HomeMy WebLinkAbout38710 5th Ave (3)5
N�
I.i.
W
U
r
co
'c
co
a
m
co
s
2
t
U
t
c�.
N
O
cn
C)
CV
a�
2-
0-
Go
co
CV
CA
ADA RESTROOM ADDITION
SITE PLAN
38710 5TH AVE
E HYRHILLS, FL 33542
26-24-20-00OOmO 1 200mOO70
ENGINEER OF RECORD
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
38806 PRETTY POND ROAD
Zephyrhills, FL 33540
Phone: (813)919-0665
Email: Mnealeng@yahoo.com
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
REVIEW LATE - - I . / a 2�p -I��� a'� —��o vj 1)�' f f
CITY OF ZEPHYR1-111 1 `: r '�r1G �Y�
BUILDING OFFICIAL.,- �/" f i S
NAB
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
DEMOLITION PLAN
3
SITE PLAN
4
GRADING PLAN
0)
L
i
U
a>
a>
C-
L
U
W
a�
U)
0
u)
CV
U)
U
0
n
c
E
0
ti
co
co
N
SAINT JOSEPH CATHOLIC CHURCH
ADA UPDATES
38710 5TH AVE
HYRHILLS FL 33743
PROPERTY ID NO. 11-26-21-0010-17100-0010
ENGINEER OF RECORD
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
38806 PRETTY POND ROAD
Zephyrhills, FL 33540
Phone: (813)919-0665 Email: Mnealeng@yahoo.com
PROJECT LOCATION
Sheet List Table
Sheet Number
Sheet Title
1
Cover
2
Project information
3
Demo Plan
4
Floor Plan and Life Safty
5
Foundation Plan and Roof Plan
6
Structural Notes and Details
7
Mens Interior Elevations
8
Womens Interior Elevations
9
Building Exterior Elevations
10
Building Exterior Elevations
11
Plumbing Plan
12
Plumbing Specifications
13
Electrical Plan
14
Electrical Notes & Details
15
Mechanical Plan
I HEREBY CERTIFY THAT I HAVE REVIEI^IED
THIS PLAN AND FOUND IT TO BE IN GOMPLIANGE WITH ASGE 1-I6 AND
THE 2020 BUILDING CODE ITH EDITION
Q,oN MA)(4/
No 86663
', STATE OF 1
J
ABBREVIATION LEGEND
4
AND
EXP
EXPAN51ON
N. I.C.
NOT IN CONTRACT
@
AT
EXT.
EXTERIOR
O.G.
ON CENTER
DIA
DIAMETER
FD
FIRE DAMPER
O.D.
OUT51DE DIAMETER
ACT
ACOU5TIGAL CEILING TILE
FIN.
FIN15HED)
OP6.
OPENING
AFF
A13OVE FIN[5H FLOOR
FLR.
FLOOR
OPP.
OPP051TE
F.O.
FACE OF
P. LAM.
PLA5TIC LAMINATE
A.F5.
AE30VE FLOOR 5LAB
F.O.B.
FACE OF BRICK
PLYND.
PLYHOOD
AHU
AIR HANDLIN6UNIT
F.O.P.
FACE OF P05T
P.T.
PRE55URE TREATED
ALUM
ALUMINUM
F.V.
FIELD VERIFY'
PVG
POLYTVINYL CHLORIDE
AN51
AMERICAN NATIONAL
GA.
GAUGE
R
RADIU5
APPROX.
APPROXIMATE(LY)
6ALV.
GALVANIZED
R.A.6.
REF.
RETURN AIR 6RII I F
REFER REFERENCE
B.O.
E30TTOM OF
6yP.
6yP5UM
REINF.
REINFORCING
CENTERLINE
6A.B.
6YP5UM KALL E30ARD
REOV
REWIRED
O.T.5.
GENTERLINE OF
HE3.
H05E 6166
R.O.
ROUGH OPENING
TENANT 5EPARATION
HOW
HARDINARE
50. FT. (5F)
5WARE FEET
CA
CONTROL JOINT
146T.
HM
HEIGHT
HOLLONMETAL
50. IN.
5WARE INGHE5
GL6.
CEILING
HT.
HEI 6HT
5HT.
5HEET
CLR
CLEAR
I.D.
IN510E DIAMETER
5HT5.
5HEET5
GMU
CONCRETE MA50NRY UNIT
I.F.5.
INTERIOR FACE OF 5TUP
5PEG5
5PECIFIGATION5
COL.
COLUM
1.5.
THAT 15 / 5UCH A5
5TL.
5TEEL
GOL5.
COLUMN5
IN5UL.
IN!5ULATION
50.
5WARE
Cowl.
COWGRETE
INT.
INTERIOR
T 4 6
TON60E AND GROOVE
CoNT.
CONTINOU5
JT.
JOINT
TELE.
TELEPHONE
T.O.
TOP OF
cl P.
COMMUNICATION PANEL
JAN.
JANITOR
T.O.B.
TOP OF BRICK
GPT
CARPET
lb.
POUND
T.O.5.
TOP OF 5TEEL
D5.
00146POUT
MATL.
MATERIAL
TYP
TYPICAL
DIA.
DIAMETER
MAX.
MAXIMUM
U.O.N.
UNLE55 OTHERW15E NOTICED
PTI-MET.
DETAIL
MFGR.
MANUFACTURER
VGT
VINYL GOW051TION TILE
E.F.5.
EXTERIOR FACE OF 5HEATIN6
MIN.
MINIMUM
VPF
VINYL PLANK FLOORING
EA
EXPAN51ON JOINT
MD.
MA50NRY OPENING
w
NITH
ELEG.
ELECTRIC. ELECTRICAL
MOD
MODIFIED
wo
HOOD
ELEV.
ELEVATION
MTL.
METAL
HHF
HELPED HIRE FABRIC
E.O.5.
EDGE OF 5LAB
NO.
NUMBER
VE3
VAPOR BARRIER
E.P.
ELECTRICAL PANEL
N/A
NOT APPLIGABI F
EQ.
EMAL
-6ENERAL NOTE5-
IT 15 THE RE5PON5IBILITY OF EACH 5UBGONTRAGTOR TO REVIEN ALL DRAHIN65,
PROJECT MANUAL, ADDENDA ETC, TO A55ME COORDINATION OF ALL HORK AFFECTING
EACH TRADE. FAILURE TO REVIEW ALL CONTRACT DOCUMENT5 FOR APPLIGA13LE ITEM5
OF NORK 5HALL NOT RELIEVE THE RE5PON51BLE PARTY FROM PERFORMING ALL NORK
REWIRED.
1. EX15TIN6 GONDITION5 - THE EX15TIN6 GONDITION5 5WVN ON THE5E DRANIN65 ARE
f3A5ED ON INFORMATION PROVIDED TO THE ENGINEER. THE CONTRACTOR 5HALL VERIFY
ALL EX15TIN67 GONDITION5 ON THE JOB 51TE, AND NOTIFY THE ENC71NEER OF DEVIATION5
FROM THE5E DRAWIN65 PRIOR TO FABRICATION AND IN5TALLATION OF THE HORK
2. L)RANING5 - THE5E [?RAHINC-6 5HALL NOT BE 5GALED. REFER TO DIMEN5ION5
INDICATED, ACTUAL 51ZE5 OF GON5TRUGTION ITEM5 OR OTHER METHOD OF LOCATING
CON5TRUGTION. HHERE NO DIMEN51ON OR METHOD OF DETERMINING A LOCATION 15
GIVEN, VERIFY CORRECT LOCATION HITH ENC71NEER TO PRIOR TO IN5TALLATION.
3. DIMEN51ON5 - DIMEN51ON5 ON PLAN5 ARE FROM FACE OF CONCRETE OR FACE
OF 5TUD IL UKLE55 NOTED OTHERH15E DIMEN51ON5 INDICATED A5 CLEAR 5HALL BE A
MINIMUM DIMEN51ON FACE TO FACE OF FIN15H MATERIAL5. FH: INDIGATE5 FACE OF
EX15TIN6 KALL.
ca
E
0-
L-
CL
C'4
cn
a)
a)
U)
0
cn
Q-
a)
CD
0
cn
C*4
LO
cn
a)
.ff
rl-
E
00
co
,7
C14
m
4. PRECAUTION5 - IF UNFOR5EEN CONDITION5 ARE 015COVERED IAHIGH
COULD GAU5E ADVER5E EFFECT5 UPON THE 5TRUGTURE OR IT5
OGCUPANT5, REPORT ANY 5UCH CONDITION IMMEDIATELY TO THE
ENGINEER. TAKE PREGAUTION5 TO PROPERLY 5UPPORT THE 5TRUCTURE.
THE CONTRACTOR 5HALL REPORT ALL HAZARDOU5 MATERIAL5
D15GOVERED TO ONNER ENGINEER AND AUTHORITIE5 HAVING
JUR15DIGTION
5. PLUMBING, MECHANICAL, ELECTRICAL, FIRE PROTECTION 5TRUCTWAL - BRING
TO THE ATTENTION OF THE ENGINEER, GENERAL CONTRACTOR AND ONNER ALL
GONFLIGT5 NITHIN THE V40W HITH PARTICULAR REFERENCE TO THE 5ERVIGE5
PERFORMED 13Y OTHER5.
6. EXIT AGGE55 - MAINTAIN FREE, 5AFE AND APPROVED MEAN5 OF EC-RE55 IN AND
Off OF PROJECT LOCATION IN ACCORDANCE V41TH REWIREMENT5 OF APPLIGA13LE
REGULATORY AG-ENGIE5
1. COORDINATION ADJU5TMENT - CONTRACTOR 5HALL COORDINATE ALL NEN
NORK HITH EX15TIN67 GONDITION5 AND A016T A5 REWIRED UPON ENC-71NEER5
REVIEN.
b. PROVIDE 50UW BATT IN9ULATION IN ALL NEH KALL5.
PRO-IEGT INFORMATION
SAINT JOSEPH GATHOLIG GHURGH
ADA IMPROVEMENT5
BUILDINO GODE SUMMARY:
THE FOLLOHIN& 15 ANALY515 OF APPLIGAE3LE 5EGTION OF THE FOLLOPqINC7 GODE5
LOGAL ORDINANGE5-GITY OF ZEPHYRHILL5, PA5GO COUNTY FLORIDA
E31JILDINO GODE: FLORIDA E31JILDIN& GODE--ITH EDITION (2020) E51JILDIN&
E3UILDINC-7 GODE(EXISTINO): FLORIDA E3UILDINO GODE--7TH EDITION (2020) EX15TINO BUILDIN6
PLUME31NO GODE: FLORIDA BUILDINO GODE--ITH EDITION (2020) PLUMBINO
ELEGTRIGAL GODE: NFPA -70, NATIONAL ELEGTRIGAL CODE (2020 EDITION)
MEGHANIGAL GODE: FLORIDA f3UILDINO GODE--lTH EDITION (2020) MEGHANIGAL
FIRE/LIFE 5AFETY GODE: FLORIDA FIRE PREVENTION GODE--7TH EDITION
FBG OCCUPANCY
TYPE:
(CHAPTER 3)
A55EMf3LY 67ROUP5 A-1,2,3,4 OR 5 (A-3)
MERGANTILE M (5ECTION 30ci)
E3USINESS 6RCUP E3 (SEGTION 504)
RESIDENTIAL R-I,2,5a4(SECTl0N 310(
EDUGATIONAL E
STORAOE 5-1 1 2 (SEGTION 311)
FAC,TORY-INDUST. (SEGTION E306)
UTILITY $ M15G. U(SEGTION 312)
HAZARD (SEGTION 30-7)
DAYGARE D (SEGTION 313)
INSTITUTIONAL (SECTION 30b)
MIXED OGGUPANGY
NEN ADA RE5TROOM
ALLOVED(FT)
AGTUAL(FT)
ALLOKAj3LE HEIGHT
AND BUILDING
AREA5
(5EGTION 503 44)
BA5EP ON M05T RE5TRIG. OCCUPANCY (x)
55
MAXIMUM HEI C-7HT IN FEET FROM 6RADE
MAXIMUM NO. OF 5TORIE5
AREA ALLOVED
MODIFICATION
GALGULATION5
(5EGTION 504 4
506)
NA NON-51FRINKLED
ALTERATION
LEVEL
5EGTION &01
(EX15TIW-7 BUILDING)
ALTERATION LEVEL I
ALTERATION LEVEL 2 (xl)
ALTERATION [ EVEL 3
LEVEL 2 ALTERATION5 INCLUDE THE REGONFIC-URATM OF 5PAGE WITH THE ADDITION OF NEH 24 X 30
ADA RE5TROOM.
GON!5TRUGTION
1YPE
(CHAPTER b)
TYPE I (A)
TYPE III(A)
TYPE V (D)
TYPE I (B)
TYPE III(B) (X)
MIXED GON5TRUGTION:
TYPE I I (A)
TYPE I\,/
TYPE I I (B)
TYPE V (A)
FIRE RE515TAW-,E
RATIN65
(TABLE bOl)
5TRUCTURAL ELEMENT
REGUIRED
PROVIDED
EXTERIOR BEARINONALL5
2
NA
NA
EXTERIOR NONE3EARINO VsIALL.5
0
NA
NA
INTERIOR E3EARINC-7HALL5
0
NA
NA
INTERIOR NONE3EARIN6 HALL5
0
NA
NA
INTERIOR NON13EARINC7 PARTITIONS
0
NA
NA
E3EAM5, OIRDER5, TRU55E5
0
NA
NA
ROOF5-ROOF/GEILINO
0
NA
NA
FLOOR 5EPARATION
NA
NA
NA
TENANT 5EPARATION
NA
NA
NA
STAIRHAY GON5TRUGTION
NA
NA
NA
GORRIDOR5
NA
NA
NA
DUGT V40RK VERTICAL 5HAFT
NA
NA
NA
HAZARD OF GONTENT5: ORDINARY
FIRE ALARM/MONITORIN& 5Y5TEM DE51 ONED FOR OENERAL EVAGUATION
EXIT DOOR5(NFPA
101 CHAPTER -7)
-7.10.13
TAGTILE 5163NAOE AT EAGH EXIT DOOR TO READ A5 "EXIT"
5PRINKLERED
(CHAPTER q)
5PRINKLERED: YES() NO(X) TYPE: NFPA13() NFPA15R()
5TANDPIPE5: YES() NO(X)
OCCUPANT LOAD
(CHAPTER 10)
MAXIMUM FLOOR AREA ALLOKANGE (TABLE 1004.5) OGGUPANT LOAD
5EE FLOOR AREA/OGGUPANT TAf3LE, TH15 5HEET I&
REWIRED
PROVIDED
MEAN5 OF EC-RE55
(CHAPTER 10)
1005.1
EGRE55 HIDTH PER PER50N 5ERVED
0.3 IN 5TAIR5 NA
NA
0.2 IN DOOR (10")
3211
100b
MIN. CLEAR OPENING OF EXIT DOOR!5
32 INCHE5
3211
100cl.1
MIN. 5TAIR WIDTH
36 INGHE5
4&u
1016.1
MAX. TRAVEL 015TANGE TO EXITAMPRINKLERED)
-75 FEET
101-7.2
MIN. GORRIDOR/A15LE HIDTH
44 INGHE5
NA
TOTAL EXIT5
I
I
FLOOR AREA/OGGUPANG"r TABLE
SAINT J05EPH GATHOLIG GHURGH
ADA I MPROVEMENTS
AREA(5F) OGGUPANT LOAD OGGUPANT GOUNT
NEk4 ADA E3ATHROOM &64 50 5F/OGGUPANT I&
TOTAL l0b4 lib
PLUMBING
FIXTURE COUNT
FLORIDA BUILDING
GODEOTH EDITION)
PLUMBING
OCCUPAWGY
TYPE
OCG.
COUNT
W.C.
MENMOMEN
LAVATORIE5
5HOPER5
DRINKING
FOUNTAIN
5ERVIGE
5INK
REQ'D
m/w
ACTUAL
M/W
REQV
ACTUAL
REQt)
ACTUAL
REQV
ACTUAL
REQV
ALTUAL
A55EME3LY A-3
115
032
1
OAO
1
0
0
0.3(b
1
1
1
I HERE13Y CERTIFY THAT I HAVE REVIEPED
TH15 PLAN AND FOUND IT TO 13E IN COMPLIANCE HITH A5GE I -lb AND
THE 2020 BUILDING CODE ITH EDITION
Ott MA)(*
-fe x
-ENs�
No 86663
E
0
q
0
uj
(D
0
0
Lu
<
Lu 0 CD
W :t
cl L,
cli
E
Lu
u-
0
z c)
z z 0 -j
LL.
Lu
C.')
Lu
LL,
cl,<0
CL
< C)
(5
Lu
00
co
0 cl)
0
1
LL
LO
110
co
C?
�2
0
z
0
N
04
;�
Z
Z
v-
T-
3c
2
6
z
15
w
z
Ix
0
C3
C)
C)
C)
Lu
>
m
0 <
C)
0 LO
-j
LL
cd
j
_j
<
C)
00
U)
w
Lu
uj 0�
U)
0
w
z
cl)
0
Cir-
o
LL
z
111--
C)
Lu
0
DRAWING
E
CD
C/)
U)
0
C/)
cn
C.3
A)
2
E
C)
r-�
V7
00
CC)
'I":
C14
DEMOLITION GENERAL NOTE5
11. THE INTEC7RITY OF THE FIRE/5MOKE COMPARTMENT5 5HALL 13E
1. IT 15 THE INTENT OF THE GONTRAGT DOGUMENT5 TO PROVIDE FOR ALL REWIRED
b. EX15TI% 5Y5TEM5: ALL EX15TI% 5Y5TEM5 5UGH A5 ALARM5, ELEGTRIGITY,
11. DEMOI-15HED MATERIAL5: EXCEPT WHERE NOTED OTHERW15E OR A5 IN5TRUGTED BY
MAINTAINED AT ALL TIME5 DURIN6 THE GON5TRI)GTION PROGE55. DURIN65
DEMOLITION TO BE PERFORMED, WITHOUT 5PEGIFIGALLY ADWE551W5 EAGH AND EVERY
FIRE IRRIC7ATION 5PRINKLER5, ETG. 5HALL REMAIN AGTIVE AT ALL TIME5 PURIN6
THE OWNER, ALL MATERIAL5 BEIN6 DEMOL15HED, INGLUDINC-7 EQUIPMENT AND ARTIGLE5 OF
PHA5ED GON5TRUGTION, 5HOULD BE FIRE/5MOKE BARRIER BE REMOVTD,
ITEM. GONTRAGTOR TO PROVIDE FOR ALL INCODENTAL AND A550GIATFD DEMOLITION
DEMOLITON AND GON5TRUGTION, ANY EXGEPTION TO TH15 5HALL BE
VALLE 5HALL BE REMOVED FROM THE PROPERTY AND LEC7ALLY DI5PO5ED OF. REMOVE
EITHER A PERMANENT NEW BARRIER OR TEMPORARY BARRIER MEETIN65 THE
REQUIRED FOR RENOVATED OR NEW WORK TO BE GON51DERED GOMPLETE
GOORDINATED WITH OMER AND ENC71NEER PRIOR TO THE NEED
ALL M15GELLANEOL15 MATERIAL5, REQUIRED FOR NEW GON5TRUGTION. ARTIGLE5 OF NO
REQUIREMENT5 OF THAT BARRIER H41GH 15 BEINC7 REMOVED 5HALL 13E
VALLE, INGLUDI% TRA5H DEBR15, WA5TE MATERIAL5, ETG., 5HALL BE IMMEDIATELY
GON5TRUGTED BEFORE THE EX15TI% BARRIER 15 REMOVED.
