HomeMy WebLinkAboutRevised Plmbg SBCC CarmelFUMING
FIXTURE SCHEDULE
FAUCET / VALVE
DRAIN
DOMESTIC
DOMESTIC
SANITARY
SANITARY
MARK
FIXTURE
MANUFACTURER
MODEL No.
TYPE
MATERIAL
STYLE
COLOR
SUPPLY STOPS
CW
HW
WASTE
VENT
REMARKS
MANUFACTURER
MODEL
SPOUT
HANDLES
CENTERS
TYPE FR ODEL
TRAP SIZE
P-1
WATER CLOSET ADA
KOHLER
K3578
TANK
V.C.
ELONGATED
WHITE
---
---
---
---
---
---
---
---
1/2'
---
3'
2'
KOHLER K-4670-C-0 ELONGATED SEAT
P-2
LAVATORY
KOHLER
K-2005
21x14
V.C.
WALL HUNG
WHITE
CHICAGO
110-GNZ-
Ai---
---
---
BRASS40pACFi
1743
1-1/2
3/8'
3/8'
2'
1-1/2'
WITH/MIX-1 VALVE. W TH LAMINAR FLOW SPRAY HEAD
317A8
ZURN 28CAST
P-5
UTILITY SINK
E. T.R
___
___
___
---
___
___
___
___
___
___
___
___
1-1/2
3/8'
3/84
2"
1-1/24
E. i.R
P_4
3-COMP
E. T.R
---
___
- _
___
___
___
___
___
___
___
___
___
___
3/4"
3/4'
3•
2•
-
SINK
Si
SINGLE
BRASS CRAFT
CAST/JB
S.S. DOME STRAINER / LINT BASKET, ZURN Z1996-24 OUTLET, S.S.
P-3
HAND SINK
JUST
BOWL
STAINLESS STEEL
3-HOLE
---
ZURN
Z87103
---
---
9"
C5400 AC
PRODUCTS 15050
3"
1/2-
1/24
3-
1-1/2"
BUMPER GUARD. HOSE AND HOSE BRACKET, MOP HANGERS, S.S.
4_GR
WALL GUARDS
P-6
G.I.
GREASE
INTERCEPTOR
PRECAST
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___
CONSTRUCTION AND INSTALLATION OF G.I. PER LOCAL GOVERNING AUTHORITY.
SCHIER
---
(75 GALLON)
CONCRETE
---
---
---
---
SEE DETAIL B/PO02
P-7
I�BOXK ER
OATEY
39140
RECESSED
STEEL
1/2`
--
--
WITH 1/4 TURN BRASS BALL VALVE AND WATER HAMMER ARRESTOR
FLOOR
830-AA
S.S. DOME STRAINER / LINT BASKET, ZURN Z1996-24 OUTLET, S.S.
P-8
MOP SINK
FIAT
MSB-2424
---
RESIN
MOUNTED
---
FIAT
---
---
8'
---
---
3'
1/2'
1/2'
3'
1-1/2-
BUMPER GUARD, HOSE AND HOSE BRACKET, MOP HANGERS, S.S.
WALL GUARDS
NOTE.
1. INSTALL ADA PLUMBING FIXTURES PER ANSI 117.1 GUIDELINES.
2. PROVIDE WITH PROSET SYSTEMS -TRAP GUARD". COORDINATE WITH PROSET SYSTEMS FOR PART NUMBERS AND INSTALLATION. TEL. f1-800-262-5355.
3. TRAPS, SUPPLIES, ETC TO BE CHROME.
4. PROVIDE ADA OFFSET GRID STRAINER AND PADDED SUPPLIES AND DRAIN.
5. VERIFY LOCATION OF FLOOR DRAIN AND SIZE REQUIRED.
6. SANITARY WASTE LINE SIZE AS INDICATED ON PLANS.
7. PROVIDE 0.5 AERATOR ON FAUCET.
B. PROVIDE WITH 16 GAUGE STAINLESS STEEL SHROUD, BUILT TO
ENCLOSE REAR
OPENING OF P-1
WATER CLOSET, INSTALL 2x4 BACKING, FASTEN
TO WALL
WITH 6-/8 S.S. VANDAL PROOF SCREWS, COVER TO ENCOMPASS TOP AND SIDE OF W.C.
9. PIPE OFD INTO RD RISER PER INDIANA PLUMBING CODE.
DRAIN SCHEDULE
MARK
TYPE
SIZE
MANUFACTURER
MODEL No.
TOP
REMARKS
FLOOR
R.B.
4- DEEP SEAL 'P' TRAP, SEE NOTES
FD-1
DRAIN
2"
ZURN
415
BELOW
FD-1
FLOOR
3'
SMITH
4270
DUCTILE
DRAIN
FCO-1
FLOOR
4•
SMITH
4020
NICKLE
CLEANOUT
BRONZE
GCO-1
IRA
4"-6'
SMITH
4263
N
COUNTER SUNK PLUG
CLEANOUT
IR
NOTE:
1. PROVIDE WITH PROSET SYSTEMS "TRAP GUARD'. COORDINATE WITH PROSET SYSTEMS FOR PART NUMBERS
AND INSTALLATION. TEL 61-800-262-5355. FOR ALL FLOOR DRAINS AS ALLOWED PER CODE.
2. VERIFY LOCATION OF FLOOR DRAIN AND SIZE REQUIRED.
SPECIFICATION AND SUBMITTAL
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Subject to compliance with all regulations ' I��
of State and Local Codes 7F TO SALE
City of Camel
�VT�1J'�B*NAWML
DATE: \ 09/13/19
GREASE INTERCEPTOR
1. CALCULATE VOLUME OF SINK: 17•X175(12•X3(COMPARTMENTS)
+12"X72"X7-1/2"
+12"X72"Xl6"
= 1J,788 CUIN.
