HomeMy WebLinkAbout38058 Arbor Ridge Dr (4)1 "= 10,
15 10 5 0 10 20 30
30 20 10 0 20 40 60 45 30 15 0 30 60 90
1 "=20' 1 "=30'
60 4L. 20 0 40 80 120
1 "=40' " 1 "=50'
7 50 25 0 5 100 150
15 100 50 100 200 300
1 "=100'
ABBREVIATIONS
A/C
AIR CONDITIONING
ELEV.
ELEVATOR
HW
HOT WATER
O.C.
ON CENTER
SQ. FT.
SQUARE FEET
A. B.
ANCHOR BOLT
EQ.
EQUAL
I.D.
INSIDE DIAMETER
O.D.
OUTSIDE DIAMETER
SQ. IN.
SQUARE INCHES
A.F.F.
ABOVE FINISHED FLOOR
EQUIP.
EQUIPMENT
I.F.
INSIDE FACE
O.H.
OVER HANG
STD.
STANDARD
AL.
ALUMINUM
EST.
ESTIMATE
ID
IDENTIFICATION
OH
OVER HEAD
STL.
STEEL
APPROX
APPROXIMATELY
EXC
EXCAVATE
INCL.
"INCLUDE, INCLUSIVE"
OPNG.
OPENING
SUSP,
SUSPENDED
ARCH
ARCHITECT
EXH.
EXHAUST
INSUL.
INSULATION
OPPO.
OPPOSITE
SW
SWITCH
BD.
BOARD
EXIST. or E
EXISTING
INT.
INTERIOR
P.C.
PRECAST CONCRETE
SYM
SYMMETRICAL
BLDG
BUILDING
EXT.
EXTERIOR
INFO.
INFORMATION
P.L. or P
PROPERTY LINE
SYS.
SYSTEM
BLK.
BLOCK
F.A.
FIRE ALARM
JST.
JOIST
PL.
PLASTER
T & G
TONGUE AND GROOVE
B. 0.
BOTTOM OF
F.C.O.
FLOOR CLEAN OUT
JT.
JOINT
PL. or R
PLATE
T.O.
TOP OF
BM.
BEAM
F.D.
FLOOR DRAIN
KIT
KITCHEN
PLYWD.
PLYWOOD
T.O.B.
TOP OF BEAM
BRG.
BEARING
F.E.
FIRE EXTINGUISHER
L.E.D.
LIGHT EMITTING DIODE
PREFAB.
PREFABRICATED
T.O.C.
TOP OF CURB
C.D.
CONSTRUCTION DOCUMENTS
F.S.
FLOOR SINK
L.FT.
LINEAR FEET
PSF
POUNDS PER SQUARE FOOT
T.O.F.
TOP OF FOOTING
C.I.P.
CAST IN PLACE
F.G.
FIBERGLASS
LAM
LAMINATE
PSI
POUNDS PER SQUARE INCH
T.O.J.
TOP OF JOIST
C.J.
CONTROL JOINT
FAB.
FABRICATE
LAT.
LATERAL
PTN.
PARTITION
T.O.M.
TOP OF MASONRY
C.O.
CLEAN OUT
FACP
FIRE ALARM CONTROL PANEL
LAV
LAVATORY
PVC
POLYVINYLCLORIDE
T.O.S.
TOP OF SLAB
CEM.
CEMENT
FDC
FIRE DEPARTMENT CONNECTION
—
LIN.
LINEAR
PWR.
POWER
T.O.W.
TOP OF WALL
C.T.
CERAMIC TILE
FDN.
FOUNDATION
LINO.
LINOLEUM
QTY.
QUANTITY
T.S.
TUBE STEEL
CAB
CABINET
FHC
FIRE HOSE CABINET
LT.
LIGHT
R.D.L.
ROOF DRAIN LEADER
TH.
THRESHOLD
CL or
CENTERLINE
FIN.
FINISH
LVL
LAMINATED VENEER LUMBER
R.D.O.
ROOF DRAIN OVERFLOW
THD.
THREADED
CLG.
CEILING
FL
FLOOR
M.H.
MANHOLE
R.O.
ROUGH OPENING
THK.
THICK
CLO.
CLOSET
FLG.
FLOORING
M.O.
MASONRY OPENING
R.O.W. or R ZW
RIGHT OF WAY
THRU
THROUGH
CLR.
CLEAR
FP
FIRE PROOF
MAR.
MARBLE
REF
REFRIGERATOR
TLT.
TOILET
CMU
CONCRETE MASONRY UNIT
FTC.
FOOTING
MAS.
MASONRY
REF.
REFERENCE
TRANS.
TRANSFORMER
CNTRD.
CENTERED
FURN.
FURNISH
MAT'L
MATERIAL
REINF.
REINFORCED
TYP.
TYPICAL
COL.
COLUMN
GA.
GAUGE
MAX.
MAXIMUM
REQ'D,
REQUIRED
UNF.
UNFINISHED
CONC,
CONCRETE
GALV.
GALVANIZED
MECH.
MECHANICAL
RET.
RETURN
UL
UNDERWRITERS LAB.
CONT.
CONTINUOUS
GAR.
GARAGE
MED.
MEDIUM
REV.
REVISION
UR
URINAL
D.F.
DRINKING FOUNTAIN
GL
GLASS
MFG.
MANUFACTURING
RM
ROOM
V.B.
VAPOR BARRIER
D.S.
DOWN SPOUT
GYP.
GYPSUM
MFR.
MANUFACTURER
R.O.
ROUGH OPENING
V.I.F.
VERIFY IN FIELD
D/W
DISHWASHER
H.B.
HOSE BIBB
MIN.
MINIMUM
S.C.
SOLID CORE
VERT.
VERTICAL
DEMO
DEMOLITION
H.C.
HOLLOW CORE
MISC.
MISCELLANEOUS
S/L
SKYLIGHT
W/C
WATER CLOSET
DIA. or 0
DIAMETER
H/C
HANDICAPPED
MOD
MODULAR
S/S
STAINLESS STEEL
WDW
WINDOW
DIM.
DIMENSION
HGT.
HEIGHT
MTL.
METAL
SCHED.
SCHEDULE
WP
WEATHER PROOF
DL
DEAD LOAD
HOR.
HORIZONTAL
MUL
MULLION
SECT.
SECTION
WT.
WEIGHT
DN.
DOWN
HTR
HEATER
N.I.C.
NOT IN CONTRACT
SH
SHEET
W/
WITH
DR
DOOR
HVAC
'HEATING VENTILATING do AIR CONDITIONING'
N.T.S.
NOT TO SCALE
SHT'G.
SHEATHING
W/0
WITHOUT
DWG
DRAWING
E.W.
EACH WAY
NFC
NOT FOR CONSTRUCTION
SIM.
SIMILAR
WD.
WOOD
E.J.
EXPANSION JOINT
EA.
_
EACH _
NO.
NUMBER
SPA.
SPACE
WWF
WELDED WIRE FABRIC
E.N.
END NAILING
EL
ELEVATION
NOM,
NOMINAL
SPECS
SPECIFICATIONS
YD.
YARD
ELECT.
"ELECTRIC, ELECTRICAL"
m
m
Q
Madrid Ave
Barcelona Ave
Valencia Ave
Rd
Star
Pawn
aventHealth Zepr,
5 Arbor Frdg Dr,
Zip rh 11, FL 3,3540
f.)aughtery1f d
New Troll Dr
Zeplhrhil s Cinema 0
;fl
S 1 TE
SCALE: N.T.S.
PLAN
G1-0
rN
Dallught+ery Rd
DATE
CrHy0-111ILLIS,
!:[� l�tAL
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
-)RDINANCES
PROJECT LOCATION
NORTH
C�
Medical Viey,,I
GENERAL NOTES
1. GENERAL CONDITIONS:
THE GC SHALL VISIT THE PROJECT SITE AND EXISTING CONDITIONS PRIOR TO THE BEGINNING OF
THE WORK.
THE GC SHALL PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, TOOLS, UTILITIES, INSURANCE,
TRANSPORTATION, AND PAY FOR ALL REQUIRED TAXES, PERMITS, AND SERVICES REQUIRED TO
COMPLETE THE ENTIRE SCOPE OF WORK, WHETHER TEMPORARY OR PERMANENT.
ALL MATERIALS EXCEPT TEMPORARY FORMS ARE TO BE NEW, UNUSED AND OF THE SPECIFIED
QUALITY.
THE GC SHALL MAINTAIN THE PROJECT SITE IN A CLEAN AND ORDERLY FASHION. TOOLS AND
EQUIPMENT SHALL BE SECURED, AND ALL DEBRIS SHALL BE REMOVED DAILY.
THE GC SHALL MAINTAIN A VISITORS LOG. ALL VISITORS SHALL BE REQUIRED TO SIGN SUCH LOG.
DATES AND TIMES OF ENTERING AND EXITING THE SITE FOR ALL VISITORS SHALL BE NOTED. GC
TO SECURE PROJECT SITE FROM UNAUTHORIZED ENTRY AT ALL TIMES.
COORDINATE LOCATION OF BARRICADES OR TEMPORARY FENCING WITH THE DOCUMENTS AND
OWNER.
PHOTOGRAPHS SHALL BE TAKEN OF THE PROGRESS OF THE WORK AT INTERVALS NO GREATER
THAN 7 CALENDAR DAYS. PHOTOGRAPHS SHALL BE IN COLOR AND IDENTIFIED BY DATE AND TIME
OF DAY. MAINTAIN DIGITAL PHOTOGRAPH FILE ON DELIVER COMPLETED FILE TO THE ARCHITECT
UPON RECEIPT OF USE AND OCCUPANCY PERMIT. THE GC SHALL MAINTAIN AN ON SITE STAGING
AREA AND SHALL KEEP THE AGENCY APPROVED CONSTRUCTION DOCUMENTS, ALL LICENSING
INFORMATION, VISITORS LOG, PHOTOGRAPH FILE, AND AT LEAST ONE SET OF REPRODUCIBLE
CONSTRUCTION DOCUMENTS, TO BE MARKED CONCURRENTLY WITH THE CONSTRUCTION, TO
RECORD ACTUAL CONDITIONS OF THE CONSTRUCTION AND DEVICE INSTALLATIONS. DELIVER
COMPLETED REPRODUCIBLE RECORD SET TO THE ARCHITECT UPON COMPLETION OF THE
PROJECT.
GC TO REMOVE AND DISPOSE OF ALL WASTE AND DEBRIS FROM PROJECT SITE IN A LEGAL
MANNER. UPON COMPLETION OF THE WORK, PROVIDE PROFESSIONAL CLEANING SERVICE TO
CLEAN THE PROJECT SITE, INTERIOR AND EXTERIOR, FOR FINAL OCCUPANCY.
2. INTERPRETATION:
THE ARCHITECT/ENGINEER IS SOLELY RESPONSIBLE FOR THE DESIGN INTERPRETATION OF THE
CONSTRUCTION DOCUMENTS.
3. DOCUMENT DISCREPANCIES:
4. WHENEVER THERE ARE DISCREPANCIES IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL
BASE HIS BID UPON THE BETTER QUALITY OR GREATER QUANTITY OF THE MATERIAL OR WORK
DESCRIBED.
4. DRAWING SCALE:
THE CONTRACTOR SHALL NOT SCALE DRAWINGS.
5. FIELD CONDITIONS:
THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL
CAREFULLY COMPARE SUCH FIELD MEASUREMENTS, CONDITIONS, AND OTHER INFORMATION
KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING
ACTIVITIES. ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE
ARCHITECT/ENGINEER AT ONCE. NO ALLOWANCE WILL BE MADE ON BEHALF OF THE CONTRACTOR
OR SUBCONTRACTORS FOR FAILURE TO VISIT THE SITE.
6. CONSTRUCTION MEANS... PROCEDURES.
THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING TH CONTRACTOR'S
BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE
CONTROL OVER CONSTRUCTION MEANS. METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES
AND FOR COORDINATING ALL PORTIONS OF WORK UNDER THE CONTRACT, UNLESS CONTRACT
DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. ANY WORK
THAT MUST BE REMOVED OR RELOCATED DUE TO LACK OF COORDINATION OF THE TRADES IS
SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL MAINTAIN A SECURE SITE
THROUGHOUT THE CONSTRUCTION PROCESS.