2. DEMOLITION KEYNOTE5, REFER TO KEYNOTE LEG -END FOR EXPLANATION OF EACH
1. GONFLIGT5: ANY GONFLIGT5 FOUND WITH EX15TINC7 GONDITION5 AND
REMOVED FROM THE 51TE AND 015PO5ED OF IN A LEC7AL, APPROVFD MANNER
NUMBERED ITEM ON T14E DEMOLITION PLAN. 5PEGIFIG DEMOLITION ITEM5 ARE NOT TO BE
REQUIREMENT5 FOR NEW GON5TRUGTION5 5HALL BE IMMEDIATELY I3ROUC7HT TO THE
GON510ER ALL INGLU51VE OR GOMPLETE IN THEM5ELVE5. ADDITIONAL DEMOLITION NOT
ATTENTION OF THE EN6INEER AND OWNERS REPRE5ENTATIVE. IF THE GONFLIGT
12. REPAIR: REPAIR ALL DEMOLITION PERFORMED IN EXGE55 OF THAT REQUIRED AT NO
I& IF DURIN6 THE DEMOLITION PROGE55, THE GONTRACTOR ENGOUNTER5
DIREGTLY IWIGATED MAY BE REQUIRED TO AGHIEVE THE DE51RED RE5ULT.
AFFEGT5 THE PROC-iRE% OF THE WORK VERIFY WITH EN61NEER A 5OLUTION
ADDITIONAL G05T TO THE OWNER.
DAMAC7E AFFEGTIW5 THE INTEC7RITY OF ANYEX15TIWv RATED
NEGE55ARY PRIOR TO PROGEEDI% WITH THAT PORTION OF THE WORK.
WALLftMBRANE, HE 5HALL REPAIR 5UGH DAMA&E IN ORDER TO RETURN
3 51TE V15IT: PRIOR TO BIDDIN65, THE GONTRAGTOR 5HALL V151T THE FAGILITY AND
GOORDINATE ALL TRADE5 TO A5GERTAIN NO FURTHER WORK WILL 13E IMPAGTED BY
THE GONIFLIGT OR IT5 5OLUTION.
13. 015PO5AL: REMOVE FROM 51TE ALL GONTAMINATED, VERMIN-INFE5TED OR
WALL/MEMBRANE TO IT5 INTENDED FIRE/5MOKE RATINC-7.
THOROU6HLY FAMILIARIZE THEM5ELVE5 V41TH EX15TINC7 GONDITION5. NO GLAIM5 FOR
DAN6EROU5 MATERIAL5 ENGOUNTEWD AND 015PO5E OF BY 5AFE, APPROVED MEAN5
ADDITIONAL WORK DUE TO UNFORE5EEN GONDITION5 WILL BE GON51DERED.
b. REMOVE AND REPLAGE EX15TINC7 GON5TRUGTION A5 NEGE55ARY TO GOMPLETE THE
50 A5 NOT TO ENDAN6ER THE HEALTH OF WORKER5 AND PUBLIG. BURNIN6 OF
1q. FIRE ALARM AND 5MOKE DETECTION 5Y5TEM5 5HALL REMAIN AGTIVE
MECHANIGAL, ELECTRICAL AND PLUMBIN6 DEMOLITION WORK AT TH15 FLOOR LEVEL,
MATERIAL5 ON 51TE 15 NOT PERMITTED.
DURINC7 THE ENTIRE GON5TRUGTION PROCE55.
4. ADDITIONAL ITEM5: FOR DEMOLITION AND PRA51NC2, WHERE INDIGATED, REFER TO
A13OVE AND BELOW. EXAMPLE: PENETRATE AND PATGH 5TRUGTURAL FLOOR5,
MECHANIGAL, ELE( TRIGAL OR PLUMBIN6 ORAN[% AND 5PEGIFIGATION5 FOR ADDITIONAL
PARTITION5, GEILINC7 AND FIRE PENETRATION5 FOR MEGHANIGAL, ELECTRIGAL AND
14. GOMPLETION OF GON5TRUGTION PHA5E5: REMOVE ALL DEMOL15HED MATERIAL5,
20. IF THE FIRE ALARM 5Y5TEM 15 TO BE 5HUT DOM MR. HORAN 5HALL BE
INFORMATION 5PEGIFIG TO EAGH TRADE.
PLUMBIN65 PENETRATION5. 5EE 5HEET P-ID.
TOOL5, EQUIPMENT, ETC., FROM THE 51TE UPON GOMPLETION OF THE WORK. LEAVE 51TE
(XXX) XXX-XXXX MU5T BE NOTIFIED 24 HOUR5 IN ADVANGE OF 5HUTDOWN
IN GONDITION AGGEPTABLE TO THE ARGHITEGT AND OHNER�5 REPRE5ENTATIVE, AND
5. DEMOLITION WORK: GARRY OUT DEMOLITION WORK TO GAU5E A5 LITTLE INGONVENIENCE
q. 5TRL)GTURE: PREVENT MOVEMENT OR 5ETTLEMENT OF 5TRUGTURE PROVIDE AND PLAGE
READY FOR THE NEXT PHA5E OF WORK
TO ADJAGENT OGOUPIED BUILDIN6 AREA5 A!5 P055113LE. DEMOL15H IN AN ORDERLY AND
BRAGIN6 OR 5HORI�16 AND 13E RE5PON515LE FOR 5AFETY AND 5UPPORT OF 5TRUGTURE
GAREFUL MANNER A5 REQUIRED TO AGGOMMODATE NEW WORK. PROTEGT EX15TIN6
A59JME LIA131LITY FOR 5UGH MOVEMENT, 5ETTLEMENT, DAMAC7E OR IKJJRY. GEA5E
21. PROVIDE TEMPORARY EMERC-ENGY EC-RE55 LIC-1-ITIN6,51 C-7NAC7E, FIRE
5UPPORTIN6 5TRt6TURAL MEMBER5. PERFORM DEMOLITION IN AGGORDANGE WITH
OPERATION5 AND NOTIFY THE EN61NEER IMMEDIATELY IF 5AFETY OF THE 5TRUGTURE
15. GONTRAGTOR 5HALL ROUTE/5GHEDULE DELIVERY OF CON5TRUGTION MATERIAL5 A5
ALARM DEVIGE5 AND EXTINC-705HER5 A5 REQUIRED
APPLIGA13LE AUTHORITIE5 HAVIN6 JUR150IGTION. 5GHEDULE ALL DEMOLITION WORK WITH
APPEAR!5 TO BE ENDAN6ERED. TAKE PREGAUTION5 TO PROPERLY 5UPPORT THE
WELL A5 THE REMOVAL OF GON5TRUGTION DEBR15 TO MINIMIZE IT5 IMPAGT TO
OMER PRIOR TO 5TART OF THE WORK. C-7ENERAL CONTRACTOR 5HALL GOORDINATE ALL
5TRUGTURE. 00 NOT RE5UME OPERATION5 UNTIL 5AFETY 15 RE5TORED.
ADJACENT OCCUPIED AREA5.
TRADE5 TO EN5URE THE WORK 15 PERFORMED IN TIMELY MANNER A5 5GHEDULED
10. PROTECTION: EXERG15E GARE OURIN6 WORK TO PROTEGT EX15TINC7 GON5TRUGTION TO
REMAIN. REPAIR TO EX15TINC7 GON5TRUGTION OLE TO DAMAC7E 5HALL BE DONE AT NO
Ib. GONTRAGTOR 5HALL 5WE-EP AND DAMP MOP FLOOR5 ALON65 AREA5 OF MATERIAL
G05T TO THE OWNER.
MOVEMENT TO LIMIT THE 5PREAD OF 005T AND DEBR15 THROU6HOUT THE OGGUPIED:
AREA5
DEMOLITION KEY -
REMOVE EX15TING DOOR, FRAME TO
REMIAN
REMOVE EXI51% GANOPY AND A550GIATED 5LAB 4
5TAIR5
G) RELOCATE EX15TI% AG GOVEN5ER A5 5HOHN
ON 514EET 3.
REMOVE EX15TIN6 5LAB AND FOUNDATION
REMOVE EX15TIN6 51DEWALK
G) REMOVE EX15TINC7 A5PHALT A5 REQUIRED
(D REMOVE EX15TINC7 PLANTER WALL
LEGEND
""I
1/4" = 1'-0"
I HEREBY CERTIFY THAT I HAVE REVIEWED
TH15 PLAN AND FOUND IT TO BE IN GOMPLIANGE WITH A5GE I -lb AND
THE 2020 BUILDIN6 GODE ITH EDITION
OJA MAX*
No 86663
>q ><
E
cu
CD
a
A�
Lj
cu
CD
a
C11
co
(.0
0
C)
Lu
Cl)
w <
L'
m
E
Lu
LL.
C) L0
c)
z M
z z 0 -j
0
CL LL.
x LU
U)
Lof
u
Lu
cu L:,Zj L
of
2
cr)
't
< CD
0 00
C: 00
cn
Lu
0 R
0
i
LL
L0
CD
C.D
C?
0
CL
z
0
C14
C14
N-1
00
Z
z
L0.
LLOLL
2<z
2:
C)
0
c)
CV)
C)
—j <
>
0 <
LL
0
LC)
0
< C>
C)
00
U) m
Lu
Lu
Lu
U)
0
w
z
C/)
0
Lu
0
DRAWING
ca
[1)
CD
cu
cn
16-
cn
0-
w
cn
cn
U,)
cn
t5
a)
C=
E
c:)
pl-:
17
00
(D
,r,:
c%j
I F-
-------------------------
MAXIMUM TRAVEL DI5TANGE=53'-b* MEN5
ROOM
El OF
0
M 2 2
PLUMBING CHASE
�(D 0
HOMEN5
ROOM
TRAVEL DI5TANGE=42'-q"
-i
R))
TYPE 5YM5
MOUNTED TO WALL
T
EXIT 015GHARC-7E
LIFE 5AFTY PLAN
V,V - P-0,
PEI
LIFE 5AFETY LEGEND
EXIT ROUTE
I-HR FIRE RATED WALL EXIT LI 644T - ARROWS, A5 INDIGATED, 5FLADIN6
DENOTE5 FACE ORIRNTATION
--Mm-- EXIT D15GHAR67E TACTICAL 516N
REGE55EII FIRE EX5TIN11115HER CABINET, MAX'. 5EE
5PAGIN6 TO EXCEED 15'. 5EE FLOOR PLAN5 FOR
LOAGTON AND DETAIL q1A-Ib.O MIN. 3A40BG TRU55-TYPE NOTICE
<8> WALL MOUNT FIRE EX5,TIN,671,115HER, MIN 3A-4OBC �XD
K KITCHEN FIRE EXTIN6UI5HER 5EE ELECTRICAL PRANINC-5 FOR ADDITIONAL IFORMATION
ON EXIT 516N5, 5MOKE E)EGTEGTOR5,
AND EMERGENCY LIGHTING.
EX15TINC7
5TAINED 6LA55 1/4" V-0"
3bI WINDOW
-ON
4030 4030 3b 5H
16-4n CLEAR GHAN61146
TABLE
0 F0 Q,
MEN ROOM
? CEILING Il'-O" ADA DRINKING,
21-11" IL1�1- 21-111 11, 21-111 11,
FOUNDTAIN
4E
x
0
4 __b4H
Q?
U)
EX15TINC7 OPENING
GL05ET
1, 5TAINED r7LA55
CEILING ll'-O" WINDOW ABOVE
PLUMBING CHASE
OFE) VE5TIBULE
CEILING ll'-O"
1-1 Ll
0
1 jokh .4 1
CHANGING
7T HOMEN5 ROOM TA13LE
OFO
CEILING ll'-O"
1p
ENTRY
4030 4030 CEILING III -am
ql-2 H W-40
3--10�-
101-1
FLOOR PLAN
Ve - 1`1-�
HALL LEGEND
NEW 4 I/2K METAL 5TUD HALL
NEW b 1/2" METAL 5TUD WALL
NEW a- GMI) WALL
EX15TINC7 WALL TO REMAIN
GENERAL NOTES
- INTERIOR DIMEN51ON5 ARE FACE TO FACE OF 6YP5UM E30ARD AT ALL EX15TINC-7
KALL5 AND NEW HALL5 TYPICAL.
GENERAL CONTRACTOR TO FIELD VERIFY EX15TIN6 DIMEN51ON5 AND CONDITION AND
NOTIFY EN61NEER OF ANY GONFLICT5 PRIOR TO RE9JMIN6 5GOPE OF HORK.
I HERE13Y CERTIFY THAT I HAVE REVIEWED
TH15 PLAN AND FOUND IT TO 13E IN COMPLIANCE WITH A5GE I -lb AND
THE 2020 BUILDING GODE ITH EDITION
�,qXA IVIAX,��
No 86663
STATE OF
E
0
0
0
cc
uj cl,
a)
0
C)
U-1
cu Ly 0
Of
LL-
LO
cl)
c)
z z 0 —1
a-
0
Lu
x uuj) ce
co 2f r
LLI Lij -E
w
UJ
2 -ir:,
i ca A
< c:)
0
co
0 06
EE Ce)
0
Lc)
-i
(D
co
C?
z
0
04
OD
z
w
Z
z
tw
z
0
0
C)
ce)
<
>
0
ILL.
0
0 LID
C6
C) 00
cn m
LLI
Lu
Lu w
c/)
0
Lu
c/)
LL.
U)
Lu
0
0
1
LL.
DRAWING
4
1XVITA-13
C
Ca
co
_0
0
U_
U-)
En
a)
Cn
Cn
0_
W
Cn
Cf)
LO
Cn
t5
(D
E
C:>
00
C.0
M
TRU55E5
@ 24" O.G.
4 — — tt-- — -41— — 4 — — It— — -41— — 41- — 1 11
ROOF PLAN
V4*-I'-W
— — IL -1
VENTED
5OFFIT
IN
RID61E
14-
= � ;r�
11 oil
,Y-4N
Lm
IM
71
111-411
F_
4" 3" P51 CONCRETE 5LAB HIbuXbOX10110 ME5H
— — — — — — — — — — THROWHOUT OR FIBER OVER 6 MIL V15OLEEN
VAPOR BARRIER OVER CLEAN COMPACTED AND
TREATED 501L
FOLNOATION PLAN
VW-I'l-tr
I
L
10 NJ
q'-5ju
OMMM� I
���_NMM
-1
IN
7
n
loa-01M
MATCH EX15TING
FLOOR El EVATION
F-7 -
NEI
N F
_j
T1
b'-Oj"
M 0 0
21-IOu 1, 21-41'
loll 0 1
' L-Mi IL -il LEI I
5'-2j" 5'-4j"
0
1/4"
Basic Buildin2 Structural Information
This table was prepared wsing Windload Calculator Plus Sofiware available tioni w,�Nw.windcalcs.coin
This information was created in accordance with Chapter 16 of the 2020 Florida Building
Code. The Component and Cladding Pressures were generated using the method in Part 2 of
Chapter 30 of ASCE 7-16.
Floor & Roof Live Loads R-3 - Single -Family Dwellings
Attics: 20 psf w/ storage, 10 psf w/o storage
Habitable Attics, Bedroom: 30 psf
All Other Rooms: 40 psf
Garage: 40 psf
Roofs: 20 psf
(Balcony and Deck live loads are 150% of the adiacent space served.)
Wind Design Data
Ultimate Wind Speed: 137 mph Nominal Wind Speed: 106 mph
Risk Category: 11 Wind Exposure: B
Enclosure Classification: Enclosed End Zone Width (a): 4.00 ft,
Internal Pressure Coefficient: 0. 18 Roof Geometry: Gable
Roof Slope: 4.0 in 12 ( 18.40 Mean Roof Height: 16 ft.
(The Ultimate Wind speed was used to determine the Component and Cladding design
pressures.)
(This Building is not in a Wind-Bome Debris Region, and opening protection is not
required.)
Roof Zone 1:
Roof Zone 2e:
Roof Zone 2n:
Roof Zone 2r:
Roof Zone 3e:
Roof Zone 3r:
Overhang at Roof Zone 1:
Overhang at Roof Zone 2e:
Overhang at Roof Zone 2n:
Overhang at Roof Zone 2r:
Overhang at Roof Zone 3e:
Overhang at Roof Zone 3r:
Wal I Zone 4:
Wall Zone 5:
Design Soil Bearing Capacity:
+18.2 psf max.,
-55.6 psf min.
* 18.2 psf max.,
-55.6 psf min.
* 18.2 psf max.,
-81.1 psf min.
+18.2 psf max.,
-81.1 psf min.
+18,2 psf max.,
-81.1 psf ruin.
+18.2 psf max.,
-96.3 psf min.
-63.7 psf min.
-63.7 psf min.
-89.2 psf min.
-89.2 psf min.
- 104.5 psf min.
- 122.4 psf min.
+30.1 psf max.,
-32.6 psf min.
+30.1 psf max.,
-40.3 psf min.
2,000psf
I HEREBY CERTIFY THAT I HAVE REVI&ED
TH15 PLAN AND FOUND IT TO 13E IN COMPLIANCE HITH A5GE -7-16 AND
THE 2020 BUILDIN67 CODE ITH EDITION
MA)(*
NS--
No 86663
-A STATE OF
E
0
q
0
0
Uj
CD
CID
a)
CIO
Q0
C.0
0
C
Uj
10
&
LU 0 C)
M W ,t
E
LU
LL.
0 U-)
z Cl)
Cl)
z z 0 _j
0
X
LW
LU
Cu
2
0
<
C: 0 00
Cl)
LU
0 E
0
i
LL.
LC)
to
CID
z
0
C/)
C4
C*4
'*11
le
Z
CK
Z
z
z
Ir
-0.
0
0
C.)
