE, M.
J
L fig&70PIPE TO PIPES 2•I.D.AND SMALLER. FIXTURE SCHEDULE AND ALL,ICU CONDITIONS MPG MPG GAS MEDIUM PRESSURE
2. REFER 1(1 PIPE SUPPORT SLYffDUL£FOR AODITQVAL INfORMATQA! N
7. IRE INSTALLATION OF ACCESS PANELS OR OTHER INDICATING EQUIPMENT OR SPECIALTES REWIRING LPG LPG LIQUID PROPANE GAS 33209* 9 J 2D9
CONNECTION SIZE; READING,ADLVS7MENT,INSPEC7I0N,REPAIRS REMOVAL OR REPLACEMENT SHALL BE CONV£NIENRY AS AS AUTOMATIC FIRE SPRINKLER rq 4fGlAN1CP� �Q
ROOF DRAIN 7 PIPE SUPPORT 3 SYMBOL SPECIFICATION LOCATED W7H REFERENCE TO 7H£FINISHED BUILDING RW RW RECLAIM WATER rn DF CALIF(
WASTE TRAP VENT CW HW 8. ALL EQUIPMENT AND FIXTURES INSTALLED UNDER IRIS CONTRACT SHALL BE HUNG M ANCHORED IN CA A COMPRESSED AIR
ACCORDANCE NTH 2O13 CPC/CBC CA---so AO COMPRESSED AIR M1LET
eHB d -Zum narrow wall hydrant model 2-1350-5 stainless OX OX OXYGEN
steel box,bronze body do inter or parts with vacuum breaker and - - - J/4' - 9. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS 70 CONSTRUCT 7HE PROECT IN ACCORDANCE OMER/DEVELOPER:
key operated control volve. N20 N20 NNRMS OXIDE
WTH TIRE 24, CALIFORNIA CODE OF REGULATONS MA MA MEDIAL AIR ARI C•4ANEY LLG
RD J.R.Smith/f083-C Roof Drain. Duco cost Iron body _ _ _ _ VAC VAC VACUUM FAIRVIAY f,OhM&WAL PARTNERS
wit no-hub fitting,combined flashing clamp,gravel stop and VAR/ES 10. M/fRE MATERIAL/S SHOWN ON THE ORAWNGS BUT NOT SPECIFIED,/T SHALL BE Of THE SAME TYPE 1601 N.SEPIILVEDA BLVD.
EXTERIOR CONCRETE WALL a adpstable"Flow Rate Control*assembly and dame. AND QUALITY AS EX/SBNG MAIi R/AL N2 N2 N/IRO(EN SUITE 401
OD J.R.Smith#1080-C Overflow Drain.Duco coat Iron 161 BV BALL VALVE MANHATTAN BEACH,CA 40266
FURRED WALL e body w no-hub'It"n�rnmbined flashing clamp,gravel J1. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL REM/RED HYDRAULIC ALMLA77CWS AND RRf 910.999.7102
WERE REQU/RED ody Flow Rate Control assembly and dome.2 water dam. SPRINKLER HEAD LOCATION IN ACCORDANCE WTH NFPA 1J 70 THE LOCAL FIRE DEPARTMENT FOR SOV SHUT OFF VALVE
( ) DRAIN COVER SEf
REVIEW AND APPROVAL O-7HE FIRE PR07EC77ON SYSTEM.