7. PERMITS/INSPECTIONS:
UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE
AND PAY FOR THE BUILDING PERMIT AND OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES
AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE CONTRACTOR
SHALL COMPLY WITH AND GIVE NOTICES REQUIRED BY LAWS, ORDINANCES, RULES, REGULATIONS,
AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON PERFORMANCE OF THE WORK. UPON
COMPLETION OF THE WORK, THE CONTRACTOR SHALL OBTAIN A USE AND OCCUPANCY PERMIT AS
REQUIRED FROM GOVERNING CODES. SUBMIT ONE COPY OF THE PERMIT TO THE OWNER WITH
FINAL APPLICATION OF PAYMENT.
INT€kOR FINISHES CHAPTER 8 - BUSINESS GROUP B
GROUP B - TABLE 803.11
EXIT ENCLOSURES AND EXITS PASSAGEWAYS
B
CORRIDORS
B
ROOMS AND ENCLOSED SPACES
C
PARKING SPACES
HANDICAP 2
STANDARD 16
PROJECT DATA
SITE DATA
PROJECT ADDRESS: 38058 ARBOR RIDGE DRIVE
ZEPHYRHILLS, FL 33540
PARCEL ID 35-25-21-0060-00000-0100
JURISDICTION: CITY OF ZEPHYRHILLS - FLORIDA
TENANT AREA
TOTAL ASSEMBLY AREAS:
1432 SF
TOTAL WAITING AREAS:
376 SF
TOTAL ACCESSORY STORAGE AREAS:
146 SF
TRANSITIONAL AREAS. BATHROOMS, WALK-INS, CORRIDORS, PARTITIONS, ETC.
1165 SF
TOTAL TENANT SPACE - GROSS AREA
3120 SF
BUILDING CODE
SCOPE OF WORK: REMODELING / MODIFICATION OF EXISTING MEDICAL BUILDING
DESIGN CRITERIA:
FLORIDA BUILDING CODE 2020 (7TH EDITION)
FLORIDA BUILDING CODE 2020 (7TH EDITION) EXISTING BUILDING
FLORIDA BUILDING CODE 2020 (7TH EDITION) ACCESSIBILITY
FLORIDA BUILDING CODE 2020 (7TH EDITION) PLUMBING
FLORIDA FIRE PREVENTION CODE 2020 (7TH EDITION)
NFPA 72, NFPA 101, NFPA 13, NFPA 99, NEC 2017
CONSTRUCTION TYPE: TYPE II-B
LEVEL OF DISCHARGE. 1 (TABLE 466.5) UNPROTECTED - NON - SPRINKLERED
ALTERATION LEVEL 2
PRIMARY OCCUPANCY
GROUP "B" - BUSINESS
PRIMARY USE
HEALTH CARE FACILITY PROFESSIONAL SERVICES
BUILDING CODE ANALYSIS
TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT
AREAS PER USE
NUMBER OF OCCUPANTS
BUSINESS AREA 150 GROSS
1432 SF /150
9.55 (10) OCCUPANTS
ACCESSORY STORAGE AREAS - 300 SF
146 SF/300
0.49 (1) OCCUPANT
WAITING AREAS - 15 SF GROSS
376 SF/15
25.1 (26) OCCUPANTS
RESTROOMS - 50 SF GROSS
119 SF/50
2.38 (3) OCCUPANTS
TOTAL OCCUPANT LOAD
40 OCCUPANTS
MEAN OF EGRESS
40 x 0.15 = 6.0" (REQUIRED) 4x36" = 144" (PROVIDED)
NUMBER OF EXITS - 3
PLUMBING FIXTURES CALCULATIONS
SINGLE TENANT OCCUPANT LOAD: GROSS OCCUPANT LOAD 40 OCUP.
TOTAL OCCUPANT LOAD = 40 OCCUPANTS 50% WOMEN = 20 OCCUPANTS
50% MEN = 20 OCCUPANTS
FBC 2020, SECTION 403, TABLE 403.1
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES PLUMBING FACILITIES
PRIMARY CLASSIFICATION -BUSINESS (B) (PROFESSIONAL SERVICES)
BUSINESS
OCCUPANCY
WATER CLOSETS
LAVATORIES
BATHTUB/
SHOWER
DRINKING
FOUNTAIN
SERVICE
SINK
TYPE : B-3
REQUIRED
1
1
N/A
1
PROVIDED
2
2
N/A
-
7
PERSONNEL
REQUIRED
1
1
N/A
PROVIDED
1
1
N/A
LIST OF DRAWINGS
SHEET
EET
No.
DESCRIPTION
PERMIT
REV.1
REV.2
ET
SHEET
DESCRIPTION
PERMIT
REV-1
REV.2
TITLE
ARCHITECTURAL
ELECTRICAL
G1-0
GENERAL INFORMATION
CODE ANALYSIS
•
A1-0
EXISTING PLAN
•
E1-0
ELECTRICAL GENERAL NOTES
•
G1-1
ADA STANDARDS
•
Al-01
DEMOLITION PLAN
•
E1-1
POWER PLAN
•
LS1-1
LIFE SAFETY
•
Al-1
PROPOSED PLAN
•
E1-2
ELEC. REFLECTED CEILING
•
PLUMBING
A2-1
WALL DETAIL & DOOR SCHED.
•
E1-3
SCHEDULES
•
P1-1
DRAINAGE PLAN & RISERS
•
E1-4
P1-2
HOT & COLD WATER PLAN
•
MECHANICAL
P1-3
RISERS & SCHEDULE
•
STRUCTURAL
M1-1
MODIFIED MECHANICAL PLAN
•
P1-4
NO STRUCTURAL CHANGES
M1-2
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
s
OWNER
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL, FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEAI ED.
ENGINEER
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDING CODE 2020.
\xx11111111III//,"
.�`�� JA MES �''
��. 0
* No.77065
0'��;
SION
AL
DANIEL JAMES COOREY P.E.
FL77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
GENERAL INFORMATION
CODE ANALYSIS
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
3"
0 0 1
1 1 /2"= V-0"1 0 1 2
3/4"= V-0"
2 0 2 4
1 /4"=1 '-0'
1 /8"=V-0"MNIO
8 4 0 5 10 6 0 10 20
G1-0
12 0 0 mmmm, 60
I 1_1 Jll_ 1 1 1 I . _I,! •!,.LL ! I I I ! _- - -1 I m !" ! ! ! - —+--,— • ..
1 0 0 10 0 30 30 20 110 0 20 40 60 - 4 15 0 90 - 6&M _ 4� _ 2& _ 0 40 80 120 - 7 2 0 50 150 150 t 1 300
1 =10 1 =20 1 =30 1 =40 1' =50 1 =100'
I
PROJECT NAME
MANUEVERING CLEARANCE @ DOORS MANUVERING SPACES INDICATED ARE REQUIRED TO BE ACCEPTABLE THRESHOLD DESIGNS SIGNAGE MOUNTING PROTRUDING OBJECTS MEDICAL BUILDING LEVEL WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION MODIFICATIONS
NOTE: I N LEVEL MAXIMUMS.
NOTE: X = 12" f the PROTRUDING OBJECTS SHALL NOT
door has both a REQUIREMENTS REDUCE THE MIN. CLEAR WIDTH r`y 4" ANY
X closer and a latch.REQUIRED AT ACCESSIBLE ROUTES. AMOUNT'OWNER:
INDICATES DIRECTION OF APPROACH x FOR GRAPHIC & BRAIL REQUIREMENTS, REFER ADAA REAL ESTATE LLC
E TO SIGNAGE CONSULTANT'S SUBMITTALS
7-7 xo 1:2 BEVEL N //
E 1:2 BEVEL j 2653 BRUCE B DOWNS BLVD.
REFU
i ' `�' _ % %�/ AREA WESLEY CHAPEL FL 33544
� 18" min �,/ � � � .-
Co E
i;� 32 mine. �� '/
1 '
/, ' �j ; , , A • ' i PROJECT ADDRESS
32 min
00 -
FIG 7.1 FIG. 7.2 Al i 38058 ARBOR RIDGE DRIVE.
/ x
E x `� % % ZEPHYRHILLS, FL 33540
x 1:2 BEVEL E I N
9A - FRONT APPROACH, PULLSIDE 9B - FRONT E E 1:2 BEVEL C1' cal
.,
NOTE: X = 42" min. if NOTE: Y = 42" min. t yp.,
APPROACH, PUSHSIDE CXI
Y=54"mm.; X=36" min. Y = 48' min. f door has both 5A - SIGNAGE MOUNTING HEIGHTS X DRAWING BY:
if Y=60" min. a closer and a latch.
�� NOTE: X = 12" min, if DAN I E L JAL I L
X door has bkt a closer Associate AIA
C'ii/TT' FIG. 7.3 FIG. 7.4 RESTROOM CLEAR FLOOR SPACE REQUIRMENTS M.A. In Architecture & Planning
and a latch.
9.1 Door Hardware: Handles, knobs, pulls, latches, locks, and other operating devices
E E ,�' 77 on accessible doors shall be mounted at 34 in. min and 48 in. maximum above the x o v W/ TOE CLEARANCE 60" MIN. CLR. 0233 CELTIC ASH DR.
���,� ' • • // ���� / /�, �'' floor or ground surface and shall have a shape that is easy to grasp with one hand E 1:2 BEVEL E E AT SIDE WALL
o f �/; ," 0" MIN. CLR. Ruskin, FL 33753
i, / /, i " and does not require tght grasping, tight pinching, or twisting of the wrist to � W/ TOE CLEARANCE
'i�' 22 min. operate. Preferred designs include, but are not Invited to, lever -operated W/O TOE CLEARANCE 66" MIN. CLR. AT FRONT WALL Phone (813) 240-3537
mechansms, push -type mechansms, and U-shaped handles When sliding doors are AT SIDE WALL .�, THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
P YP P 9
full open, operating hardware Shall be exposed and usable from bath Sides Doors
W/0 TOE CLEARANCE ' / , JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
Y P P 9 P;'� ;
to hazardous areas such as loading platforms, boler rooms, mechanical and AT FRONT WALL / !;- WRITTEN PERMISSION..
i I / / THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE .,
electrical roams, and to other areas that mght be dangerous to a blind person /%/ // ` DATE IS SIGNED AND SEALED.
shall be made identifable to the touch by a textured surface on the door hand) e, MIN. CLEAR FLR. /,// / MIN. CLEAR FLR. �, z
SPACE I I/�/' �/ " �-' SPACE, NO FIXTURES
pull, or other operatng hardware. Ths textured surface may be made by knurling or FIG. 7.5 FIG. 7.6 /i /,' i �/' ' - - ENGINEER:
roughening or a materal applied to the contact surface Such textured surfaces ( ��' % z z OR DOOR SWINGS CAN // /,��j
9C - HINGE APPROACH, 9D - HINGE APPROACH, 9 g y PP 9" MIN. HT. x 6" DEE //�/ `n ` \
shall not be provided for emergency ext doors or any other doors other than those P f �i !/ j , OVERLAP THIS SPACE ,�� /i I\. 1 HEREBY CERTIFY THAT I HAVE
PULLSIDE PUSHSIDE x x �' �' / '/ '
to hazazdous areas. o 0 o TOE CLEARANCE AT /� /%; • z " �Z_ �1/�
E E E FRONT & AT LEAST 6 ' " °0 36 REVIEWED THE ATTACHED DESIGN AND
C14ONE SIDE PARTITION MIN• ��'/ MIN. �'�`� FOUND IT TO BE IN COMPLIANCE WITH '
9.2 Door Closers: If a door has a closer, then the closer shall be adjusted so that N 4
from an open position of 90 degrees, the time requred to move the door to an �-� THE 7TH EDITION OF THE FLORIDA
IIINOTE: Y = 48" min. typ. NOTE: Y = 42" min .typ. open position of 12 degrees shall be 5 seconds minimum. ` � • z ` " BUILDING COD 1Q�
Y = 48 in. min, if closer Z �' �, PROVIDE KNEE AND TOE ��
Y = 54" min. if closer is provided 4" MAX.I N CLEARANCE BELOW PER �S
Is provided 9.3 Door Opening Force. The maximum force required to activate door hardware " ,-7 7, A �� ��, DAME• �+ �,
_ shall be no renter than 5 five Ibf. The maximum force for pushing or pulling N ' / ILLUSTRATIONS AT ITEM #8, �.` Q "
9 (five) P 9 P 9 ; % THIS SHEET ••\C E Jy ' O
7-7 ,� T o en a door shall com I with this ara ra h. For hin ed doors, the force shall be %/ / 4Q;:' •.� Sf �'•.����
/;��r,; ///,�/'/ P PY paragraph. P 9
/; applied perpendicular to the door at the door opener or 30 in from the hinged SELF -CLOSING, 36" / ..�
FIG. 7.7 FIG. 7.8 _ 77065 WIDE DOOR; CANNOT ! ' = NO.
