HomeMy WebLinkAbout220 W Lake Mary Blvd 18-4743 Int. additionp3
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CITY OF
NF ORD' I'ER.MIT APPLICATION
WI
BUILDING DIVISION
Application No:
Documented Construction Value: $ 5 �—Ow �a r
job .Address: 2 2 �-�' I� r ' Jd ' Historic District: Yes ❑ NoU
Parcel ID: Residential ❑ Commercial V
Type of Work: New ❑ Addition [ Alteration ❑ Repair ❑ Demo[] Change of Use ❑ 1Ylove ❑
Description of Work: —D-'r LGI.n + 2K-pa�n51 C.Z��
plan Review Contact Person: A -I c c (")C-+ - Title: ln� ►'�et�"
Phone: OL3 20-7-�532- Fax: `N,324e-I-152 Email:- AI)fC mod -I'- 00L01 C-0'-n
Property Owner Information �J
Name WCXD h1ri '�I }_'�,`��- Phone: 4Q-T SC-1J— -qq —9
Street 2 M� T�-� c L� �O� Resident of property?:
City, State Zip: 1 (�_ �� l�
Contractor information
Name G LG I tAje-Lop ml°.� k LN t-C. Phone:
Street: 1-1 400 ...Trn ntv- QJ.,\ Fax:
�� t c
City, State Zip; ��.- �� � State License No.:ar
Architect/Engineer Information
Name: ILL, EE n r phone: -7
Street t i-2�I Q � m C� _�-1 Ln . pax: y-0-] - 2S-D -
Ciky, St, Zip:
l_U 1 )__ G1 'FL E-mail:
, `J
Coal
Bonding Company:
Address:
Mortgage Lender: —
Address:
WARNING TO OWNER: YOUR FAILURETO RECORD A NOTICE OF COLVILvIENCE1YIEN'I' rYtelY RESULTIN YOUR PAYING
TWICE I -*OR IMPROVEtYiENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEP4ENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE T UE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT'
WTTH YOUR LENDER OR AN A`IT'O RNEY BEFORE RECORDING YOUR NOTICE OF COIVII'VIENCEIYIENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conmmemced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating coustruction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plurnbiug, signs, wells, pools, furnaces, boners, heaters, tanks, and air conditioners,
etc. —'1 �
to R � r�
G
. 'W
V �YA
............ 9
d
220 W , LAKE MARY BLVD .
SANFORD, FL
BUILDING CODE INFORMATION
ADOPTED CODES
BUILDING AND CONSTRUCTION DATA
BUILDING:
2017 FLORIDA BUILDING CODE, BUILDING
(W/ LOCAL ADOPTED AMENDMENTS)
OCCUF'AN# _,:Y Cl-ASSIFICATION (FBC 301) FAST FOOD RESTAURANT- ASSEMBLY GROUP A-2
FIRE:
2017 FLORIDA FIRE PREVENTION CODE
CONSTRUCTION TYPE (FBC TABLE 601) TYPE
II-B, WITH EXISTING FIRE SPRINKLER SYSTEM
(5 EDITION)
PLUMBING:
2017 FLORIDA BUILDING CODE
TOTAL OCCUPANT LOAD = 48 PERSONS LESS THAN 50 PERSON
THEREF9.:'.E THIS FACILITY SHALL BE CLASSIFIED AS BUSINESS, GROUP: B
MECHANICAL:
2017 FLORIDA MECHANICAL CODE
ELECTRICAL:
2014 NATIONAL ELECTRICAL CODES
FIRE "ci+,'a[STANCE
MATERIALS/CONSTRUCTION (FBC 704.4)
FUEL/GAS:
2017 FLORIDA FUEL/GASBCODE
SINGLE OCCUPANCY BUILDINGS
TENANTS SEPARATED BY 1-HOUR
ACCESSIBILITY:
2017-FLORIDA ACCESSIBILITY CODE
MINIMUM FIRE RESISTANCE, FBC TABLE 705.1.2
WALLS OPENINGS
ENERGY:
2017 FLORIDA ENERGY CODE
FIRE WALLS
4 3
TENANT,SPACE
1 3/4
HORIZONTAL EXIT
2 1 1/2
INTERIOR FINISHES, FBC 803
A-FLAMESPREAD 0-25, SMOKE DEV. 0-450
CLASSIFICATION, FBC 803.2
B-FLAMESPREAD 26-75, SMOKE DEV. 0-450
C-FLAMESPREAD 76-200, SMOKE DEV. 0-450
OCCUPANCY (BUSINESS)
EXITS -CLASS CACCESS
WITH EXISTING SPRINKLER, TABLE 803.5
- CLASS C
OTHER SPACES - CLASS C
OCCUPANCY SEPARATION REQUIREMENT:
SHALL BE 1 HOUR FIRE RESISTANT.