2.
CALCUTATf GALLONS
13,786 CU.IN.
231 CUIN/G41.
= 59.7 GAL.
J.
CALCULATE DMINAGE L040:
59.7 GAL. X 0.75
= 44.7 CAL.
4.
CALCULATE FLOW.'
44.7 GAL./1 Al
= 44.7 GPM
5.
MINIMUM POI SIZE..
50
6.
POI SIZE SELECTED..-
75
7.
UNIT SELEC7E0 IS A 75GPM
GREASE CaiRili
SPECIFICATIONS
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PLUMBING: EQUIPMENT SCHEDULE
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PIPING
8 SYMBOLS LEGEND
A45TE PIPING (5GHD 40 PVC)
5TORM PIPING (5CHD 40 PVC)
- - - -
- - - - -
VENT PIPING (SGHD 40 PVG)
- -
- - -
OOME5TI6 ON PIPING (COPPER)
DOMESTIC HA PIPING (COPPER)
DOMESTIC HNR PIPING (COPPER)
-6-6-6-
6A5 PIPING (BLACK 5TEEL)
-F
F F-
FIRE (5PRINKLER) PIPING
V
PIPE UP
PIPE DOM
I�I
SHUT OFF VALVE
�
1 V I
BALL VALVE
N
CHECK VALVE
FLOOR DRAIN
3-NAY VALVE (MIXING VALVE)
H05E BIBB
®
BACK FLON PREVENTER
UNION DET38
HEAVY OIM CLEANOIUT,
.LAY R 5MITH N 4263
1/20 GRADE OR PAVEMENT
£RAPE �-GFE
11, IIIIII-I�IIII-III!III III�II-IIIII-IIIII=
.I-12'. 2'
MIN. MIN. GOi ANLHOR
Na
COMBINATION NTE
AND I/B BEND
A
v
STORM OR
SANITARY 5F1^ER
EXTERIOR GLEANOUT
NOT TO SGA_f - mm
DRAUJING INDEX
DRAWING
No.
DRAWING TITLE
Pool
PLUMBING SCHEDULES/OIAGRAMS
DP101
PLUMBING DEMOUTION PLAN
P101
WASTE PLAN
P201
PIPING PLAN
P301
WASTE ISOMETRIC
P401
PLUMBING SPECIFICATIONS
DBE
DESIGAMIRE ENGINEERING, INC
2707 Rand Road Indianapolis, In 46241
voice'. 3174649090 fax 317464-9393
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FLOOR PLAN - DEMO
SCALE: i I'-0'
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City OF Camel
�VT�'�B*�41WML_
DATE: \ 09/13/19
®PLAN NOTES:
I. DEMO ALL EXI5TIN5 TOILETS AND SINKS IN BATHROOM.
REMOVE GIN, HNL K45TE, AND VENT FOR WALL
DEMOLITION.
2. DEMO EXI5TIN6 EXPOSED KA5TE PIPING ON WALL
BELOW SINKS IN THI5 AREA.
3. DEMO EXISTING WATER HEATER REMOVE EXISTING
PIPING OONhil TO N ATER HEATER.
DESIGN-A/RE ENGINEERING, INC
2707 Rand Road Indianapolis, In 46241
voice'. 317464 9090 fax 317464-9393
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FLOOR PLAN - WASTE
BCALE: It I'-0'
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City d Camel
�VT�4J'�B*�41WML_
DATE: \ 09/13/19
® PLAN NOTES:
I. IN5TALL GREASE INTERCEPTOR. INTERCEPTOR SHALL
13E 15 GALLON MINIMUM PER CARMEL STANDARDS.
2. ROUTE 3 COMPARTMENT 51W WA5TE TO GREASE
INTERCEPTOR 3" WA5TE PIPING.
3. CONNECT WA5TE TO EX15TINC WA5TE. A5 REQUIRED.
4. EXISTING SINK TO REMAIN, CONNECT NEW WA5TE TO
GREASE LINE A5 514OWN.
5. PIPE LOCATED IN EXI5TIN5 TRENCHES.
6. IN5TALL A 2" AIR GAP ON 3-COMPARTMENT 51W
D156HARGE AND ON THE TWO 51NK5 INTO THE FLOOR
DRAIN.
1. 2" VENT UP TO CEILING CONNECT TO N=ARE5T VENT
MAIN.
DESIGN-A/RE ENGINEERING, INC
2707 Rand Road Indianapolis, In 46241
voice'. 317464 9090 fax 317464-9393
Www.daengineering.com
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FLOOR PLAN - PIPING
50 E: It 1'-0"
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
City of Camel
DATE: 09/13/19
® PLAN NOTES:
1. GONNEGT GOLD AND HOT hATER PIPING INTO EXISTING
INLET PIPES.
2.REGONNEGT SINKS TO NEN KATER LINES AS
NEGE55ARY.
3.NENY2" GN AND Hh TO DOWN TO MOP SINK.
DESIGN-A/RE ENGINEERING, INC
2707 Rand Road Indianapolis, In 46241
voice'. 317464 9090 fax 317464-9393
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City OF Camel
DATE: 09/13/19
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5 ALE: It 1'-0"
® PLAN NOTES:
I. GONNEGT TO EXISTING 4'' VENT A5 REGUIRED.
DESIGN-A/RE ENGINEERING, INC
2707 Rand Road Indianapolis, In 46241
voice'. 317464 9090 fax 317464-9393
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SPEG IF I GAT IONS
GENERAL NOTES
LOO - GENERAL
IDI DESCRIPTION OF WORK
Furnish all labor, m oeriate, equipment and services required fan and/or real ooddly Incidental by the completion of the follohi g Work.
A. 5ahltay wrote ad vent ppmg system Including connections to Wilding sewer as shown.
B. Domestic hot ad cold water systems Including water heater, ad related accessories ad controls. connection to Wilding water m
dawn.