,� / side, whichever is farther from the hinge. For siding or folding doors, the force shall -
���//� /��'j j % j, be applied parallel to the door at the door pull or latch. SWING INTO REQUIRED � Q'
CLEAR FLOOR SPACE V � _
doorshaveAT COMPARTMENT �'�
1) aldmh strativellauthorithe minimum opening force allowable by the appropriate 1:2 MAX. 1:2 MAX. LZ
O •. �` :' •�:� 1�
2) Other doors: • 01 1D
' ACCESSIBLE TOILET COMPARTMENT u - ,� • a•.• �, `
�% FS '••••........• G��`••
a) Exterior hinged doors (Reserved) L ,— ,— (FLOOR MOUNTED W.C.) CLEARANCES AT URINAL W.C. '''% SO LEN
b) Interior hinged doors 51b (22.2N) maximum
c) Sliding or folding doors 51b (22.2N) maximum
9E -LATCH 9F -LATCH RESTR MOUNTING HEIGHT RE IRMENTS DA IEL JAMES COOREY P.E.
APPROACH, PULLSIDE APPROACH, PUSHSIDE FIG. 7.9 FIG. 7.10 FIG. 7.11 O OM M O
FL 77065
7.1 Sills and Thresholds at Doorways: The height of any floor level change plus the height URINALS MOUNTING HEIGHT HANDRAILS and GRAB BARS Phone (813) 507-9166
of any applied threshold at doorway sills shall not exceed 1/2 in. and shall be beveled
with a slope no greater than 1:2. See Figures 7.1 thru 7.8 2.1 A clear floor space of 30 inches by 48 inches 2. 3 GENERAL All handrails and grab bars required to be accessible shall comply wth this subsection .For the
shall be provided in front of urinals for forward purpose of these standards, handrails and grab bars are considered to have different usa3 es and are therefore
9 approach. Provide at least one floor mounted or wall treated separately in this subsectbn. Hand- rails are generally used for stabilization in elevators and when
hung (with elongated rim) at 17 inches max. A.F.F. moving up and down stairs and ramps and as protective barriers against hazardous conditions. In addition to
stablization, grab bars are used to support the weight of a person during a transfer to and from a `y
wheelchair. It is, therefore, important that grab bars comply with more stringent and exact specifications
2.2 The flush control shall be hand operated or than handrails.
K N E E S P A C E @ SINKS & WALL HUNG L A V's TURNING SPACE automatic. If hand operated, it shall be mounted
between at 44 inches max. A.F.F. GRAB BARS
DRINKING FOUNTAIN HEIGHT R E Q M N T S 5.1 ALL ROOMS SERVED BY AN ACCESSIBLE ROUTE SHALL bar Size and Spacing c Grab Bars. The diameter of a grab bar shall be 1 grab
inches to be 1- inches. If grab
� PROVIDE EITHER A CIRCULAR OR T-SHAPED TURNING bars are mounted adjacent to a wall, the space between the wall and the grab bar shall be 1-1/2 inches.
SPACE AS ILLUSTRATED BELOW
5" MAX.5" MIN. EXCEPTION: MECHANICAL CLOSETS, STORAGE 2.5 Structural Strength. The structural strength of grab bars, fasteners, and mounting devices shall be capable '
CLOSETS, ELECTRICAL CLOSETS ARE NOT J of supporting a steady force of 250 lbs. applied in any direction. Grab bars shall not rotate in their mountings.
SPOUT UJ z REQUIRED TO PROVIDE A TURNING SPACE .
LEVER TYPE FAUCET LOCATION ��° W Z:2.6 Eliminating Hazards. Handrails and adjacent walls or other surfaces shall be free of sharp or abrasive
5.2 FLOOR SURFACES AT ALL TURNING SPACES SHALL BE o
TOP OF COUNTER 5" MAX `1 15" MIN. - - -1 1: 48 MAX SLOPE :2c� elements.
SURFACE OR RIM ' ` �� 30 x48" � • Ln
C.) z 5.3 T-SHAPED SPACE ALLOWED TO INCLUDE KNEE & TOE M
OF SINK -----\\\I\\ SPOUTI! �i7T'7 E CLEARANCE ONLY AT THE END OF EITHER THE BASE OR TOP OF GRIPPING
LOCATION ��� E ONE ARM ® SURFACE
in
N �-
��co/ ry FINISHED FACE OF OUTLET OF
WALL 39"-41" DISPENSER
(10
z Z \ z w 00 36" MIN. z
•,d, o, \� > 4" MAX. 1\ o, 24„ 12" 54" MIN. I z
°° rn � 4<�_
N — I — `*' OPEN SIDE MIN. MIN. MAX. 42" MIN. 00 N
logo— — 60" (1525 mm) DIAMETER 60' (1525 mm) MIN. TOP OF TOWEL TILT I —
8 MIN CLEARANCE r - - - - - DISPENSER ( -
.,1 I I o ;
11 MIN 6 MAX ,\ $" MIN. 6" MAX. - SPACE NEEDED TO TURN A WHEELCHAIR SPACE NEEDED FOR SMOOTH U-TURN o PROVIDE FLUSH; • I
MANUVERING CLEARANCE CONTROL ®WIDE I ' i' M
19 MAX. „ �3Q�.�1 - — - "
17 MIN. • L I SIDE OF TOILET-
25" MAX. NOTE: EQUIPMENT IS
PERMITTED WITHIN DASHED z - - _
HOT WATER AND DRAIN PIPES UNDER LAVATORIES AND LINES IF MOUNTED BELOW - °�° I I N
WHEEL CHAIR TURNING RADIUS L — — MMMM —
SINKS SHOULD BE INSULATED OR OTHERWISE COVERED, APRON. '�� +.
AND THERE SHALL BE NO SHARP OR ABRASIVE `y 7" MIN., 9" MAX.
SURFACES UNDER THE LAVATORIES OR SINKS. 1 -0 3'_0• 1'-0 PAPER TOWEL DISPENSER & 16 -18 OUTLET OF TOILET
• TRASH RECEPTACLE PAPER DISPENSER
DATE ISSUED FOR:
REACH RANGES FOR OPERABLE SWITCHES & DEVICES C IN ALL CONDITIONS ILLUSTRATED BELOW, 30"X48" 1.2 THE OPERABLE PORTION OF SWITCHES OR CONTROLS ON WALLS SHALL BE
CLEAR FLOOR SPACE SHALL BE CENTERED ON LOCATED NOT MORE THAN 48" AF. F. ELECTRIC OUTLETS SHALL BE LOCATED
OPERABLE SWITCH, CONTROL, OR DEVICE. NOT LESS THAN 15" AF.F. TO THE BOTTOM OF THE LOWEST RECEPTABLE, NOR
HIGHER THAN 48" AF.F.TO THE TOP OF THE HIGHEST RECEPTACLE.
X=20-25
X=0-20
ITEMS WITHIN DASHED 10 MAX. 10" MAX.
LINES ARE WITHIN '
REACH 30" 24" 30" 30"
ELECT. SWITCHES ELECT. OUTLETS I
& CONTROLS
L \ �� L L SHEET TITLE
48" MAX & 15' MIN. APPLY IN NO OBSTRUCTION o \ \ L� ` ADA STANDARDS
x CONDITIONS - SEE FIGS 1B & 1F FOR REACH M 0
RANGES OVER OBSTRUCTIONS v
v Coi� — — — — — —
• ��� II II • 00 ,. 1
-- _
z 48" i� , z JOB No. ZPH-0821 r
z ELECT. OUTLETS TV, PHONE & DATA g "'
CONNECTIONS SCALE AS NOTED
O
DATE AUG-09-21
Protective covers at controls shall not project
Z = X or greater NOTE: x =Reach distance. 10" 10" 30"
greater than 4" from face of wall .le Y =Maximum height. Z = MAX. MAX DRAW BY DJ
Clear knee space. Z is the
1 A — CONTROL LOCATIONS WITH NO 1 B — UNOBSTRUCTED FORWARD REACH 1 C —OBSTRUCTED HIGH clear space below the obstruction which shall be 1 D — OBSTRUCTED HIGH 1 E — OBSTRUCTED HIGH SIDE 1 F — UNOBSTRUCTED SIDE REACH CHECKED BY DJ
at least as deep as the 1
OBSTRUCTIONS FORWARD REACH reach distance x. SIDE REACH REACH PLOT DATE 08-09-21 w�
DRAWING No `
STANDARD GUIDELINES OF PUBLIC AND COMMON SPACES
SCALE: N.T.S.
G1-1G1-1
I.
3' 0" 1 1/2"-1' O" 3/4"=1'-0" 1/4"=1'-0" 1/8"=1'-0" 1/16"=1'-O"
0 1 1 0 2 2 0 2 4 8 4 6 0 12 0 60
1"=10'
1 10 0 10 ZO 30
1 "=20'
30 20 10 0 20 40 60
1 11 11IH 1 1 1 ! 1 11 L 1.11 11 All k irIr" I. I llr 1 I 1. I_._. II 1 1 f I
4 15 0 30 0 90 8� _ 4� _ 2� _ 0 40 80 120
1 "=30' 1 "=40'
1"=50' 2 150 1"=100'
1 1200 300
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
LIFE SAFETY SYMBOLS
DO
WALL MOUNTED FIRE EXTINGUISHER
DIRECTION OF EGRESS
- -
PATH OF TRAVEL
EXIT LIGHT SYMBOLS
COMBINATION EXIT, EMERGENCY LIGHT FIXTURE
E-
ILLUMINATED DIRECTIONAL EXIT SIGNAGE, CEILING MOUNTED
®
ILLUMINATED EXIT SIGNAGE, CEILING MOUNTED
ILLUMINATED EXIT SIGNAGE, WALL MOUNTED
EMERGENCY LIGHT FIXTURE, WALL PACK WITH TWIN HEADS
LIFE SAFETY PLAN
LIFE SAFETY GENERAL NOTES:
PROVIDE PORTABLE EXTINGUISHER WITH A RATING OF NOT LESS
THAN 2—A WITHIN 75—FOOT TRAVEL DISTANCE TO ALL PORTIONS OF
THE BUILDING AND MOUNTED WITH OPERABLE CONTROLS AT 48"
A.F.F.; ADDITIONAL EXTINGUISHER MAY BE REQUIRED BY AUTHORITY
HAVING JURISDICTION.
FIRE EXTINGUISHERS SHALL BE CURRENTLY DATED AND TAGGED BY
A LICENSED FIRE EQUIPMENT COMPANY.
PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS;
EMERGENCY LIGHTS SHALL MEET OR EXCEED MINIMUM ILLUMINATION
REQUIREMENTS PER FBC 2020 AND FLORIDA FIRE PREVENTION CODE
2020 (7th EDITION) (7.9.1.1)(13.2.9). TACTILE EXIT SIGNAGE SHALL
BE MOUNTED AT 5'-0" A.F.F. LATCH SIDE OF THE DOOR.
ADDITIONAL SIGNS MAY BE REQUIRED BY AUTHORITY HAVING
JURISDICTION.