_17
C)
0
c)
ce)
C)
CV)
< LU
>
0 <
M
_j
LL
0 U-)
0
iu�
0
00
W
LU
LU W
U)
0
W
F_: M
U)
LL_
C)
C)
Of
M
C)
LL_
DRAWING
5
(D
cn
0
L
t5
C/)
co
a)
U)
0
co
cn
0
Cf)
04
u')
cn
E
C)
r--:
'r7
co
C.0
'W7
m
STRUGTURAL NOTES
DESIGN GOI)E:--------ITH
EDITION 2020 FLORIDA BUILDING CODE
DESIGN LOAD5
AGTUAL AND UNIFORM
HIND LOADING: (A5GE 111b)
BA516 HIND SPEED -----
____W MPH
IMPORTANCE FAGTOR__
___i.00
MEAN ROOF HEIGHT_
lb.0 FT
ROOF PITCH
4/12
BUILDING CATEGORY
EXP05URE GATE6ORY__ __13
ENGLO5URE CLA551FIGATION — - — ------- — ENCLOSED
INTERNAL PRE55LRE GOEFFIGIENT__ I&
TWITI , DO m. 1507,
FILL TO BE GOMPAGTED TO 45% OF MAXIMUM DENSITY AS DETERMINED BY A5TM 0-1551. PLACE
FILL IN LAYERS OF b" THICK MAXIMUM I UNDER THE DIRECT 5LPERV15ION OF THE 6EOTEGHNIGAL
ENGINEER.
TESTS FOR DEGREE OF GOMPAGTION SHALL 13E DETERMINED 13Y THE A5TM 0-155b OR A5TM
0-2q22 TEST METHODS. 065ERVATION AV FIELD TESTS SHALL BE CARRIED ON OWING FILL
AND BAGKFILL PLACEMENT BY 6EOTEGHNIGAL ENGINEER TO A5515T THE CONTRACTOR IN
OBTAINING THE REQUIRED DECREE OF GOMPAGTION. IF LESS THAN C15 (U.O.N. IN SOILS REPORT)
PERCENT 15 lk,)IGATED, ADDITIONAL GOMPAGTION EFFORT SHALL 13E MADE HITH ADJUSTMENT OF
THE M015TURE CONTENT AS REQUIRED COMPACTION 15 OBTAINED.
REINFORGED CONCRETE
CONCRETE: (PER AGI 30) 1 MA50NRY: (PER TM5 402/602-16
COMPRESSIVE STRENGTH REQUIRED, U.O.N.
SLAB ON GRADE f(,=3000 P51
ALL OTHER CONCRETE fc=3000 P51
ALL CONCRETE WORK SHALL GONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF AGI
315 AND AGI 301. CONCRETE MIX DE516N55HALL BE SUBMITTED FOR THE REVIEW AND
APPROVAL OF THE STRUCTURAL ENGINEER
UNLE55 OTHERW15E SHOWN ON DRAWING-5, MINIMUM GOVER FOR REINFORCING SHALL BE AS
FOLLOWS:
5LAE35 ON GROUND CENTERED
ALL HOOKS IN REINFORCING BARS SHALL BE AGI STANDARD HOOKS.
ALL CONCRETE REINFORCEMENT SHALL 13E DETAILED, FABRIGATED, LABELED, SUPPORTED
AND SPACED IN FORMS AND 5EGUREP IN PLACE IN AGGORDANGE WITH THE PROGEDURE5
AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD
PRAGTIGE FOR DETAILING REINFORCED CONCRETE 5TRUGTURE5', AGI 315.13AR 5UPPORT5
SHALL BE PLASTIC DIPPED AFTER FABRICATION.
ALL REINFORCING SPLICES SHALL GONFORM TO THE REQUIREMENTS OF THE LATEST EDITION
OF AGI 30, BUT IN NO CASE SHALL BE LE55 THAN 40 BAR DIAMETERS, U.O.N. ALL WELDED
HIRE FA13RIG SHALL 13E LAPPED TWO (2) MESH PANELS AND TIED SECURELY. WHERE REGK)IRED,
DOWELS GREATER, AND NOT SPACED MORE THAN 45" O.G. A MINI MUM OF THERE (3) SUPPORT
BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH SUPPORT BAR SHALL 13E PROVIDED FOR
TOP BARS. SUPPORT BARS AND EN05 OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN
I'-b" PAST OUTBRM05T CHAIR OR SUPPORT BAR
ITW17:*72117
1 P WMW�
ALL RETROFITS DOWELS 5HALL BE DRILI ED AND GROUTED IN PLACE
USING ITH RAM15ET/REDHEAD EPGON CERAMIC b EPXOY ANGHORIN6 SYSTEM OR APPROVED
EQUAL THE APPROVED EQUAL ANCHORING SYSTEM MUST MEET OR EXCEED ALL STRENGTH
MUST MEET ALL REQUIREMENTS OF A5TM GERIGAMIG b. THE APPROVED EQUAL ANCHORING
SYSTEM MUST MEET ALL REQUIREMENTS OF A5TM SYSTEM SHALL BE A TWO PART 5Y5TEM
BLENDED TO THE CORRECT MIXTURE IN A MIXER NOZZLE. INSTALL ANGHORIN6 5Y5TEM
ACCORDING TO MANUFACTURER REQUIREMENTS AND RECOMMENDATIONS
STRUCTURAL STEEL
DETAIL, FABRIGATE, AND ERECT ALL 5TRUGTURAL STEEL IN AGGORDANCE WITH A15G 5PEGIFAGTION
FOR DESIGN, FABRICATION AND EREGTION OF STRUCTURAL STEEL FOR BUILDINGS.
ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE A.15L "5PEGIFIGATION FOR DE51 6N,
FABRIGATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION AND
ALL STATE AND LOCAL BUILDING REQUIREMENTS
ALL ANGLE CHANNELS, PLATES, ETC, UNLE55 OTHERW15E NOTED, SHALL A5TM A3b, F�=361<sl
DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN AGGORDANGE WITH A15G SPECIFICATION
FOR DESIGN, FA13RIGATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING.
WELDING: ALL HELDINC715 TO BE DONE BY PREQUALIFIED HELPERS, HOLDING CURRENT CERTIFICATE
FROM A RECOGNIZED TESTING LABORATORY. ALL WELDS ARE TO BE PER A.H.5. CODE, LATEST
EDITION. ALL HELPS SHALL BE 311b, MINIMUM FILLET HELPS U.O.N. OR AS REQUIRED BY DESIGN
ELECTRODES SHALL BE E-IOXX.
M15GELLANEOL15 STEEL: ANGLES EM13EDDED IN CONCRETE SHALL HAVE 311b" HOLES @ 4'-0" OL.
FOR ATTACHMENT TO FORMS. ANCHOR5 SHALL BE 1/2' DIAMETER, 5' LONG WITH HEAD AT 3'-0"
O.G. UNLE55 OTHERN15E NOTED.
5TRLIGTURAL GROUT SHALL BE SHRINKAGE RE515TANT NON-EXPAN51VE, NON-METALLIC, GROUT WITH
A MINIMUM 2&-DAY GOMPRE551VE 5TRB46TH OF 5�900 P51 WHEN TESTED IN AGGORDANGE WITH
A5TM GIOCI. FORMS SHALL 13E PLACED AROUND BASE PLATE AND THE STRUCTURAL 6
ROUT SHALL
BE POURED. NO DRY -DAMP PACKING.
ANCHOR BOLTS SHALL BE A5TM A3b HEADED OR THREADED, UNLE55 OTHERH15E NOTED.
TEMPORARY EREGTION BOLTS SHALL CONFORM TO A5TM A301 MINIMUM.
PRIME: ALL STEEL 5URFAGE5, E30TH EXP05ED AND GONCGEALED ARE TO RECEIVE ONE SHOP
GOAT OF PAINT AND FIELD SPOT PRIME ALL HELD5,5GAR5, ETC., RE-6ALVANIZED IF DAMAGED.
DEVIATION FROM THE CONNECTION DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE
PERMITTED WITHOUT WRITTEN PERMI55ION5 FROM THE 5TRrTURAL ENGINEER. STRUCTURAL EN61NEER
SHALL BE COMPENSATED BY THE CONTRACTOR FOR THE G05T INVOLVED IN THE REPE516N OF
CONNECTIONS FOR THE CONVENIENCE OF THE CONTRACTOR
DETAILER SHALL BE RESPONSIBLE FOR CHECKING ALL ARGHITEGTURAL MEGHANIGAL AND
ELEGTRIGAL DRAHING-5 FOR OPENING, EMBEDS, M15G. 5TER AND OTHER CONDITIONS
AFFECTING THE STRUCTURAL
CONCRETE MA50NRY:
ALL MA50NRY DESIGN AND CONSTRUCTION SHALL CONFORM TO TM5 4021602-lb. GK SHALL BE IN
ACCORDANCE WITH A5TM GqO-15, HOLLOW LOAD-BEARIN6 (GM), TYPE 1, GRADE N-1, NORMAL
HEIGHT, HITH A MINIMUM GOMPRE55IVE STRENGTH OF IqOO P51 (fYn=1500 P51).6
ROUT ALL CELLS
CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE GLEANOUT5 PER AGI
530.1-02 IN THE 130TTOM OF COURSE OF MA50NRY WHEN THE WALL HEIGHT EXCEEDS 5'-0"
GOWGRETE MA50NRY UNITS SHALL 13E NORMAL HEIGHT AND CONFORM TO A5TM G--qO. LAY IN RUNNING
BOND UNLE55 NOTED OTHERWISE. F" SHALL 13E 1500 P51 (MIN. GMU COMPRESSIVE STRENGTH = MOO
P50. COMPLETE TEST REPORTS THAT DOCUMENT MIN114H GOMPRE551VE STRENGTH SHALL BE
SUBMITTED TO THE BUILDING INSPECTOR.
GROUT SHALL BE IN ACCORDANCE WITH A5TM G41b HITH MINIMUM OF 29) DAY GOMPRE55IVE
STRENGTH OF 3" psi PER A5TM GIOIq. GROUT SHALL BE HAVE A MAXIMUM COURSE A667RE6ATE
51ZE OF % PLACED AT AN bN TO I IN SLUMP. MORTAR SHALL CONFORM TO A5TM G210 AND TYPE M
OR 5. TYPE N MORTAR MAY BE L15ED IN BRIGK VENEER.
JOINT REINFORCING - TRL65 TYPE, q 6AL16E SPACED VERTIGALLY AT 16" UNLE55 NOTED
OTHERW15E AND CONFORM TO A5TM A-&2.
PROVIDE REINFORCING IN CONCRETE MA50NRY GROUTED CELLS AT EACH 51DE OF OPENING, EQUAL TO
THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYPIGAL REINFORCEMENT BAR AT
EACH SIDE UNLE55 REINFORCED GONGRETE JAME315 GALLED GOT.
SEE ARGHITEGTURAL ORMIN65 FOR LAYING MA50NRY AND LOCATION OF OPENINGS. ARCHITECT
SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL FLASHING.
FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. HE135 SHALL BE FULLY MORTARED IN ALL
COURSES OF PILASTERS, PIERS, COLUMNS, IN THE STARTING, COURSE ON FOUNDATIONS WHERE
ADJACENT GELL5/6AVITIE5 ARE TO BE GROUTED, 4 WHERE OTHERN15E NOTED.
DRILL I"Xlb' HOLE INTO EXISTING WALLS 24" OG
AND EPDXY #5 REBAR FROM NEW HALL INTO EXISTING BLOCK HALL
\REBAR TO BE 12" LONG WITH b" INTO EXISTING WALL b" IN NEW 13LOGK HALL
#5 VERTICAL ROD TIED AT TOP AN E30TTOM
AND AT EACH ROE) IN 13ETVEEN
DRILL I' X 6' HOLE INTO EXISTING E30NO BEAM
AND EPDXY #5 REBAR FROM NEW E30ND BEAM
w
TOP E30NO 13EAM \IN'TO EXISTING BOND BEAM
,-POUR CELL 50LID
LOWER 13OW BEAM
NEW WALL
NEN KALL TO EX15TINC7
V2' No P-W
EXISTING HALL
EXISTING FOOTING
DRILL IN X &N HOLE INTO EXISTING FOOTINGS
AND EPDXY #5 REBAR FROM NEW FOOTIN65
INTO EXISTING FOOTINGS
#5 GONT:
FOOTER DETAIL
No
SHOP DRAWINGS:
ALL REINFORCING AND 5TRJJGTURAL STEEL SHOP DRAWING SHALL BE 506MITFED TO THE
ENGINEER FOR APPROVAL.
IN AGGORDANGE WITH CHAPTER 21-H, FLORIDA ADMINISTRATIVE CODE, THE FOLLOWING` WRITTEN
REQUIREMENTS ARE TO BE FOLLOWED BY THE DELEGATED ENGINEER IN PREPARING H15 ENGINEERING
006UMENT5 ON THAT PORTION OF THE PROJECT THAT UTILIZE5 PREFABRICATED COMPONENTS.
A. ALL SHOP DRAWINGS SHALL ADHERE TO THE ARCHITECT OR ENC71NEER OF REGORD FRAMING PLANS
UNLE55 PRIOR WRITTEN APPROVAL 15 OBTAINED FROM THE ARGHITEGT OR EN61NEER OF REGORD. IF
RE-FRAM11% 15 APPROVED, THE BUILDING OFFICIAL AFTER REGEIVING UPDATED PLANS FROM THE
DELEGATED ENGINEER SHOWING ALL ADJUSTMENTS NECESSARY TO SAFELY TRANSMIT ALL APPLIED
LOAD5 TO THE FOUNDATION.
B. THE DELEGATED ENGINEERING DOGUMENT5 94ALL 5HON ALL PERMANENT BRACING AS DEFINED
ON THE ARCHITECT OR EN61NEER OF REGORD PLANS ALONG P41TH INDIVIDUAL BRAGIN6 REQUIRED
TO 5EGURE THE ENTIRE 5Y5TEM INCLUDING GONNEGTION5 TO THE LOAD RE515TIN67 STRUCTURAL
SYSTEM., UNDER ALL DESIGN CONDITIONS NOTED ON THE ARCHITECT OR ENGINEER PLANS.
G. ALL DETAILS AND 5EGTION5 REQUIRED TO SHOW THE 51ZE AND CONNECTIONS OF ALL
SECONDARY MEMBERS HILL BE SUPPLIED ON THE DELEGATED ENGINEERING PLANS AND SHALL SHOW
ALL FRAMING, CONNECTIONS AND BRACING ON ONE OR MORE PRIMARY PLANS OF MINIMUM 51ZE 24' X
36"
D. & 112' X I IN CUT 5HEET5 SHOWING INDIVIDUAL MEMBER DESIGN SHALL AL50 BE FURNISHED TO
THE ARCHITECT OR EN61NEER OF RECORD, BUT IT HILL BE NEGE55ARY TO TRANSFER ALL GRAVITY
AND UPLIFT LOAD5 SHOWN ON THESE GUT 5HEET5 TO THE PRIMARY PLANS
CONTRACTOR RE5PON5IBILTIE5
THE CONTRACTOR SHALL GOORDINATE THE ARGHITEGTURAL, MEGHANIGAL, ELEGTRIGAL AND PLUMBING
FOR LOCATION OF MISCELLANEOUS ITEMS (5UGH AS 13ENT PLATES, INSERTS, ETG) AFFE( TIN6
5TRL6TURAL WORK, LOCATION OF OPENINGS AND SLEEVES THROUGH THE STRUCTURE, SLAB
DEPRESSIONS, FLOOR DRAINS, INSERTS, AND OTHER RELATED ITEMS WITH THE STRUCTURAL DRAHIN55.
THE GONTRAGTOR SHALL VERIFY ALL CONTRACT DOCUMENT FLOOR AND ROOF MOUNTED MECHANICAL
EQUIPMENT WEIGHTS, FLOOR AND ROOF OPENING 51ZE5 AND LOCATIONS WITH ARGHITEGTURAL AND
MEGHANIGAL DRAHIW-75 AS HELL AS HITH ACTUAL EQUIPMENT FURGHA5ED ARGHITECT/5TRUGTURAL
ENGINEER SHALL BE NOTIFIED OF ANY D15GREPANCGY OR OM155ION
COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANIGAL, ELECTRICAL,
PLUMBING AND CIVIL DOCUMENTS. ARGHITEGT/5TRUGTURAL ENGINEER SHALL BE NOTIFIED OF ANY
D15GREPANGY OR OMISSION.
NOTIFY IN HRITIN6, THE STRUCTURAL EN61NEER OF CONDITIONS ENCOUNTERED IN THE FIELD
CONTRADICTORY TO TH05E SHOWN IN THE STRUCTURAL DOCUMENTS.
CONTRACTOR HAS 50LE RESPONSIBILITY FOR MEANS, METHODS, TEGHNIQUE5 5EQUENGE5, AND
PROCEDURES OF CON5TRUGTION.
CONTRACTOR HAS 501 F RESPONSIBILITY TO COMPLY WITH 05HA SAFETY REGULATIONS.
5# VERT. BAR 4&" O.G. I AT ALL POURED
CELL LOCATIONS, AL50 AT ALL UPLIFT
STRAP LOCATIONS
RE13AR GONT.
FIBERGLASS SHINGLE ROOF
X2" GDX PLYWOOD ROOF SHEATHING
NAIL 3' E067E, b' FIELD IN Y4u&]? 6ALV. RING
SHANK NAILS, PEEL AND STICK DRY -IN MATERIAL
PRE-ENC71NEERED TRUSSES 24" OG
EAVE DRIP
aTTER5 AND
DOWN SPOUTS
lxb GEDAIR FASCIA
PRECAST LINTEL
ALUMINUM 5IN65LE
HUNG HINDOH5
OR FIXED GLA55
PRECAST SILL
b" GMU HALL W 1/2"
5TUGGO FIN15H
NO. 5 RE13AR
GONTINOU5 AROUND
PERIMETER
C-RADE
121 X 24" 3000 P51 GON( RETE FOOTING
W (3) #5 REBAR ON GHAIR5 MAX 49)"
OG
R-30 BATT INSULATION
DROP GRID GEILIIN67 @ Il'-O'
INSTALL 5IMP50N HETAlb FASTEN TO EA PRE ENGINEERED TRU55
H/I 1/2" IOD NAILS FIH ALL HOLES
5ING-A-E 13OND 13EAM H/I #5 REBAR
CONTINUOUS AROUND PERIMETER AND
TIED TO ALL VERTICAL R005
MIN OF 25" OVER LAP
AT 10'-ON SETUP AND AT I I'-&" 5ETDOHN
VERTICAL #5 RE13AR
1/2" GYPSUM HALL 130ARD OVER
3/4" PT FURIN6 OVER
3/4" TUFF R INSULATION
#5 VERTICAL REBAR CONTINUOUS FROM FOOTER
TO BOND LENTIL SEE FOUNDATION PLAN FOR LOGATION
MIN OVERLAP 25N
4' GONGRETE SLAB "IRE MESH OVER
b MIL V156VEEN AND GLEAN GOMPAGT TREATED
501L
NOTES: 21-011
1) E30TTOM OF FOUNDATION TO BE A MINIMUM OF 12"
BELOW UNDISTURBED SOL.