e, ARCHllEC1URAL CONC. TRAFFIC RAPED GRATE CIWC --F3 SOV or CC SHUT OFF VALVE OR CAS COCK ON RISER
RNISHROOR SUMP PUMP SCHEDULE
° ROO•DRAIN&OVERFLOW DRAIN J2. TEST SYS]EM(S)IN ACCORDANCE WRI REQUIREMENTS OF THE GOVERNING AU7HOR171£S *fI CV SWNC CHECK VALVE
+ PIPE REFERENCE PLUMBING PRV PRESSURE REDUCING VAL VIE
PLANS FOR SIZES&LOCATIONS 13 ALLREQ aEANOU737SHALLL BE INSTALL
SHAL�COORERE DINA'IEYALL IXEANLE AND
LOCAT E N S PER EQUIPMENT �+ Ph? PRESSURE-�ERATIRE RELIEF VALVE
a ;+;
e CABINET;ETC.AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 1>�D RP8FP REDUCED PRESSURE BACKnOW PRfVEN7ER
SPLASH BLOCK FINISH GRADE ORMFR.It MODE NO: LITTLE GIANT SP-13 -f•0 DN PIPE DONN
6' CONCRETE WALKWAY A E VA[VE T 4 CAPACITY` 59 GPM 0 5'ION 14, 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH -----40 UP PIPE UP
INTEGRAL ON/OFF ARE EXCAVATED AND/OR DAMAGED BY THEIR OPERA77OVS IN AODIRON, THE CON7RACTOR SMALL
ROD DRAIN PIPE F[oAr cOHsmucROv CAST IRON RESTORE 70 ORIGINAL CONDITION ALL PLANTED AREAS DAMAGED BY 7 H£lR OPERA BI ON 7F£DONOR
A REFERENCE PLUMBING PLANS 01 UP IEf UP
+c FOR SIZES&LOCATIONS 2•DRAIN MOIpP: 0 HP 15. ALL CONNECTIONS 70 EXISRNG SERVICES SHALL BE MADE SUCH THAT INIERRUPTON TIME WILL BE AS
SHORT AS POSSIBLE. THE CON7RACT(JR SHALL GIVE THE OWNERS REPRESENTA77W SUFFICIENT NOTICE 0- C- PIPE RISET&PIPE CROP(UP AND DOWN)
ELECTRCAL: 110 V-lI-6lklz-9 AMP
CONCRETE OF SUCH EPRE.SUPTIONS AND THE ACTUAL SHUT-OONM TIME SHALL BE AT A RM£D£SYGNAIED BY THE - fC0 FLOOR LYfANMT
REFERENCE CN7 PLANS DOERS REPRESEN7ARV£
SUMP BASIN Z��I NCO WALL CLEANM7
FOR COVRNUAROII HEIGHT 26 LBS
? 4 (SEE PLANS 16. ALL EXTERIOR WAlL7H SHUT Off VALVES BELOW GRQUND SHALL BE INSTALLED IN YARD BOXES NTH -III CO CLEANMT PLUG
S7RUClURAL CQVC. 51P SIg) COVERS CONSPICUQUSZY MARKED'WATER 5HU7--OFF"RESPECTIVELY. -- COTG YARD IXEANMT or CYEANMT 70 GRADE
f00RNG 17, WHEN REQUIRED BY TINE AUIHMl7Y HAVING VRISDICRON,POTABLE WATER SYSTEMS SHALL BE
-- � CAP ON END OF PIPE ' U
4 SOLU77ON AND HAW --+- HB HOSE 8/88 WIN VACUUM BREAKER Y W
e 4 BAC RIOLOGY AL EXAMINA TION MADE BY N APPROVED AGENCY PER 201J CPC SEC.609.9 AND AS -------0- MINA&TP WATER HAMMER ARRESTOR&TRAP PRIMER
PRESCRIBED IN AWWA C651.METHODS OF CLEANING/DISINFECTING FOR NEW OR REPAIR PIPING AS IaV CS CIRCUIT SETTER O
DESCRIBED IN C651 OR NFPA 24. GR GAS REGULATOR Q
A S1RUC7L,FOR SfE 7