AREA TABULATION
EXISTING PARVA BAKERY AREA = 710 SF
NEW EXPANSION AREA = 1,000 SF
TOTAL AREA = 1,710 SF
CLASSIFICATION OF WORK
INTERIOR ALTERATION - LEVEL 2
PLUMBING REQUIREMENT
ONE TOILET REQUIRED PER 25 OCCUPANTS
MAX. OCCUPANTS = 48 PERSONS
REQUIRED 2 TOILETS
PROVIDED 2 TOILETS = OK
FIRE PROTECTION NOTES:
1. FIRE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAWING
FOR SEPARATE PERMIT
pjf" tn,�1V i i:31HAL.1. BE CONG I'RUED TO BE A
PP`?i.%f-> U yllTi l TH.E WC)FiK AND NOT AS
'"Y TO'VIOi-ATE:, CANCEL, AI:iER OR SE T
01: iPif.: PROVISIC)PdS OF Ti�li_'IL""C;F;NI::AI.
U',)SUANGE OF A PC=EiMIT PREVtt`i"i
l ,e: t31J1L1�i !G (.?FP ICIAL FROM MEREAF (ER
r•:r...,t)�. i ,. , .... �iFif� ','1'IOi OF EPIROW3 I11\1 WLI'+(vS,
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NOTE
TRACKS USED IN BOX SECTIONS
TO BE SAME GAUGE AS STUDS
ALL SCREWS TO BE #10 MIN.
STD. BOX SECTIONS
SCALE:N.T.S.
REF:
x K
6"-20GA METAL STUD
x 6"-20GA METAL STUD
x TYPE I BOX SECTIONS
-SECURE TRACK(S) TO STUDS
USING (2) #10-16 X a' HWH OR
liwll PAN HEAD PHILLEX SCREWS @
6" O.C.
PAN TYPE II BOX SECTIONS
-SECURE TRACK(S) TO STUDS
USING (2) #10-16 X 1" HWH OR
PAN HEAD PHILLEX SCREWS @
2 STD. BOX SECTION FASTENING 6" O.C.
SCALE: N.T.S.
REF: -SECURE STUDS TO STUD
(WHERE APPLILCABLE) USING (2)
#10-16 X 2" HWH OR PAN HEAD
PHILLEX SCREWS @ 12" O.C.
HE CLIPS
6"-20GA METAL STUD
STEEL NETWORK HE CLIP AT
3 TYPE II HEADER OR SILL PER PLANS
SCALE:N.T.S.
REF:
DEMOLITION NOTES
1� EXISTING 2' X 4' CEILING TILE IN EXISTING SIDE AND EXPANSION
SIDE TO REMAIN AS IS.
02 EXISTING HVAC SYSTEM IN BOTH SIDES TO REMAIN AS IS.
O3 EXISTING LIGHTING FIXTURES IN BOTH SIDES TO REMAIN AS IS.
0
w
T
c.�
z
CO
X
w
REMOVE EXISTING W.0 AND LAV.
CAP PLUMBING FIXTURES
EXISTING SIDE
14i_6u
21
NEW EXPANSION SIDE
19'-�"
UPGRADE EXISTING BATHS--J[F
-------
INTO ADA BATHS. i
SEE SHEET A-1 FOR DETAILS — •
= I i
" REMOVE THIS PORTION
OF EXISTING WALL FOR
NEW 60" W x 9'0" H
SEE DETAIL THIS SHEET
.A,f jl
M
II, I I
Imo'' RELOCATE THESE EXISTING EQUIPMENTS
SEE SHEET A-1 FOR NEW LOCATION
sa q� i cr1
REMOVE THIS EXISTING WALL
lXZZ/
/ I I REMOVE THIS PORTION
OF EXISTING WALL FOR
NEW TO" W x 68" H
r / / —
i V,
p i i REMOVE THIS PORTION
OF EXISTING WALL FOR
z NEW 6'0" W x 9'0" H
SEE DETAIL THIS SHEET
777,/-/
41
REMOVE THIS PORTION
OF EXISTING WALL FOR
HATCHED INDICATE AREA i i NEW 60" W x 9'0" H
TO REMAIN AS IS. i i SEE DETAIL THIS SHEET
Q
STOREFRONT
AS BUILT/ DEMOLITION _FLOOR PLAN
SCALE: 114"=1'-0"
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PROFESSIONAL SEAL
•••N•••••••
No. 70935
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/1111111111111
Dale: 11-26-18
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CAD FILE DEM
PKOJIiC'1'
DRAWING NUINIBER
DELI
DATE 11-20-18
TOP TRACK ATTACHED TO
GRID CEILING W/ SCREWS
CEILING LINE
NOTES:
1. USE #7X7/16" PAN HEAD TYPE "S"
FRAMING SCREW FOR STEEL STUD
TO STEEL TRACT.