2) STEM HALL HE16HT TO 13E DETERMINED PER OWNER 4
CONTRACTOR TO FIT 51TE GONDITION5.
EXTEMOR HALL SECTION
KT—C%
I HEREBY CERTIFY THAT I HAVE REVIEWED
TH15 PLAN AND FOUND IT TO 13E IN COMPLIANCE WITH A5GE I -lb AND
THE 2020 BUILDING CODE ITH EDITION
GtA MAXV
4�v '/
-�\cENS',,"'y
No 86663
110 I
:�_ -;3 STATE OF
0,
E
0
0
0
a
co
cn
C:)
Lu
CO
Lu 0 CD
ir
E
uj
U-
0
z cn
8
z z a- _j
w U-
Lu
Lu
X
Cu LUE r-
2u ' -a
J '0 a)
< co
0 cc
cn
z
Lu
0 EE
L_ 0
_j
U-
co
co
C?
!�2
S
0
z
0
C4
Z
cc
Z
M
z
wu
z
w
a-
in
0
Q
z:) 0
m
c)
c)
>
0 <
cn
m
0
0
_j
< W
C) P 00
>_
C/) C-3
Lu
ui
Lu orf
U)
0
Lu
. a
U)
Cf.)
C/3
uj
00
INN—
C/)
DRAWING
6
cn
Lu
0
a
cn
cn
(D
(D
U)
cn
cn
0
U)
c%4
LO
cn
t5
FEIN
.4
'(�) 12 '\—aAi3y CHANONC, —��4AA
213 5TATION 5" DIA HOLE 113
16
@ 12 3
42 @12 TYPICAL
4'HIC—H
r,12
(44> IA IA IA UNRINAL
5GREEN
IB 113 113
a 0�
E)
MENS f;ZE-5TROOM-FLOOR PLAN
V,V - P-0*
4�" METAL 5TU0 WALL
41--bill 11
4�" METAL 5TUD HALL
5'-b�" iZ2'-&" � 2'-gm � 21-bu
31-011
51-411
113
42
IB
113
2B
42
4A
C4-:0
2A
4A 2A
cj
zl-
Li
1 1
E)l
MENS RE-5TROOM INTERIOR ELEVATION
V40 - P-0"
PAINT HALL ABOVE,
COLOR BY GLIENT I
BA13Y GHAW-;IN6 TABLE
----------
MEN5 RE-5TROOM OIJAN611N& TAB
V4' - P-0'
'ATION
(5ENERAL NOTE5
1. IN50LATE EXPO5E1? HOT WATER 5UPPLY AND DRAIN PIPER PER HANDICAPPED
REQUIREMENT5,5EE 5PEG5.
2. 5EE 5PEGIFIGATION5 FOR MODEL AND MANUFACTURER DE516NATION5 FOR AGGE55ORIE5.
3. ALL HANDICAP AGGE551BILITY AGGE550RIE5 TO BE IN5TALLED IN ACCORDANCE TO ADA
REQIJIREMENT5.
4. ALL MOUNTINC7 HE16HT5 TO TOP5 OF FIXTURE.
5. PROVIDE REQUIRED BLOGKIN6 FOR PROPERLY 5EGURINC7 GABINET5 AND TOILET
AGGE55ORIE5 TO 5TUD HALL.
6. BATHROOM 5HALL RECEIVE WALL TILE TO HEIC7HT OF PARTITION5,5TYLE AND COLOR BY
CLIENT.
1. ALL EXP05FD TILE E1?C7E5 TO INCLUDE TOP5 AND GORNER55HALL RECEIVE 5GHLUTER
E06E, 5TYLE BY CLIENT.
b. FLOOR TO WALL TILE TRAN51TION5 5HALL RECEIVE 5GHULTER E1?C7E TO AVOID C-ROUT
JOINT5.
q. TOILET PARTITION5 5HALL BE HDPE OR EOUIVALENT.
2-1
TOILET AGGE550R�r 5GHEE)ULE- MEN
NOT U51EP
I TEM
MOUNTING
MFG
MODEL#
DESGRIPTION
F�ED
FARK
X
TOILET T155UE DI5PEN5ER-
WFAGE,GONGEALED
TORK
5qTR
TWIN T155UE ROLL D15PEN5ER COLOR 13LACK
DOUBLE ROLL
FA5TENER5
X
TOII FT 5EAT COVER 015PENER
5UFAGE, CONGEALED
FA5TENER5
TORK
Iq5IOOI
TOILET 5EAT COVER E)I5PEN5ER COLOR BLACK
X
PAPER TOI-EL 015PEN5ER
5UFAGE, CONGEALED
FA5TENER5
TORK
55253b
PAPER TOWEL 015PEN5ER COLOR BLACK
X
FRAMED MIRROR-24X4& (HXH)
50FAGE, CONGEALED
13RADLEY
7&l-l&3b2
MOUNT PER ADA
FA5TENER5
X
FRAMED KALL TO WALL MIRROR 46' HGT
5UFAGE, CONGEALED
CU5TOM
NA
FA5TENER5
X
50AP 015PEN5ER, L16VID
ADHERE TO MIRROR
TORK
51150b
MANUAL 50AP 015PEN5ER COLOR BLACK
X
NAPKIN D15P05AL
50FAGE, CONGEALED
BRADLEY
q124
5TAINLE55 5TEEL W 5ATIN FIN15H
FA5TENER5
X
GOAT HOOK
5UFAGE, CONGEALED
BRADLEY
q124
5TAINLE55 5TEEL W 5ATIN FIN15H
FA5TENER5
X
3b" a;ZAB BAR
WFAGE, CONGEALED
BRADLEY
&120-0013bO
5TAINLE55 5TEEL W 5ATIN FIN15H
FA5TENER5 250# LOAD
X
42" 61�AB 13AR
50FAGE, CONGEALED
13RADLEY
C1124
FA5TENER5 250# LOAD
x
TRAsH RErEPTI6AL5
L005E
21'
JL— 4A
3\Z
t
1, a,
(D4?
v �_�5TALL HALL ELEVATION
I w
Lu
2 .. kk
5TALL W-, ELEVATION
3
V4 ^'
@�MTINO TABLE OETAIL
-!V4
I HEREBY CERTIFY THAT I HAVE REVIEWED
TH15 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH A5GE I -lb AND
THE 2020 BUILDIN6 GODE ITH EDITION
A to
No 86663
STATE OF 44/
ORVD,,��
E
0
co
Q
w
(D
ca
G3
0
C)
Lu
00 cl
Lu C,
ca X .;I-
C)
E
Lu
LL
0
z z 0
w
X U)
Lu
LLJ
cu -E
ww
a-
Q0
C,
Lu
<
cl 00
00
C) M
0
-j
LL.
c?
�2
i3i
0
I=
CL
z
0
On
C-4
N
N
Z
12
Z
C-4
m
z
z
ce
0-
C)
0
:lz
C)
c)
ce)
< Lu
0 2 �>
<
cl)
_j
LL-
0 2:
L0
0
C)
-
U)
-j
C) r--
00
C-)
U-1
Lu
Lu 0�
(f)
0
Lu
c/)
U)
:z
0
LLI
I
Lu
cif
0
[If
ui
U)
LLJ
DRAWING
7
P40MENS RE-5
V4" - l-W
C"
cn
w
cn
c
(D
E
0
3:
00
U)
C)
cn
CL
(L)
cn
0
c/)
04
L0
U)
0
Ws
5,-61.
NOMEN5 RE-5TROOM ELEVATION
Ve - V-0*
PAINT HALL ABOVE,
COLOR BY CLIENT
C3 BABY GHANGINC-7 TA13LE
NOMENS RE-5TROOM CHANCAN& TABLE ELEVATION
V4" a P-42'
I 6ENERAL NOTE5 I
1. IN5ULATE EXP05ED HOT HATER 5UPPLY AND DRAIN PIPER PER HANDICAPPED
REQUIREMENT5,5EE 5PEG5.
2. 5EE 5PECIFIGATION5 FOR MODEL AND MANUFACTURER DE516KATION5 FOR AGGE55ORIE5.
3. ALL HANDICAP AGGE551BILITY AGGE55ORIE5 TO BE IN5TALLED IN AGGORDANGE TO ADA
REGVIREMENT5.
4. ALL MOUNTIN6 HEIG-HT5 TO TOP5 OF FIXTURE.
5. PROVIDE REOUIRED BLOCKIN67 FOR PROPERLY 5EGURINC7 GABINET5 AND TOILET
AGGE55ORIE5 TO 5TUD HALL.
b. 13ATHROOM 5HALL RECEIVE HALL TILE TO HE16HT OF PARTITION5, 5TYLE AND GOLOR 13Y
CLIENT.
1. ALL EXP05ED TILE ED&E5 TO INCLUDE TOP5 AND GORNER5 5HALL RECEIVE 5GHLUTER
EDC7E, 5TYLE BY CLIENT.
b. FLOOR TO HALL TILE TRAN51TION5 5HALL RECEIVE 5GHULTER EDC7E TO AVOID C-PIOUT
JOINT5.
q. TOILET PARTITION5 5HALL BE HI)PE OR E0JIVALENT.
TOILET AGGE550R\�SGHEDULE- NOMEN
NOT U51EP
U51ED
FMAP-K—
ITEM
MOUNTING
MFG
-MODEL#
DESGRIPTION
TOILET T155E 015PEN5ER-
50FAGE, CONGEALED
TORK
5LITR
THIN T1550E ROLL DI5PEN5ER COLOR BLACK
DOUBLE ROLL
FA5TENER5
TOILET 5EAT COVER 015PENER
9)FAGE, CONGEALED
FA5TENER5
TORK
Iq5IOOI
TOILET 5EAT COVER I)I5PEN5ER GOLOR BLACK
PAPER TONEL 015PEN5ER
50FAGE, CONGEALED
FA5TENER5
TORK
55253b
PAPER TONEL 015PEN5ER COLOR BLACK
FRAMED MIRROR-I&X3b (HXH)
50FACE,GONGEALED
BRADLEY
lbl-030
MOUNT PER ADA
FA5TENER5
FRAMED HALL TO HALL MIRROR 4&" 16T
50FAGE, CONGEALED
GU5TOM
NA
FA5TENER5
50AP 015PEN51ER-LIQUID
ADHERE TO MIRROR
TORK
51150b
MANUAL 50AP 0I5PEN!5ER COLOR BLACK
NAPKIN DI5PO5AL
50FAGE, CONGEALED
FA5TENER5
BRADLEY
61124
5TAINLES-6 5TEEL IN 5ATIN FIN15H
GOAT HOOK
SUFAGE, CONGEALED
FA5TENER5
BRADLEY
q124
5TAINLE55 5TEEL H/ 5ATIN FIN15H
3bm C-�RAB BAR
50FACE, CONGEALED
FA5TENER5 250# LOAD
BRADLEY
5120-0013bO
5TAINLE55 5TEEL W 5ATIN FIN15H
42" 6RAB 13AR
50FAGE, CONGEALED
BRADLEY
61124
FA5TENER5 250# LOAD
TRA5H REGEPTIGAL5
L005E
101-111 - - ---12"
DA ADA 5TALL W-, ELEVATION
- v 4' - P-0"
?V�F�
211,1— 10'-1" CLEAR
4A
�/7
ra
� .5TALL 5INK ELEv.1ATION
G)�H _E I�ETAIL
nTI116 TAIEN
I HEREBY CERTIFY THAT I HAVE REVIENED
TH15 PLAN AND FOUND IT TO BE IN COMPLIANGE HITH A5GE I -lb AND
THE 2020 BUILDI% CODE ITH EDITION
No 86663
1, STATE OF 144,
E
Q
0
0
C13
uj
cc
a)
0
Lu
�O
6U� <
L
TO
E
LU
LL.
z cl)
zZ:) cr)
:z CL _j
LL
0
W
x Lu") >- 6
r_ =
M Lij -E
Lu
Lu
uzj
C:)
ao
c: co
0 M
0
LLJ
-i
Lc)
c.0
�2
0
z
0
C-4
in
I—
04
N-.
C-4
N,
Z
12
V_
C4
X
6
z
z
31:
-je
CL
In
X:
C)
0
C)
c) 0
cy*)
< Lu
>
0 mi <
m
_j
LL.
0
0 U-)
C6
< C)
C)
00
U)
CL Lu
w olf
Lu
U)
0
w
z
U)
u:)
C)
Lu
I
Lu
Of
C)
Of
Lu
c/)
LLJ
�E
C)
DRAWING
cm
0
w
L
0
W
cm
c
m
m
cn
a�
a�
L
U
cn
t
Q
0
N
cn
0
N
0
d
'e1
NORTH EA5T ELEVATION
V4' - N-O'
SOUTH HE5T ELEVATION
V4' - P-W
GUTTER
OHN SPOUT
I HEREBY GERTIEY THAT I HAVE REVIEWED
THI5 PLAN AND FOUND IT TO BE IN GOMPLIANGE WITH A5GE 7-lb AND
THE 2020 BUILDING GORE ITH EDITION
all MA)(*
* No 86663
A ', ,ESTATE OF tV
E
O
O
O
O
t
m
�T
V
C
N
W
°'
C
Q
M
n 10co
a
w
W
O
m
Cl)Z
LL.
�
z Z O
a
W vi
of
W
W
CTJ Z E
LU v a a
``Z
V
N
Q oco
M
z
W
O
SLL
L
4
Q�
Q)
M
N
C
L
a
Z
0
N
E
C
M
N
Z
N
=
0
Z
U
W
Z
3
p
a
o
0
(L)
U z
� O
U p
U_ M
v
ti
>
O a
LL.
O =
L
O00
cli
J
J
Q
LL</
= ) M
LLJ
W w
^�
O
W
z
�
cn
C/3
Z
O
Q
uj
LJ..�
O
LZ
!W
V
z
J
M�
W
DRAWING
9
rn
-a
ui
0
w
L
0
L
N
X
W
cm
C
.M
W
O
r
cn
CD
N
C-
C)
t
Q
0
cn
0
U)
(n
t5
U
N
O
EXI5TING 5W -�
NORTH HE-5T ELEVATION
V4• - P-0'
SOUTH EAST ELEVATION - --- -----
V4' a P-0'
ERTIFY THAT I HAVE REVIEWED
TO BE IN GOMPLIANGE WITH A5GE l-Ib AND
BUILDING CODE ITH EDITION
EXISTING 5W
E
0
U
O
O
L
(6
V
O)
C
N
N
C
0
M
Ste.
O
U
(5� Q
^�^11 W 0
E
W
jy
L L.
W � z �
z z a LL
O
X N r
/u z t
Lu
w
W 5.
J �' EL
N
o00
'Z
V
z
Q
M
0
w
` O
co
Q)
M
N
C
O
t
d
z
O
Q
p
M
N
z
N
=
2
O
z
}
U
m
W
z
p
a
c
o
c=.)
2
cr Z
=) O
U p
U_ C
�
J Q w
O Q
J
LL.
= O ~
O
c
J
Q N O
=
00
T U)
W I.L
N
N
O
LU
z
�
U3
z
O
W
I
LLJ
O
LL
LU
LU
V
z
C)
MD
W
DRAWING
10
E
a)
U)
cn
a)
cn
0
U)
LO
A)
0
'Ell
6ENERAL NOTE5
1. THE PRANINC75 ARE PARTLY DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW IN
DETAIL ALL FEATURES OF THE WORK. ALL WORK SHALL 13E DONE IN ACCORDANCE
HITH THE SPECIFICATION, THE DRAWIN66 AND C70VERNINC7 CODES.
2. CONTRACTORS, SHALL REFER TO EW51NEER5 PRMING-5 FOR DIMENSIONS.
3. CONTRACTORS, SHALL V151T 51TE AND VERIFY EXI5TI% ITEMS PRIOR TO BIDDINC7
AND ADVISE ENC71NEER OF ANY 015GREPANGIE5.
4. ITEMS SHOWN AS PROVIDED UNDER ANOTHER DIVISION SHALL 13E CONNECTED IN
TH15 HORK. OBTAIN EXACT ROU6H-IN BEFORE GON5TRUGTION ON ALL ITEMS
REOUIRIN6 PLUMBIN6 ( ONNEGTION5.
5. ALL GUTTING 4 PATGHIWv OF EXITING FLOORS, WALLS, GEILIW-75, EXT SHALL 13E
GOORDINATED BY THE C-ENERAL CONTRACTOR OR AT H15 DIRECTION. THE
GONTRACTOR SHALL BE RESPONSIBLE FOR GLEAN UP AFTER EACH SESSION.
6. THE HORK UNDER TH15 SECTION OF THE 5PEGIFIGATIONS, INCLUDES ALL LABOR,
MATERIALS, EQUIPMENT AND SERVICES, NEGE55ARY TO COMPLETE THE PLUVIBINC7
SYSTEM AS 5HOHN ON THE DRANINC-6 4 HEREIN SPECIFIED. ALL HORK!5HALL 13E
DONE IN A HORKMANLIKE MANNER IN ACCORDANCE HITH GOOD PRACTICE,
MANUFAGTIURERS REGOMMENDATION5 AND THE DEPARTMENT OF PUBLIC HEALTH.
1. R)RN19i (1) ONE YEAR 5ERVIGE AND 6UARANTEE ALL LABOR, MATERIALS AND
EQUIPMENT.
b. OFFSET PIPIN65 TO AVOID STRUCTURAL MEMBER5, GANT5, FLA5HI%, MEGHANIGAL
AND ELECTRICAL EQUIPMENT ETC.
q. ALL VENT5 THRU ROOF SHALL BE INSTALLED A MINIMUM OF 10'-0" FROM ALL
FRESH AIR INTAKE TO AIR HANDLINC7 EQUIPMENT AND OFFSET 3'-0" FROM ED&E OF
ROOF AND PARAPETS.
10. INDIRECT HASTE PIPINC7 SHALL FROM EQUIPMENT, MIGH PRODUCES A GOLD
HATER FLON (SUCH AS ICE MACHINES GOOLINIS' GOIL, DRAIN PAN5, ETG) SHALL BE
INSULATED HITH 3V ARMAFLEX IN50LATION SEAL ALL LONC71TUDINAL AND BUTT
JOINT5 HITH ADHE51VE APPROVED BY THE INSULATION MANUFACTURER.
11. PROVIDE F1 EX -LINE FOR FINAL CONNECTIONS, TO EQUIPMENT ITEMS.
12. ALL TE5TINC2 4 STERILIZATION SHALL COMPLY KILOGAL 6OVERNIW-7 CODES,
RECOMMENDATIONS OF THE AMERICAN HATER HORK5 ASSOCIATIONS. ALL
PLUMBINC7 TESTS, SHALL BE HITNE55ED BY THE PLUMBIN6 INSPECTOR, AND A COPY
OF THE DISINFECTION REPORT SHALL BE PROVIDED TO THE PLUM131% INSPECTOR.
