REV-20-1133DECEIVED
ion 042020
Miami Shores Village sY: '
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 /
INSPECTION LINE PHONE NUMBER: (305) 762-4949
Bc zo ► �
BUILDING Master Permit No. ),C OL Z,G
PERMIT APPLICATION Sub Permit No. i�L-' GI
❑BUILDING ❑ ELECTRIC ❑ ROOFING Q REVISION EXTENSION ❑RENEWAL
❑■ PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 960 NE 95 St
C�tv Miami Shores County: Miami Dade Zip:
Folio/Parcel#: /) 3aflS0 nr(D 13 o Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ?^_,t_.�_ —LjEY ►'KEG- Phone#:'� 5
r �2 L
Address: N[ 5 & `�-t h
City A\t44VIkc S NOQE:'5 State: 1— Zip:
Tenant/Lessee Name: Phonell:
•
Email:
wta+ l dor►'\
CONTRACTOR: Company Name: Empire Plumbing Company Phone#: 305-531-7017
Address: 1754 Bay Road
City:
Miami Beach State: FL Zip: 33139
Qualifier Name:
Albert Elbaz Phone#: 3052184727
State Certification or Registration #: CFC627516 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑] Repair/Replace ❑ Demol tion
Description of Work: G2J `+ / r�.1r 4eQ 4t�(—
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee 5
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(P.errsed02/24/2014;
Bond.ng Company's Name (if applicable)
Bond.ng Company's Address
Cry
State
Mortgage lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced pnor to the issuance of a permit and that all work wi'I be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wi:l be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspecri which-o uu,seven (7) days after the, building permit is issued. In the.absence of such posted notice, the
inspection wilt not a approve nd a reinspection fee will be charged.
Y"--
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day PfU I J20 �� by
.fld t Rt(1>l7rt•� C l 2 K . who is personally/ known to
me or who has produced—RCI)AC1. Q11 w• UC806s
Signature
CONTRACTOR
The foregoing instrument
was acknowledged before me this
2I day of .20 �� by
E6r+ \ Z who is personp';y known to
me or who has produced as
identification and who did take an oath. identification and who d.d take an oath.
NOTARY PUBLIC:
NOTARY PUBLIC:
Sig
Sign:
Print. QrtGt
lG C� L
Print:
YAIAIRANELISSESOTO
ana
Seal:NOTARY PUBLIC
Seal:
'!o
EXPIRES:December2i,2021
*cEofmirer.
.;d•STATEOFFLORIDA
Comrn# GG928975
1012812023
sssssstsssssas.s►.s.stttsssssassas►ssaa..►.ss�tssssasssssssa...sa•
APPROVED BY
�� --2�
0 ans Examiner
Zoning
Structural Review Clerk
IAev,sed02/2z!201d)
EXISTING WATER METER AND
SHUTOFF VALVE TO REMAIN
FIELD VEERIR EXISTING PIPE
MAIN WATER SERVICE
EXISTING Cltt
WATER TINE TO
FELWN
GIAMETFA AND REPLACE WITH
I• Cw PIPE AS NEEDED
SHUTOFF wLVE
y_—_—_—_
—_—_—
NflY 1f55 iF4N 3//• HOSE BIGB WITH
2 PSI NATURAL PRIMARY VACUUM ;2EAI(D? AND
GAS METER IE�JATOR BACKLOW PREVENIER
SHUTOFF VALVE
RUN BELOW
GRV
UG. To CITYGAS LATENL���r—.. >— ..—
MAN SHUTOFF VALVE ABOVE GROUND
PENETRATION
RSRCUGH WALL —
SERVICE CONNECTION NOTES
BEFORE COMMENCING AN" WORK OR THE INSTALLATION OF
ANY PIPING, CONTRACTOR SHALL VERIFY AT SITE THE
EXACT LOCATION, ELEVATION AND SIZE OF ALL EXISTING
LINES AND POINTS OF CONNECTION.