C. Painting total than mw accessorles Including Installatlm ad support.
D Flanhing ad sending of roof anl exterior wall penetrations for water 1:1 jhtnue s.
E. Calking bad sealing of Fiaor and wall ceretratlms and formal shaft perefratwn.
F. Backing fan securing fixtures, Yh mtl lepal
6. Access doors Mere shown an required by code.
H. Hangers, supports, ad guides.
I. Cleanup of besides and final cleanup of train, fixtures and ectio"t.
J. Record trwRngs and operating manuals.
K. License, permlFs and associated fees.
L. Cutting, c llllrg and patching For all surfaces In retortion te plumbing work
M. Condensate trains from hi equipment, ad gas pp"
IO2 RELATED WORK INCLUDED UNDER OTHER SECTIONS
A. III and Electrical rbrk 5500 ad li 0
B. Pre Protection Work 15300O If cpplicaoll
ID3 EXAMINATION OF 511E
A. Visit site before sATntttng InId ad deck location of all existing cadttlons
Ankh will affect this work verify dfronsum and locations shown an traepgs ad
cover all costs. Contractor doll assume remontlxle valatims or minor emissions
and call corrylte war without additional cost. Fall" to visit site
Hill mat lessen m5yo s� Iblllty or eM¢le additional compereatbn for wait rot
followed In proposal.
B. Visit site of the work. conpae It with the davIngs ad Ificatiae as to the con tttkms under HI work Is W be performed,
ascension and check all conditions end elevatlios ad take all reaxenents Mich may affect the work No allowance shall
subsequently to made far any extra expense or claims does W fall" an neglect under this requirement to Who such explanation,
Including examination of restricted working conditions or such otter dIFFIwlties visually observed curl site visit. Contractor Is
responsible For becoming raryletely Familiar AN the architeckunal alkian ad d structural condIlmltetlple which will exist In the Wilding
and to provide all labor, tools and materals required to produce a completely concealed Iretallatlm as IMlcated an the plans,
speclHcatlors, chat required by the code.
ID4 PPAIIN65
The accompanying ardwi shall to considered pant of three spacEkatbrs. Work and materials dawn an the drdeexy ad not mentbnad
A the specif oatbrs and vice shared shall to executed a If specs lcaly mentioned or shown In bop. The bew uge shall to considered a,
schenatk In nacre and minor modifkatlm5 of the work to comply NO thou structure as Found anal be made.
ID5 RULES AND REGLLATIO N5
A. All work ad material doll to In full accordance HIM the latest rules ad reg.;latlors a the State Fine Marshal ad other applicable
State ad local rules and regulations,. Nothfg A these traAIngs or spxRlcatbre dell be construed W permit Hal Net cantonal te
thew codes.
B. Formad "Mout ay extra change a-"1 additional material ad labor Nan required No comply AM Iheas Ideas, ordinances and codes
regardless of HheNar shown or mentioned m these specifications of drowimy.
L. All work ad material shall be In accadmce HIM the cordial hbauElect. DesignCriteria. All contractors shall obtain a From
the Lndlord's Tenant Coordinator or Mall C plane manger ad become familiar HIthe requirements contakeed Hill
prior to bkdfg the Job. Where Landlord's requirements cal with Codes an Ordinances the still Interpretation doll apply.
I445 SUBMITTALS
A. Sol For review te tin Omer a complete and all -Include Mkt of equpment and materials pprropowal fan use (b copes), accompanied
ttyy mmufakuren's data sheets. Data shall bo forwardedIn a single package written IS day aFEen oval of contract. Submit six
back ine names ad one reprodwble dap draairig sheeny proposed plodding INWIII Inende dozes, locations plc other required
Information to coordinate onstollaam with other trades.
B. Wthin 5 day offer award of contract, submit 6 copies of a ester stating any materials bat contractor Athos to suntihte, to the
Owner fan approval. Include such Mamal a rnmuFabral novel, hype a material, certified ratings, overall cppemmce, ad
necessary ffanmatian to explain function ad operation a materal. All proposed substitutions slaty as equal In quality, design, unity and
appearance to material, equipment an method specified.
MDT AS -BUILT DRAWINGS
A set of plul pone will be formal to the Contractor an Ankh W call Indicate the Mtallatim 'asybullt' as the war progresses.
Upon can eetbn of the work, a set an reproducble craaongs shall be dkanad from the Crown at cost, act all changes as rated an the
record set of prints dell W Incorporated thereon. This set of reproducible, along HIM ore set of blueprints, shall be delivered W the
OAner upon caryletlm ad before fonal acceptance of the project.
ID8 MARANFEE
The Contactor Gall leave thou entire retaliation A aomphate working order free from ant defective material, Horem rehip or finish. He
shall 9xi mtee te repar or replace, NOW: chage, defects vie to faulty workmmshp an material fan a pmlod
OF one year from tie date of Filing of the Notice of Completion.
UYT OPERATION MANIAL5 AND WEER INSIWGTIO6
A. Previous complete operation ad m eteml manuals caverng all Pmrbng system ad squlprono. that have been Installed. Mee (3)
copies of the manual shall be bard In hardback birders.
B. Provide Yntrvctims te owner as to operation of all equpnant. Instruction period to commerce fan min" of (2) Wars and doll We
scan end at owner's convenience.
1.10 CUITIN6 AND PATCHING
A. The contractor Gall do all putting drlllrg ad patching Ankh may W required Far the installation of the Karl miler this Section of the
Specifications.
B. Patching dell W of the sore wanmwohP, material, ad Finish ad shall match accurately all surrounding construction In a manner
satsfac" te the Omor. No cutting of the structure doll We permitted ARI written approval of the Omer.
2.00 - MATERIALS
2.01 PIPING
Mal trap ad vent piping materbhs wall comply HIM the local authority having Juriedktbn.