THE FLOORS AND OTHER WALKING SURFACES WITHIN AN EXIT AND
WITHIN THE PORTION OF THE EXIT ACCESS AND EXIT DISCHARGE
DESIGNATED IN 7.8.1.1 SHALL BE ILLUMINATED AS FOLLOWS: (2) THE
MINIMUM ILLUMINATION FOR FLOOR AND WALKING SURFACES SHALL
BE TO VALUES OF AT LEAST 1 FOOT—CANDLE (10.8 LUX),
MEASURED AT THE FLOOR. (3) IN BUSINESS OCCUPANCIES, THE
ILLUMINATION OF THE WALKING SURFACES OF EXIT ACCESS SHALL
BE AT LEAST 0.2 FOOT—CANDLE (2.2 LUX) DURING PERIODS OF
PERFORMANCE OR PROJECTIONS INVOLVING DIRECT LIGHT
EGRESS DOORS SHAL OPEN IN DIRECTION OF EGRESS
(7.2.1.4.2) EGRESS DOORS SHALL HAVE PANIC HARDWARE
(13.2.2.2.4) RELEASE MECHANISMS ON DOORS SHALL BE
MOUNTED BETWEEN 34" AND 48" A.F.F. (7.2.1.7.1)
DURING ITS SWING ANY DOOR IN A MEANS OF EGRESS SHALL
LEAVE NOT LESS THAN ONE—HALF OF THE REQUIRED WIDTH OF
AN ISLE, CORRIDOR PASSAGEWAY, OR LANDING UNOBSTRUCTED
AND SHALL PROJECT NOT MORE THAN 7" INTO THE REQUIRED
WIDTH (7.2.1.4.3.1)
THE FORCE REQUIRED TO OPEN ANY DOOR MANUALLY IN A
MEANS OF EGRESS SHALL NOT EXCEED 15 POUNDS, TO
RELEASE THE LATCH AND 30 POUNDS TO SET THE DOOR IN
MOTION. (7.2.1.4.5). OPENING FORCE FOR INTERIOR DOORS
WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS.
DEAD END CORRIDORS SHALL NOT EXCEED 50 FT., COMMON
PATHS OF TRAVEL SHALL NOT EXCEED 100 FT., TRAVEL
DISTANCE TO AN EXIT SHALL BE LESS THAN 200 FT., AISLES
SHALL NOT BE LESS THAN 36".
BUILDING ADDRESS NUMBERS SHALL BE PLACED ON IN A
VISIBLE LOCATION ON THE PRIMARY FACADE, LETTERS SHALL
BR A MINIMUM OF 6" HEIGHT AND SHALL CONTRAST WITH THE
WALL FINISH WHERE THEY ARE AFFIXED
INT
ALL CONSTRUCTION, DEMOLITION AND RENOVATION SHALL COMPLY
WITH REQUIREMENTS OF NFPA 241; STANDARDS FOR FOR
SAFEGUARDING CONSTRUCTION ALTERATION AND DEMOLITION
OPERATIONS.
A KNOX-BOX SHALL BE MOUNTED TO EXTERIOR WALL ADJACENT TO
FRONT ENTRY DOORS - COORDINATE TYPE AND FINISH WITH OWNER
AND ARCHITECT PRIOR TO PURCHASE AND INSTALLATION.
COORDINATE MOUNTING WITH MANUFACTURER SPECIFICATIONS.
ALL INTERIOR WALLS AND CEILING FINISHES TO BE CLASS "C" FINISH
MATERIALS AND SHALL MEET MINIMUM APPLICABLE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE (7TH EDITION), SECTION 803 AND
TABLE 803.11.
LEGEND
= FIRE EXTINGUISHER
2A1OBC WALL MOUNTED (TYP)
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDING CODE 20?nQ
JAMESrr�''%
_ * , No. 77065
0..
AI
'��s•�0RIDP••G�1�C'�`•
NAL
'rrrr r►11 i 1111�
DANIEL JAMES COOREY P.E.
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
LIFE SAFETY PLAN
& SAFETY NOTES
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
LS1-1
1 1 /2"=1'-0" 3/4"=1'-0" 1 /4"=1'-0" 1 /8"=1'-0" 1 /16"= V-0"
0 0 1 1 0 2 2 0 2 4 8 6 0 12 20 400
1 "` 10,
1 0 10 20 30 1 "=20' 3� 2� 1� 0 20 44 60 1 "=30'
IL-_l __ I. 1 1 1 111 1 11 , 1 I I I I I L 1 1_ 1 '. 1 1 1 I. 1 1
45 30 15 30 60 90 1 6� _ _ yx 20 _ 0 �0 80 120
1111101i"=40' IIIIIIIIIIIIIIIE
7 50 2 150
1 "=50'
� 1 llt 1 II
1 SO 1 300
1 "=100'
72'-0"
EXISTING PLA
SCALE: 1 /4" = 1'-0"
Al-0
NORTH
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDING COf�6112'dPO��,,�
; **\ AMES 00'
• �%
* No. 77065
1"1711 ZONAL/'0111111110EN,��`�
DANIEL JAMES COOREY P.E.
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
EXISTING PLAN
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
Al -0
3"=1 '-0" 1 1 /2"=1'-011 3/4"=1'-0" 1 /4"=1 '-0" 1 /8"=1'-0" "=1 '-0"
0 1 1 0 2 2 0 2 4 8 6 0 12 0 0
1 10 10 20 30
1 "=10'MR
I t I 1_ I_ I
1 "=20' 30 20 1L 0 20 40 60 1 =30' AIL.15 0 30 60 90 1 "=40'
40 _ 20 _ 0 40 80 120
7 50 25 50 00 150 150 100 50 100 300
1 1=50'
IHLSL UKAWINVt� HA5 bLLN UNLAILU I'KUM
PREVIOUS CONTRACT DOCUMENTS, WHILE
ACTUAL CONDITIONS HAVE BEEN INVESTIGATED
TO THE BEST OF THE DESIGNER ABILITY, THE
CONTRACTOR SHALL FIELD VERIFY THE EXISTING
CONDITIONS DURING THE COURSE OF WORK
AND COORDINATE ANY DISCREPANCIES WITH
THE ARCHITECT/DESIGNER/ENGINEER
DEMO PLAN
SCALE: 1 /4" = 1'-0"
Al-01
EXISTING BUILDING / CMU EXTERIOR WALL/
STORE FRONT GLAZING TO REMAIN
INTERIOR WALLS TO REMAIN
L _
INTERIOR WALLS FOR DEMOLITION
GENERAL NOTES:
1. FURNITURE AND APPLIANCES TO BE SELECTED AND
PROVIDED BY OWNER — SHOWN IN PLAN ARE FOR
REFERENCE ONLY.
2. EXISTING GLAZING
AND STOREFRONT DOOR SYSTEM
TO REMAIN — NEW DOUBLE DOOR (D1) AND SINGLE
DOOR (D2).
DEMOLITION NOTES:
1. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY
FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS
INCLUDING BUT NOT LIMITED TO ITEMS SHOW IN THE PLANS WITH
DASHED LINES/HATCHED. NECESSARY DISCONNECTS AND ALTERATIONS
TO EXISTING MECHANICAL AND ELECTRICAL SHALL BE INCLUDED.
PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE
WITH THE CONTRACT DRAWINGS, WHERE CONTRACTOR IS DESIGNATED
TO MAKE REMOVALS. DISPOSITION OF MATERIALS IS THE
RESPONSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER THE
DISPOSITION AND REMOVAL OF ANY COMPONENT OF SALVAGEABLE
VALUE.
2. ALL REMOVALS AND SALVAGE, UNLESS SPECIFICALLY NOTED OR
REQUESTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE
CONTRACTOR.
3. REMOVE ONLY NON —LOAD BEARING CONSTRUCTION OR PARTITIONS,
CONTRACTOR TO VERIFY PRIOR TO REMOVAL STRUCTURAL
COMPONENTS, I.E. BEARING WALLS, HEADERS ETC. SUPPORTING FLOOR,
ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL, CONTACT
THE ARCHITECT/ENGINEER PRIOR TO REMOVAL OF ANY CONSTRUCTION
IN QUESTION OR DEBATING FROM THE DESIGN INTENT (U.N.O.).
CONTRACTORS NON —CONTACT OF ARCHITECT PRIOR TO REMOVAL OF
ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NON —LOAD
BEARING OR STRUCTURAL WORK IS BEEN ALTERED UNDER THIS
CONTRACT.
4. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE
OF SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOADS AND TO
RESIST THE DEFORMATION CAUSED BY SUCH LOADS TO WHICH THEIR
SOIL PRESSURE INCLUDING SURCHARGE, HYDROSTATIC HEAD AND
IMPACT LOADS AS APPLICABLE. MINIMUM DESIGN LOAD VALUES SHALL
BE AS FOLLOWS:
100 P.S.F. LIVE LOAD (FIRST FLOOR)
20 P.S.F. DEAD LOAD (FLOOR/ROOF)
MAXIMUM ALLOWABLE DEFLECTION PER TABLE 1604.3
5. PATCH ALL FINISHES TO MATCH EXISTING, INCLUDING BUT NOT
LIMITED TO GYPSUM BOARD, PLASTER, ACOUSTIC SYSTEMS, WOOD TRIM
COVERS, BASE, PANEL, RAILS AND WAINSCOT. VERIFY MATCH OF NEW
FINISH MATERIALS TO EXISTING IN COLOR, TEXTURE, THICKNESS, CUT,
ETC. TO SATISFACTION OF OWNER PRIOR TO INSTALLATIONS, PROVIDE
OTHER MATERIALS TO MATCH EXISTING WHEN REQUIRED, TO BE
APPROVED BY OWNER.
6. PATCH EXISTING WALLS, GYPSUM DRYWALL OR PLASTER TO MATCH
EXISTING OF SUFFICIENT THICKNESS TO MAINTAIN UNIFORM WALL
THICKNESS. ALL EXPOSED PORTIONS OF WALL SHALL BE FINISHED WITH
THREE (3) COATES OF SPECKLING, SANDED AND LEFT IN A PAINT
READY CONDITION.
7. WHERE APPLICABLE LEVEL ALL EXISTING FLOOR AS REQUIRED TO
RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES
BETWEEN VARIOUS FLOORS FINISHES SUITABLE FOR CONDITIONS AND
ACCEPTABLE TO THE OWNER, MATCH EXISTING WHEREVER POSSIBLE.
NORTH
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION.,
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDING COD�I�112012Q
MEs �'''%,
00�4
_ * • No. 7706 5
�O••4TF•,��\�
%�'��'•• C O R I D P••' ��1��•
L
DANIEL JAMES COOREY P.E.
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
DEMO PLAN
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
Al-01
3' =1'-T 1 1 /2"=1'-0" 3/4"=1'-0" 1 /4"=1'-0" 1 /8"=1'-0"MOL1 /16"=1'-0"
4 1 1 0 2 2 0 2 4 8 6 0 12 0 0 `
f, 1
1"=10'
15 10 5 10 20 30
1 "=20'
30 20 10 0 20 40 60
45 30 15 0 30 60 90
1 "=30'
1 "=40' 6. _ 4" _ 2L. _ 4 40 80 120
7 0 2120 150
1 "=50'
1 "=100'
1 1 101 Zw300
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
Ir1tJt umAYYIIVI3 mAJ omi,4 l,mtb\iw rmum
PREVIOUS CONTRACT DOCUMENTS, WHILE
ACTUAL CONDITIONS HAVE BEEN INVESTIGATED
TO THE BEST OF THE DESIGNER ABILITY, THE
CONTRACTOR SHALL FIELD VERIFY THE EXISTING
CONDITIONS DURING THE COURSE OF WORK
AND COORDINATE ANY DISCREPANCIES WITH
THE ARCHITECT/DESIGNER/ENGINEER
25'-3"
PROPOSED PLAN
SCALE: 1 /4" = 1'-0
21'-5Y2'
Al-1
EXISTING BUILDING / CMU EXTERIOR WALL/
STORE FRONT GLAZING TO REMAIN
INTERIOR WALLS TO REMAIN
NEW INTERIOR FRAMED PARTITION
GENERAL NOTES:
1. FURNITURE AND APPLIANCES
TO BE SELECTED AND
PROVIDED BY OWNER
— SHOWN IN PLAN ARE FOR
REFERENCE ONLY.