Km
FIXTURES SHALL BE PROTECTED AGAIN WATER HAMMER
WITH WATER HAMMER ARRESTORS TO COMPLY WITH
THE FLORIDA RGIDENTIAL PLUMBING CODE SECTION
P2903 S
+9
GROUND FLOOR WATER AND GAS PLAN
SC&E, 114' = T'd
L�
06,
FLORIDA ROOM
®
❑
II
I
DNWG ROOM
aI
J/1• CW UP TO
BOOR ABOVE
3/1• PIPE R N
3/A•
IN CRAWL SPACE
3/9' UP TO
FLOOR ABOVE
Lf
n1l Z IN
CRAWL SPACE -
_RANG ROOM
BREAKFAST
C_
ENTRANCE
aM
KDCH' N
aM
RECEIVED
REv
POWDER
3/1• HOSE BIB WITH
VACUUM WREAKER AND
BACKLOW PREYENTFR
J N 0 4 ll"
5y. rj�Q_ (�Ls-) 60
113-3
l
PLUMBING PLANS
Approved _Date
Disapproved _ _ Date
3/4' CW F'11
FROM BELOW
+H
SECOND FLOOR WATER PLAN
Sc&E, lw= r-V
PLUMBING PLANS
Approved Date
Disapproved Date
NATURAL GAS DESIGN CRITERIA
GAS RANGE/OVEN 132.5 FE3
Im 180.0 FE3
TOTAL 312.5 FI3
LONGEST PIPE DEVELOPED LENGTH - 59'
MIN. PIPE SIZE REQUIRED MAIN PIPE - 1-1/4'
NOTE: 408.4 SEDIMENT TRAP. WHERE A SEDIMENT TRAP IS NOT INGGr" HATED AS
PART OF THE APPLIANCE A SC:MENT TRAP 94ALL BE INSTALLED DOWNSTREAM OF THE
APPLIANCE SHUTOFF VALVE AS CLOSE TO THE INLET OF THE APPLIANCE AS PRACTICAL
THE SEDIMENT TRAP SHALL BE EITHER A TEE FITTING HEAVING A CAPPED NIPPLE OF
ANY LDKIH INSTALLED VEMCALLY IN THE BOTTOMMOST OPENING OF THE TEE OR
OTHER DEVICE APPIYMD AS AN EFFECTIVE SECIMENT TRAP ILLUMINATING APPLIANCES.
RANGES. CLCTHES CRIERS AND OUTDOOR GRILLS NEED NOT BE SO EQUIPPED.
NATURAL GAS GENERAL NOTES
I GAS PIPING SHALL BE POLYETHYLENE PLASTIC PIPE FOR BELOW GROUND APPLICATIONS AND SCHEDULE
a METALLIC PIPE FOR ABOVE GROUND WORK.
2. ALL GAS PIPING, FITTINGS AND INSTALLATION SHALL BE PROVIDED IN ACCORDANCE WITH THE
REOUTREMO OF TIE 'RLIIY COMPANY AND ALL GOVERNING BCDIES.
3 WLYEDMAE PLASTIC PIPING '_TIED AT IL5 IFMN 2 P9 AND PRESSURE DROP OF 0.5 IN WC PER
FBC RESCENTIAL CODE TABLE C2/' Y 4(7)[/•2.1(21)]
I. SCIECAE a MEf 1 PIPE SIZED AT LESS THAN 2 PSI AND PRESSURE DROP a C5 WC PER FHC
RESIDENTIAL CODE TABLE G2413.4(IX402.4(2)]
6. ALL GAS APPLIANCES WU BE U.L LISIED AND LABELED FOR THE APPLI:ATION IN WHICH THEY ARE
USED OR APPROVED IN ACCORDANCE WITH SECTION 104.11 OF THE FL:FM4 &'ACING CODE.
7. ALL CAS DEVICES AND NEW PIPING SHALL BE PROTECTED AGAINST CORROSIVE ACTION VIA APPROVED
MERHCD(S) MANDATED BY FLORIN BUILDING CODE 2014 RUE GAS SECTION 404.1.
B. PIPING TO PENETRATE WALLS ABOVE GRADE PER FBC G2415.6(404.6)
SERVICE CONNECTION NOTES
BEFORE COMMQICNC ANY WORK OR THE 04STALLATION OF
ANY PIF,NG, CONTRACTOR SHALL VERIFY AT SITE THE
EXACT LOCATION, ELEVATION AND SIZE OF ALL EXISTING
LINES AND POINTS OF CONNECTION.