13. PROVIDE CHROME PLATED ESCUTCHEON PLATE5 FOR ALL EXP05ED PIPE PA551%
THRU HALL, FLOORS. OR GEILINC-6. ALL EXP05ED PIPINC7 AND FITTINGS SHALL BE
CHROME PLATED AS PELL.
14. ALL PIPIN6 PENETRATION THRU FIRE RATED HALL SHALL 13E SEALED V41TH FIRE
13ARRIER CAULK (3M OR EQUAL).
15. HOT I GOLD HATER 9)PPLIE5 TO EACH INDIVIDUAL OR G-ROUP OF PLUMBIN65
FIXTURES 94ALL BE FIT-TED HITH AIR CHAMBERS, OF AMPLE 51ZE TO PREVENT
HATER HAMMER. AIR GHAMBER5 SHALL NOT BE LE55 THAN IT IN LE%TH. HATER
HAMMER ARRE5TOR5 SHALL BE ZURN 5HOKTOL, 51ZED AND INSTALLED PER
MANUFAGTUREW5 RECOMMENDATIONS, HILL AL50 13E AGGEPTABLE.
16. PIPE HAW--;ER5 SHALL 13E AD16TABLE TEARDROP TYPE HAN67ER AND RODS,
C7RINNELL OR EQUAL.
11. PROVIDE ALL STOPS, TRAPS, ESCUTCHEONS, CONNECTION CARRIERS, ETG. FOR ALL
FIXTURES AS NEGE55ARY TO GOMPLETE THE INSTALLATION OF EACH FIXTURE
HHETHER aJGH ITEMS ARE L15TED OR NOT.
15. ALL FLRN15HED EXP05ED FAUGET5, TAP5 GONNEGTIW-7PIPIN6 STOPS, AND OTHER
FIXTURE TRIM SHALL BE GHROME-PLATED BRA55 UNLE55 OTHERN15E SPECIFIED.
ALL FASTENING SHALL BE CHROME - PLATED BRA55 OR MAY BE 302 5TAINLE55
STEEL IF OF MATCHIN6 COLOR AND FINISH.
1q. C7ENERAL GONTRAGTOR5HALL HIRE A SURVEY/ LOCATOR COMPANY TO LOCATE
IDENTIFY ALL IN 5LA13 CONDUITS, AND UTILITIES ETG.
20. ALL FITTIN655 SHALL BE INSTALLED BY NO LE55 THAN A -0URNEYMAN LEVEL
PLUMBER.
21. NO HORIZONTAL DOUBLE -WE FITTIN656 ARE AGGEPTABLE.
22. PROVIDE TRAP PRIMER CONNECTIONS, ON ALL HUB DRAIN5. ATTACH TRAP PRIMERS,
ON NEAREST SINK. SEE DETAIL
4 912- 4
[101.6] [234.2] [101.6]
Ala
r3_7
[117.1]
-------------
- - - - - - - - - - - - - - - - 7'
+
SANITARY CONNECTION
Ile - V-06
HALL
LAVATORY
COLD HATER SUPPLY
TRAP PRIMER
SHUT OFF VALVE
ZURN Z- 1022
IAN TURN 13ALL STOP
OR EQUAL
VALVE PER SPECS,
L
FLOOR
1/2
TRAP PRIMER DETAIL
V40 w ILOm
FLOOR
DRAIN
2.1 "VENT-",
Et,*-- -I
PLUMBING FIXTURE 5GHEDULE
HG-I HATER GL05ET
AMERICAN STANDARD MODEL NO. 225152b
I.b C7PF
SELGTRONIG FLL15H VALUE
50LID PLASTIC SEAT WITH 5TAINLE55 STEEL 5ELF-56TAININC7 HIN6E.
TO BE ADA GOMPLIANT (MOUNT TOP OF SEAT IT-101" ABOVE FIN15HED FLOOR)
HG-2 HATER GL05ET
AMERIGAN STANDARD MODEL NO. 225152b
I.b G-PF
50LID PLASTIC SEAT HITH 5TAINLE-55 STEEL 5ELF-5U5TAININC7 HI%E.
UR-I URINAL AMERIGAN STANDARD MODEL NO. (95610.001
0.125 TO 1.0 6PF
0.5 6PF FLUSH VALVE 5EN50R OPERATED
TO 13E ADA COMPLIANT (MOUNT RIM AT 15 1/4" A13OVE FIN15HED FLOOR)
UR-2 URINAL AMERICAN STANDARD MODEL NO. (b5qODOI
0.125 TO 1.0 C7PF
0.5 C7PF FLUSH VALVE 5EW-)OR OPERATED
LAV-1 LAVATORY (WALL HUN65)
AMERIGAN STANDARD MODEL NO. 0356.115 LUCERNE
RJUBBER MAID FALIGET MODEL NO. 11&2142 MILANO
TO 13E ADA COMPLIANT (MOUNT 34" ABOVE FINISHED FLOOR)
LAV-2 LAVATORY (MOUNTED)
AMER16AN STANDARD MODEL NO. 61452.000 OVALYN
RUBBER MAID FAU(' ET MODEL NO. 1182142 MILANO
M5-1 MOP SINK (FLOOR MOUNT)
FIAT MOP 5VG BA51N CORNER MODEL NO. T51361610501
T45 BRASS, AND BRONZE ROUC7H PLATE FAUCET MODEL NO. B-665-135TR
T45 H05E BRACKET MODEL NO. B-0654
H05E MODEL NO. B-blb-1
T45 MOP HAN65ER MODEL NO. B-0653
FD-I FLOOR DRAIN
ZURN MODEL NO. Z-4155-P GAST IRON
W FLAN67E TYPE 5 (SQUARE STRAINER)
1/2" TRAP PRIMER CONNECTION. TRAP PRIMER TO 13E INSTALLED ON THE GOLD
HATER SUPPLY 5ERVIN6 SINK IN SAME ROOM OR NEAREST SINK AVAILABLE.
PLUME31NG LEGEND
DOMESTIC COLD HATER
DOMESTIC HOT HATER
- - - - - - - VENTINC-7 PIPE
SANITARY 5EHER
PLUMBIN6
GONNEGTION
5GHEDULE
SUPPLY (INCH 01))
HASTE (INGH)
5YME30L
FIXTURE
GH
HW
DRAIN
VENT
W,
HATER GL05ET
3/&
NA
3
2
UR
URINAL
3/4
NA
3
11/4
LAV
LAVATORY
112
112
1112
11/4
M5
MOP SINK
3/4
3/4
11/2
11/4
EW,
ELECTRIC HATER COOLER 3/4
NA
1 112
11/4
I HERE13Y GERTIFY THAT I HAVE REVIE&D
TH15 PLAN AND FOUND IT TO BE IN COMPLIANCE HITH A5GE I-Ib AND
THE 2020 BUILDIN6 CODE ITH EDITION
\\\\\1 I I I//////
okk MA)(*
C E N
No 86663
STATE OF 144,
0 N
R
E
0
cc
cm
uj
cu
m
0
c)
E
Lu
<
Llj 0 C,
c')
LIJ
LL.
o
zz:) 0
:� n-
x
Lu
Lij
CL
2-r
0
< C)
00
c: co
M
z
Lu
0 0
-i
LL
LO
(D
co
C?
!�2
E-c�
z
0
04
04
Z
w
z
C4
x
z
15
w
3
z
C)
0
c)
c)
c1r)
<
0 <
M
LL-
0
0 LO
C6
C)
C) 00
m: cn
a- uj
w w
cf)
0
Lu
U)
(D
2:
DRAWING
PLUMBING 5PECIFICATIONS
0
.0
�L--
C-)
U)
E
C14
cn
a)
CD
U)
C-)
cn
0_
a)
cn
U)
04
U-)
cn
A)
2
Q-
E
C=)
r--:
'r7
00
co
'117
C%4
PART I GENERAL
1.01 DE5GRIPTION
A. TIE NOW INGLUDE5 THE PROVIDING OF ALL LABOR. MATERIAL5, AND 5ERVIGE5 NEGE55ARY TO IN5TALL
THE INDICATED 5Y5TEM5, GOMPLETE WITH HAN6ER5,5UPPORT5, EQUIPMENT AND GONNECTION5 REQUIRED
TO ANY FIXTURE OR EQUIPMENT INDICATED OR 5PECIFIED.
B. THE WORK INGLUVE5, BUT 15 NOT LIMITED TO THE FOLLOWING:
1. 5ANITARY WA5TE AND VENT PIPING 5Y5TEM5.
2. DOME5TIG HATER PIPING 5Y5TEM5.
I D2 ALL V40RK
A. 5HALL BE PERFORMED BY MECHANIG5 5KILLED IN THE PARTICULAR CLA55 OF WORK AND ALL EQUIPMENT
5HALL BE IN5TALLED IN 5TRIGT ACAC,,ORDANGE WITH T14E MANUFACTURERS REGOMMENDATION5. THE WORK
5HALL BE COORDINATED WITH OTHER TRADE5 AND RE5PON51BILITIE5 E5TABL15HED 50 THAT THE WORK
5HALL 13E COMPLETED HITHOUT DELAY5 OR INTERFERENCE WITH 56HEDULE5.
1.03 CUTTING AND PATCHING
A. WHERE REQUIRED, THE CONTRACTOR 94ALL DO THE GUTTING AND PATGHI% U51% HORKER5 WHO ARE
5KILLED IN THE TRADE INVOLVED. THE GOMPLETED V40RK 5HALL PRE5ENT A FIN15HED WORKMANLIKE
APPEARANGE.
1.04 PIPING AND DRAHING-5
A. THE DRMIN6,5 ARE DIAGRAMMATIC AND NOT INTENDED TO 5WW IN DETAIL All FEATURE5 OF THE WORK. THE
LOCATION OF ALL PIPING 5HALL BE COORDINATED TO DETERMINE THAT IT GLEAR5 ALL OPENIN65 AND
5TRUGTURAL MEMBER5, THAT PIPING INDICATED A5 GONGEALED GAN 13E PROPERLY GONCEALED IN WALL5
OR PARTITION5 OF FIN15HED ROOM5, AND THAT IT DOE5 NOT INTERFERE HITH LIGHT5 OR EQUIPMENT HAVING
FIXED LOGATION5. GONGEAL ALL PIPING EXCEPT WHERE OTHERW15E INDIGATED.
1.05 OPENIN65 IN EXI5TI% GONGRETE GON5TRUGTlON
A. 5HALL BE GORE DRILLED OR GUT WITH MA50NRY 5AW. PNEUMATIC TOOL5 WILL NOT BE PERMITTED. THE
INTEGRITY OF THE FIRE RATING OF HALL5, CEILING5, AND FLOOR5 5HALL BE MAINTAINED AND 5HALL MEET
LIFE 5AFETY AND LOGAL GODE5.
I.Ob EXGAVATION AND BAGKFILL
A. IN AGGORDANGE WITH THE CIVIL REQUIREMENT5
1.0`7 TRAP5
A. EAGH FIXTURE, EQUIPMENT DRAIN OR FLOOR M%IN 5HALL BE 5EPARATELY TRAPPED, UNLE55
OTHERH15E INDICATED OR 5PEGIFIED.
I.Ob UNION5
A. IN5TALL ON ONE 51DE OF EAGH VALVE OR GONNEGTION5 TO EQUIPMENT
I.Oq 5HOP DRAHINC-6
A. A5 NEEDED
PART 2 - PRODUCT5
2.01 GENERAL
A. ALL MATERIAL5 5HALL BE NEW AND FREE FROM ALL DEFECT5. THE5E 5PEGIFIGATION5 L15T ALL OF THE
AGGEPTA13LE MATERIAL5 FOR A 61VEN 5ERVIGE, ONE OF WHICH 5HALL 13E U5ED UNLE55 OTHEI;?,HI5E
5PEGIFIGALLY NOTED.
B. THE QUALITY AND WEI 6HT OF MATERIAL5 FURN15HED AND IN5TALLED 5HALL COMPLY V41TH THE REOUIREMENT5
OF THE APPROPRIATE 5TANDARD5 OF THE AMERIGAN 50CIETY FOR TE5TIN6 AND MATERIAL5 (A5TM), LIFE
5AFETY GODE AND THE LOGAL PLUMBINC-7 GODE.
2.02 PIPE AND FITTIN65
A. GENERAL: ALL PIPING 5HALL BE RUN 5TRAIG-HT, PLUMB AND PROPERLY GRADED IN DIRECTION INDICATED
ON THE PRAHING-5. CUT PIPE 5HALL BE 5QUARELY CUT AND PROPERLY REAMED TO REMOVE ALL GUTTING-5
AND E3URR5 BEFORE MAKINC7UP THE JOINT5. FITTIN66 AND NIPPLE5 5HALL BE OF THE 5AME MATERIAL5 A5
THE PIPE.
B. GPVG 5GHEDULE &0 PIPE 94ALL 13E 50ITABLE FOR U5E AT MAXIMUM WORKING PRE55URE OF 150 P51. ALL
PIPE MU5T MEET THE REQ1JIREMENT5 OF A5TM D-11M, A5TM F-441, AND N5F 5TANDARD 14. 5OCKET TYPE
FITTINC-6 5HALL MEET A5TM F-4341. THREADED FITTIN65 5HALL MEET A5TM f-431 WITH THREADED BRA55
IN5ERT BY IPT/HARRIN6TON OR AGGEPTABLE ALTERNATIVE. 50LVENT WELD MATERIAL 5HALL BE 5OLVENT
GEMENT MEETING THE REQUIREMENT5 OF A5TM F-4q3.
G. PLA5TIG PIPE AND FITTIN65: PIPE 5HALL BE 5GHEPULE 40 PVG GONFORMIN6 TO A5TM 005. FITTIN65
5HALL BE PVG GONFORMIN6 TO A5TM D24bb. 5OLVENT GEMENT 5HALL CONFORM TO A5TM D25b4.
GELLULAR GORE PIPIN 6 15 NOT AGGEPTABLE.
2.03 VALVE5
A. GENERAL: VALVE NUMBER5 ARE 5PECIFIED TO E5TABLI5H TYPE AND QUALITY. EQUIVALENT VALVE5 WILL BE
GON510ERED FOR APPROVAL.
B. DOME5TIG WATER PIPING:
1. GATE VALVE5: 2" AND 94ALLER - GRANE NO. 42b OR NO. 43& A5 APPLICABLE 2-1/2'
IP5 OR LARGER - CRANE #465-1/2 OR #461 A5 APPLIGABLE.
2. CHEGK VALVE5: 2" IP5 OR 5MALLER - CRANE #31. 2-1/2" IP5 OR LARGER - CRANE 313.
3. H05E BIBB: CHIGA60 FAUGET5 #3&1 WITH KATT5 NO. bA BAGKFLOH PREVENTER. KEY
OPERATED HANDLE5.
4. QUARTER TURN 5TOP VALVE: BRA55GRAFT - 1/4 TURN BALL 5TOP (KT 5ERIE5). MG6UIRE
MFO. - CONVERTIBLE 1/4 TURN BRA55 BALL VALVE (LFI3V 5ERIE5). KEENEY MFD. QUARTER
TURN VALVE (PGLF 5ERIE5). LEAD FREE, 13RA55 BALL, 5TEM AND 1300Y GON5TRuGTION,
CHROME PLATED FOR GORRO51ON PROTEGTION.
2.04 GLEANOUT5
A. WHERE INDICATED AND AT THE BA5E OF ALL R15ER5. ADDITIONAL GLEANOUT5 AT THE GONTRAGTORV
OPTION FOR THE GGNVENIENCE OF TE5TI% AND ERECTION. GLEANOUIT5 1145TALLED IN FLOOR5 HITH
WATERPROOF MEMBRANE 5HALL BE PROVIDED HIT14 CLAMPING RIN65. IN5TALL GLEANOUT FRAME5 AND
GOVER5 TO BE FLL15H WITH THE ADJOINING ARGHITEGTURAL FIN15HIN& MATERIAL. GLEAN-OUT5 LOGATED
OUT51DE THE BUILDING 5HALL 13E THO-HAY TYPE. J05AM MODEL NUMBER5 ARE INDIGATED BELOW.
GOMPARABLE MODEL NUMBER513Y HADE OR J. R. 5MITH HILL BE GON51DERED FOR APPROVAL.
B. GLEANOUT PLIk�6: J05AM 5&540- 20.
G. GLEANOUT5 IN WALL: J05AM 5blqO- 22.
D. GLEANOUT5 IN CONCRETE AND TERRAZZO FLOOR FIN15HE5: J05AM 5&4(OOA- 2.
2.05 PIPE HAN67ER5
A. HAN6ER5 5HALL BE OF THE GLEV15 TYPE, M55 5P-5b, TYPE 1.
2.0(b WATER HAMMER ARRE5TOR5
A. IN GONFORMANGE WITH PLUMBINC7 AND DRAINAGE IN5TITUTE NO. PDI-M-201 AND A55E 1010.
2.01 PLUMBING FIXTURE5
A. GENERAL: ALL PLUMBING FIXTURE5 5HALL 13E "FIR5T QUALITY". ALL ENAMELED IRON FIXTURE-5 5HALL HAVE
A( ID RE515TINC-7 MITE ENAMEL. ALL FIXTURE5 AND FITTIN65 PROP05ED 5HALL BE FROM ONE
MANUFAGTURER AND OF 51MILAR GHARAGTER. E5GUTGHEON5, HANDLE5, ETC., ON THE DIFFERENT FIXTURE5
5HALL BE OF THE 5AME DE516N. ALL FIXTUIRE5 AND FITTIN&5 PROP05ED 5HALL BE 5"ITTED FOR
APPROVAL WITH CATALOG GUT5 AND FULL DE5GRIPTION. ALL EXP05ED METAL AND PIPING NOT OTHERA15E
5PEGIFIEO 5HALL 13E POL15HED GHROMIUM ON BRA55 OR BRONZE. ALL GOLD HATER �,UPPLY TO FIXTURE5
5HALL BE PROVIDED WITH 5TOP5 OF THE L005E KEY TYPE.
B. 5EE DE516N BA515 FOR FIXTURE 5PEGIFIGATION5. WHERE FIXTURE TYPE5 REFER TO TH05E MANUFACTURED
BY AMERIGAN 5TANDARD, UNLE55 OTHERN15E NOTED, THE5E NUMBER5 ARE U5ED TO INDIGATE TYPE AND
QUALITY Of FIXTURE5 DBIRED. FIXTURE5 OF EQUAL QUALITY MANUFAGTURED BY AMERICAN 5TANDARD,
GRANE, ELJER OR KOHLER WILL BE GON51DERED FOR APPROVAL. HANGER 5UPPORT5 AND GARRIER5 5HALL
BE IN5TALLED IN ACCORDANCE WITH MANUFACTURER5'RECOMMENE)ATION5.