2. EXISTING GLAZING
AND STOREFRONT DOOR SYSTEM
TO REMAIN — NEW DOUBLE
DOOR (D1) AND SINGLE
DOOR (D2).
25,-3Y2„
NORTH
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION -
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDING
\`\C\CZpE%11CO��///,
%\ 0 E S �•�
_ * . No. 77065 _
�DORID
•,
SZONA L
���'111111111111\\\
DANIEL JAMES COOREY P.E
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
PROPOSED PLAN
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
3"=1'-0"
1 1 /2"=1'-0" 3/4"=1'-0" 1 /4"=1'-0" 1 /8"=1'-0"
0 0 i 1 0 2 2 0 2 4 8 4 0 10 6 10 0
mm
DRAWING No
Al-1
I
1 /16"=l'-0" 12 0 400
15 0 5 1 0 30
1 "=10'
3) 2� 10 0 20 40 60
1 "=20'
4 30 15 0 90 60 40 20 0 40 8Q 120
1 "=30' 1 "=40'
1 "=50' 7 N Pt R Pq 2 R 0 50 150
1 "=1Do, 1 5 log 300
J4 8'-6" HT.
(F.V.)
(1) ROW 2"x4 BLOCKING
1/2 HGT.
SILL PLATE ANCHOR BOLT
%"0 x 5" LONG w/
BPS5/8-3 (3"x3"x3ga) -
WASHERS 0 24" (TYP)
jk f 0.00' F.F. ELEV.
NEW PARTITION
SCALE: 3/4" = 1'-0"
5/8" DRYWALL
I�
it
�I
I I
I I
i
(2) 2"x4" TOP PLATE
it
I I
�I
it
iI
2"x STUDS
24" O.C.
OWENS CORNING
Ij 2" ULTRA HIGH
DENSITY
j SOUNDPROOFING
i! INSULATION
%" DRYWALL
(VERIFY LOCATION
FOR WET AREAS)
2"x4" PT PLATE
I.
EXISTING
CONCRETE SLAB
WALL (TYP
A2-1
8" BELOW EXISTING CEILING
EXTEND ANGLE 8" MIN
EA. END
ANGLE %"x6"x3y" EA. SIDE
SECTION (TYP) zA1
CHIP OUT AND FILL CELL
W/ 3000 psi CONCRETE
AND (1) #5 VERTICAL
EPDXY #5 BARS ON
EXISTING WALL W/ 4" MIN
EMBEDMENT.
DOOR SCHEDULE
No.
CITY.
DESCRIPTION
WIDTH
HTG
TH
MAT.
FIN.
GLAZING
U
FACTOR
SHGC
FRAME
FLORIDA #
/NOA
WIND,
psf (MIN.)
REMARKS
INT. ZONE
PRESSURE
END ZONE
PRESSURE
POSITIVE
PRESSURE
MAT.
FIN.
D1
1
DOUBLE OUTSWING DOOR
(2)2'-8"
8'-0"
1 3y4"
ALUM.
PNT.
LOW E
TEMP
0.4
0.25
HM
PNT.
FL# 253-R22
OA 20-0427.03
WD
WD
WD
PGT INDUSTRIES, INC.
D2
1
SINGLE OUTSWING DOOR
S-4"
8'-0"
1 -Y4"
STEEL
PNT.
HM
PNT.
NOA 20-0913.17
LIF INDUSTRIES, INC.
D3
14
INTERIOR 6 PANEL
SOLID CORE
3'-4"
8'-0"
1
WD
PNT.
WD
PNT.
NEW DOOR OR EXISTING
DOORS TO BE USED
NOTE:
ANGLES MUST BE INSTALLED
BEFORE CUTING INTERIOR AREA OF
CMU (TYPICAL FOR NEW OPENINGS)
EXISTING CMU
WALL
ANGLE %"x6"x3y"
EA. SIDE
SECTION 1�
SCALE: N.T.S. A2-1
STANDARDS FOR INSTALLATION OF PLASTER (ASTM C 926)
SPRINKLE THE WALL WITH SOME WATER TO SEE HOW IT ABSORBS. IF IT IS READILY
ABSORBED, THEN THE SURFACE IS EXPECTED TO BOND WELL WITH STUCCO.
IMMEDIATELY PRIOR TO PLASTERING, THE WALL SHOULD BE PREWETTED. THIS
PREPARES THE UNIT SURFACE TO ABSORB PASTE FROM PLASTER. IT DAMPENS THE
UNIT, REDUCING ITS WATER DEMAND AND THE POTENTIAL OF PREMATURE DRYOUT.
UNLESS IT'S VERY HOT, DRY AND/OR WINDY, MOISTURE ON THE WALL TOGETHER WITH
THAT IN THE PLASTER IS USUALLY SUFFICIENT FOR CURING. GENERALLY, STUCCO THAT
IS APPLIED DIRECTLY TO SOLID SURFACES IS PLACED IN TWO COATS THAT TOGETHER
TOTAL 5/8 IN. OF THICKNESS.
IF WATER SPRINKLED ON THE WALL IS NOT READILY ABSORBED, THEN THE SURFACE
MUST BE HANDLED DIFFERENTLY. DEPENDING ON THE CONTAMINATION, YOU MIGHT
ONLY NEED TO WASH WITH WATER. WITH WORSE CONDITIONS, YOU NEED MORE
AGGRESSIVE TECHNIQUES. THESE INCLUDE SANDBLASTING OR ACID ETCHING.
ALTERNATELY, YOU MIGHT APPLY A DASH -BOND COAT OR A BONDING AGENT TO
ALLOW FOR DIRECT APPLICATION OF STUCCO. IF BOND CAN'T BE ATTAINED BY
CLEANING OR BONDING AGENTS, YOU WILL HAVE TO USE PAPER -BACKED LATH TO
ASSURE MECHANICAL ANCHORING TO THE WALL. THIS COMPLETELY ISOLATES THE
STUCCO FROM THE WALL SURFACE BUT SUPPORTS ITS WEIGHT SO IT DOESN'T FALL
OFF. THEN THE APPLICATION OF PLASTER OVER CONCRETE OR CONCRETE MASONRY
BECOMES VERY SIMILAR TO APPLICATION OVER OPEN STUD OR SHEATHED FRAME
CONSTRUCTION
LAP SPLICE
EMBEDED
REQUIRED LAP SPLICE, EMBEDMENT AND
HOOKED REINFORCING STEEL
(INCHES)
GRADE
40
GRADE
60
BAR
SIZE
BEND
DIAMET.
LENGTH
LAP
SPLICE
BAR
SIZE
BEND
DIAMET.
LENGTH
LAP
SPLICE
"A"
"B"
"C"
"D"
"A"
"B"
"C"
"D"
#3
2
4 1/4
7
15
#3
2 1/4
4 1/4
9 1/4
18
#4
2 1/2
5 5/8
9 1/2
20
#4
3
5 5/8
12 1/2
24
#5
3 1/8
7
11 3/4
25
#5
3 3/4
7
15 1/2
30
#6
3 3/4
8 1/2
14
30
#6
4 1/2
8 1/2
18 1/2
36
#7
4 3/8
10
16 1/2
35
#7
5 1/4
10
21 3/4
42
#8
-
-
-
-
#8
8
11 1/4
24 3/4
48
#9
-
-
-
-
#9
9
12 3/4
28
54
#10
-
-
-
-
#10
10
14 1/4
31
60
#11
-
-
-
-
#11
11
15 1 /2
34 1 /4
66
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITI<QN,,IQF�THE FLORIDA
BUILDINGd�o,,%
. • `(C E NSE;., O,pF
• No. 77065
NAL
DANIEL JAMES COOREY P.E.
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
WALL DETAILS AND DOOR
SCHEDULE
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
A2-1
Pm - �111m - __
3/4"=1'-0" 1 /4"=1'-0" 1 /8"=1'-O" 1 /16"=1'-O"
3 -1 -0 r 0 1 1 1 /2 =1 -0 1 0 2 2 0 2 4 8 0 10 10 20 12 20 rm
10' 1 11 1 0 30
30 20 10 0 20 40 60
1 "=20' �' 1 "=30'
-- 1 u 1 1 1 1 1
45 0 1 0 30 60 90
1 "=40'
6_ _ _ _ 2_ _ 0 40 80 120 7 50 2 0 50 150
1 =50
1 10& 20300
1 "=100'
ELECTRICAL SPECIFICATIONS
GENERAL REQUIREMENTS
1 PROVIDE ALL WORK TO MEET OR EXCEED REGULATORY REQUIREMENTS, INCLUDING LATEST EDITION OF THE NFPA 101 (LIFE
SAFETY CODE), THE NATIONAL ELECTRICAL CODE, STANDARD BUILDING CODE AND LOCAL REQUIREMENTS & BUILDING CODES
2 THE FOLLOWING MINIMUM REQUIREMENTS ALONG WITH FLORIDA BUILDING CODE 2020, 7TH EDITION, THE NFPA 70 LATEST
EDITION, THE NATIONAL ELECTRICAL CODE (NEC 2017) REQUIREMENTS SHALL GOVERN.