PIPE TO PENETRATE WALL ABOVE
GR40E PER FBC G2415.5(404B)
SHUTOFF VALVE
COgROP
132.5 FE3
f3'
1GML1
LBO FTJ
2'��
♦��
+/s
10'
11
�
1' SCH a NEE PIE lII5
THAN 2 PSI 0.5' WC
PRESSURE DROP.
1-I/4' SEAL a NET PIPE L
LESS THAN 2 PSI 0.5' WC /
172'
PRESSURE DROP
� T_7'
/�
`��`
SCH a MET PIPE LEST
22' 0' Ii
THAT 2 PSI 0S' WC
PRESSURE DROP
I-I/4T SCH.
40 MET
Mexr REGLIATOR
`AB0.E GROUND POINT OF
PENETRATION THROLGH
WALLt' PE PIPE 2 PSI I
PE 0 2 PSI.
(CITY PSI TO 2 PSI)
SHUTOFF
/+/ PSI PRESSURE DROP RUN
/'' BELOW GRACE
NEW LESS 114W 2
VALVE
A
~ 20'
PSI NATURAL
GAS METER
/
BELOW GROUND I'
2 ,
TO ABOVE JAOUND
TRANSITION IYP.-`
MAIN
9WAraFF
UG TO CITY +/
VALVE
GAS LATERAL-----i
NATURAL GAS PIPING ISOMETRIC
SCALE N.T.S
NOTE THE UG'EATERS,N OF COLBENSAnNG
-AND , WATER HEALERS, L D' AKK, ICE MNCER
AD REFRIGERATOR SHV11 BE AT CR ABpE BrSE
FLOW ELEVATION OF +0'-@'
NOTE: A::URE ALL DRAINAGE. APPLIANCES,
PUMPS AND WATER HEATCS ARE MOUNTED AT OR
ABOVE THE BASE FLOOD ELEVATION OF +8'-0'
ID.V.D. FOR
COMPLIANCE WITH W 322.L6
PLUM LNG PLANS
Apprm.,r-r! -- --- Date
O
Lu F— M M
U N chQ
W J C)
QZL() LL
H W W
"OLU W C7
w < Z O
ce Q C
LI3 .p Q O
3 0
GENERAL PLUMBING NOTES
1, ALL WORT( TO BE DONE 04 ACCORDANCE WITH THE 2917 RORIDA PLUMBING AND BUILDING CODES.
2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSURANCE PERMITS. FEES. TAXES. INSPECTIONS TEST. FINES
AND 00 ITEMS AS REOL'D7ED FOR THE INSTALLATION OF COMPLETE PLUMBING SYSTEMS AS OUTLINED
HEPETN AND SHOWN ON PLANS. PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUIMIC
LIABILITY AND PRCPERTY DAMAGE FOR THE DURATION OF THE WORK.
3. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW THE APPROXIMATE LOCATION AND ARRANGEMENTS
ONLY PZWIDE ALL OFFSET. FITTING OR ACCES'.ORIES REQUIRED FOR A COMPLETE INSTALLATION.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES 50 THAT INTERITRDRCES
WILL BE AVOIDED. IH.IALLFD PWMBNG WORK WHICH INTERFERES WITH THE WORK OF OTHER TRADES
SHALL BE CHANGED AT THE PWMCING CONTRACTOR'S EXPENSE
5. BUILDING DRAINING SYSTEM TO BE SLOPED AT 1/8- PER FT. MIN. FALL FOR PIPING 3- AND LARGER
AND AT 1/4' PER IT. FOR SMALLER PIPES.
6. PROVIDE CLEA40UTS EVERY 75 FT ON ALL HORIZONTAL SANITARY PIPING AND AT BASE OF EVERY WASTE
STACK,
7. BEFORE COMMENCING ANY WORK OR THE INSTALLATION OF ANY PIPING. CONTRACTOR SHALL VERIFY AT
SITE THE EXACT LOCATION, ELEVATION, AND SIZES OF ALL LINES AND POINTS OF CONNECTION.
8. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH SOCK ARRESTORS.
AS INCICATED ON PLANS. IARO11 E SHUT-OFF VALVE FOR EACH FIXTURE.
9. PROVIDE FULLY ACCESSID E CLFANOOTS ON SANITARY AND WASTE PIPING, AT EVERY CHANGE OF DIRECTION
AND AT BOTFOM OF STACKS. CLEAN OUT LOCATION AND SIZES ON HORIZONTAL LINES 94AL BE IN
ACCORDANCE WITH THE FBC.