2. USE #6X1-1/4" TYPE "S" DRYWALL
SCREWS TO STEEL FRAMING.
3. METAL MEMBERS TO BE I ACCORDANCE
WITH THE AISI SPECIFICATIONS FOR THE
DESIGN OF COLD FORMED STRUCTURED
Q
MEMBER, LATEST EDITION.
4. METAL MEMBERS TO BE IN ACCORDANCE
WITH ASTM C645 STANDARD SPECIFICATIONS
FOR NONSTRUCTURAL STEEL FRAMING
❑
MEMBERS 2000
z
J_
W
U
4" METAL STUD 25 GAGE 16" O.C.
--1/2" THICK GYPSUM DRYWALL
❑ 3/16"X 1-1/4" MASONRY SCREWS
OR POWDER ACTUATED SCREWS
@ 16" O.C.
-BOTTOM RUNNER
CONC. SLAB
I TYPICAL INTERIOR PARTITION WALL
r SCALE: N.T.S
MIN
ELEVATION 'A'
TYP. HANDICAP BA-rI-I ELEVATION
MIRROR: BY OWNER
20HANDICAP WATER CLOSET
03HANDICAP LAVATORY: LEVER FAUCETS MUST BE PROVIDED. FAUCET
CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT
REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.
FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO
GREATER THAN 5 LBS.
®HANDICAP GRAB BAR(S)
S5 TOILET PAPER HOLDER: DISPENSERS SHALL NOT CONTROL DELIVERY
OR PROHIBIT CONTINUOUS PAPER FLOW.
6INSULATE 'P' TRAP AND SUPPLY LINES.
HANDICAP BATH NO
ELEVATION 'B' ELEVATION 'C'
A. GC SHALL FURNISH ALL ACCESSORIES, INCIDENTAL TRIM PIECES, ETC.
FOR A COMPLETE INSTALLATION, INCLUDING BUT NOT LIMITED TO THE
FOLLOWING
B. GC SHALL USE WATER RESISTANT DRYWALL FOR TOILET ROOMS AND
FINISH TOILET ROOMS WITH MATERIALS ACCEPTABLE TO LOCAL CODE
AUTHORITIES.
C. GC SHALL PROVIDE BLOCKING IN WALLS FOR GRAB BARS, MIRRORS,
DISPENSERS, ETC. GRAB BARS SHALL BE LOCATED AS SHOWN. GRAB
BARS, FASTENERS AND MOUNTING DEVICES SHALL WITHSTAND
VERTICAL AND HORIZONTAL FORCES PER ANSI A117.1 SECTION
1115B.8.3.