3 THE ELECTRICAL WORK SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING:
A COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS INCLUDING PANELS, AS SHOWN ON PLANS
B COMPLETE BRANCH CIRCUIT WIRING SYSTEM
C TEMPORARY ELECTRIC SERVICE AS REQUIRED FOR CONSTRUCTION
D TESTING OF ALL ELECTRICAL EQUIPMENT
E PROVIDE AND INSTALL COMPLETE LIGHTING SYSTEM AS SHOWN ON PLANS
4 THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND BECOME THOROUGHLY FAMILIAR WITH PROVISIONS CONTAINED HEREIN
THE SUBMISSION OF HIS/HER BID SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE ELECTRICAL DRAWINGS ARE
DIAGRAMMATIC AND ARE INTENDED TO SHOW THE APPROXIMATE LOCATIONS OF EQUIPMENT AND DEVICES DIMENSIONS GIVEN ON
THE PLANS SHALL BE VERIFIED IN THE FIELD DRAWINGS MAY NOT BE SCALED TO OBTAIN EXACT DIMENSIONS THE EXACT
LOCATIONS OF APPARATUS, FIXTURES, EQUIPMENT AND CONDUITS SHALL BE VERIFIED WITH THE OWNER'S REPRESENTATIVE IN
THE FIELD, AND THE WORK SHALL BE INSTALLED ACCORDINGLY SHOULD THE CONTRACTOR FAIL TO VERIFY SUCH LOCATIONS,
THE WORK SHALL BE CHANGED AT HIS/HER OWN EXPENSE THE OWNER RESERVES THE RIGHT TO MAKE MINOR CHANGES IN
THE LOCATION OF CONDUIT AND EQUIPMENT UP TO THE TIME OF INSTALLATION, WITHOUT ADDITIONAL COST
5 THE ELECTRICAL DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR
LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND SUPPLIED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH
LABOR AND/OR MATERIALS NEITHER SHOWN NOR SPECIFIED, BUT NECESSARY FOR A COMPLETE AND PROPERLY OPERATING
SYSTEM SHALL BE PROVIDED THE WORK REQUIRED OUTLINED IN THESE SPECIFICATIONS INCLUDES ALL LABOR, MATERIALS,
EQUIPMENT AND SERVICES REQUIRED TO PROVIDE LIGHTING AND POWER SYSTEMS, SERVICE ENTRANCE(S), MOTOR CONTROLS
AND CONNECTIONS, BRANCH CIRCUITING, FEEDERS, PANELS, FIXTURES, WIRING DEVICES, DATA AND TELEPHONE DEVICES, TVSS,
FIRE ALARM AND OTHER DEVICES SHOWN ON THE PLANS OR SPECIFIED WHEN THE SPECIFICATION OF AN ITEM IS NOT
IDENTIFIED WITH A PARTICULAR AREA, THE ITEM SHALL PERTAIN TO ALL AREAS THE CONTRACTOR SHALL FURNISH ALL LABOR
AND MATERIALS AS SPECIFIED AND AS REQUIRED TO PROVIDE ELECTRICAL CONNECTIONS FOR COMPLETE AND OPERATIONAL
SYSTEMS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS
6 LATER CLAIMS FOR LABOR, EQUIPMENT OF MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE
BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED DEFINITIONS "INSTALL" SHALL MEAN TO PLACE,
FIX IN POSITION, SECURE, ANCHOR, WIRE, ETC , INCLUDING NECESSARY APPURTENANCES AND LABOR SO THAT EQUIPMENT OR
INSTALLATION WILL FUNCTION AS SPECIFIED AND INTENDED "FURNISH" SHALL MEAN TO PURCHASE AND SUPPLY EQUIPMENT OR
COMPONENTS "PROVIDE" SHALL MEAN TO "FURNISH AND INSTALL" "OR APPROVED EQUAL" SHALL MEAN EQUAL IN TYPE,
DESIGN, QUALITY, STYLE, COLOR, ETC , AS DETERMINED BY THE ENGINEER/ARCHITECT INTERFERENCES IT SHALL BE THE DUTY
OF THIS CONTRACTOR TO REPORT ANY INTERFERENCES BETWEEN HIS WORK AND THAT OF ANY OTHER CONTRACTOR TO THE
OWNER OR ARCHITECT AS SOON AS THEY ARE DISCOVERED THE OWNER OR ARCHITECT WILL DETERMINE WHICH EQUIPMENT
SHALL BE RELOCATED REGARDLESS OF WHICH WAS FIRST INSTALLED, AND HIS DECISION SHALL BE FINAL MATERIALS AND
WORKMANSHIP ALL WORK SHALL BE INSTALLED IN A PRACTICAL AND WORKMANLIKE MANNER BY COMPETENT WORKMEN,
SKILLED IN THEIR BRANCH OF THE TRADE
7 UNLESS OTHERWISE SPECIFIED OR INDICATED ON THE DRAWINGS, ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS
AND SHALL BE THE BEST OF THEIR SEVERAL KINDS ALL MATERIAL AND EQUIPMENT SHALL MEET OR EXCEED STANDARDS
SPECIFIED BY UL, NEMA, ANSI AND IEEE WHEREVER SUCH STANDARDS HAVE BEEN ESTABLISHED FROM TIME —TO —TIME
DURING THE OPERATION AND AT THE COMPLETION THEREOF, THIS CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS
MATERIALS CAUSED BY HIS WORK AND HE SHALL LEAVE THE AREA OF THE OPERATION BROOM CLEAN ALL ELECTRICAL
EQUIPMENT AND MATERIAL SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL SUPPORTS THIS CONTRACTOR SHALL
FURNISH AND INSTALL ALL ANGLE IRON, CHANNEL IRON, RODS, SUPPORTS OR HANGERS REQUIRED TO INSTALL OR MOUNT
PANELBOARDS, SWITCHBOARDS, OR ANY ELECTRICAL EQUIPMENT CALLED -FOR ON THE PLANS, IN THESE SPECIFICATIONS, OR
AS NECESSARY TO MOUNT ANY PIECE OF ELECTRICAL EQUIPMENT, MATERIAL, OR DEVICE
8 THE CONTRACTOR SHALL KEEP AS BUILT DRAWINGS (ONE (1) SET) AND SHOP DRAWINGS AT THE JOB SITE FOR SOLE
PURPOSE OF RECORDING ALL CHANGES MADE DURING CONSTRUCTION AFTER COMPLETION OF THE WORK AND BEFORE
REQUESTING FINAL PAYMENT, THE ABOVE MENTIONED DRAWINGS SHALL BE DELIVERED TO THE OWNER
9 PROVIDE ALL SWITCHES, DISCONNECTS, FUSES, STARTERS, CONTACTORS, CONTROLS, FIXTURES, DEVICES, OUTLETS,
RECEPTACLES, CORDS, CORD CAPS, FLEXIBLE CONNECTIONS TO MATCH EQUIPMENT CONNECTIONS, PER MANUFACTURER'S
RECOMMENDATIONS, BOXES, SUPPORTS, HARDWARE, EQUIPMENT, CONDUIT AND WIRE, TO PROVIDE FOR COMPLETE OPERATION
OF ALL ELECTRICAL EQUIPMENT AND SYSTEMS COORDINATE THE LOCATION, ELEVATION AND TYPE OF ALL LIGHT FIXTURES,
RECEPTACLE OUTLETS, DATA AND SYSTEM OUTLETS, DEVICES, JUNCTION BOXES AND EQUIPMENT WITH THE OWNER/ARCHITECT
10 ALL CIRCUIT NUMBERS INDICATED ON THE DRAWINGS ARE FOR REFERENCE USE, CONTRACTOR TO BALANCE THE LOADS IN
ALL PANELS IN WHICH WORK IS PERFORMED PROVIDE COMPLETE AS —BUILT DRAWINGS.
11 CONTRACTOR SHALL COORDINATE ELECTRICAL REQUIREMENTS AND MAKE FINAL CONNECTIONS OF EQUIPMENT FURNISHED
BY OTHER TRADES
12 CONTRACTOR SHALL MAINTAIN A COMPLETE TEMPORARY POWER SYSTEM DURING CONSTRUCTION COORDINATE ALL POWER
OUTAGES & CHANGEOVERS WITH THE OWNER
13 CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE YEAR CONTRACTOR SHALL OBTAIN AND
PAY - FOR ALL PERMITS AND INSPECTIONS
14 ALL PERMANENTLY ABANDONED CIRCUITS, CONDUITS AND WIRING SHALL BE REMOVED BACK TO THEIR SOURCE ALL
ABANDONED TELEPHONE AND DATA WIRING SHALL BE REMOVED ALL ABANDONED WALL OUTLETS EITHER POWER DATA OR
TELEPHONE SHALL BE CLOSED WITH AN APPROPRIATE BLANK COVER TO MATCH EXISTING FINISH AND COLOR
15 CARE SHALL BE TAKEN WHEN TRENCHING, TO AVOID UNDERGROUND ELECTRIC, WATER, SPRINKLER & DRAIN LINES
CONTRACTOR SHALL REPAIR TO LIKE NEW CONDITION, AT HIS EXPENSE, ANY DAMAGE THAT HE MAY CAUSE BY HIS WORK
RESTORE LANDSCAPE AREAS TO ORIGINAL CONDITION WITH APPROPRIATE SODDING AND PLANTING UNDERGROUND CONDUIT
ELBOWS SHALL BE GALVANIZED RIGID STEEL PAINTED WITH HEAVY COAT OF BITUMASTIC
16 PROVIDE ENGRAVED LAMINATED PHENOLIC NAMEPLATES WITH 3/8" LETTERS ENGRAVED THROUGH BLACK TO WHITE
17 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND CONNECT A COMPLETE SYSTEM OF PANELS, CONDUITS, WIRE, FITTINGS,
BOXES, SUPPORTS AND ALL OTHER MISCELLANEOUS MATERIALS REQUIRED FOR EQUIPMENT AS INDICATED ON THE PLANS TO
PROVIDE A COMPLETE AND OPERABLE ELECTRICAL DISTRIBUTION SYSTEM
LIGHTING
ELECTRICAL EQUIPMENT AND DEVICES
1 PANELS SHALL HAVE 20 AMP SINGLE, DOUBLE OR 3—POLE CIRCUIT BREAKERS (CAPABLE OF
1 EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED TO UNSWITCHED LOCAL LIGHTING CIRCUITS
INTERRUPTING AVAILABLE SHORT CIRCUIT CURRENT) AS REQUIRED IN EACH BRANCH CIRCUIT.
WHERE BREAKERS LARGER THAN 20 AMPERES ARE REQUIRED, THE SIZES ARE NOTED ON THE
DRAWINGS BREAKERS SHALL BE BOLTED TO BUS TYPE, QUICK —MAKE, QUICK —BREAK AND
2 LIGHTING FIXTURES ALL FIXTURES SHALL BE AS SHOWN ON FIXTURE SCHEDULES, AND APPROVED BY OWNER UNLESS
CAPABLE OF INTERCHANGING 1,2 OR 3—POLE UNITS. MULTIPLE UNITS SHALL BE COMMON TRIP.
OTHERWISE INDICATED, ALL LIGHTING FIXTURES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR AS
PROVIDE SPARE BREAKERS IN EACH PANEL AS SHOWN. ELECTRICAL CONTRACTOR SHALL
INDICATED ON THE LIGHTING FIXTURE SCHEDULES, INCLUDING LAMPS ALL FIXTURES SHALL BEAR THE UNDERWRITER'S
ARRANGE CIRCUITS AS NEAR AS POSSIBLE TO CIRCUIT NUMBERS ON THE DRAWINGS. UPON
LABORATORIES LABEL AND SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTION ALL FIXTURES SHALL BE NEW
COMPLETION OF JOB, ELECTRICAL CONTRACTOR SHALL TAKE CURRENT READING CHECKS OF ALL
PHASES CIRCUIT CONNECTIONS SHALL BE REARRANGED TO BALANCE THE LOAD ON THE PANEL.
AND UNDAMAGED THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY SUPPORT MEDIA FOR ALL LIGHTING
ALL LUGS SHALL BE U.L. APPROVED CU/AL TYPE.
FIXTURES INCLUDING STRUCTURAL STEEL, ANGLES, RODS, ETC IN GENERAL, FIXTURES SHALL BE SUPPORTED IN A MANNER
ACCEPTABLE TO THE LOCAL INSPECTION AUTHORITIES ALL FIXTURES SHALL BE FIRMLY SUPPORTED FROM BEAMS OR JOISTS
2 ALL GENERAL PURPOSE RECEPTACLES AND SWITCHES COLOR SHALL BE SELECTED BY
ARCHITECT/OWNER ACCEPTABLE DEVICE MANUFACTURERS ARE HUBBELL, LEVITON, OR EQUAL.
OUTDOOR RECEPTACLES SHALL BE WEATHERPROOF WHILE IN USE IN ACCORDANCE WITH NEC
3 ALL RECESSED LIGHTING FIXTURES SHALL HAVE THERMAL PROTECTION. PROVIDE A FIXTURE SUPPORT AT EACH CORNER
ARTICLE 408. RECEPTACLES SHALL BE LEVITON 5362 SERIES OR EQUAL.
FOR ALL LAY —IN LIGHT FIXTURES, OR PROVIDE UL LISTED FIXTURE CLIPS, PROVIDE ALL REQUIRED MOUNTING HARDWARE &
ACCESSORIES, ALL BALLASTS SHALL BE FUSED
3 LOCATIONS OF OUTLETS ARE SHOWN APPROXIMATELY ON THE DRAWINGS. APPROXIMATE
LOCATIONS OF LIGHT FIXTURES ARE SHOWN ON THE DRAWINGS. OUTLET BOXES FOR CONCEALED
WORK SHALL BE PRESSED STEEL BOXES, GALVANIZED AND NOT LESS THAN #12 GAUGE. WALL
4 LETTER INSIDE OR ADJACENT TO FIXTURE SYMBOL INDICATED TYPE — SEE FIXTURE SCHEDULE
OUTLETS SHALL BE 4" SQUARE BY 1Y2" DEEP, SINGLE OR DOUBLE COVER, EXCEPT GANG BOXES
OF SIMILAR DEPTH SHALL BE USED AT LOCATIONS REQUIRING MORE THAN 2—GANG OUTLETS ON
THE EXTERIOR OF THE BUILDING SHALL BE WEATHERPROOF TYPE. ALL OUTLETS SHALL BE FIRMLY
SECURED IN PLACE
CONDUIT
4 ALL PANELS, SAFETY SWITCHES, STARTERS AND IN GENERAL, ALL EQUIPMENT REQUIRING LUGS
SHALL BE EQUIPPED WITH SOLDERLESS TYPE U L APPROVED LUGS PROVIDE ALL NECESSARY
UNISTRUT, CHANNEL, BACKING AND SUPPORTS TO MOUNT SWITCHBOARD AND PANELBOARDS
1 CONDUIT AND E.M.T. SHALL BE DELIVERED TO THE BUILDING IN 10—FOOT LENGTHS AND EACH LENGTH SHALL
SECURELY IN PLACE FUSES THIS CONTRACTOR SHALL REPLACE ALL FUSES BLOWN DURING
HAVE THE UNDERWRITER'S LABORATORIES LABEL. CONDUIT AND E.M.T. SHALL BE RUN CONCEALED IN ALL
CONSTRUCTION AND TESTING AND SHALL PROVIDE A COMPLETE SET OF FUSES IN ALL FUSE
HOLDERS, SWITCHES, PANELS AND ALL OTHER DEVICES REQUIRING FUSES FUSES SHALL BE AS
FINISHED AREAS OF THE BUILDING. E.M.T. CONNECTORS AND COUPLERS SHALL BE SET SCREW TYPE MADE OF DIE
SPECIFIED HEREIN AND INDICATED ON DRAWINGS. ALTERNATE MANUFACTURER IS LITTELFUSE
CAST AS MANUFACTURED BY THOMAS & BETTS, STEEL CITY, OR APPLETON. BENDS AND OFFSETS SHALL BE
MADE WITH A HICKEY OR POWER BENDER WITHOUT KINKING OR DESTROYING THE SMOOTH BORE OF THE CONDUIT
5 MARK EVERY JUNCTION OR PULL BOX COVER PLATES WITH THE CIRCUIT NUMBER(S) OF ALL
PARALLELED CONDUITS SHALL RUN STRAIGHT AND TRUE WITH OFFSETS UNIFORM AND SYMMETRICAL.