10. ALL PLUMBING PIPING OCCURRING WITHIN CONCRETE WALLS SHALL BE RUN N CAST IN PLACE SCHEDULE
40 PVC SLEEVES.
11. MATERIALS SHALL BE NEW AND AS FOLLOWS:
A DRAINAGE WASTE AND VENT PIPING: PVC SCHEDULE 40 DRAINAGE WASTE AND VENT PIPING (DAM)
CONFORMING TO ASTM. D-2665A OR NO HUB CAST IRON CM STANDARD 301 BELOW GROUND AID
CAST IRON HUBAM, PLAIN END AA-74 WITH NEOPRENE GASKETS ABOVE GROUND.
B. WATER PIPNG: COPPER TYPE 'U ASTM B-88 (COVE GROUND AND COPPER TYPE 'K' ASTM 0-88
LICE GI OUND. PROVIDE 374' PRIFCIOED F19EGlAS• INSULATION TO ALL HOT WATER PERM.
C. PLUMBING FIXFJiES: AMERICAN STANDARD, CRANE, KOHLUL BRIGXS OR EQUAL
D. WALL CLFANOAT: JOSW SERIES 587% WITH ACCESS COVER OR EQUAL
E VALVES: 12S PSI NISCO SCOTT. SIOCYHW OR EQUAL
12. PERFORM THE FOLLOWING TEST.
A WATER PIPING SOUL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSIS FOR A PERIOD
OF TIME SUFFICIENT TO EXAMINE ENTICE SYSTEM BUT NOT LESS THAN ONE HOUR.
B. DRAINAGE SYSTEM: BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF THE SYCTEA SHALL BE
CAPPED AND AL LINES FILLED WITH WATER TO HIGHEST POINT AND ALLOWED TO STAND UNTIL
INSPECTION IS MADE AND WATER LEVELS REMAIN CONWAfT.
C CORRECT ALL DEFECFS DISCLOSED BY ROVE TESTS.
D. COMPLETE SYSTEM, FIXTURE h EQUIPMENT SHALL BE GIVEN AN N-SERVICE TEST AFTER COMPLETION
OF
THE 11GTALLATION
E STERILIZE AL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CEDRINATEO LIME FOR EACH
1,080 GALLON OF WATER (50 PPM OF AVAILABLE CHLORINE). MIXTURE AN MIXIN PIFOR 24
HOURS AND FLUSH THROOGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE,
13. PLUMBING CONTRACTOR SHALL RNWISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE
FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF
FINAL ACCEPTANCE AND THAT HE WILL AT HIS EXPENSE REPAIR AND REPLACE ALL WORK THAT
BECOMES DEFECTIVE DURING GUARANTEE PERIOD.
SERVICE CONNECTION NOTES
BEFORE COMMENCING ANY WORK OR THE INSTLLATION OF
ANY PIPING, OWO MOLTOR SHALL VERIFY AT SITE THE
EXACT =N. ELEVATION AND AZE OF ALL EXISTING
LINES AJ POINTS OF CONNECTION.
MOOR WATER -LSE REOINREMEWM F---Nu
RI1649i1U FETR/E
OFFATUERl"Im
WA7171WAFFLOWPLH•
AQUA -DACE 0A6iA RDA
IO7CM9VA4 CErAAD
&011ewc"
A[M/{14CEE20WW LW
ACT-I.L1Ml9AMEAEAD
AADN7O6VPALCET
(67L/MY/C4PITAL)
WATER CLOSET
128 GPF
6.51
LAVATORY FAUCETS
1.5 GPM (AT 6o PSO)
10.64
SMOWERHEAOS
1.5 GPM (MIWI-LLAOE)
7.27
KITCHEN S:NK FALCE'S
1.5 GPM (Ar 6o PSI)
4.2
LAUNDRY SINK FAUCETS
1.5 GPM '" Wi-D40E)
4.2
CL07HES WASHERS
24 GALLONS PER I-
(6 GALLONS PER CYCLE
PER CU61C FOOT)