All scnitay system mcdca is wall be listed dy an approved IatIng ahgenr°J.
A. Interior underground Sanitary ad rhsts ARM! 5CEDULE 4OPWVPVL
B. Interior Suspended Sanitary and Vent RoMI 50-EOLE 40PWJ,PVG
L. Interior Domestic Was, Piping:
3- and Smaller - Type L hand tenperec copper Nth wader anal fittings. CIS-5 to ad atmay solder Jointing (lead-free). Mae Type K
fan underground pprg. Hot water piping dell be Insulated NO 12' thick Arnstrong Animates an approved equal, and sections butted
Firmly together, PEX and 5-40 cpvc acceptable.
D. Outlaw Appeal fend Damsel rioter Piping:
5- ad Smaler - Tyhppee L had tempered copper HIM wnd wider efittings. 9S5 th and andiel solder Jointing Uc-free). enPiping
all be
mulated with 1-12' thkk Armstrong AmaFlex or approved equal, ad sections butted firmly together.
E. Corhdensate Drain P(I
C.oWer water hbe ASTIH BBB, Type 'M', solder "IN 9S5 solden, lend -Free tyaen. Cordereata coon piping shall bon neuiate/ with 12'
thick Attetray Anndlox, ad eacGas bated firmly together.
F. Gas Pining: 6alvmlzed steel, 5ch 40 and fittings fan ortzEeI Back steel, Son 40 and fittings Fan ndoor drove grand. Lye
approved Polyethylene, yellow piping FPE) Fan all outdoor underground piping Kith 14 gage tracer Are.
2D2 PIPE FLAShI%S
4 bs. lead NO centerflahRg ring by Glen, 51eheman Bgfinerng or approved equal.
2D3 VALVES
A. Gate Valves, Red a All 204 or equal, 3' ad smaller.
B. Check Vales, Red a Hh1he 25D or equal, 3' and smaller.
204 FILIMEIN6 FIXURE5 AND TRIM:
Funding futures Ed be funnlaed and Installed ceder his contract. See plumbing fixture, schedule.
2.05 PIPE FVJ45f C5 AND 5"ORT5
A. Supershvt, &Wall, an approved equal.
B. Insi allatlm per manufacturer's reramendatkms.
L. Pipe ha yens shall have nomrotallk Felt an elastmmrk Inner an wrap applbd Ed the pipe for electrolytic protection Mere hanger'
ad supports as used te support copper adding an pipe. The hour or map shall We designed te alloot expar lm our contraction a the
piping.
RELEASED FOR CONSTRUCTION
regulations Sub ect to cum liance with all g Hough concrete ad mmary halls. Annular spaces between sleeves and pipes shall me filled or
1 pIan spaces between sleeves ad pipes n fireresatmcerated assardies shall be halal an tightly
of State and Local Codes g code.
City of Camel
�VT�VtB,w�MOMK
DATE: 09/13/19
2D1 TEMPERATURE AND PREMIRE RELIEF VALVE
Tarrperatua a pressure hall vale droll discharge full IIne size te an approval waste receptor through an air gain as Adopted
an plane an 6" nmhhr-m.
2D5 SCALD WARD PROTECTION
Provide and InsEnll lavatory scald protection fan waste piping ad hot water piping.
2441 DOFESTIC PINK INL5IATION
A. Provide and Install 'Insulation protection all fan piping NO Foam an Flberglau Insulation.
B. Ina late all WE; water of lag and Indoor above gourd scam train with I" Mick Fb Ica s insulation.
L. Insulate all Wrizontal waste piping (Fong) with I-12" thick Fiberglass Insulation.
D. deviate all domestic water pplrg outside the al an an roof.
2.10 LLEANpIT
A. Accessible clenot shall be provided at the L'Tms of each Kmte stack and ramvater leachers. Additional cleanest shall to
Up'wlded A a drainage Ilse for each hamontal change of direction exceeding 05 degrees. Llemovt must be provided an a
horizontal drop line exceeding Sint or more In length serving sinks or urnale M approved type of 2-Al clears fitting shall be
installed at9lde of a Wilding at due IOWN Waal a a building drain and extended to grade.
2.11 WRIER FEATTR
A. Provide mdlore and straps W resist horizontal displacement drs te earth all motion.
B. Strapping shall to located upper 19 and lower I! of Its venial dimensions Strops shall be a minimum 2"Ab gage properly
secured W wall studs. Elevate Hater heater a least 4" minimum drove the finished floor KIM an approved base. Provide a 22
gage water tight drain pm, corrosion resistant, at the bottom a the Hato heater. Prom pan shall have a 3/4" drain line to be
discharged Into an approved receptor W means of an air gap. A properly sized thermal expansion tank shall be provided at
Me Hater heater. Fiat water supply fa the Iwatorias ad had soles shall rot exceed 110-F temperature.
2.12 TRENCHINS
A. All trenches deeper than the foctnq of any building or structure ad paralleling the
sane shall be at least 45 degrees t6eirstrom.
3.00 - I145TALLATION AND EXECUTION
5.01 GENERAL
A. Support L.I. soil piping at 5 Feet an center Imlaimm anal each Joint and/or I'ltthq. Support 1/2. ad 3/4' pPaul at 6 feet an
center maxima. Sgpant I- to -1/2' pplrg at 8 feet an centers. Support T and Mal ppag at 10 feet m center manmm.
Steel piping 4' ad Imger"We supported at 12 Feet an canter Woman except Pan vkkallc Fltted piplrg Al shall to
supported a 10 feet an center m odinm.
3.02 SPECIAL REGAREMENTS RESPONSIBILITIES AND TE5TIN5
A. Install piping generally level, free of trade end unnecessary bends, to conform NO bulldMg requirements. Pipe to be free a
defects, ad Rsialled to ovad day possible poll action by Isolating assonllor metals.