SIZE AND LOCATION 16 PLUMBING PIPE,FITTINGS AND RXR/RfS USED 70 CONVEY OR DISPENSE WATER FOR HUMAN GC OAS GS GAS COCK(or GAS STDI
ROOF / OVERFLOW D RA I L 8 SUMP PUMP 4 CONSUMPTION MALL COMPLY NTH AB 1953
9--B --I-LINE'BJ050 19. ANY SUBSTI7URON MADE BY 1H£CONTRACTOR THAT IS DEFERENT FROM MIA7 IS SPECIFIED O ADC POINT OF CONNEC AGNV 7Hf
BEAM CLAMP DRAWNGS SHALL BE CLEARLY INDA7ED ON TIE SUBMITTAL AS 70 ALL THAT IS BEING SUBS7771,70. �- P.O.D. POINT OF DEMO[IRON
AP ACCESS PANEL V / W
20 ON DRAWNCSL V£S SHALL BE PROVTOED IN MAIN BRANCHES RUNS TO RISERS AND WHERE INDCATEO ABV ABOVE I I 1 �
8 BEL BELOW 7 g 4
GWTTBN"°"G J/< PIPE MATERIAL SCHEDULE AGA AMERICAN GAS ASSOCAPON L_
HB l e MACH.BOLT 1 - •B-321 CONN CONNECTION ( ^
T WALL 6168MOU IN AT CENTERLINE 1/2 a PRESSURE SHUT-OFF EADED CON7 CONTINUATION v
NOSE RECESSED
IN E'I£REWIRED
LfNCiFI SERVICE PIPE MATERIAL TYPE OF FITTINGS RATINGS VALVE (EJ EXISRNG
ANIXE BRACE Q`CHANNEL MATERIAL Psi•SAP (N) NEW
WALL RECESSED BOX 11P.GALV. �� AS REAI/IRED 8 WEIGHT �owTs
Op.LINE'��HO Cold Water Cost Bronze/ Ball ON DOW rn
S VENT Abv.Ground Copper L Tube Soldered Wrought Copper t25 Gate ADA AMERICAN DISABILITY ACT
(1 TELINE"BJ51L -UN£'B351L Check
STEEL S7EEL C-CLAMP 1/1•o THREADED if INVERT ELEVATION
£X7EMO4 WALL Cold Water
LENGTH AS REDD. Below Ground to Copper K Tube Brazed 125 ( ) lYP/CAL
NCO W/LOCKNUT HANGER ROO. Cost Bronze/
Ze/r Ball 7YP
5'Outside Building 9 WP Gate U.O.N. UNLESS OTHER N07ED ("V
COVER P[AIE CW MAIN.SEE PLANS VTR VENT THROUGH ROOF
INSTALL PER CPC(SEC 707.0 k 719.0) FOR SIZE&LOCA770V Waste,Soil a W/ INTH O
Roof Drains Schedule 40 ABS Solvent-Weld ABS N/A N/A FU PLUMBING RX7URE UNIT
WASTE BELOW GRADE SEC CONO SECONDARY CONDENSATE �.
SYPf WALK l�•A HANGER '0 HANGER p/gGpyAL BRACE 0&1
FlNISH ft00R ROD
COVER FLA IF FINISH£LOOK $-UN£BJ220 �-l1Nf BJ210 SEE�TATL - Waste,Soil k
10PE
CO OR C070 _ , ,ROD
1 ,RA7 12 ABOVEDQaRADE No-hub Cast Iron No-hub N/A N/A N/A ANCHORAGE AND BRACING NOTES
BALL VACV£ I -1 I I 1 COUPLING COUPLING SEESCHEEMLE PIPE
A�BOX I I = F0071NG 1. PPES DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER Rif SMA " G IVIES fOR
II .. _ NOTE: ALL E%POSED FUEL GAS PIPING SHALL BE PRIME AND PAINTED,COORDINATE COLOR WITH ARCHITECT. SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS, THE S S TtsuC
_ 111333STE -IRESTRAINT SYSTEM"FOR PIPES AND CONDUITS ONLY.