844
PLL A43M SYMBOL L.ECOV
SYMBOL
DESCRIPTION
SANITARY WASTE LINE
-----
COLD WATER LINE
-------
HOT WATER LINE
INDIRECT WASTE CONNECTION
'P' TRAP
0 COOG
CLEAN OUT ON GRADE
COI-
CLEAN OUT
VTR
VENT THROUGH ROOF
CW
COLD WATER
HW
HOT WATER
FU
FIXTURE UNIT
417.5.2 SOWER LINING (PER FBC PLUMBING 2014).
FL'JRS UNDER SOWER COMPARTMENTS. EXCEPT WHERE PREFA6::.AATED RECEPTORS HAVE BEEN
PROVIDED, SOUL BE LINED AND MADE WATER TIGHT JTH.IZING MATERIAL COMPLYING WITH
SECTIONS 417.5.1.1 THROUGH 417.5.2.6. SUCH LINERS SHALL TURN UP ON ALL SIDES NOT
LESS THAN 2 INCHES (51 MM) ABOVE THE F141SH D THRESHOLD LEVEL LINERS SHALL BE
RECESSED AND FASTENED M AN APPROVED ARCKING SO AS NOT TO OCCUPY THE SPACE
REWIRED FOR WALL ONOUNG, AND SHALL NOT BE NAILED OR PERFORATED AT ANY POINT
LESS THAN 1 INCH (25 PM) ABOVE THE FINISHED THRESHOLD. LINERS SHALL BE PITCHED
ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE) AND SHALL BE
MOPED TOWARD THE FIXTURE DRAINS AND BE SECURELY FASTENED TO THE WASTE OUTLET AT
THE SEEPAGE ENTRANCE. MAKING A WATER -TIGHT JOINT BETWEEN THE LINER AND THE OUTLET
THE COMPLETED LEND SHALL BE TESTED IN ACCORDANCE WITH SECTION 312.9.
EXCEPTIONS:
1. FLOOR SURFACES UNDER SHOWER HEADS PROVIDED FOR RINSING LAID DIRECTLY ON THE
GROUND ARE NOT REQUIRED TO COMPLY WITH THIS SECTION.
2. WHERE A SHELL -APPLIED, LOAD -BEARING, BONDED, WATERPROOF MEMBRANE IS INSTALLED
AS THE SHOWER LINING. THE MEMBRANE SHALL NOT BE REWIRED TO BE RECEM.
NOTE PER THE 2414 EDITION OF
FBCR SECTION P270 l.1 "ACCESS' THE
SHOWER COMPARTMENT ACCESS AND
EGRESS ,:PENING SHALL KAYE A CLEAR
AND UNOBSTRUCTED FNISFED WIDTH
OF NOT l£S THAN 22 INCHES.
SHOWERS SHALL MEET AL
REQUIREMENTS INDICATED IN SECTION
P2708.
SOWER PAN WATERPROOF
MEMBRANE UER) MATERIAL
AND INSTALLATION TO COMPLY
WITH THE LATEST FBC.)-
MUD-SET BELOW SHOWER PANTO
PROVIDE 1/4' MORE PER FOOT
NEW TILE TRIM OR EQUIVALENT
MOISTURE h MOLD RESISTANT BAWD
AT ALL WET AREAS (CEMENT BOARD
AT ALL TUB h SHOWER AREAS )
-CERAWIC TILE OR EQUIVALENT OVER
THEN JILT MORTAR OVER SHOWER PAN
WATERPROOF MEMBRANE (LINER).