B. Test and record mallmle domestic Hater pressure In static and dynamic condltlons For dynaroc testing record pressure and
Flom rate in callers per mince. Transmit this Informal to tie engineer before proceeding with tie work.
G. Provide all tests specRad hereinafter and as alloy lse required. Provide all test equipment, Including test pumps, gages,
Instruments ad other equpment required. Pressure gauges used shall be graduated In Increments rot greater than 5 pounds
per square Inch.. No plawxng an craonage system an pant thereof shall be covered, concealed, an put Into use unless It has been
specified. Conduct all tests in the presence of the Owner's representative, ad obtain the necessary Jurisdlacdonal cottony
nespectlme.
D. Pppl a Hatay test Ed the Nate ad vent o9womes whethar In its entire an In sections; If lied to the entire tam t1 Iy
cl� all openings In the piping except the highest opening, and fill IFa system Hold Noter to the point of overflow. If the s5p.
15 tested in eectkrs, tightly plug each opening except for the highest coming of the section under test, aol fill each section HIM
Al out East AM M less than a IO' heW of Natar. In testing successlve whoneu, test at least vie upper 0' of the past
preceding section so that no Joint or pipe In the building (except the uppermost 10' of the 5ystam) wall have Epson evoi ltted to
a test of less than a 10' head of water. Keep water In the system or In the portion under test fan at least 24 hours before
Inspectlm storks, AM via system tight at oil panels.
E. Domestic Hater system Gall be testae and proved tight under a pressure a WE less than 120 P51. Piping most stud the tort
far a period of 24 hags without sakng.
F. Chlorination of thou camel cold and WE water piping systems In maomal with standard testing procedures and pool math
department requirements. Testing by a Firm such as Bement -Haire or equal. 5kmit certifkate of satisfactory best results.
6. ion completion of testing, certify to the Architect, In wrttng that vie specified teas have been performed and Nat the
Installation co nplbs NO the specified! requirements.
H. 6a piping system Gall be tested HIM 10 P516 air Far eight haws.
3.03 PIPING INSTALLATION
A. Make changes In size of pipe with redwing Ilttlrgs; East" wnl rot We permitted except fan Well Gaped copper coatings.
B. Install dielectric meatlrhg Imam on water pill between copper piping ad ferrowe piping or equipment - Food, an equal.
C. Install exposed polished chmorro corractians from fixtures or equipment KIM sine dal cane. ShoN no, tool marks an threads at
fittings.
D. Cap openings In piping drag construction.
E Provide 8595 red Wass pipe II in connection te fawets, Flush valves, Mee all an smear Items requrlrg All pPng. Extend
bass pipe from Flxtro do point Were piping cm be seaway lowered Ed Wilding castuctim. All apposed piping ad stop
valves In cornectim to fbares shall de chrome plated Wass.
F. Install umbra local Ed vales and where necessary to Facilitate daoness ly of p(ping.
G. EscutcMors, local
pipes passing thou s, walls or cellNhgs wIN
ewulchems. Mmfloc
ufact re special sizes of e5w from steel ad airline coat score. Cut In moral rectangular or square
space to provide a clean appearance acceptable te the Architect.
H. Support piping Independently of equipment to Mlcto It Is connected.
I. Make copper sander Joints AM 45/5 solder, an allies; them surfaces oo be pined free of on, game, lust an oxides chat apply
Flux Ed such Joint before making assembly.
J. Rough-ln and make final connections te an power equpmeM fvnified under other Divisions, requiring planking comectbre.
3,04 5155TITITIONS
A. One an more makes a materials and methods may have been specified to establish the standard of quality, worse ashp, Finish
ad design required, but chair materials or methods equal or fetter m gsalHIWy HorkmaehP, finish, desigaamte n d gued
performance, may to submitted Far review and approvaasl sdatom. Aitutill xbdVictims, am sul to revise ad approval by
Architect, 6gImer, ad Owner.
B. sbstibutias shall be requestel A a Around Farm ad atoll be occornabi d NO a skyald statenront that proposed substitution Is
equal, an better than speuNed. Additional docunenlntbn Ed sWsfallatel proposed substitution may be required by Owner,
Architect, and Engineer. Contactor shall submit an created.
C. centracor wall accmrymy request far suletlotbn letter with a completed 051 SAatlwtlm Farm prude the comparison for
folloAng:
I. Performance Data
2. Dimensions
3. Costs and Delivery ScheWle
4. Latest and Approved
D. A w-Ithen signed statement from tin General Gonfrcwt r wall accompany sdatlWtbn request farm cowing that:
I. Dmencians has been verified Huth project conditions and hm coordinated with other trades. Substitution does WE affect
di mslom 5hoHn an drawl
2. No Mail pay ad braten the costs fan dhages to the project Including reatesgr, reengiremlrg and review of shbaHfpolom.
Only one "I eerircj mAj bane Is allowed fan each product substitthm. Contractor Gall be responsible For additional
rev'eN taro and shall pay Architect and Emyinaerl limo at ther professional rate s mplue.
3. No We confirmed thin. thou proposed suestifti will have w adverse affect an other trades, thou oantructbn schedle,
an specified Nasty requirements.
4. He has cortirmest that maintenance ad service pats Hill be locally ovalladis fan the proposed substitution.
E. Cost savings resulting from substitution shall be returned to the commot or the Over if then substitution 6 permitted.
F. No war Mroing material submitted for substitution shall proceed until written acceptance Is received from the Ore,. The
Owe- Is the final Judge a accetabb ty a preferred wbstlmtims.
EFZ5 COORDINATION
A. Coordinate Hal with otter trades to avoid oor lit ad te provide correct rough -In and com sctm For equipment Furnished
under other trades that mature plumbing corrections. Inform contractors a other trades a the required access W ad
ches mces around equipment to maintain service ain lmy ad code compliance.