NEW EXPANSION FINISH SC
FLOOR
WALL
FL-1
TILE
PER OWNER
W-1
FRP
CL-1
FL-2
TILE
PER OWNER
W-2
PAINT
CL-2
FL-3
TILE
PER OWNER
W-3
PAINT
PER OWNER
CL-3
ALL WALL, FLOOR & CEILING SHALL HAVE FLAME SPREAD INDEX'C'
EXISTING SIDE
14'-61
NEW EXPANSION SIDE
19'-rol
FLOOR &EQUIPMENT PLAN
SCALE: 1/4"=1'-O"
WALL LEGEND
EXISTING CMU WALL
EXISTING INTERIOR WALL
NEW INTERIOR PARTITION WALL (FULL
WALL) 3-5/8" 25 GA. METAL STUD @ 16" O.0
SEE 1/A-1 FOR DETAIL
OCCUPANT LOAD CALCULATION
TOTAL AREA = 1,710 SF
KITCHEN AREA = 460 SF
100 SF PER OCCUPANT
KITCHEN OCCUPANT LOAD = 460/100 = 5 PERSONS
SALE AREA = 120 SF
100 SF PER OCCUPANT
SALE OCCUPANT LOAD = 120/100 = 2 PERSONS
DINING AREA = 600 SF
15 SF PER OCCUPANT
DINING OCCUPANT LOAD = 600/15 = 40 PERSONS
OFFICE/ STORAGE AREA = 50 SF
100 SF PER OCCUPANT
OFFICE OCCUPANT LOAD = 50/100 = 1 PERSONS
TOTAL OCCUPANT LOAD = 5 + 2 + 40 + 1 = 48 OCCUPANTS
DOOR SCHEDULE
SIZE
MATERIAL
REMARK
HARDWARE
10
3'-0"x7'-0"
GLASS
EXISTING
H-2,4
2�
3'-0"x7'-0"
STEEL
EXISTING
H-2,4
HC
EXISTING
H-1
®
3'-0"x6'-8"
HC
NEW
H-1,4
5O
3'-0"x6'-8"
WOOD
NEW DOUBLE SWING
DOOR HARDWARE SCHEULES
H-1: PRIVACY LOCKSET
H-2: KEYED LOCKSET
H-3: DEAD BOLT
H-4: AUTOMATIC DOOR CLOSER
H-5: LEVERED OPENER HANDLE
H-6: PANIC HARDWARE
REFLECTED CEILING LEGEND
SYMBOL
DESCTRIPTION
2' x 4' LAY -IN FLUOR. FIXTURE
El2'
x 2' LAY -IN FLUOR. FIXTURE
EM
EMERGENCY LIGHT
2)
EXIT LIGHT
EXIT- EM
EMERGENCY & EXIT LIGHT COMBO
OCCUPANT LOAD CALCULATION
TOTAL OCCUPANT LOAD = 48 OCCUPANTS
SEE SHEET A-1 FOR CALCULATION
MEANS OF EGRESS FBC 1003 - 1005
OCCUPANT LOAD, FBC TABLE 1004.1.2 PROPOSED MAXIMUM USE: 48 PERSONS
TRAVEL DISTANCE WITH EXISTING SPRINKLER 300 FT.
EGRESS WIDTH/PERSON SERVED 0.2"/PERSON - LEVEL
MINIMUM CLEAR OPENING DOORS 3211
TOTAL OPENING REQUIRED 0.2"/PERSON x 48 PERSON = 9.6" = 0.8'
TOTAL OPENING PROVIDED 12'-0" = OK
NUMBER OF EXIT 4 = OK
I.ULECTED CEILING PLAN
SCALE: 1/ 4"=1'-0"
LIFE SAFETY PLAN
SCALE: 114"= 4'-0"
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PROFESSIONAL SEAL
\�``��N Q U O�%/
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• No.70935
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Date: 11-26-18
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CAD FILE A-2
P KUJ EC'1'
DRAWING NU BER
A-2
DATE 11-20-18
A
rL/
LIGHTING PLAN
SCALE: 1/4"=1'-0"
n
LIGHT FIXTURE SCHEDULE
TYPE
SYMBOL
VOLI
LAMPS
REMARK
EX
EXIT LIGHT
120
LED INCLUDED
EM
�;_-J EM
EMERGENCY LIGHT - ELM2 N
120
LED INCLUDED
120
EMERGENCY & EXIT LIGHT COMBO
EXIT- EM
2 X 4 LAY -IN FLORESCENT LIGHT
120
GENERAL NOTES:
1. EXIT SIGN -RED LETTERS, WHITE FINISH, BATT. PACK LIGHTOLIER #LLC2URW WITH
EMER. FLOODS.
EMERGENCY LIGHTING - LIGHTOLIER #E5W (2-5.4w) TWIN LIGHT/BATTERY
BACK-UP. WALL MOUNTED, WHITE FINISH. MOUNT @ 108"AFF
LIGHTING PLAN NOTES:
1.) ASSURE ALL EXITING 120 VOLT BRANCH CIRCUIT FOR EMERGENCY WHITE
LIGHTING BATTERY PACK AND BACK UP OPERATED EXIT LIGHT. ALL
BATTERY OPERATED EXIT LIGHTS AND EMERGENCY WHITE LIGHTS SHALL
HAVE CAPACITY TO OPERATE FOR MINIMUM OF 90 MINUTES.