WIRES CONTAINED THEREIN
CONDUIT TERMINALS AT BOXES AND CABINETS SHALL BE RIGIDLY SECURED WITH LOCKNUTS AND BUSHINGS AS
REQUIRED BY THE NEC. INSULATED BUSHINGS SHALL BE USED ON ALL CONDUIT 1" TRADE SIZE AND LARGER.
6 VERIFY EQUIPMENT RATINGS AND LOCATIONS PRIOR TO ROUGH —IN
CONDUIT SHALL BE SECURELY FASTENED IN PLACE AT NO MORE THAN 8—FOOT CENTERS, AND HANGERS,
SUPPORTS OR FASTENINGS SHALL BE PROVIDED AT EACH CONDULET, ELBOW AND AT THE END OF EACH
7 PROVIDE A NEATLY TYPEWRITTEN ACCURATE PANEL DIRECTORY SCHEDULE ON THE INSIDE OF
STRAIGHT RUN, TERMINATING AT A BOX OR CABINET. CONDUIT SHALL NOT BE SUSPENDED FROM THE CEILING OR
EACH ELECTRICAL PANEL DOOR. PROVIDE COPIES TO THE OWNER & A/E
CEILING SUSPENSION WIRES HORIZONTAL AND VERTICAL CONDUIT RUNS SHALL BE SUPPORTED BY ONE —HOLE
MALLEABLE STRAPS OR OTHER APPROVED METAL DEVICE WITH SUITABLE BOLTS, EXPANSION SHIELD OR BEAM
8 PROVIDE A SERVICE RATED SECONDARY SURGE ARRESTOR AT EACH ELECTRICAL SERVICE
CLAMP FOR MOUNTING TO BUILDING STRUCTURE OR SPECIAL BRACKETS CONDUIT SHALL BE SUPPORTED FROM
ENTRANCE. PROVIDE A SERVICE ENTRANCE RATED TVSS DEVICE AT EACH SERVICE ENTRANCE
MAIN. PROVIDE A SUBPANEL RATED TVSS DEVICE AT EACH PANEL SERVING HIGH HARMONIC
STRUCTURAL STEEL OR JOIST AND INDEPENDENT OF OTHER PIPING. DO NOT SUPPORT CONDUIT FROM METAL
LOADS, LIGHTING, HVAC, MOTORS, SWITCHING LOADS, COMPUTERS OR SENSITIVE ELECTRICAL
ROOF DECK OR ANY OTHER SUPPORT DEVICE OF ANOTHER TRADE. ARMORED CABLE (BX) OR NONMETALLIC
EQUIPMENT
SHEATHED CABLE (ROMEX) SHALL NOT BE USED. NO ALUMINUM CONDUIT SHALL BE USED
9 PROVIDE ENGRAVED NAMEPLATES FOR ALL ELECTRICAL EQUIPMENT
2 ALL OUTDOOR CONDUIT, WIRING, BOXES AND EQUIPMENT SHALL BE WEATHERPROOF CONNECTIONS TO
MECHANICAL EQUIPMENT SHALL MADE WITH FLEXIBLE CONDUIT AND WIRING
10 PANELBOARDS SHALL BE "NQOD" CIRCUIT BREAKER TYPE AS MANUFACTURED BY SQUARE
"D", SIEMENS,CHALLENGER, GENERAL ELECTRIC OR WESTINGHOUSE, OR AS NOTED PANELBOARDS
3 ALL TV, SOUND & INTERCOM SYSTEMS CONDUIT 3/4" UNLESS OTHERWISE NOTED.
SHALL HAVE A HINGED LOCKING DOOR PROVIDE A TYPEWRITTEN CIRCUIT DIRECTORY WITH
PROTECTIVE COVERING ALL WIRES IN PANEL SHALL BE TAGGED WITH CIRCUIT NUMBER CIRCUIT
BREAKERS FOR MECHANICAL EQUIPMENT SHALL BE HACR TYPE
4 PROVIDE TELEPHONE/DATA OUTLETS WITH WIRING BACK TO TELEPHONE BOARD AND NETWORK SERVER
5 ONLY SHORT RUNS OF FLEXIBLE METAL CONDUIT NOT OVER 6' IN LENGTH AND HAVING A GROUND CONDUCTOR
SHALL BE USED FOR TERMINAL CONNECTIONS TO MOTORS AND ALSO FOR ELECTRICAL EQUIPMENT WHERE IT IS
NOT PRACTICAL TO MAKE FINAL CONNECTION WITH RIGID CONDUIT FLEXIBLE CONDUIT EXPOSED TO WEATHER
SHALL BE SEALTITE ALL CONDUIT SHALL BE RUN PARALLEL TO THE BUILDING STRUCTURE CONDUIT INSTALLATION
SHALL CONFORM TO ALL THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC/N.F.P.A.-70), FLORIDA
BUILDING CODE 2020, 7th EDITION AND ALL LOCAL CODES
6 PROVIDE ALL REQUIRED CONDUIT & CABLE PENETRATIONS THROUGH PARTITIONS, WALLS, FLOORS, SLABS &
ROOFS, WITH APPROVED FIRE SEALANT COMPOUND
7 CONDUIT, FIXTURES, OR ANY ELECTRICAL DEVICES SHALL NOT BE SUPPORTED FROM STEEL DECK, BRIDGING,
CEILING, OR CEILING SUPPORT WIRES.
8 ALL EXPOSED EXTERIOR CONDUIT SHALL BE RIGID GALVANIZED STEEL ALL EXPOSED INTERIOR CONDUIT SHALL
BE RIGID GALVANIZED STEEL OR E.M.T. CONDUIT INSTALLED BELOW SLAB OR UNDERGROUND MAY BE SCHEDULE 40
PVC (3/4" MINIMUM). ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. ALL CONCEALED CONDUIT IN WALLS
AND CEILINGS SHALL BE EMT, EMT FITTINGS SHALL BE DIE CAST SET SCREW TYPE AT DRY INTERIOR LOCATIONS
EMT FITTINGS AT EXTERIOR, DAMP, OR WET LOCATIONS SHALL BE DIE CAST COMPRESSION RAIN —TIGHT TYPE WIRE.
CONDUCTORS AND WIRING
1 ALL WIRING (POWER, LIGHTING, SECURITY, SOUND, INTERCOM, FIRE ALARM, CONTROL, CCTV, TELEPHONE,
COMPUTER DATA, TELECOM, ETC ) SHALL ALL BE IN CONDUIT.
2 BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR NO MORE THAN 3% VOLTAGE DROP AT THE FARTHEST
POINT. 20 AMPERE BRANCH CIRCUITS SHALL HAVE MINIMUM #10 COPPER HOMERUN WIRING FOR CIRCUITS OVER
57' LONG AND #10 WIRING THROUGHOUT FOR CIRCUITS OVER 150' LONG.
3 PROVIDE GREEN GROUND WIRE IN EACH RACEWAY, SIZE WIRE IN ACCORDANCE WITH ARTICLE 250 OF THE NEC
4 PROVIDE WIRE MARKERS ON EACH CONDUCTOR AT TERMINAL STRIPS AND AT FINAL LINE AND LOAD
CONNECTIONS IDENTIFY WITH BRANCH CIRCUIT OR FEEDER NUMBER OF POWER AND LIGHTING CIRCUITS, AND WITH
CONTROL WIRE NUMBER AS INDICATED ON EQUIPMENT MANUFACTURER'S SHOP DRAWINGS FOR CONTROL WIRING OR
AS DRAWINGS INDICATE
5 ALL WIRES SHALL BE COLOR CODED COLOR CODE BRANCH CIRCUIT WIRING AS FOLLOWS:
1 THREE PHASE SYSTEM: 120/208V PHASE A: BLACK PHASE B: RED PHASE C: BLUE NEUTRAL: WHITE
GROUND: GREEN
2 SWITCHED WIRES: OTHER THAN COLORS LISTED ABOVE
3 TRAVELERS BETWEEN 3—WAY SWITCHES: PURPLE
4 ISOLATED GROUND: GREEN WITH YELLOW STRIPS
6 SIZES OF CONDUCTORS FOR FEEDERS ARE GIVEN ON THE DRAWINGS AND NO WIRE SMALLER THAN #12 GAUGE
SHALL BE USED FOR BRANCH LIGHTING OR POWER CIRCUITS. ALL WIRING SHALL BE THHN. ALUMINUM WIRE OR
ALUMINUM CABLE IS NOT ACCEPTABLE WHERE LIGHTING FIXTURES ARE USED AS RACEWAYS, 90 DEGREE C
MINIMUM INSULATED WIRE SHALL BE USED
7 A STURDY MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH APPROVED GROUNDING
CONNECTORS ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY WITH THE NEC PANELS, CONDUIT
SYSTEMS, MOTOR FRAMES, LIGHTING FIXTURES AND OTHER EQUIPMENT THAT ARE PART OF THIS INSTALLATION
SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND ELECTRICALLY IN ACCORDANCE WITH ALL CODES
SYSTEM GROUND SHALL NOT EXCEED A MAXIMUM OF 5 OHMS RESISTANCE MAIN GROUNDING SYSTEM SHALL BE
SIZED TO CONFORM WITH SECTION 250 OF THE NEC. PROVIDE CONDUIT TO PROTECT WIRE FROM DAMAGE TO AN
AREA EIGHT FEET (8') ABOVE FLOOR A GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL CONDUIT. IT SHALL BE
INSULATED, STRANDED, ANNEALED COPPER CONDUCTOR
11 PANELBOARDS, CIRCUIT BREAKERS, DISCONNECT SWITCHES, STARTERS OR OTHER
ELECTRICAL APPARATUS INSTALLED FOR THE OPERATION OF ANY EQUIPMENT SHALL BE
PROPERLY IDENTIFIED WITH ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED TO
EQUIPMENT BY STAINLESS STEEL SCREWS.
12 ALL WIREWAYS, PULLBOXES, OUTLETS AND JUNCTION BOXES SHALL BE PROPERLY SIZED
PER THE NATIONAL ELECTRICAL CODE. PULLBOXES AND OUTLET BOX SHALL HAVE ALL
WIRING TAGGED TO INDICATE PANEL AND CIRCUIT NUMBERS
13 DISCONNECT SWITCHES SHALL BE SQUARE "D", WESTINGHOUSE, SIEMENS, CHALLENGER
OR G E SAFETY SWITCHES SWITCHES SHALL BE HEAVY DUTY AND RATED FOR THE
PROPER VOLTAGE. SWITCHES SHALL BE RATED AS INDICATED ON THE DRAWINGS FOR SIZE,
NUMBER OF POLES AND TYPE ENCLOSURE.