2X SLOPE - - -
PIPE(XAUM -♦ MAKE P.O.0 TO BUILDING SERNCf( II-I I QW'GROUND' J N�'I SHEET INDEX
5'O APPROX. CONNECTION TO STRUCTURE - STEEL
OUTSIDE Of BUILDING 1 071
vI '
X. . Sheet Number Sheet Title p t
Pat PLUMLONG LEGEND NOTES SCHEDULES& 4/S E
CLEAN OUT 9 COLD WATER MAIN 1 5 PLI PLUMBING FLOOR PLAN WILDING
PI,2 PLUMBING ROOF PUN BUILDING T^--
MnzIMuM spm P1.3 PLUMBlNC FLOOR fK.4N BUILDING V
PIPE SIZE BETWEEN SUPPURT WWGER R00 M.LENGTH LONGnIl01NP1 O ���LD TRANSVERSE O BOIT PI.4 PLUMBING ROl'M PLAN BUILDING U 3
IN INCHES HANGERS O.C. DIAMETER SRE FOR RODS FNGIE BRACE HANGERNfGLE ANaIE BRACE SIZC
IIORiI VERT. (STIFFNER)
P1.5 PLUMBING ROOF PLAN BU/LONG V COPPER TUBE Ll PIPE P1.6 PLUMBING ROaE PLAN BU/LONG U '
rlj2 x I-1/z x Ie 1/z 1-ljs.16 a
/j g Jj 6'-0' 10'-0• J/8 JY �o B0,_0•aG r x r x 18g° Iva 40-0•or J/B• p
1-1Ax,-,/2 x 18x,-r/z x 1B
1 rnN r-S s'-o• ro=o' J/8' Jr 1 x 1 x fe9w F/,'
yw o m'-o•as 9°0 4a'-o'o.a2 0 0 ro'-0' J/6 Jr /2 x 1-0 x r8 r x r x req° 2-f/z x z-1/z x/s CONCRETE WALL o
Date. 9/2/2015
g°0 80'O.OG ,h q°a 40 0'O.0
v Project. FAIRWAY
SCHEDULE 40 PVC 8 ABS DWV D D Pilo.
}&3 +'•-0' 10'-0" s/8•' 37• 1-1j2 r-1/z x9 r x 1 x feq° r r/2 x 1-I x 1B J��,.. Plan Dlekrtl7utbm
yo a 1-11, qo a 40'-0•as MILT•HDI MCp 'Q
1-r/z x 1-1/2 x ra r-r/2 x 1-r/z x f8 Q Plan Check w3 6-5-b
1 tnN 2 4'-0' lo'-o• J/a' JY y°a eo'-a'o.c. 1 x 1 x Jaya y�0 40'-0'as J/e IN ANCHOR.1%L•/
- -- - XJ'MIN.EEI@. a e� Revlslene II-25-16
CAST IRON HUBLESS(NO HUB) _
/z 02 x le /z x 10 x r -------
' fez OA /5=0' B' J7' �®x�,1-1_.as i x 1 x reya 9°0 4o1- 2'-D'oc8 J�• � o
J Bxw 6 JI
Q REFER TO SMACNA aNDam N SCIEDME BELOWPIPE CIAMP
O SVPPLIRr AERY JOINT SUPPORT SHALL BE WITHIN 18 INCRES OF XXNT ON BOTH SOES(SUPPORT ALSO REOURED AT EACH d C
HORIZONTAL MNT CONNECRad) V,
ALL PIPING 2-1/2"AND LARGER PER THE FOLLOWING SMACNA GUIDELINES�`I
•r/P 10=p' r0-0' /2 �l/1 x 2-f/1 x I5 z x z x lego z-i/1 x Y-r/2 x fe J�. IQ
e -o'ac m' ywea-o ac
S t0'-0• 10'4' 1/2• 25• 2-1 x 1-1/1 x rs 2 x 2 x 16ya 2-112 x 2-1/1 x r6 J�. MN Jr,EMS. a Sheet rn1e:
po e8d0•aG oa'-D•aa
4 10=0' W-01 5/e• J,. 2-1 1.t
2-r x fe 2 x 2 x 160 2-I x 2-t x rs r o
9w ee1-0 as 9.o40'-0•aa PLUMBING LEGEND