1/4'SL 1/4"SL
PROPOSED CONCRETE SLAB
TYPICAL SHOWER UNER INSTALLATION DETAIL
SCALE: N.T.S
OMER SECURED FACE OF WALL
WITH SCREWS ADJUSTABLE COLLAR
THREADED C.O. PLUG THREADED C.O. PLUG
&TH NB FM. GRADE FIN. FLOOR I I 24"MIN FROM ANY WALL
STAMNlES'S STEEL COVER OR VERTICAL "FACE
OLERRAW SPOUT - SCREWED TO THREADED
C.O. PLUG. I
FIASHING:1 LYS. SHEET LEAD
. / • •4
SUP JONT f PA) FLUSH WIFlN. - 18.. � I" �
GRACE HAND WEPE OR
2' SANITARY DRAIN TO P_T{tAp I I I I I SOLDER JOINT
I I
TYPICAL BATHTUB DETAIL EXTERIOR TYPE FIooR NAIL
-ROOF CONSTRUCTION
SCALE: N.T.S PIPE SLEEVE
IM571C CAULKING ESCJTCHEON FOR EXPOSED
TYPICAL CLEANOUT DETAILS o�uM RISER
SCALE: N.T.S liT
1 FIXTURES SHALL BE PROTECTED
AGAINST WATER HAMMER WITH
WATER HAMMER ARRESTOR AND TO
COMPLY WITH THE: FLORIDA
RESIDENTIAL PLUMBING CODE
SECTION P2903.5
2. PLUMBING FIXTURES SHALL COMPLY
WITH REFERENCED STANDARDS AS
PER FIBC 2017 PLUMBING SECTIONS
406 THROUGH 421
PLUMEIMG FIXTURE CONNEC,'TM SCHEDULE
MARK
DESCRIPTION
I DRAIN
I F.0
CW
I HW
I REMARKS
WATER CLOSET
3'
4
I/2'
-
FLOOR MOUNTED FLUSH TANK
I&
LAVATORY
1-1/2'
1
1/2'
i/2-
COUNTER TOP
2
SOWER
2'
2
1/2'
i/2'
ANTI -SCALD MIXING VALVE
ffi
PATHEUB
1-1/2-
2
1/2-
1/2'
ANTI -SCALD MIXING VALVE
KITC1Dl SINK
1/2'
-
L- "TER
DISHWASHER
3/4' AWL
2
'/2'
INDIRECT CONN. TO KSK
M
AUTOMATIC ttOR TNES WAYH
2'
2
1/2'
1/2'
WATER SOUPY AND DRAIN BDX
BE
DRINK CER'ER
B3
1/4'
CONNECTED TO REfR!X AT`R/FREEZER
COMCUSTION AIR
INTAKE DUCT FROM
EXTERIOR -
GAS
TANOESS
WATER WATER
FUff EXHALa DUCT
TO EXTERIOR
ELECTRICAL POINT OF
CONNECTION
I SHUT-OFF VALVE IMP.
1
_ GAS SUPPLY LINE
`
FIST WATER SUPPLY LINE
COD WATER SUPPLY LINE
GAS TANKLESS WATER HEATER DETAIL
SCALE N.T.S
MSTANT GAS WATER HEATER SCHEDLA.E
UNIT DESIGNATION
IGWH
MANUFACTUHER
NORITZ
MODEL NO.
NRC98DVNG
UNIT WEIGHT (LOS)
58
SERVICE TEMPERATURE
120 F
WATER FLOW RATE GPM.
9.8
GAS INPUT (FT3/HR)
180
ELECT. SERVICE AVAILABLE
120-1-60
LOCATION
LAUNDRY CLOSET
ENERGY FACTOR (EF)
0.91
DIMENS*NSANCHES W.O.H
24.2 . 9.4 . 18.3
GAS CONNECTION SIZE
3/4
WATER CONNECTION SIZE
3/4
IN CEILING WHERE
PIPE
TYPICAL VENT THROUGH ROOF DETAIL
SCALE: N.T.S
NOTE PER THE 2017 EDITION OF
FOCR SECTION P2708.1.1 'ACCESS' THE
SHOWER COMPARTMENT ACCESS AND
EGRESS CrOING SHALL HAVE A CLEAR
AND UMCCSIEUCTED FINISHED WIDTH
OF NOT LE-- THAN 22 INCHES.
SFIOWFRS SOUL MEET ALL
REQUREMENTS INDICATED IN SECTION
P2708.
SHOWER PAN WATERPROOF
MDGME (LINER) MATERIAL
AND INSTALLATION TO COMPLY
WITH THE LATEST FBC)-
MUO-SET BELOW SHOWER PAN TO
PROVIDE 1/4' SLOPE PER FOOT..
NEW TILE TRIM OR EQUIVALENT
-MOISTUE B MOLD RESISTANT BOARD
AT AL WET AREAS (CEMENT BOARD
AT ALL TUB k STONER AREAS )
-CERAMIC TILE OR EQUIVALENT OVER
THIN SET MORTAR OVER 900 PAN
WATERPROOF MEMGRNNE (LBER).
1/4-SL 1/4'SL
TYPICAL SHOWER LINER INSTALLATION DETAIL
SCALE: N.T.S
PLUMBING PLANS
Approved _pate