2.) ASSURE ALL EXISTING EMERGENCY AND EXIT LIGHTINGS TO CONNECT TO
LOCAL LIGHTING CIRCUIT AHEAD OF ALL SWITCHES.
DEVICE NOTE
= AUTOMATIC WALL SWITCH WITH BUILT IN LIGHT LEVEL SENSOR
SIMILAR TO WATTSTOPPER WI-200 MODEL
SO = CEILING MOUNTED OCCUPANCY SENSOR
MANUFACTURER: EXISITING
MAIN BREAKER: N/A
MAIN LUGS: 100 AMPS
K.A.I..C..: 22
MOUNTED: SURFACE
ELECTRICAL KEY
DESCRIPTION
ITEM
REMARKS
DUPLEX OUTLET
1p
120 VOLTS
QUAD OUTLET
oz
120 VOLTS
SINGLE OUTLET
2204
220 VOLTS
CEILING OUTLET
$ CL
120 VOLTS
FLOOR OUTLET
FL
120 VOLTS
WALL SWITCH (1-WAY)
$
S.P.S.T.
WALL SWITCH (3-WAY)
$3
CIRCUIT BREAKER NUMBER
#
TELEPHONE OUTLET PREWIRE
D
DATA OUTLET
JUNCTION BOX
0
BATHROOM EXHAUST FAN
ALL ELECTRICAL DESIGN AND INSTALLATION
SHALL COMPLY WITH 2O14 NEC
ALL RECEPTACLES IN THE KITCHEN AREA
SHALL BE GROUND FAULT INTERCEPTION
NAME: PANEL - B
3 PHASE
4 WIRE PROJJECT NAME: Laparra bakery
120/208 VOLTS PROJECT NUMBER:
FED FROM: EXIST.100 AMP FUSED DISCONNECT SWITCH
N
C
N
O
CKT
IDENTIFICATION
WIRE/COND
O
LOADIPHASE (KVA)
CIRCUIT BREAKER
LOAD/PHASE (KVA)
O
WIRE/COND
IDENTIFICATION
CKT
O
ENO.
D
D
NO.
E
S
E
E
S
A 6 C
TRIP
P
P
TRIP
A B
C
1
TENANST SIGN
2912, 1#12EG., 1/2"C
L
1.20 e �i
20
1
1
20
0.80 \u
_
L
2412, 1912EG., 112T
LIGHTINGS
2
3
SHOW WINDOW
2912, 1#12EG., 1/2"C
R
0.36 ggma\ ��
20
1
1
20
,,a ..r.. 0.40
L
2 #12, 9#12E.G., 9/2"C
LIGHTINGS
Q
5
FREEZER
2#10,1#10EG, 3/4'C
O
.;1 4 1.50
\\
30
2
2
30
\ a z I
1.00
O
2#10,1#10EG, 3/4"C
FREEZER
6
„
7
O
1.50
g
O
2.00\\
1
20
1 �0
O
2912, 1#12E.G., 1/2"C
REFRIGERATOR
'10
MIXER-1
2#10,1#10EG, 3/4'C
O
\11 2.00
30
2
u
11
,
; :��
SPARE ONLY
12
\ '
;
13
O
2 00 ���
SPARE ONLY
14
MIXER-2
2#10,'1#10EG, 3l4'C
30
2
15
O
2.00
ME, \
SPARE ONLY
16
�?
..: 1a
17
RECEPTACLES
2i#1z,1#12E G., 'il2"c��\
R
0:72
20
1
\
:.
SPARE ONLY
`
i8
19
SPARE ONLY
'8`
SPARE ONLY
20
2"1
SPARE ONLY
" �.,
\ . s .
SPARE ONLY
22
23
SPARE ONLY
SPARE ONLY
24
25
SPARE ONLY
I awmi�
SPARE ONLY
26
27
SPARE ONLY
'\?�
SPARE ONLY
28
29
SPARE ONLY
�:NOW WIN
� \y
SPARE ONLY
30
�.