B. Verify equipment dimensions ad requirements with provisions specified order this Section. Check poll Job conditions defore
Encrusting Hon. Report necessary Chagas In time to prevent needless work Changes or additWo: subject W addltaral
caryar,atlan, Mich one made without written a;thorizatan ad an agreed price, shall be at the Contractor's risk end expense.
3D5 MARKING AND IDENTIFICATION
A. All consists; cold water, hot Harker, sanitary sewer, sanitary vent, condensate trap, and Natural gas ppag sMll have
vabble permanent Idrels at every 20 feet, the direction of normal flow shall be clearly shorm, at least once per room, and
shall We viable tram the floor level. The minimum size of the own letters shan table b-1 Inside. Valves shall to labeled won stenclled or
stamped metal Edge bearing the name of the system they cci
TABLE 6-1
PIPE SIZE (INcNES) 51ZE oP LETTER (INLHffS)
)5-IY4 )5
IYz-2 944
2)5-b I
8-10 2)5
I I'LlIthl CONTRACT DRAWINGS ARE IN PART DIAGRAMMATIC, COVERING THE SCOPE OF WORK AND
6EtiERAL ARRAI6EMENIT OF THE EQUIPMENT, PI%N6, ETC, AND THE APPROXIMATE SIZE OF EUIPMENT AND MATERIALS. THE
CONTRACTOR 5HALL FOLLOW TffSE DRA1IkG5 IN LAYING OUT THE FLU 131146 WORK. P-LMBIN6 CONTRACTOR 51-16ALL CON LT
519NERAL, SPRINKLER, HEATIN6AENTILATIN6/AIR CONDITIONING CONTRACT AND ELECTRICAL DRAWINY TO FAMILIARIZE HIMSELF
WITIy THAT WORK AND TO VERIFY THE SPACES IN MIG1 THE PLUMBING WORK WILL BE INSTALLED.
2 BECAUSE OF THE NATURE AND SCALE W THE DRAWINGS, CERTAIN BASIL PLUMBING ITEMS SUCH AS UNIONS, FITTIN65, ELWAS
ETC., MAY NOT BE Shanty. raERE SILH ITEMS ARE REQUIRED BY OTHER SECTON5 OF Tiff SffLIFIGATONS, OR WHERE THEY ARE
REOVIRED BY THE NATURE OF THE WORK OR BY CODES AND RE6I.LATIONS, TVEY 5FIALL BE FURNISHED AND INSTALLED AT NO
ADDITIONAL COST TO TE OWMER. THE DRAWINGS INDICATE 600RA -LOCATIONS OF PIPINS, EQUIPMENT, DUCTWORK AND
SIMILAR THE EXALT LOCATION TO BE DETERMINED BY THE LONiRACTOR TO BEST FIT THE LAYOUT OF TIE JOB.
3 ALL EQUIPMENT 54ALL BE TIGHTLY COVERED AND PROTECTED KAINST DIRT, WATER, AND CHEMICAL OR MECHANICAL INJIRY
OR THEFT. R IRBIN6 FIX IAI 51IALL BE COVERED WITH 4EAVY PAPER GOVERN AFTER INSTALLATION AND 5RALL BE
TIOROI:6FILY CLEANED AFTER COMPLETION OF THE PROJECT.
4 ALL MATERIALS SUGI AS VALVES, FITTINGS, PIPIN5, EUIPM ENT, R1MP5, COILS, ETC„ SHALL BE
PROPERLY PROTECTED, AND ALL PIPING OPBlIN65 SHALL BE TEMPORARILY CLOSED BY THE CONTRACTOR FOFt TFE WORK
UNDER H15 CHARGE, ON A DAILY BA515, AT THE END OF EACH WORKIN5 DAY, SO A5 TO PREVENT OBSTRUCTION AND DAMAGE.
TIE ABOVE RE(UIREMENFS ARE MANDATORY.
5 THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP 15 PERFORMED IN ACCORDANCE HTH THE
LATEST EDITION OF ALL APPLICABLE CODES, LAY6, OR ORDINANCES OF THE STATE OF AROELT 5TAM1 AND COUNTY AND
LOCAL CODES, CITY OF [FROECT G rg LAH6 OR ORDINANCES, INGLJDINi [PRD.ECT STATE] OR LOCAL BOARD OF IFEALTIL
FEDERAL AND STATE ENVIRONMEMAL PROTECTION REGULATIONS STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES.
6 ALL WORK SHALL BE FURTIER PERFORMED IN ACCORDANCE AMIN TIIE NATIONAL BOARD OF FIRE
UNDERHUT825, TINE PLUMBING AND BIILDRI6 LODES, NATIONAL ELECTRICAL LODE, TE
OCLIIPATIONA SAFETY AND HEALTH ACT, THE AMERICAN GAS ASSOCIATION, AND ALL SUCH OTHER
SPECIFIC CODES AS MAY BE REFERRED TO IN THE INDIVIDUAL SECTIONS OF THE S IFICATIONS.
T PIPE SIZES SHOVN ON THE DRA141N65 ARE THE MINIM.M SIZES ALLOYED RI=6ARDLE55 OF THE CODE MINIM.M, EXGEPF WEN TIE
CODE MINIM.M SIZE 15 LARGER THAN THAT 51fOWt.
8 THE CONTRACTOR SHALL MAINTAIN A GIRRET SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITE AT ALL TIMES, ON WHICH
HE 51-EPLL ACGRATAY RECORD TIE ACTUAL INSTALLATION OF ALL PLUMBING WORK. AS WORK PROGRF55F5, MARK CHANGES
MADE WHETHER RE9..1-TINS FROM JOB CONDITIONS, ADDENDA, FORMAL CHANGE ORDERS OR OTffR I145TRIICTION5 ISSUED BY THE
ENGINEER.