5 10=0' 10=0'I 5/B" J,• 2-,/?x2-, xr6 2x2,100 2-1/2x1-1 x16 . . NOTES SCHEDULES W e80'-0•aa ,go.10'_D•Ga
6 10'-0' 10'-0' S/8' J7' 2-1/2 x?-1 x 16 2 x 2 x 16ye 2-, x 2-.• x l6 , . & DETAILS
0
40=0'da 010'-0'aG
NDIE,S
0fR77CAL ANaE ONLY REWIRED NHEN ROD MAXNLIM LENGRF IS EXCEEDED. 215 W,Hodplrallty Lane,Suire w100 Sheet Number
San eem890.377 CA 92+a9 O2 BRACING MAY BE OMITTED NNERE TOP OF PIPE 15 12'OR LESS FROM BOTTOM OF HANGER SUPPORT C[WNECTED TO STRUCTURE Phone:909.890a100
Finas:0.dd@d]a P 0.1
S ALLOW FOR EXPANSOV FIERY J0-0' Emar: V9.89.370) steng.cam
PIPE SUPPORT SCHEDULE 6 CONNECTION TO STRUCTURE 2 DESIGN WEST ENGINEERING
_ _ MECHANICAL•ELECTRICAL•ENERGY CONSULTANTS 15-344
GENERAL NOTES
. 1. FOR LINE TYPES;SYMBOLS&ABBRENA DONS SEE LEGfFM r
< ON PO L
_ 2. FOR COINECDON TO STRUCDURE SEE DETA6--e :
J Far Profsu"ISEEDETAK( MAA Architects
- 31fi BUk equr,Idtriei
arLku,o�utrrn.ueo3
uo•at•T1n rni•eitaeu I
ALL IDEAS,DESIGNS AND
ARRANGEMENTS INDICATED ON
THESE DRAWINGS ARE THE
PROPERTY OF MAA ARCHITECTS
AND ARE INTENDED TO BE USED
r - - IN CONNECTION WITH THIS
SPECIFIC PROJECT ONLY AND
SHALL NOT OTHERWISE BE USED
B C D E F D Ft FOR ANY PURPOSE WHATSOEVER
WITHOUT THE WRITTEN CONSENT
Q OF THE NO CHANGES
THERE
SHALL BEE NO CHANGES OR
DEVIATIONS FROM THESE
DRAWINGS OR ACCOMPANYING
rrrE CONS CA WITHOUT THE
WR
A CHITITECTS CONSENT OF THE
\'J o
N. 3D-2017
OF rAk
A
`rl 'LfpfRANICP�- �P
OWNER/DEVELOPER:
4m �
ROU1E 8'RD&�OV FACE GF WALL& ARI CMAYlE1'LLC
DAYLIGWT®+6'A.F.G EXTEND 1'BEYOND FAIRWAY COMMERCIAL PARTNERS
2'WASTE RISER CAPPED FSEE DETALACE OF WA�TERMINATE SUM 40�1LVEDA BLVD.
FOR FU7URf USE. P0.1
MANHATT1 EEPLhI,GA 90266
�_,������ EN0.439."002
2'W
6 RD&00 ON FROM ROOF 4'WASTE RISER
FOR FUTURE USECAPPm
2'W 2'WASTE RSfR CAPPED
ll
3 I FOR IvTURf USE. _ i /. \ I _ ...................../:,1
ROUTE 6'RO&DO ON FACE OF WALL& --
DAYLIGHT 0+6'A.F.G.EXTEND 1'BEYOND 4'W - - -
FACE OF WALL&TERMINATE — — — — -
SEE DETAIL e
P0.1 J'WASTE RISER CAPPED 4'W
FOR FUTURE USE.
L1J LLl FOR CONNECDON TO STRUCTURE&RIPE SUPPORT
. SEE DETAILS 4,a 6&7 OV SHEET P0.1 1760 SO FT W
� Z
4'W FDJ
uu- �� ROUTE 2`STORM WATER UNE
q I I I 24 xV xJ6 DEEP BELOW GRAD&SEE OK DRAIWNGS
GY/NC.CATCH BA S/N FOR CONT.