2.Oq THERMAL IN5ULATION
A. GENERAL: NO IN50LATION 5HALL BE 1145TALLED UNTIL THE PIPING 5Y5TEM5 HAVE BEEN CHECKED AND FOUND
FREE OF ALL I FAK5.5URFAGE5 5HALL BE GLEAN AND DRY BEFORE ATTEMPTING TO APPLY IN5ULATION.
IN51JLATION 5HALL BE IN5TALLE0 BY A PROFE55IONAL IN50LATION GONTRAGTOR WITH ADEQUATE
EXPERIENCE AND AL31LITY TO PERFORM THE WORK. THE GONTRAGTOr� 5HALL VERIFY THAT ALL MATERIAL5
GOMPLY WITH THE 5PEGIFIGATION5.
B. DOME5TIG WATER PIPING:
1. MATERIAL: 5HALL 13E IN5ULATEI) WITH I' THICK JOHN5-MA% I,' I E FLAME 5AFE AF-T
FIBER61LA55 PIPE Iff)ULATION.
2. APPLICATION: PRIOR TO IN5TALLIN6 THE IW?ULATION, THE PRE5WRE RELEA5E PAPER
5HALL BE REMOVED FROM THE JACKET LAP5. PIPE IN5ULATION 5HALL BE 5EGURED IN
PLACE BY APPLYING PRE55URE TO THE PRE55URE 5EN51TIVE GL05URE 5Y5TEM. ELE3011115
5HALL BE MULATED WITH JOHN5-MANVILLE UNIFIT PVG FITTING GOVER5. VALVE5 AND
OTHER IRREGULAR 5HAPED FITTINC-6 5HALL BE IWA)LATED WITH PIPE MULATION
5E6MENT5 AND FIN15HED HITH A 5KIM GOAT Of AIR DRYING JOHN5-MANVILLE 3-75
GEMENT AND WHITE 6LA55 FABRIC, DIPPED IN F05TER5 30-60 COMING OR EQUAL.
PART 3 EXEGUTION
3.01 501L, HA5TE, AND VENT PIPING
A. BURIED PIPING: 501L AND WA5TE PIPE AND FITTIN65 BELOW T14E FLOOR 5LAE3 AND THE BUILDING FIVE FOOT LINE 5HALL BE OF 5GHEDULE
40 PVG PLA5TIG AND 5HALL BE PROVIDED P41TH A LOGATOR HIRE NO. 12 GAGE 1145TALLED PER MANUFAGTURE5'RECOMMENDATION5.
B. ABOVE GRADE 501L, WA5TE, AND VENT PIPING AND FITTIN65 5HALL BE 5GHEDUl IF 40 PVG PLA5TIG.
3.02 DOME5TIG WATER PIPING
A. ALL PIPE AND FITTIN65 5HALL 13E 5GHEDULE 9>0 GPVG.
3.03 CLEANING AND PROTEGTION OF PIPE
A. BEFORE BEING PLACED IN P05ITION, PIPE AND FITTIN65 5HALL 13E GLEANED CAREFULLY. ALL PIPE 5HALL BE MAINTAINED IN A GLEAN
GONDITION.
3.04 PIPE IN TRENGHE5
A. 5EHER AND HATER PIPING 5HALL BE PLACED IN 5EPARATE TRENGHE5.
B. HATER PIPING 5HALL BE BURIED AT A DEPTH OF 51X INGHE5 13ELOH THE FR05T LINE OR A MINIMUM OF 12 INGHE5, MIGHEVER 15 GREATER.
3.05 IN5TALLATION Of 5GREN-JOINTEDPIPIN65 (If U5ED)
A. ALL PIPING 5HALL BE GUT AGGURATELY TO MEA5UREMENT5 E5TA1311-15HED BY THE GONTRAGTOR AND 5HALL BE WORKED INTO PLACE
HITHOUT 5PRIN6IN6 OR FORGING. PROPER PROV15ION 5HALL BE MADE FOR THE EXPAN51ON AND CONTRACTION OF ALL PIPE LINE5. PIPE
AND FITTIN65 5HALL BE FREE FROM FIN5 AND BURR5. 5GREW JOINT5 IN WATER PIPING 5HALL BE MADE WITH A LUBRICANT APPLIED ON
THE MALE THREAD5 ONLY. THREAD5 5HALL BE FULL GUT AND NOT MORE THAN THREE THREAD5 ON THE PIPE 5HALL REMAIN EXPO5ED. ALL
FERROU15 PIPE THREAD, AFTER BEING IN5TALLED AND TE5TED, 5HALL 13E GIVEN ONE GOAT OF RED LEAL) AND OIL PAINT. UNION5 AND
UNION TYPE GONNEGTION5 AND 5HUT-OFF VALVE5 5HALL 13E PROVIDED FOR ALL FIXTURB AND EQUIPMENT READY FOR 015GONNEGTION.
ON FERROU15 PIPE 3 INCHE5 IN DIAMETER AND 5MALLER, UNION5 5HALL 13E 150 POUND 5TEAM-HORKINC-PRE55LRE MALLEA13LE IRON
GROUND JOINT TYPE. PIPE HUNG FROM GEILIN65 5HALL BE 5UPPORTED BY HEAVY, AD16TABLE HAN67ER5 GONFORMIN6 TO M55 5P-5q.
ALL HANG-ER5 AND GOLLAR5 5HALL 13E OF 51ZE5 WITA13LE FOR THE HEI 6HT OF THE PIPE. ALL GHAW-7E5 IN 51ZE5 OF PIPE 5HALL BE
MADE WITH REDUCING FITTINC-5.
3.06 WATER HAMMER ARRE5TOR5
A. WATER HAMMER ARRE5TOR5 5HALL 13E PROVIDED IN5TEAD OF 51TE-FABRIGATED AIR GHAMBER5, AND 5HALL 13E 5VE1? A5 REQUIRED
AND IN5TALLED IN AGGORDANGE WITH MANUFACTURERS REGOMMENDATION5.
3.01 5ANITARY 5Y5TEM5
I 5ANITARY 5Y5TEM5 5HALL BE PROVIDED WHERE APPLICABLE, HITW FITTING-5 AND 1/13 OR Illb BEND5 OR COMBINATION Y AND I/B BENDS. ALL
FIXTUIRE5 NOT 5PEGIFIED TO 13E PROVIDED WITH TRAP5 A5 INTEGRAL PART5 OF T�ER OUTFIT5 AND ALL DRAIN5 5HALL HAVE 5EPARATE
TRAP5 WITH GLEANOUT5. HA5TE LINE5 5HALL NOT BE LE55 THAN 2 INGHE5 IN DIAMETER- ALL FIXTURE5 5HALL 13E INDIVIDUALLY VENTED, OR
5HALL BE GONNECTED TO A VENTED 501L OR WA5TE LINE. UNLE55 INDIGATED OTHERH15E, 5ANITARY PIPING 5HALL FORM GIRGUIT OR LOOP
VENT5 HITH NO DEAL) EN05 OR INVERTED 51PHON5. GIRGUIT OR LOOP VENT LINE5 5HALL 13E CONNECTED AT A HEIGHT OF NOT LE55 THAN 12
INGHE5 ABOVE THE FIXTURE5 5ERVEL). HORIZONTAL VENT5 5HALL 5LOPE DOWN TO HA5TE OR 501L BRANCH OR5TAGK. HORIZONTAL 501L AND
KA5TE PIPINGGENERALLY, 5HALL BE GRADED I/& INCH PER FOOT. VERTICAL 5TAGK5 5HALL BE EXTENDED FULL 51ZE A5 VENT5 TO NOT LE55
THAN 12 INGHE5 ABOVE THE ROOF AND 5HALL BE PLACED IN P051TION BEFORE THE ROOFING 15 APPLIED. MERE PRAGTIGABLE, TWO OR MORE
VENT LINE5 MAY BE GONNECTED AND EXTENDED A5 ONE PIPE THROUGH THE ROOF. GLEANOUT5 5HALL BE IN5TALLED AT THE FOOT OF EACH
501L OR WA5TE LINE, AT GHAN6E5 IN DIREGTION IN THE LINE5, AND 44ERE INDIGATED; HOWEVER, WITHIN THE BUILDIN65, THE D15TANGE BETWEEN
GLEANOUIT5 IN HORIZONTAL RUN5 5HALL IN NO GA5E EXCEED 50 FEET. GLEANOUT5 IN FLOOR5 5HALL BE EXTENDED FULL 51ZE TO THE FLOOR
LEVEL HITH OUTLET5 FITTED WITH TRAP 5GREH5 WITH GOUNTER-5)NK GAP5. GLEANOUT5 5HALL BE PIPE 51ZE EXGEPT NO GLEAN OUT 5HALL
EXCEED b INGHE5 IN DIAMETER. VENT FLA5141% AT THE ROOF 5HALL EXTEND NOT LE55 THAN b INCHE5 FROM THE VENT PIPE IN ALL
DIREGTION5. LEAD FLA5HIN6 5HALL 13E TURNED DOWN INTO THE PIPE5 OR HUB5.
3.0& WATER 5Y5TEM5
A. WATER 5Y5TEM5 5HALL 13E IN5TALLE0 HITH A FALL TOHAR05 T14E 5HUT OFF VALVE OR THE LOHE5T FIXTURE. BRAN6HE5 FROM GOLD
WATER LINE5 5HALL BE PROVIDED TO FIXTURE5 AND OUTLET5 A5 INDIGATED.
3.04 HATER VALVE5
A. WATER VALVE5 5HALL 13E IN5TALLEI? IN AGGE551BLE PLAGE5 AND 5HALL BE LOGATED A5 FALLOH5:
1. VALVE WITH H05E CONNECTION ON THE BUILDING 51DE OF THE MAIN 5HUT OFF VALVE.
2. 5HUT OFF VALVE ON EACH 5UPPLY TO EAGH FIXTURE NOT PROVIDED WITH GOMPRE55ION 5TOP.
3. VALVE5 5HALL BE PROVIDED ON ALL BRANGHE5 5ERVIN6 MORE THAN ON FIXTURE.
3.10 IN5TALLATION Of FIXTURE5
A. GONNEGTION5 13ETHEEN HATER CL05ET5 AND THE FLAN67E5 ON 501L PIPE 5HALL BE MADE 6A5 AND WATER T16HT V41TH ONE PIEGE
5PEGIAL MOLDED 6A5KET. All BULK MATERIAL INCLUDING PUTTY AND PLA5TIG55HALL NOT BE U5ED. FLOOR PRAIN5 5HALL BE 5EGURED
TO THE WATERPROOFING OR FLA5HIN6 IN A WATER TIGHT MANNER. EXACT ROU6H-IN LOGATION5 FOR FIXTURE5 AND FLOOR DRAIN5
5HALL BE DETERMINED FROM THE ARGHITECTURAL PRANINC75.
3.11 5UPPORT!5 AND FA5TENIN65
A. PLUMBING FIXTURE-5, TRIMMIN65, AGGE55ORIE5 AND APPURTENANGE5 5HALL BE5ECURED TO GONCRETE BY 1/4 INGH BRA55 EXPAN51ON
BOLT5 NOT LE55 THAN 4 INGHE5 LONG, AND TO 6YP5UM HITH 5TEEL PLATE5 Ilb INCH THIGK, b INGHE5 WIDE AND NOT LE55 THAN 24
INGHE5 LONG AT THE BAGK OF THE THROUGH BOLT5. EXPAN51ON BOLT5 5HALL BE OF A LENGTH 5UFFIGIENT TO EXTEND AT LEA5T 3
INGHE5 INTO 50LID GONGRETE. THROUGH Ek..'LF5 5HALL 13E PROVIDED HITH PLATE5 OR HA5HER5 AT THE 5AGK AND 5ET 50 THAT HEAD5,
NU15, AND HA5HER5 WILL BE CONCEALED BY THE HALL MATERIAL. EXP05ED HEA05 OF BOLT5, AND NUT5 5HAILL BE NIGKEL-GHROMIUM
PLATED HEXA6ON5 WITH ROUNDED TOP5. WHERE NEGE55ARY, NIGKEL-GHROMIUM PLATED HA5HER5 5HALL BE PROVIDED.
3.12 PIPE 5LEEVE5
A. PIPE 5LEEVE5 5HALL BE PROVIDED WHERE PIPE5 PA55 THROUGH MA50NRY OR CONCRETE HALL5, FLOOR5, ROOF5 AND PARTITION5.
5LEEVE!5 5HALL BE PLACED DURING GON5TRUGTION OF THE BUILDING ANO AT NO TIME 5HALL JACK HAMMER5 BE U5E0. 5LEEVE5 IN
OUT51DE HALL5 BELOW AND AE30VE GRADE, OR IN FLOOR 5LAB5, 5HALL BE ZING-GOATED 5HEET 5TEEL. 5PAGE BETWEEN PIPE, TUBING
OR MULATION AND THE 5LEEVE 5HALL NOT LE55 THAN 1/4 INCH. 5LEEVE5 5HALL BE HELD 5EGURELY IN PROPER P051TION AND LOCATION
BEFORE AND DURING CON5TRUGTION. ALL 5LEEVE5 5HALL BE OF 5UFFIGIENT LENGTH TO PA55 THROUGH ENTIRE THIGKNE55 OF WALL5,
PARTITION5 OR 5LAB5. 5LEEVE5 IN FLOOR 5LAE35 5HALL EXTEND 2 INGHE5 ABOVE THE FIN15HED FLOOR. 5PAGE BETWEEN THE PIPE AND
THE 5LEEVE 5HALL BE FIRMLY PACKED WITH OAKUM AND CAULKED ON E30TH END5 OF THE 5LEEVE WITH IN5ULATI% CEMENT. 5LEEVE5
LOGATFD IN HATERPROOFED GON5TRUGTION 5HALL BE PROVIDED WITH FLANGE AND GLAMPIN65 RIN65. 5LEEVE5 ARE NOT REQUIRED IN
FLOOR 5LAB5 LOGATED ON GRADE EXCEPT THAT C49PPER PIPE 94ALL NOT COME INTO GONCRETE.
3.13 5TERILIZATION
A. PRIOR TO 5TARTINr-, WORK, VERIFY 5Y5TEM 15 COMPLETE, FLU5HED AND GLEAN.
B. EN5URE PH OF WATER TO BE TREATED 15 BETWEEN 1.4 AND 1b BY ADDING ALKALI (GA16TIG 500A OR 500A A5H) OR ACID
WDRO( HLORIG).
G. INJEGT 015INFECTANT, FREE GHLORINE IN LIQUID, POWDER, TABLET OR GA5 FORM, THROUGHOUT 5Y5TEM TO OBTAIN 50 TO &0 M&L
RE51DUAL.
0. BLEED WATER FROM OUTLET5 TO EN5URE 015TRIBUTION AND TE5T FOR D15INFEGTANT RE51DUAL AT MINIMUM 15 PERCENT OF OUTLET5.
E. MAINTAIN 015INFEGTANT IN 5Y5TEM FOR 24 HOUR5.
F. IF FINAL 015INFEGTANT RE51MAL TE5T5 LE55 THAN 25 M6A-, REPEAT TREATMENT.
6. FLU15H 015INFECTANT FROM 5Y5TEM UNTIL RE51L-A)AL EQUAL TO THAT OF INCOMING WATER OR ID M6A-.
H. TAKE 5AMPLE5 NO 50ONER THAN 24 HOUR5 AFTER FLU5141%, FROM 10 PERGENT OF OUTLET5 AND FROM HATER ENTRY, AND ANALYZE IN
AGCORDANGE WITH A" 6651.
1. A TE5TIN6 FIRM COMPANY 5PEGIALIZI% IN TE5TING POTABLE WATER 5Y5TEM5 5HALL BE APPROVED BY THE 5TATE
J. A GERTIFIGATE 5HALL BE 5UBMITTED TO OWNER THAT GLEANLINE55 OF WATER 015TRIBUTION 5Y5TEM MEET5 OR EXGEED5 5TATE HR5
REOUIREMENT5.
3.14 ANCHORING, GUIDING AND 5UPPORTIN67 OF PIPING
A. ALL PIPING 5HALL BE ANCHORED AND 5UPPORTED IN A MANNER 5UGH THAT EXPAN51ON AND CONTRACTING WILL TAKE PLACE IN THE
DIRECTION DE51RED AND VIBRATION AND UNDUE 5TRAIN5 ON EQUIPMENT WILL BE PREVENTED BY U5E Of VIBRATION DAMPENER5.
HAN67ER5 U5ED FOR THE 5UPPORT OF PIPING, 2 INGH NOMINAL PIPE 51ZE AND LARGER, 5HALL 13E FABRIGATED TO PERMIT ADEQUATE
ADJU15TMENT AFTER EREGTION WHILE 5TIH 5UPPORTI% THE LOAD. HALL BRAGKET5 5HALL BE L15ED WHERE PIPE5 ARE ADJAGENT TO
HALL OR OTHER VERTIGAL 50RFAGE5 THAT MAY BE U5EI) FOR 5UPPORT5. 5UPPORT5 5HALL BE PROVIDED WITH A TYPE 40 PIPE
COVERING PROTEGTION 5ADDLE AT EACH 5UPPORT IN AGGORDANGE WITH TA13LE 4 OF 5P-bq. PIPE 5UPPORT5 5HALL 13E 5PAGED TO
B.
G. PROVIDE ADEQUATE 5UPPORT FOR THE PIPE5, THE MEDIUM IN THE PIPE, IN50LATION, VALVE5 AND FITTIN65; 5PAGIN6 OF 50PPORT5 5HALL
BE 5UGH A5 TO PREVENT THE FORMING OF POGKET5. THE MAXIMUM HORIZONTAL 5PACIN6, FOR METAL PIPINC713ETHEEN PIPE 5UPPORT5
5HALL CONFORM TO TABLE 3 OF M55 5P-bq, EXCEPT THAT GA5T IRON 501L PIPE 5HALL HAVE A MAXIMUM 5PAGIN6 13ETVEEN HANGER5
OF 5 FEET. VERTIGAL PIPING 5HALL BE 5UPPORTED BY BOLTED 5TEEL GLAMP5 OR TYPE GONFORMIN6 TO M55 5P-bq. PIPE HAN67ER5
5HALL 13E 15OLATED FROM UNIN50LATEI? METAL PIPE WITH NEOPRENE PAP5 5U( H THAT ORGAN HJ51G WIH NOT PERMIT OR GAU5E THE
PIPE TO VIBRATE WITHIN THE 5UPPORT.
3.15 IN5TRUGTION MANUAL5
A. FURN15H FOUR GOMPLETE GOPIE5 OF IN5TRUGTION5 EXPLAINING OPERATION AND MAINTENANCE AND REPLACEMENT PART5 L15T5 FOR THE
FAUCET TRIM, FLU514 VALVE5, AND FIXTUIRE-5.