9 TE PLUMBING CONTRACTOR SHALL INDICATE PR05ol BY GOLORIN5 IN VARIOUS PIPES, FIXTURES, AND A550dill
APPURTENANCES EXALTLY AS THEY ARE ERECTED AND INSTALLED.
10 MARK ALL PIPE EMS AND LOCATIONS DURINY LON51RUCTION. ALSO, MARK LOCATIONS OF ALL VALVES AND VARICU5
ECUIR-ENT, APPARANS, AND ASSO l D APRIRMINANLES AS ERELTD nSKLY Oil COwIRUCTION.
II AT THE COMPLETION OF TE JOB TffSE PRINTS INCORPORATING LH0l ADDENDA AND ADDED DATA NOTED ON MPRKEP-W
PRINTS ING-Il DIMENSIONED LOCATIONS OF LNDERGRG.ND PIPIN5 BEYOND LIMITS OF MiLD1N5 5HALL BE ` IT RE? TO THE
ENGINEER FOR FINAL REVIEW AND COMMENT. TIE PRINTS WILL BE RETURNED WITH APPROPRIATE COMMENTS AND
RECOMMENDATIONS. THESE CORRECTED PRINTS TCGETHER WITH CORRELATED PRINTS INDICATING ALL TIE REVI5101y5,
ADDITIONS AND DELETIONS OF WORK, SHALL FORM TFE BA515 FOR PRT IN6 A SET OF RECORD DRAWINGS.
12 HERE %PING, AND OVER PLUM INS APPI.RTENANGES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL A
FIRE -STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, 5MOKE AND deal FIRE-5TOP MATERIAL
SIil BE Q. APPROVED, PACKED TIl AND COMPLETELY FILL CLEARANCES BETIEEN RACCEWAY$ AND OPENINSS. FLOOR,
EXTERIOR WALL, AND ROOF SEALS 5-LALL ALSO BE MADE WATERTIGHT AS APPROVED BY TE ADMINISTRATIVE AUFHORIIY.
13 ARRANGE AND INSTALL AM% APPROXIMATELY AS INDICATED, STRAIT KIM AND AS DIRELY AS
M23NE F. FORM RIGHT AN&LE5 OR PARALLEL LINES WITH BIILDRl6 WALL5. KEEP PIPES CLOSE TO WALLS, PAR1`ITON5 AND
CEILINGS, OFTSETTI%ONLY HERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS.
LOCATE 61ROIP5 OF PIPES PARALLEL TO EACH OTHER- SPACE TEEM AT A DISTANCE TO PERMIT ACCESS FOR SERNLIN6
VALVES.
14 PIPING 51RALL BE PITCHED TO POINTS OF DRAINAGE WITH CON5TANT UNIFORM SAFE.
15 1 HORIZONTAL PIPING A5 141644 A5 POSSIBLE WI111WT SASS OR FIRWS.
Ib GRADE WATER PIPING AS SPECIFIED, GRADE DRAINAGE AT UNIFORM SLOPE OF NOT LEY THAN 1/4' PER FOOT TOWARD THE
FDNFT OF DISPOSAL. KEN APPROVED BY ADMINI5TRATIVE AUTHORITY, PIPE 51ZF 4- AND LARGER MAY HAVE A SLOPE OF NOT
LEY THAN I/84 PER FOOT.
IT WIEIRE CHANYE IN PIPE SIZES OCLLR, IISE ONLY REDUCN6 FITTI%5.
18 FOR DRAINAGE PIPIN5 CNA146E5 IN DIRECTION, USE LONE SI EEP nMCRE POSIYIBE OTHERWISE, SORT SHEEP 1/4 BENDS, OR
COMBINATION Al AND I/8 BENDS, USE SANITARY TEE BRAICFIES ONLY FOR HORIZONTAL BRANClES DISCNAR61N6 TO STACKS.
14 INSTALL SECTIONALIZING VALVES AND ON EACH BFRAINHI LINE TO MATI-FIXTURE GROUPS.
LOCATE VALVES IN A READILY ACCESSIBLE LOCATION DO NOT CONGEAL. DO NOT LOCATE
VALVE SYSTEMS BELOW HORIZONTAL UNLESS INDICATED ON PLANS.
20 WATR 51FPLY TO ALL FIXTURES Alm LONTAIffRS SHALL M SO INSTALLED A5 TO PREVENT POSSIBLE BALK 51PHONA6E OF
PO LUFED HATER ALL SUPPLIES SHALL BE EIIER ABOVE THE FLOOD RIM OF THE FIXTURE OR SEPARATED FROM TIE
DRAINAGE END BY MEANS OF AN APPROVED VPLUIM BREAKERS.
21 PROVIDE PIPING AND FIXTURE TRAPS. CONNECT TO FIXTURES AND OTHER EQUIPMENT INDICATED OR
5PELIFIED A5 REQUIRING SOIL, W451E, DRAIN AND VENT FACILITIES.
M LAY ALL PIPING 1Taff TO LIE AND GRADE, FIT ENDS T06EMM MATCH SO THAT SEVER OR DRAIN WILL HAVE SMOOTH AND
IMIFORM INSERT. FO.LON LOCATIONS AND ELEVATIONS AT SRE. AS TIE PIPE LAYING PR06REYE5, CLEAR %FE INTERIOR OF
CEMENT, DIRT, AND OTHER FOREIGN MATERIALS. OURIN6 WORK STOPPAGE PERIODS, PROVIDE EF IEj Pt OR COvBQ5
FOR OPEN ENDS OF PIPE AND DRAINS.