CA RATED, -2'
CASTT RON IRON GRATE
W
ROUTE 6'RD&OU OV FACE OF WALL& _ Q (•��
DAYLIGHT 0+6'A.F.G EXTEND 1`BEYOND
O
FACE OF WALL&TERMINATE
SEE DETAIL P0.1 6'RD&DD ON FROM ROOF
2`CW RISER W/HB ON RISER - ROUTE T RD&6'OU DN FACE I'WALL&
. &APPROh£D 2'CW SO.V.IN - DACE OF WALL6&ATERIONA]E EXTEND 1'BEYOND +
I
CONCRETE YARDBOX I/ I SEE DETAIL B ..,_ _;n Q 1 M
,- SEE DETAIL __ - `>
` 2'(64 F.U.J 5 2%AOPf_
�... P0.1 8'RD&OU ON FROM R00`
,SEE aNL ORANTNGS FOR CONT. CO FC 1
2'CW CAPPED W 4'(FOB F.U.) -SEE pNL ORANWGS FOR CONT. �
BALL VALVE FOR LE.-6'6' =�4:`C07G - j
FUTURE USE 6 SEE ONL DRAWINGS FOR CONT. A
H16 FARE SPRNXLER
�RrSfR LOCADQV BUILDING T 4'WASTE RISER CAPPED FOR t
FUTURE UT ON SECOND FLOOR � ya €g�
I i - WA57E LN FACE OF
Au CLEAN OUT ON RISER LL
W/
Project: FAIRYAY
Plan DTetrbAlon:
- Q..Plm Check i3 6-3 16
?Al
C D E F O H 0 ReyI6lae 1143-16
Sheet Tltle:
PLUMBING
FLOOR PLAN
BUILDING T
- 275 W.Hospliiy lane.Suite#100 Sheet Number:
San Bernardino fal.CA 92408
r I C PFehso 90.L89.3]00
90..03]]0
a ngro
P1.1
DESIGN WEST FLOOR PLAN BUILDING T SCALE:1/8"=T_O, CA MECHANICAL T5-J44
ROUTE 8"RD&8"00 ON FACE OF WAIL&OAKIGHT 0 1,41=4
SEE OWL DRAWNGS FOR COWL ROUTE 8"RD&OD ON FACE GF WAIL&... H
�... 6`A.F.O EXTEND 1'BEKX40 FACE�"WALL IFRMNJATE DAKIGHT®+6`A.f.O EXTEND i'
1 2 8 4 DETAIL e 6 $ 7 BEYOND FACE F WALL&IE"RMINATF B 6 "
P0.1 SEE DETAIL e QB
_ 4'COTD e'RD&OD av F>rau RaoF M A A A r C h it 2 C t s
4'(216 EUJ 4`WASTE DN FAO OF
GENERAL NOTES
6' WALL W/OYEAN OUT AV P118 tat A�oa,8d UE60
ROUTE 2'STORM WATER BELOW RISER I I. FOR UNE TYPE$SYMBOLS&ABBREMA DONS SEE LECbJO CuIUU,OallAra.OSOt1
GRAD&SEE CYNL DRAWNCS FOR tilt•NI•im tip•/ft•tUf
CGVL ON P0.1.
I 4`WASTE RISER CAPPED AR ALL IDEAS,DESIGNS AND
og FOR FUTURE UST ON .. 2 FOR CONNECTION
lO STRUCTURE SEE DETAIL 1 - THESAN
EGDRAWNiNGSNA E THE
DICATED GN
JJt Z, SEED fZ� P0.1 PROPERTY OF MAA ARCHITECTS
2 AND ARE INTENDED TO BE USED
3 FOR PIPE SUPPORT SEE DETAIL® IN CONNECTION WITH THIS
r I DETAIL®
SPECIFIC PROJECT ONLY AND
lJl SHALL NOT OTHERWISE BE USED
NY FOR A PURPOSE WHATSOEVER
WITHOUT THE WROTEN CONSENT
OF THE ARCHITECTS. THERE
SHALL BE NO CHANGES OR
DEEP - DEVIATIONS FROM THESE
24 X24 436'
1856 SO.FT. _ _ DRAWINGS OR ACCOMPANYING
COY✓C.CATCH BASH
SPECIFICATIONS WIT THE
W/TRAFFIC RATED ARRCHITECTS. OF THE
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