3.16 5AFETY CODE
A. ALL PIPING IN AGGORDANGE HITH AN51
3.11 A5-BUILT DRAHIN65
A. PROVIDED A COMPLETE 5ET OF REPRODUCIBLE 'A5-BUILT' ORMINC-6 AT JOB COMPLETION.
3.0 FIELD TE5T5
A. WATER 5UPPLY PIPINC75HALL BE 5UBJEGTE[) TO A HYDR05TATIG PRE55URE TE5T OF 100 P51 MINIMUM. PRE55URE 5HALL 13E MAINTAINED
ON THE LINE5 FOR A PERIOD OF TIME 5UFFIGIENT TO EXAMINE THE ENTIRE 5Y5TEM BUT NOT LE55 THAN ONE HOUR.
B. 5ANITARY PIPING: 13EFORE THE IN5TALLATION OF ANY FIXTURE5, THE VENT5 OF THE 5Y5TEM 5HALL BE GAPPED AND ALL LINE5 FILLED
WITH WATER TO THE ROOF AND ALLOWED TO 5TAND UNTIL A THOROUGH IN5PE( TION HA5 BEEN MAO. AFTER THE FIXTURE-5 ARE 5ET, A
5MOKE OR EQUIVALENT TE5T 5HALL BE MADE U5INC7 A 501TA13LE APPARATU5.
I HERE13Y GERTIFY THAT I HAVE REVIEWED
TH15 PLAN AND FOUND IT TO 13E IN COMPLIANCE WITH A5G-E 1-16 AND
THE 2020 BUILDING GODE ITH EDITION
owl I I I I////,
10A)(4-1,
No86663
-;3 STATE OF /44 - I
ORID
: 1-11roY
E
0
0
_g_-
m
Lij
cu
a)
a
C)
E
Lu
<
Lu 0 C,
of .*-
C) Lr)
c)
c)
uj
LL
0
w
z = a- -1
LL
X LU >- 6
cu V
Lu
ui
z
uj
CL
J co
c:)
z
Lu
co
c:: co
0 c)
0
i
LL.
U-)
co
c1c)
C?
�2
z
0
N
C14
Z
ix
Z
x
z
z
Ix
0.
<
0
C3
0
C)
0
c)
c)
<
cy')
0
0
0 F-
L0
LL
C6
< CD
C) co
of
m
a- Lu
rL
Lu
Lu
U)
N
0
Lu
:z
c/)
c/)
0
C)
u-
C)
Lu
0-
c/)
(D
2-7
co
2
DRAWING
12
(2)1 4,14G, 1 /2 "C
L-12
Lq? F-1 F1 q)
"o WH
010,106,314"G
L-6,&
[ -- — — — — — — — — — — — — — - PLUMB" GWA&L- — — — I
�(2)14,146�314"r,
L-4
(4) LOL,
(2)10,106�3/1'G
L-5,1
7GFET11
------ ------------- --------
(2)14,14G,1/2"C R
L-10 ELECTRICALLY
OPERATED DOOR AND
(2)10,1 OG,3/4"C (2)14,14G,1/2"C CONTROL B(MON.VERIFY
L— 1,3 L-14 FINAL BUTTON
x I _ PLACEMENT NITH CLIENT.
NEN METER CENTER, n
P05T 516N INDIGATIN6 FI \_D15G-ONNEGT FOR
MORE THAN ONE WP EX15TIN6 GONDEN5ER
5ERVIGE TO 5TRUGTURE
AT ALL METER GENTER5 NEN GONDEN5ER @ EX15TINC7 GONDEN5ER,
EXTEND GONEVIT TO NEN
LOCATION
*NOTE* CONDUIT 4 REFRIC7ERANT LINE5 5HALL
BE RUN FROM EX15TINC7 3� ELECTRICAL j
5ERVIGE 4 EVAPORATOR UNDER RAMP TO NEN
GONDEN5ER LOCATION
POHER PLAN
V4" - 1'-0'
C"
LU
Cn
0_
a)
Cn
0
Cn
U-)
0
0-
'MR
RELOCATE EX15TIN67 GONDEN5ER TO
TH15 AREA DURINC7 GON5TRUGTION.
PROVIDE TEMPORARY 3� 5ERVIGE
AND REFRIC7ERANT LINE5. EN5URE
PROPER OPERATION
X2
�_11111111110
W:1
rma;;
LI 0HTIN67 PLAN
Vir - 1'-W
X2
If
L-1
L-1
L-1
— 1
a I � X1
IMM
L-1
EXTERIOR LIC7HTIN6
CONTROLLED BY
TIMEOLOC,K OR
PHOTOCELL
LDNb TO
BA6KLIC7HT
5TAINED
C7LA55
WINDON
1/4" = V-0"
P-1 FrTPIrAl qYkAPr)l <Z
S — SINGLE POLE TOGGLE SWITCH
S3 — 3—WAY SINGLE POLE TOGGLE SWITCH
SID — SINGLE POLE DIMMER SWITCH 0 to 10V COMPATABLE TO LIGHTS BEING DIMMED
Sa — "a/b" INDICATES LIGHTS TO BE SWITCHED
— TIME CLOCK OVERIDE SWITCH (MAX. 2 HR)
— DAYLIGHT SENSOR
— WALL MOUNTED OCCUPANCY SENSOR FOR SMALL AREAS
— CEILING MOUNTED OCCUPANCY SENSOR LARGE AREAS
— CEILING MOUNTED OCCUPANCY SENSOR (LARGE RESTROOMS)
— WALL MOUNTED OCCUPANCY SENSOR (SMALL RESTROOMS)
— WALL MOUNTED OCCUPANCY SENSOR W/2 LIGHT CONTROL
(OFFICES) (SEE SWITCH DETAIL)
— WALL MOUNTED OCCUPANCY SENSOR (CLOSETS)
(7) — WALL MOUNTED DIMMABLE OCCUPANCY SENSOR
VERIFY LINE VOLTAGE OR 0-10V
MANUAL "ON" DIMMABLE OCCUPANCY SENSOR
VERIFY LINE VOLTAGE OR 0-10V
WALL MOUNTED OCCUPANCY SENSOR FOR RECEPTACLES
SIMPLEX RECEPTACLE
DUPLEX RECEPTACLE
QUADRUPLEX RECEPTACLE
DUPLEX RECEPTACLE ON TIME CLOCK OR OCCUPANCY SENSOR. CONTROLLED
RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED.
MONITOR CABLE/VERIFY TERMINATION W/OWNERS
GFI — GROUND FAULT INTERRUPTER
WID — WATER PROOF 3R NEMA 3R
NIF — NON —FUSED NL NIGHT LIGHT
E:DJ — DISCONNECT SWITCH
— ELECTRICAL PANELBOARD
— EMERGENCY LIGHTING/EXIT SIGN W/BATTERY BACKUP
— EMERGENCY LIGHTING—W/BATTERY BACKUP
J— RESTROOM EXHAUST FAN
2 VOICE (CAT 5)/2 DATA (CAT 6) OUTLET
�d DATA & COMMUNICATIONS TO BE VERIFIED W/OWNERS
TC TIME CLOCK
@ PHOTO ELECTRIC SENSOR
4) 208V CONNECTION FOR WASHER/DRYER EQUIPMENT— TO BE VERIFIED
CONDUIT IN FLOOR
NOTE:
Occupancy Sensors are to be "Occupancy/Vacancy Sensors unless indicated
otherwise. ie: "Manual On" is a Vacancy sensor w/auto off.
I HERE13Y CERTIFY THAT I HAVE REVIENED
TH15 PLAN AND FOUND IT TO 13E IN GOMPLIANGE HITH A5GE -7-169 AND
THE 2020 BUILDING CODE ITH EDITION
\\\\\\\\M I I///////
()tl IVIA)(4.,
�CENs'-",
v y
No 86663
CC Z:
STATE OF
0
R v-, �x AU!0�
/ Y71 if g ->
E
0
q
0
0
CU
Uj
CU
(D
0
E
0
LLJ
Of
W 0 C�l
m 13.1� m
C,)
Uj
LL_
0
m
z z 0-1
a- LL
x CLJU)
LU
W
CU Lmu
af
CL
cf,
00
CC)
Cl)
LU
0
0
j
LL.
LO
CD
�2
i3i
C
0
C14
C-4
z
Z
z
t;
Ld
z
IL
a
(L)
C)
0
c)
C) 0
< Lu
0 >
<
00
CW)
_j
LL.
0
0 L0
< C)
C) r--
00
U) C-)
LU
LU
W W
P14
U)
0
LU
C)
C)
LLJ
_j
LLJ
DRAWING
13
ELECTRICAL SPECIFICATIONS
1.1 SCOPE
A. WORK INCLUDED: Include the following Work in addition to items normally part of this Section:
01 Wiring for lighting and power.
02 Installation of lighting fixtures with lamps.
03 Lighting panelboards and distribution panelboards.
04 Connection of equipment shown.
05 Control wiring.
06 Disconnection and removal of existing fixtures and wiring not to be reused.
1.2 MINIMUM COMPLIANCE STANDARDS
A. All work shall be done in accordance with the requirements of the following:
01 Florida Building Code Seventh Edition (2020).
02 Florida Building Code - Electrical Conservation Seventh Edition (2020), Section C405.
03 2017 issue of the National Electrical Code (NFPA 70).
04 All Receptacle Control to conform to ASHRAE Standard 90.1, 8.4.2, 2010.
05 Wiring in Patient Care Areas shall comply with NEC 517.
06 Other applicable NFPA Codes.
07 Regulation �f local authorities having jurisdiction.
B. Furnish and install all labor, material and equipment and services necessary for complete and
safe installation of the electrical system indicated on the drawings and noted in the
specifications hereinafter. Electrical systems and equipment shall in general include the following:
01 General provisions for electrical work.
02 Wiring, distribution equipment and devices.
03 Lighting fixtures and lamps.
04 Grounding system.
1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK
A. DRAWINGS: Electrical drawings considered diagrammatic and indicate general arrangement of work
and systems. Refer to other drawings to verify location of equipment, etc. Check drawings of
other trades to verify exact space condition or underground lines. Drawing Scales prohibit the
indication of all offsets, fittings and accessories required, however these items will be
provided by this subcontractor at no extra cost to the owner.
B. QUALITY OF MATERIALS: New, best of their respective kind, free from defects, and listed by
Underwriter's Laboratories, Inc. or bearing their label.
C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and panelboards.
Obtain approval before equipment is ordered, built or installed.
D. EXCAVATION AND BACKFILLING: Excavate, backfill and restore surfaces for all electrical work.
E. Visit site and inspect existing facilities before bid in order to ensure proper evaluation of
working conditions and location of existing equipment.
1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES
A. CONDUCTORS: Copper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and
smaller size solid, No. 8 and larger stranded. Insulation of conductor thermoplastic, type THHN
(min. size: No. 12) any wire installed outside, underground, in slabs, or exposed to moisture
shall have THWN insulation.
B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1/2 inch except
as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless,
cornression fittings, and minimum 1/2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT,
continuous singlestrip, galvanized, and minimum 1/2" size except as noted or required for wiring. PVC
CONDUIT, heavy duty type, size as indicated. Separate raceways shall be used for each voltage system.
Type AC or MC Cable where permitted.
C. DISCONNECT SWITCHES: General Duty, horsepower rated for motor loads 600 or 250 volt rating, fused
or non -fused as noted; number of poles as indicated, cover interlocked with switch. Enclosure
NEMA 1 for indoor use und NEMA 3R for weatherproof applications. Switch to be Square "D" or equal.
D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with
manually operated insulated trip -free handle. Multi -pole types with internal common trip bar.
Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10,000 RMS
symmetrical amperes circuit breakers to be Square "D" or equal, type as required.
E. PANELBOARDS: Voltage, phasing and ampere ratings as indicated, circuit breaker type as indicated,
busbars of hard drawn copper, minimum 98% conductivity, galvanized steel back box, door and trim.
All corners lopped and welded, hardware chrome plated with flush lock and catch. Hinges semi -
concealed, 5 knuckle steel with nonferrous pins, 180 degree openings. Minimum gutter space 5-
3/4" sides, top and bottom. Increase size where required by code. Directory holder complete
with clear plastic transparent cover indicating typewritten list of feeder cables, conduit sizes,
circuit numbers, outlets of equipment supplied, and their location. Circuit breaker type
panelboards to be Square "D" type NQOD or I -Line, or equal. A plastic label shall be located on exterior of
ponelboard identifying the system voltage, phase, and current rating.
F. WIRING DEVICES: All devices the product of the some manufacturer. Wall switches single pole, 20
ampere, 120 volt. Wall switches three-way, 20ampere, 120 volt. Receptacles duplex, 2 wire; 3
pole grounded, 20 ampere, 120 volt.
G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for
special outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES
COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER.
1.5 LIGHTING FIXTURES AND LAMPS
A. Furnish and install complete system of lighting fixtures, lamps, accessories and supports as
specified and indicated. Submittals of equal quality are allowed.
1.6 GROUNDING SYSTEM
64 EQUIPMENT: Ground non -current carrying metal parts of panelboard, raceways and all lighting
fixtures. All conduits shall have equipment grounding conductors.
U)
-A.7 INSTALLATION
A. Secure all supports to building structure. Support horizontal runs
o6 of metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right
U)
angles to walls.
Pass raceways over water, steam or other piping when pull boxes are not required. No raceway
within 3 inches of steam or hot water pipes, or appliances, except crossings where raceway shall
C5
.2 be at least 2 inches from pipe cover.
Z. Cut conduit ends square, ream smooth. Paint male threads of field threaded conduit with graphite
a)
[0 base pipe compound. Draw up tight with conduit couplings.
,,C. Leave wire sufficientl long to permit making final connections. In raceways over 50 feet in
y
which wiring is not installed, furnish pull wire.
Verify locations of outlets and switches.
Support panel, junction and pull boxes independently to building structure with no weight bearing
on conduits.
Connect conduit to motor conduit terminal boxes with flexible conduit; minimum 18 inches in
length and 50% slack. Do not terminate in or fasten raceways to motor foundation.
Contractor to remove and salvage all abandoned electrical equiment.
This contractor shall warrant all labor and materials for one year from date of final written
0 acceptance.
2. Owner assumes responsibility to do periodic maintenance on all Aluminum Wire Connections and will
U) provide a signed letter to attest to this agreement.
C14
,9. Contractor will provide to the Building Owner, within 30 days after the date of the system acceptance, record
rawings of the actual installation Documents and Manuals per C405.6.4
2. Contractor shall provide construction documents that certify lighting controls meet performance criteria of
'Nection C405 of the Florida Building Code Sixth Edition (2017) Energy Conservation, and provided to the
%uilding Owners within 90 days of receipt of the Certificate of Occupancy per C408.3.2 of the some code.
LM . Contractor shall provide field markings on all Service Equipment in field. Field markings shall include the
6ate the fault -current calculation was performed and be of sufficient durability to withstand the environment
�`Dnvoled per NEC 110,24.
�7
�8.8 LOW VOLTAGE
Low Voltage wiring drawings to be provided by others.
77
ELECTRICAL SYMBOLS
S - SINGLE POLE TOGGLE SWITCH
S3 - 3-WAY SINGLE POLE TOGGLE SWITCH
SD - SINGLE POLE DIMMER SWITCH 0 to 10V COMPATABLE TO LIGHTS BEING DIMMED
Sa - "a/b" INDICATES LIGHTS TO BE SWITCHED
n - TIME CLOCK OVERIDE SWITCH (MAX. 2 HR)
@ - DAYLIGHT SENSOR
- WALL MOUNTED OCCUPANCY SENSOR FOR SMALL AREAS
- CEILING MOUNTED OCCUPANCY SENSOR LARGE AREAS
- CEILING MOUNTED OCCUPANCY SENSOR (LARGE RESTROOMS)
- WALL MOUNTED OCCUPANCY SENSOR (SMALL RESTROOMS)
- WALL MOUNTED OCCUPANCY SENSOR W/2 LIGHT CONTROL
(OFFICES) (SEE SWITCH DETAIL)
- WALL MOUNTED OCCUPANCY SENSOR (CLOSETS)
- WALL MOUNTED DIMMABLE OCCUPANCY SENSOR
VERIFY LINE VOLTAGE OR 0-10V
- MANUAL "ON" OCCUPANCY SENSOR
- MANUAL "ON" DIMMABLE OCCUPANCY SENSOR
VERIFY LINE VOLTAGE OR 0-10V
- WALL MOUNTED OCCUPANCY SENSOR FOR RECEPTACLES
-e - SIMPLEX RECEPTACLE
=Q - DUPLEX RECEPTACLE
_.&K -
Z;�ff? QUADRUPLEX RECEPTACLE
DUPLEX RECEPTACLE ON TIME CLOCK OR OCCUPANCY SENSOR. CONTROLLED
RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED.
MONITOR CABLE/VERIFY TERMINATION W/OWNERS
GFI - GROUND FAULT INTERRUPTER
WP - WATER PROOF 3R NEMA 3R
NF - NON -FUSED NL NIGHT LIGHT
E:::p - DISCONNECT SWITCH
M - ELECTRICAL PANELBOARD
EMERGENCY LIGHTING/EXIT SIGN W/BATTERY BACKUP
EMERGENCY LIGHTING-W/BATTERY BACKUP
RESTROOM EXHAUST FAN
2 VOICE (CAT 5)/2 DATA (CAT 6) OUTLET
DATA & COMMUNICATIONS TO BE VERIFIED W/OWNERS
TC - TIME CLOCK
- PHOTO ELECTRIC SENSOR
- 208V CONNECTION FOR WASHER/DRYER EQUIPMENT- TO BE VERIFIED
- CONDUIT IN FLOOR
NOTE:
Occupancy Sensors are to be "Occupancy/Vacancy Sensors unless indicated
otherwise. ie: "Manual On" is a Vacancy sensor w/auto, off.
To Pole Mounted
Utility Xfmr._
#3 to 3/0
(3)3/0,2.0"C
200/2
0 [L Main
Meter CB
4 CU
(Extend to other Service)
Extend to metal water line
or building steel in accordance
with NEC 250.
3/0 CU
Minimum (2)5/8"0 Copper Clad
Ground Rods spaced 10' apart.
RISER DIAGRAM
NTS
Panel L TC Ext. Lts.