31
SPARE ONLY
�; �`�`
��\
SPARE ONLY
32
33
SPARE ONLY
a �\
0
?�
SPARE ONLY
34
35
SPARE ONLY
,:� ,
SPARE ONLY
(
36
37
SPARE ONLY
,::
���t
2.50���
H
38
3
40
H
EXISTING
EXISTING 4-TON RTU
39
SPARE ONLY
��� t��\`�`�
_
2.50
40
41
SPARE ONLY
�, c
��
2.50
H
42
��......\�\
1 4.1 1 4.4 1 4I e I
TOTAL KVA PHASE A: 9.00
TOTAL KVA PHASE B: 8.46
TOTAL KVA PHASE C: 7.72
LIGHTING (L;
RECEPTACLES (R;
A/C HEATING (H;
A/C COOLING (C'
KITCHEN EQUIPENT (K;
LARGEST MOTOR (M;
OTHER (Q
CONN. LOAD
(KVA)
DEMAND
FACTOR
DEMAND
LOAD
(KVA)
2.4
1.25
3
1.08
NEC
1,08
7.5
1.00
7.5
0
1,00
0
0
NEC
0
0
1.25
0
14.2
1.00
14.2
if
1%A
1 4.:J 1 4 A 1 _3.5 I
TOTAL CONNECTED KVA: 25.18
TOTAL CONNECTED AMPS: 69.89
TOTAL DEMAND KVA: 25.78
TOTAL DEMAND AMPS: 71.56
GENERAL
SQUARE FOOT: LIGHTING LOAD:
LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO
(CONNECTED VS. TABLE 220.3a, NEC 2014.)
"LARGER A/C LOAD: 7.5 KVA
VA/SF I
ter- r
At 'Aj
e /��U
ELECTRICAL POWER PLAN
SCALE: I /LI"=1'-0"
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Date: 11-26-18
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CAD FILL E-1
PXOJEC'['
DKAWING NUMBL-'R
E®1
DATE 11-20-18
REFERENCE NOTES
O EXISTING 4-TON A/C ROOF TOP UNIT-RTU#2 TO REMAIN.
O EXISTING SUPPLY AIR AND RETURN GRILL TO REMAIN
0 EXISTING SUPPLY / RETURN AIR DUCT FROM RTU TO REMAIN AND
NOT SHOWN ON THIS PLAN
® EXISTING EXHAUST FAN EF-1 & EF-2 IN BATHROOMS TO REMAIN
HVAC KEY LEGENDS
EXIST.
Q EXISTING 2'X2' LAY -IN HVAC SUPPLY
AIR DIFFUSER REGISTER
EXIST.
EXISTING 2'X2' LAY -IN HVAC
RETURN AIR DIFFUSER GRILL
EXIST.
® EXISTING EXHAUST FANS IN BATHROOMS
HVAC NOTES:
I.THIS FACILITY HAS EXISTING 4-TON A/C ROOFTOP UNITS
(RTU-1 & RTU-2).
2. ALL EXISTING HVAC DUCT SYSTEM SHALL REMAIN AS IT IS. EXISTING
SUPPLY GRILLS MAYBE RELOCATED AS NEEDED.
MECHANICAL PLAN
SCALE: 1 /4"= I'-O"
0
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PKOFESSLONAL SEAL
No. 70935
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Date: 1 1-26-18
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CHECKED KL
CAD FILE M-j
I'Itmur
DRAWING NUNIBER
®1
DATE 11-20-18
L
PIPE LEGENDS
EXIST. 3" VTR
i
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I
I
I
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I `\
I
2" V I `
I i
I I
I I
I
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I i 2" V
I
ILAV
I I CONNECT TO EXISTING
I
SANITARY LINE
LAV
2„ I WC311
/ /3�=
WC3„
WASTE WATER RISER
/ G =
LAV
06
G
bWC
LAV v
NI
INSTA WH.
(TYPICAL)
FRESH WATER RISER
WATER DIAG RAm
PVC WASTE LINE
LENGTH TO SUIT
BRASS CLEANOUT PLUG
W/COUNTER SUNK HEAD
FINISHED GRADE
�16" SQUARE CONCRETE PAD
IN SIDEWALK (WHERE APPLICABLE)
TWO WAY CLEANOUT
R&G SLOAN PVC PART NO.3724
WASTE LINE
2-WAY CLEANOUT DETAIL (COTG)
SCALE:NTS
CONNECT TO EXISTING
SANITARY LINE
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CUT 8" W. CONCRETE TRENCH FOR
SANITARY AND GREASE PLUMBING PIPE.
AFTER PLUMBING WORK DONE, THEN
POUR 4" THICK. CONC, SLAB WITH 3000
PSI CONCRETE WITH WIRE MESH.