23 PROVIDE CLEANOIFS WERE INDICATED AND AT INTERVALS OF 100' OR AS REQUIRED BY LOCAL PLUMBING CODE AND WIRE
REQUIRED AT Clidel 5 OF D1R 1FION5 OF SOIL AND WASTE STAG Q5. INSTALL LLEANOIJfS SO A5 TO BE AC6E5NELE FOR EASY
REMOVAL AND TO PROVIDE CLEARANCE FOR RODDIN6. GLEAE'll SHALL BE TIE SAME 51ZE AS PIPE SERVED EXCEPT THAT
NO CLEANOIFT NEED BE LARGER THAN F0(1R II
24 EXTEND VENT PIPES 12 INCHES ABOVE ROOF AND IOFT MINI" AHAY FROM ANY FRE:M AIR INTAKES.
25 SANITARY VENT PIPING 54ALL 5= GRADED 50 THAT TE AIRFLOW TO THE OUTSIDE WILL BE CONTINNUBLY UPWARD AND SO
TWT NO LOW POINTS WILL BE DRAINED.
26 MAKE TENT CONNECTION BETHEEN HATER CLOSET FLANGES AND EART E3taARE FIXTURE BY MEAN5 OF AN APPRINED MOLDED
WAX R1% OR 9ETfIH6 COMPOUND) AND BOLTING.
21 VENTS: PROVIDE FLASHING FOR STACKS PAS5I6 THROUGH ROOF. MAKE WATER-TI6NT AT ROOF WITH 4 LB. SHEET LEAD;
EXTEND INTO ROOFING FELTS AT LEAST 24' FROM PIPES. EXTEND LEAD COLLAR Ito AROUND OIMIDE AND 111I DOW IN51DE
VENTS AT TIE TOP. LOCATE VENT TRO)EM ROOF IOFT MINIMUM AWAY FROM ANY FRE514 AIR INTAKE.
25 ALL PLUMBING FIXTURES AND PIPING 15 TO BE L15MO BY AN APPROVED LISTING AND lE5Y% A6ENCY AND PROPERLY
LABELED.
N COORDINATE ALL LOCATIONS, 51ZE5 AND REVATIO16 OF ALL SLEEVES TMROUOI MALLS, BEAMS 5LAB5 AND FOOTING HITI
STRUCTURAL AND ARCHITECTURAL DRAWIN65. ALL PIPES SLEEVIN5 THROUGH fOOTINSS SHALL HAVE A SLEEVE DIAMETER OF
T ho PIPE 57E5 OVER FEE PIPE PA9N145 TRROul THE FOOTING. NO PIPE TO BE RACED TIROdSH FOOTING UNLESS APPROVED
BY THE STRUCTURAL E%Il
30 ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROP BJIEDIN6 EXPANSION JOINT,
EITHER WITH AN EXPANSION FITTINfS OR IN ANORER MAKER ACCEPTABLE TO TIE E45IEER.
31 PIJRBING CONTRACTOR 511 CONINLT ALL GAS PIPING TO ALL GAS RELATED UNITS PER PLAN WITIM LISTED AND
APPROVED 6A5 Shi VALVE, SEDIMENT TRAP, AND UUON.
32 FAllCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND' L NOT REQUIRE TI6NT 6RASPINS, %NCHINS, OR TNISTIN6 [F
TE MET. THE FORCE REQUIRED TO ACTIVATE CONiROL5 SHALL BE NO 6REATER THAN 5 POUmS.
33 PENETRATION OF FLOOR/CEILING A'}SB-BLIES AND ASSEMBLIES REQUIRED TO HAVE A FIRE -RESISTANCE RATIN6 Sil BE
PROTECTED IN ACCORDANCE fifty THE BUILDING LODE.
M HERE WATER PRE99 RE WITHIN A BIILDIN S EXCEEDS 80 F51, AN APPROVED HATER-FRE55,RE REDUGN6 VALVE GONEORMI%
TO A55E 1003 WITI STRAINER 51yl BE INSTALLED TO REDUCE THE PRESSURE IN TE B1ILDIN6 WATER 145TRIBITION PING
TO ED PSI STATIC OR LESS.
35 DISINFECTION OF POTABLE WATER SYSTEM 51ALL COMPLY WITI TFE LOCAL AND THE [XXK) PLUMBING CODE.
M %ROPER ACCESS MUST BE PROVIDED FOR TE TESTI146 AND MAINTENANCE OF THE BACKFLOW PREVENTER. IF TIE IF THE
BPCKFLOW PREVENFER IS INSTALLED MORE THAN 5'-0" ABOVE THE FLOOR SPECIAL PROVISIONS MST BE MADE.
31 HUNS WASTE PIPING SHALL BE STRUGTLRALLY SUPPORTED AS T16HT AS POSSIBLE Di THE STRUCTURAL 3EAM6 TO GAIN
MORE NEAD SPACE AS IT PITCH TOWARDS TINE Mini POINF TO KEEP WASTE All WITHIN TINE CEILING SPACE.
38 PLUMBING CONTRACTOR TO PROVIDE LABOR COST AND MATERIAL FOR PIPE EXTENSION TO THE CIVIL PoINF-0Fi.ONffGTION
WITHIN 20 FEET.
541 PLASTIC PIPES ARE NOT PERMITTED TO BE INSTALLED HTMN TFE AIR PLBIIM SPACE.
40 PROVIDE AND INSTALLA N%LE 6A IWLATIM VALVE FOR TIff M.LTIPLE GAS METER BANKS FOR THE ENTIRE BLDC.
41 SANITARY S6-NR PIMN5 SHALL BE SLOPED AT A MINIM.M OF 2%.
DBE
DESIGN-A/RE ENGINEERING, INC
2707 Rand Road Indianapolis, In 46241
voice'. 3174649090 fax 317464-9393
�www.daengineering.com
Mechanical, Electrical, &
Energy Engineering
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19076
07/03/2019
PROJECTPHASE
DRAWN BY
MV
SHEETCOWE
PLUMBING
SPECIFICATIONS
P=401