200A MLO
120/240V
10 3 Wire
SN
New Service
(2)3/O,3/ON,6G,2.O"C
Bond to Concrete enclosed
Steel Rebar (min. #4) in
Bldg. Foundation per
NEC 250.50
(If Accessible)
PANEL SCHEDULE 10,000 AIC
SERVES
I
LOAD
CB/P
CKT
CB/P
LOAD
SERVES
OA OB
OA OB
Heat Pump
857
25/2
1
2
20/1
490
Lights
857
3
4
20/1
720
Receptacle
Air Handler w/Heat
2920
30/2
5
6
30/2
2500
Water Heater
2920
7
8
2500
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
Sub -Total 3357 3357 1 2990 1 3200 1
Total 6347 6557 12904 = 53.76 Amps Connected (Highest Phase)
37037.5 = 160 Amps Demand (Highest Phase)
Notes: 200A MLO 120/240V 10 3W SN
ELECTRICAL LOAD CALCULATIONS:
New Service
LIGHTING KW
Space by Space Method
Table C405.3.2(2) FBC Seventh Edition Energy Conservation
Bathroom 440.7 Sq. Ft @ 0.85 Watts per sq. ft= 0.374
Hall.181.22 Sq. Ft @ 0.66 Watts per sq. ft= 0.119
Janitor Cl 60.87 Sq. Ft @ 0.43 Watts per sq. ft= .0262
Exterior Bldg. Lts. Per FBC Conserv. C405.4.2(2)
Entry Canopy 27.81 Sq. Ft @ .40 Watts per sq. ft= 0.0111
0.53
Continuous Load 1.25 X 0.53 Sub Total 0.6625
RECEPTACLES
1st lOkw @ 100% + 0.5 X remainder 0.7
10000 + (.5 X 500)= 0
Sub Total 0.70
HVAC
(1) Heat Pump 1.714
(2) Air Handler 0.85
(3) Heat Strip 5.00
Sub Total 7.564
EQUIPMENT
(1) Water Cooler @ 1200 1.20
Equipment Reduction Factor=0.65 Sub Total 0.78
MISCELLANEOUS
(11 ) Water Heater @ 4500 4.50
Future 22.831
Sub Total 27.331
Total 37.0375
38.40 KW @ 120/240V 10 3 Wire SN = 200 Amps.
New Service = 200A 120/240V 10 3 Wire SN
SHORT CIRCUIT CALCULATIONS:
18018 (Worst Case)
Sc 1 + 2(50)(18018)
(12844)(240)
SC 8780.165 AIC
_. Let Thru Current @ 200A Disconnect
I SC: >10000.0 AIC Panel L
2% SERVICEZFEEDER VOLTAGE DROP CHART
This chart is based on a 80% of 200 Amp Main Fused Disc. (160 amp),
240V 10 Service from Utility Xfmr. to Panel L.
WIRE TYPE AND SIZE
UTILITY XFMR. TO PANEL L
3/0 75-C THW/THWN Wire
FEET VID %VD
75' 1.85 0.76
Chart indicates distance with load as shown. Should total distance exceed
what is indicated it is to be brought to the attention of this Engineer.
NOTE: All wire Copper unless indicated otherwise.
J3% EQUIPMENT VOLTAGE DROP CHART
This chart is based on a 20 amp single pole
breaker load at maximum (16 amps)
120/240V 10 Service.
WIRE TYPE AND SIZE FEET
#12 75-C THW/THWN Wire = 57
#10 75-C THW/THWN Wire = 95
I HEREE3Y GERTIFY THAT I HAVE REVIEWED
TH15 PLAN AND FOIJW IT TO BE IN GOMPLIANGE WITH A5GE 1-16 AND
THE 2020 BUILDIN6 GODE ITH EDITION
�GtIMA)(
ZA E IV ;f
No 86663
STATE OF
0!� eD'� -
E
0
C)
ci
0
C13
LJ
cc
a)
0
10.
E
LU
O� <
U.3 0
or
(D 0 L0
Cl)
Lu
LL
0
=
::D ce)
_J
Z Z: EL LL.
LU
Cr
L-Li
ED
X ':
CU 2
LU
IL
'0
< C>
co
co
co
LU
2 0
Lo
co
to
C?
Z
0
Cn
2�
ir
C14
%1_1
C-4
00
Z
W
Z
IL
a
al
0
0
C)
M
>
C) <
L.L
C)
0 L0
_J
<
0 00
C/) M
LLJ
LU
LL1 0�
NJ
C0
0
LL1
CO
W
LU
M
06
U)
LLJ
0
:Z
C)
ULJ
I
U.J
DRAWING
14
FANTEGH RE& @ 0,1255P
PROVIDES 356 GFM EA.---�
VTR VV &<P DUCT
121
C�FM
— — — — — — — — — — — — — — — PLUW" GWAS& — — —
121
GFM
r
0 R7_7
121
C,FM
co
3-7
121
GFM
RELOCATE
EXISTli�c_, — —
CONDENSER TO
THIS LOGATION
*NOTE* GONDUIT $ REFRI OERANT
NEkq THO TON CONDENSING UNIT-` LINES SHALL f3E RUN FROM
EXISTING 3(p ELEGTR16AL SEf;Z\/IrE $
EVAPORATOR UNDER RAMP TO NEkq
CONDENSER LOCATION
a
cz
f-
0
a)
2
LO
in
a)
U)
0
2
c-
0
cl)
CL
CD
in
0
U)
LO
cn
0
A)
0
'ON
AHUI OA - 20GFM V4/
4(P DUGT VTR N/ E31RD
SCREEN AND GRAVITY
DAMPER. MIN IO'FROM
ANY EXHAUST OUTLET
21-7
GFM
r M'l
Me -rim
NEN TP40 TON
AHU ON COFFIN
13OX f3Y THE
METAL SHOP
24"x24" RETURN
GRILLE. IF
FILTER E30X 15
NOT ADDED AT
--RETURN
GONNE6TION OF
E30X THEN USE
FILTER E3ACKED
GRILLE.
EX15TINO
MEC,HANIGAL
ROOM
RELOCATE EX15TINO
GONDEN5ER TO TH15 AREA
DURING GON5TRUGTION.
PROVIDE TEMPORARY 34)
5ERVIC,E AND REFRIGERANT
LINES. ENSURE PROPER
OPERATION
HVAC EQUIPMENT IN5TALLATION NOTE5
1. ALL WORK 5HALL BE IN ACCORDANCE WITH NFPA-clO A 4 B, A54RAE C-UlDE5, '5MAGNA" DUCT C045TRUCTION 5TANDARD5, NFPA 101, FLORIDA 5TATE
ENER6Y GODE, FLORIDA BUILDIINC-7 CODE AND ALL LOCAL COIDB HAVI% AR15DIGTION.
2. PROVIDE A P TRAP AT GONDEN5ATE LINE CONNECTION AT ALL AIR HANDLINC7 UNIT5. DRAIN LINE5 5HALL BE 5GH 40 PVG. 5LOPE TO POINT OF
1)15GHARC7E AT MINIMUM OF Ilb" PER FOOT.
3. ALL EQUIPMENT 5HALL BE UL. L15TED AND A.R.I. CERTIFIED. ALL MECHANICAL E69JIPMENT REQUIRI% ELECTRICAL POWER 5HALL BE IN5TALLED WITH
D15CONNEGT 5HITCHE5 AT EACH PIECE OF EQUIPMENT. COORDINATE 5HITCH REOUIREMENT5 WITH ELECTRICAL CONTRACTOR. IT 15 THE GONTRAGTOR'5
RE5PON5151LITY TO COORDINATE ALL ELECTRICAL REQUIREMENT5.
4. PROVIDE A UL. L15TED FIRE5TAT IN THE 5UPPLY AIR DUCT WORK OF ALL AHW5. THE FIRE5TAT 5HALL BE HIRED TO 5TOP THE AHU FAN UPON DETECTION OF 5MOKE
AND 516NAL THE BUILDINC-7 FIRE ALARM 5Y5TEM, (IF APPLICABLE). IF THE BUILDIN65 HA5 NO FIRE ALARM 5Y5TEM, THE FIRE5TAT 5HALL GAU5E AN AUDIBLE AND
V15IJAL ALARM IN A NORMALLY OCCUPIED AREA. IN5TALL IN ACCORDANCE WITH THE LOCAL FIRE MAR5HALL.
MECHANICAL CONTRACTOR 5HALL FURN15H, IN5TALL AND HIRE FIRE5TAT TO TERMINATION POINT.
5. DUCT DIMEN51ON5 5HOHN ARE CLEAR IW-51DE DIMEN51ON5.
6. PROVIDE A FLEX113LE CONNECTION 13ETVEEN AHU5 AND MT WORK.
1. ALL GEILINC7 DIFFU5ER5 5HALL 13E 4 HAY THROW UNLE55 INDICATED OTHERH15E.
b. ONNEH5Y5TEM5: TH15 GONTRACTOR5HALL TE5T, ADJU5T AND BALANCE ALL AIR 5Y5TEM5, RECORD ALL DATA ON 5TANDARD AABC FORM5 AND 5UBMIT REPORT
TO THE ARCHITECT / EN66INEER OF RECORD.
q. COORDINATE LOCATION OF ALL AIR DEVIGE5 WITH LIC-HTIN65 LAYOUT AND ELECTRICAL CONTRACTOR.
10. 5UPPLY AND RETURN AIR DUCT WORK 5HALL BE FABRICATED U51% ANY OF THE5E METH005:
A. "FLEXMA5TER" TYPE 5 UL. IbI GLA55 I IN5ULATED AIR DUCT OR EQUAL.
FLEXIBLE DUCT WORK 5HALL 13E IN5TALLED A5 5TRAIC7HT A5 P0551BLE AND 5HALL 13E ROUTED AND
PER DRAHINC7 AND 9)PPORTED WITHOUT FORMINC7 AIR FLOW RE5TRICTION5. FLEXIBLE DUCT IW�IJLATION VALUE 5HALL 13E A MINIMUM OF R-6.0
B. 6ALVANIZED 5HEET METAL WITH ALL 5EAM5 5EALED AIR TIC -HT 15 ALLOWED A5 AN ALTERNATE - MINI" OF R49D
C. I X" THICK FIBROU5 DUCT BOARD, OJOHN5 MANVILLE" 5UPERMT TYPE WO OR EQUAL. IF RECTAN650LAR DUCTWORK 15 CON5TRUCTEP
IT MU5T HAVE A 51MILAR TOTAL INTERNAL AREA (+/- 10%) A5 5HOHN ON THE DRAHI% TO MAINTAIN PROPER VELOCITIE5
II. ALL JOINT5 AND 5EAM5 IN DUCT WORK (REC7ARC)LE55 OF IN5TALLATION TYPE) 5HALL BE 5EALED PER UL. 151A.
ALL DUCT 5UPPORT5 AND ATTACHMENT TO 13UILPIN65 5TRUGTURE 5HALL BE A5 PER 5MAGNA 5TANDARD5
12. FLEXIBLE DUCT RUNOUT5 TO AIR IDEVIGE5 5HALL BE THE 5AME DIAMETER A5 AIR DEVICE NECK 51ZE. FLEXIBLE MT 5HALL BE "FLEXMA5TER" TYPE 5
UL. 181 GLA55 I INWLATED AIR DUCT OR EQUAL. FLEABLE DZT WORK 5HALL 13E IN5TALLED A5 5TRA16HT A5 P0551BLE AND 5HALL BE ROUTED AND
5UPPORTED WITHOUT FORMI% AIR FLOH RE5TRIGTION5. FLEXIBLE DUCT IN50LATION VALLE 5HALL BE A MINIMUM OF R-6.0
13. TOILET EXHAU`:)T DUCT HORK!5HALL BE FABRICATED OF OALVANIZED 5HEET METAL WITH ALL 5EAM5 AND JOINT5 5EALED AIR T16HT.
14. HALL MOUNTED THERM05TAT5 5HALL BE LOCATED A MINIMUM OF 5'-Ou ABOVE FIN15HEID FLOOR.
15. ALL NEW MECHANICAL EQUIPMENT AND 5Y5TEM5 5HALL BE 61JARANTEED FOR A PERIOD OF ONE YEAR AFTER WRITTEN ACCEPTANCE BY OWNER
lb. AIR GONDITIONIN(5 5Y5TEM5 THAT 5UPPLY REQUIRED VENTILATION AIR 5HALL 13E PROVIDE[? WITH GONTROL5 DE516NED TO AUTOMATICALLY MAINTAIN
THE REQUIRED OUTDOOR AIR SUPPLY RATE DURIN65 OCCUPANCY. AN ELEGTRO-MECHANICAL THERM05TAT WITH RON TIMER 5HALL OPERATE VENTILATION
5Y5TEM PURIN65 OCCUPIED PERIOD. TIMER TO BE 5ET IN FIELD DURINC7 5Y5TEM 5TARTUP.
HVAG 6ENERAL NOTE5
1. THE GONTRACTOR!5HALL FURN15H AND IN!5TALL ALL MATERIAL AND EQUIPMENT IN 5TRIGT ACCORDANCE WITH APPLICABLE GOPE5 AND 5TANDAR05, AND PER
MANUFAGTURER�5 DIREGTION5.
2. THE CONTRACTOR 5HALL 5EGURE AND PAY FOR ALL NEGE55ARY PERMIT5, LI6EN5E, IN5PEGTION5, APPROVAL5, AND FEE5.
3. THE5E PRANINC-6 ARE DIAC7RAMMATIC AND 5HOH 6ENERAL LOCATION AND ARRAN65EMENT OF ALL MATERIAL5 AND EQUIPMENT. THE PRANING-5 5HALL 13E FOLLOWED
A5 ( LO5ELY A5 BUILDIN6 GOIN15TRUCTION AND ALL OTHER WORK V41LL PERMIT.
4. DO NOT 5GALE DRAHIN655 FOR MEA5UREMENT.
5. ALL PENETRATION5 THROUC7H EXTERIOR HALL5 4 ROOF 5HALL BE FLA5HEID 4 COUNTER FLA5HED IN A WATERPROOF MANNER. (COLOR TO MATCH EXTERIOR)
b. 5EAL ALL PENETRATION5 OF RATED HALL5 WITH FIRE DAMPER 5EALANT MATERIAL APPROVED BY LOCAL CODE.
1. ALL 5U5PEWEE) MATERIAL5 AND EQUIPMENT 5HALL 13E INDIVIDUALLY 5UPPORTED FROM THE BUI;LDIN6 5TRUCTURE. DO NOT 5U5PEND ITEM5 FROM THE GEILINC7 OR IT5
5UPPORT 5Y5TEM.
b. IN5TALL ALL ( ONTROL DEVICE5 INGLUDINC-7 THERM05TAT5 AND 5NITGHE5 4'-ON AE30VE FIN15HEI) FLOOR. PROVIDE THE REQUIRED DEVIGE(5) FOR ALL 5Y5TEM5
HEATHER LOCATED ON THE PLAN5 OR NOT.
q. LOCATE GEILIN6 IDIFFL15ER5 IN ACLORDANCE WITH ARCHITECTURAL REFLECTED GEILI% PLAN5 (IF PROVIDED)
10. PROVIDE MANUFACTURER5 RECOMMENDED GLEARAWGE5 AROUND MECHANICAL UNIT5 FOR MAINTENANCE OR FILTER REMOVAL.
11. ALL PIPIN6 AND MTHORK LOCATION5 5HALL 13E COORDINATED HIT WORK UNDER OTHER DIV15ION5 OF THE 5PEGIFIGATION5 TO AVOID INTERFERENCE.
12. ALL INTAKE OPENINC-6 5HALL 13E LOCATED A MINIMUM OF 10'-0" FROM ALL EXHAU5T LOCATION5.
13. GONDEN5ATE DRAIN PIPINC-7 5HALL 13E 5GHEDULE 40 PVG PIPE AND FITTINC-75. DRAIN5 FROM ALL AIR HANDLINC-7 UNIT5 5HALL 13E TRAPPED.
14. THE MECHANICAL CONTRACTOR 5HALL PROVIDE REFRIOERANT AND LOH VOLTAC7E CONTROL LINE5 FROM THE GONDEN5ER TO THE AIR HANDLIN6 UNIT. COORDINATE
ROUTIN6 AN IN5TALLATION WITH THE 6ENERAL GONTRAGTOR.51ZE REFR16ERANT LINE5 PER MANUFACTURERS REGUIREMENT5.
15. ELECTRICAL CONTRACTOR TO PROVIDE ALL HIC7H VOLTAC7E ELECTRICAL HIRINC7, CONDUIT, 015CONNEGT 5NITGHE5, FU5E5, ETC. TO 5PLIT 5Y5TEM UNIT5. ALL FINAL
ELECTRICAL CONNEGTION5 ARE BY ELECTRICAL CONTRACTOR.
lb. REFRIC7ERANT PIPINC7 (NOT 5HOHN ON PLAN5) 5HALL BE 51ZED AND IN5TALLED IN ACLORDANCE WITH THE MANUFAcTURER5 RECOMMENDATION5, IN5TALLATION
IN5TRUGTION5, AND LOCAL CODE.
11. MECHANICAL CONTRACTOR 5HALL VERIFY LOCATION OF ALL PENETRATION5 FOR RELIEF HOOD5, OUT5I1?E AIR HOOD5, LOUVER5, AND HALL GAP5 WITH ARCHITECT 4
OWNER PRIOR TO IN5TALLATION.
0. MECHANICAL CONTRACTOR 5HALL PAINT ALL RELIEF HOOD5, INTAKE HOOD5, LOUVER5, AND VENT GAP5. CONFIRM COLOR V41TH ARCHITECT 4 OMER PRIOR TO
IN5TALLATION.
Iq. THE MECHANICAL CONTRACTOR 5HALL COORDINATE THE REQUIRED OPENIN65 IN ROOF TRU55E5 WITH THE 6L. IN ORDER TO PROVIDE ADEQUATE 5PACE, ACGE55, AND
5UPPORT FOR THE MECHANICAL UNIT.
20. THE HNERAL CONTRACTOR 5HALL PROVIDE PLATFORM5 AR REWIRE FOP, THE IN5TALLATION OF THE MECHANICAL UNIT, 501TABLE HALKINO 5URFAGE5, AND HORKIN(5
AREA5 FOR AGGE55 AND MAINTENANCE. THE MECHANICAL CONTRACTOR 5HALL COORDINATE THE REQUIREMENT5 FOR THE5E ITEM5 WITH THE 6ENERAL CONTRACTOR.
_24"x24" RETURN
GRILLE.
FII-LO AATER
FOUNTAIN
ELEVATION 9 MEGHANICAL FOOM
I
I HERE13Y CERTIFY THAT I HAVE REVIEWED
TH15 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH A5GE 1-16 AND
THE 2020 BOILDIN6 CODE ITH EDITION
\\W1110/o//
IVIAX*�
oc E N s
No 86663
STATE OF /Iji zz�
ov// h
r '707,
E
0
1�
0
0
cc
uj
ca
a)
0
C
C)
ui
<
Lu 0
Of
z cl)
0
cl)
z n- _j
LL.
X L.LJ >-
r
w
ui
Lu
cu z
LLJ LLI -E,
2 cl,
j
0
c:,
0
00
M
0
LLJ
i
LL.
W
0
_c_-
z
0
C-4
clq
IN.
0
Z
Z
6
z
z
0-
0
0
C-)
m:
C)
Z
0
F—
C)
cr)
c) 0
ui
0 2
0
0 L0
LL-
ui
C) 00
M cn
CL w
w 0�
c/)
0
w
z
F_:
cl)
C)
z
C)
LLJ
DRAWING
15
- 1, p
�'
VFIA
;..
MGM OJA S�2�c��r