PROVIDE THERMAL TREATED FOR SOIL
AND VAPOR BARRIER PRIOR TO POUR
NEW CONC. SLAB
II
II
II
II
II
II
II
II
II
II
II
SANITARY :PLAN
SCALE: 1/4"=V-0"
CLEANOUT AND ACCESS
COVER. TOP OF COVER
TO BE FLUSH W/TOP OF
FLOOR
FLOOR CLEANOUT DETAIL
SCALE: NTS
FLOOR LINE
IN
E
) SUIT
INE
IIU DLIVV 11 VLL:MiVV 1
OCCURS AT END OF LINE
WALLCOVEF
AND SCREW
:FRESH WATER PIPNG PLAN
SCALE: 114"=P-0"
WALL CLEANOUT DETAIL
SCALE: NTS
MAY EXTEND AS
WASTE OR VENT
U)ALL
PLUGGED TEE
WITH CLEANOUT
FLOOR LINE
1/0 BEND
5ALANCE OF PIPING SAME
A5 FLOOR CLEANOUT
W-—•—SAN—®—
COLD WATER ( C-PVC SIZE SHOWN ON PLAN)
HOT WATER ( C-PVC SIZE SHOWN ON PLAN)
SANITARY LINE (PVC SIZE SHONW ON PLAN)
GENERAL PLUMBING NOTES:
1. VERIFY ALL EXISTING CONDITIONS AND EXACT
LOCATIONS OF ALL EQUIPMENT TO BE PLUMBED PRIOR TO
THE COMMENCEMENT OF WORK. COORDINATE ALL
WORK WITH ALL TRADES.
2. COMPLETE AND WORKING PLUMBING SYSTEMS SHALL BE
IN ACCORDANCE WITH THE 2017 FLORIDA PLUMBING
CODE AND LOCAL AUTHORITY HAVING JURISDICTION (AHJ).
3. PRESSURE AND HYDROSTATICALLY TEST THE PIPING, AS
APPLICABLE, TO INSURE THE ABSENCE OF LEAKS IN
ACCORDANCE WITH THE 2017 FPC
BUILDING/PLUMBING CODE. DISINFECT ALL DOMESTIC
WATER PIPING IN ACCORDANCE wrm THE 2010 FLORIDA
BUILDING/PLUMBING CODE.
4. NEW WASTE DRAIN AND VENT PIPING SHALL BE PVC DWV
TRENCHES SHALL BE BACKFILLED AND COMPACTED.
NEW CW AND HW PIPING SHALL BE CPVC PIPING EQUAL
TO FLO GUARD GOLD. WRAP NEW HOT WATER PIPING WITH
1" RA PER INCH (PER THE 2017 FLORIDA MODEL ENERGY
CODE) CELLULAR RUBBER INSULATION EQUAL TO
ARMSTRONG ARMAFLEX. NOTE: BRANCH PIPING LESS
THAN 12' MAY BE INSULATED WITH 1/2" INSULATION PER
SAME CODE.
5. SECURE ALL REQUIRED PERMITS AND PAY ALL
ASSOCIATED FEES.
NEW 4" THICK. CONC. SLAB MIN. 3000 PSI
COMPRESSIVE STRENGTH AFTER 28 DAYS W/
6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID
DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE
TREATED COMPACTED FILL
EXISTING CONC. SLAB
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P-I
-TYPICAL CONCRETE SLAB REPAIR
THERMOMETER UP TO FAUCET CONNECTIONS
��PROVIDE ESCUTCHEONS AT WALL
PENETRATIONS. (TYPICAL)
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i I NOTE:
SEE PIPING DIAGRAM FOR LOCATIONS
1 1 AND SUPPLY PIPE SIZES.
aWATTS MMV—US M1 (OR EQUAL)
FOR SINGLE SINK APPLICATIONS,
SUPPLIED WITH REMOVABLE PISTON AND THERMAL MOTOR,
SEPARATE CHECK STOPS, ROUGH BRONZE FINISH,
INSTALL IN SUPPLY PIPING BELOW FIXTURE.
SET TEMPERATURE AT 1107.
MIXING VALVE PIPING SCHEMATIC
FOR ALL HAND -SINK AND LAVATORY
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PROFESSIONAL SEAL
\\\\O\ ��1111IIIIIIIllii�����i
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_ No.70935
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Date: 1 1-26-18
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DRAWN KL
CIIECKED
CAD F1L.E P-1
PKOJECT
DRAWING NUMBER
p 1
DATE 11-20-15