14 ALL FUSES SHALL BE BUSSMAN CURRENT LIMITING TYPE.
15 WHERE RECEPTACLES ARE INSTALLED CLOSER THAN 72" FROM EDGE OF SINK OR LAV,
RECEPTACLE SHALL BE OF THE GROUND FAULT CIRCUIT INT. TYPE ALL GFI RECEPTACLES
SHALL BE INDIVIDUAL DEVICES AND SHALL NOT BE SLAVED OR SHALL NOT BE GFI
BREAKERS.
16 ALL EXTERIOR RECEPTACLES SHALL BE WP GFCI TYPE. PROVIDE RECEPTACLE AT HVAC
EQUIPMENT OUTDOOR EQUIPMENT, CONDUIT & CONNECTIONS SHALL BE WEATHERPROOF
17 IN ADDITION TO THE LEGEND THE CONTRACTOR SHALL COORDINATE EXACT LOCATION OF
OUTLETS AND DEVICES WITH ARCHITECTURAL INTERIOR ELEVATIONS & CABINET WORK.
18 ALL MOTOR STARTERS, SAFETY SWITCHES, VARIABLE SPEED DRIVES, RELAYS, MOTOR
CONTROL CENTER, MDP'S, SWITCHBOARDS, PANELBOARDS, CONTACTORS, & ALL OTHER
ELECTRICAL EQUIPMENT, SHALL BE OF THE SAME MANUFACTURER, UNLESS PROVIDED AS
ELECTRICAL EQUIPMENT ON APPROVED FACTORY FABRICATED EQUIPMENT, SUCH AS CHILLER
STARTERS, ROOF TOP UNITS, CONDENSING UNITS, ETC.
19 ALL EQUIPMENT SHALL BE RATED FOR MAXIMUM AVAILABLE VOLTAGE AND GROUND FAULT
CURRENT. ALL EQUIPMENT SHALL HAVE U.L. LISTING.
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION QF THE FLORIDA
BUILDING
No.77065• - ,4
%�'��'••�ORID .••'��1��•
ZONA L E
''���11111111111\\\
DANIEL JAMES COOREY P.E.
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
GENERAL ELECTRICAL
NOTES
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
18 DISPOSE OF ALL LAMPS, BALLASTS, & OTHER HAZARDOUS MATERIALS IN ACCORDANCE WITH ALL FEDERAL, STATE, LOCAL,
& EPA REGULATIONS
8 ALL CONDUCTORS SHALL BE COPPER, 600 VOLT WITH MINIMUM SIZE OF #12 AWG THWN / THHN, UNLESS
OTHERWISE SPECIFIED. WIRE SIZES OF #10 AND LARGER SHALL BE STRANDED.
E1-0
3"=1'-0" 1 1 /2 °=1'-0" 3/4"=1 '-0" 1 /4"=1'-W 1 /8"=1'-0" 1 / 16"=1 '-0"
0 1 0 2 2 0 2 4 6 6 0 12 0 40 60
I "- 10'
1 1 1 1
s_m m m m
1 "=2031� 2'1 0 20 40 60
_._ 1 111 It 1 II 1 1 1 1 I i I I .'. 1 I i I
45 1 "=30' 30 15 ° 90 1 "=40' so 4� 20 0 40 80 120
I 1 I
1 "=50' 75 150
1 0 1 300
1 "=100'
48M ELECTRICAL N07M
ALL WORK SHALL BE ACCORDING TO THE NEC 2017
2. ALL EQUIPMENT AND SYMBOLS ARE SHOWN
DIAGRAMMATICALLY
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT
DIMENSIONS PRIOR CONSTRUCTION.
3. LIGHT FIXTURES LABELED WITH A CIRCUIT NUMBER
SHALL BE CIRCUITED USING 2#12 & 1#12 GROUND IN
3/4" CONDUIT UNLESS NOTED OTHERWISE. CONTRACTOR
SHALL CONFIRM AND COORDINATE EXACT JUNCTION BOX
AND CONDUIT LOCATIONS AND ROUTING IN FIELD. WHIPS
TO LIGHTING FIXTURES SHALL BE ALLOWED TO BE MC
CABLE.
4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT
DIMENSIONED LOCATION OF RECEPTACLES.
5. ALL CIRCUITS SHALL BE CIRCUITED USING 2#12 &
1#12 GROUND IN 3/4" C FOR ONE OR TWO CIRCUITS
NUMBERS INDICATED IE* OR ** O.U.N. 120/208V
CIRCUITS RUN OVER 100 FT. SHALL USE 2#10 & 1#10
GROUND 3/4"C.
6. CONTRACTOR CAN CONSOLIDATE CONDUIT RUNS
ACCORDING TO NEC 2017 CHAPTER 9.
7. ALL INFORMATION LEFT BLANK ON A PANEL
SCHEDULE IS INDICATED ON THE FLOOR PLANS OR
ONE -LINE RISERS. ANY CIRCUIT POSITION ON THE
PANEL SCHEDULE LEFT BLANK SHOULD BE CONSIDERED
A SPARE. ALL PANELS SHALL BE 22KAlC U.O.N.
8. PURSUANT THE REQUIREMENTS OF F.A.C. 61G15-33,
THE AVAILABLE FAULT CURRENT CALCULATIONS AND
VOLTAGE DROP CALCULATIONS ARE ATTACHED.
ELECTRICAL LEGEND
®
SPECIAL SERVICES OUTLET
110 VOLTS DUPLEX OUTLET
&h
110 VOLTS QUADRUPLE OUTLET
,kGFI
GROUND FAULT INTERRUPT
d0p
WATER PROOF w/GROUND FAULT
110 VOLTS SPLIT SWITCHED OUTLET
220 VOLTS OUTLET
TELEPHONE CABLE OUTLET
Tv
TV/CABLE OUTLET
CBL
CABLE OUTLET
1
ONE WAY SWITCH
I2
TWO WAY SWITCH
I3
THREE WAY SWITCH
OCC
OCCUPANCY SENSOR
1DM
DIMMER SWITCH
BATHFAN
®
CHIMES
ICI
DISCONNECT SWITCH
0
ELECTRICAL PANEL
Q
DOOR BELL
M®
ELECTRIC METER
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDING \\CgDe'Aq?61/
00��,:
* . No. 77065 '
DAN EL JAMES COOREY P.E.
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
POWER PLAN
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
El -1
3"-1' 0" 1 1/2"-1' 0" 3/4"=1'-0" 1/4"=1'-0" 1/8"=1'-0" 1/16"=1'-0"
0 0 1 1 0 2 2 0 2 4 8 6 0 12 m m IN m m mb 20 bu
15 10 10 20 30
1 "=10'
3� Y� 1� 0 20 40 60
1 "=20'
4 1 0 30 60 90 6� 4� 2� 0 40 80 120
1 "=30' 1 "=40'
1 "-50' liq PIN pk 2 pq 0 50 100 150 1 "=100' 15L = Ill m P, 50 0 100 200 300
q�
- _ P1-5
ELEC. REFLECTED
SCALE: 1 /4" = 1'-0"
CEILING
E1-2
LIGHT FIXTURE SCHEDULE
TYPE
MFG
DESCRIPTION / CATALOG NO.
LAMP TYPE
WATTS
VOLTS
MOUNTING
DIMMING (IF REI
NOTES
L1
METALUX
RT14SP - FPSUS2
RT14SP - DF-14W-U
LED
40
120
FLASH MOUNTED
YES
REPLACE ALL EXISTING CEILING LIGHTS
USE DIMMER LUTRON SCL-153PR-WH /
OCCUPANT SENSORS PER C405.2
L2
HALO
HLB6099FSl EMWR
LED
16
120
SURFACE
N/A
L5
EM LIGHT
ISOLITE MIGN-25-LC-SM
HALOGEN
2(25)
120
SURFACE
N/A
EX1
SURE-LITES
EXIT LIGHT / SURE-LITES APX7G2
LED
1.31
120
SURFACE
N/A
EX2
SURE-LITES
LED
0.6
120
SURFACE
N/A
GENERAL NOTES:
THESE DRAWINGS HAS BEEN CREATED FROM
PREVIOUS CONTRACT DOCUMENTS, WHILE
ACTUAL CONDITIONS HAVE BEEN INVESTIGATED
TO THE BEST OF THE DESIGNER ABILITY, THE
CONTRACTOR SHALL FIELD VERIFY THE EXISTING
CONDITIONS DURING THE COURSE OF WORK
AND COORDINATE ANY DISCREPANCIES WITH
THE ARCHITECT/DESIGNER/ENGINEER
FIRE ALARM SYSTEM NOTE:
THE OCCUPANCY CLASSIFICATION IS BUSINESS
GROUP B WITH AN OCCUPANT LOAD LESS THAN
100 PERSONS. PER FBC 907.2.2, A MANUAL
FIRE ALARM SYSTEM IS NOT REQUIRED.
ELECTRICAL KEY NOTES:
RI EXIT SIGNS AND EMERGENCY BATTERY UNITS
SHALL BE CONNECTED TO THE LIGHTING
BRANCH CIRCUIT IN THE AREA AHEAD OF
THE LIGHTING CONTROL.
F2-.j REMOTE TWIN HEAD, LOW VOLTAGE,
EMERGENCY FIXTURES POWERED VIA EXIT
SIGN.
DRAWINGS AND MANUALS SHALL BE SUBMITTED
TO THE OWNWER PER SECTION C408.3.2
EXISTING LIGHTS IN TOILETS TO REMAIN
EXIT LIGHT SYMBOLS
COMBINATION EXIT, EMERGENCY LIGHT FIXTURE
ILLUMINATED DIRECTIONAL EXIT SIGNAGE, CEILING MOUNTED
ILLUMINATED EXIT SIGNAGE, CEILING MOUNTED
ILLUMINATED EXIT SIGNAGE, WALL MOUNTED
EMERGENCY LIGHT FIXTURE, WALL PACK WITH TWIN HEADS
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDING COW%@(D2Q,.,,,�
JA MES %,,�
���:\' �\C E /ys OO,jj':
OP'
* . No. 77065 '
10
DANIEL JAMES COOREY P.E
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
ELECTRIC REFLECTED
CEILING
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
1
E1-2
311=11-0" 1 1 /2"=1'-0"WE 3/4"=1'-0" 1 /4"=1'-0" 1 /8"=11-0" 1 / 16"=1'-0"
0 0 1 1 0 2 2 0 2 4 8 4 0 ID 6 10 20 30 12 0 M0010
i 0 10 0 30
1"=10'
30 20 10 0 20 40 60 4 15 0 30 60 90 60 40 20 0 40 80 120
1 "=20' 1 "=30' 1 "=40' m � � � �
7 50 25 0 50 100 150 150 100 0 100 300
1 "=50' 1 "=100' pq
EXISTING POWER RISER DIAGRAM
SCALE: N.T.S. E1-4
MAIN BREAKER : 200 AMP
MAIN CONNECTION : M.C.B.
BUS/BREAKER A/ RATING
22KA/10KA
DESCRIPTION
WATTS
A
B
G
RVAC-RTU-EXISTING 1
3000
-
-
HVAC-RTU-EXISTING 2
-
3000
-
L-EXTERIOR LIGHTS
-
-
200
R- RM 102, 120
1440
-
-
R- RM 119
-
1620
-
R- RM 103
-
-
1440
SPARE
0
-
-
SPARE
-
0
-
DRYER RM-118
-
-
2000
2000
-
-
-
2000
-
R-TOILETS GFCI
-
-
1620
R-RM 113, 114, 116
1440
-
-
R-RM 108, 110
-
1440
-
R-RM 101, 105, 107
-
-
1080
TOTALS
8,960
8,060
6,340
PHASE
A :
1.4,510 WATTS + 2596 L IGTH E L. MOTOR
16,635.5
PHASE
B :
15,050 WATTS + 259. L ICaHT t L. MOTOR =
1&562.5
PHASE
C :
10,550 WATTS + 25% LIGHT t L. MOTOR =
13,23-1.5
LOAD PANEL "P"
DEVICE FAMILY SQUARE D QO OR EQUAL
VOLTAGE : 120 / 208 3( 4W FED FROM : —
BREAKER
CRK
'OLE
AMP
NO
1
2
60A
3
1
20A
5
1
20A
7
1
20A
9
1
20A
11
1
20A
13
1
20A
15
3
60A
17
19
21
1
20A
23
1
20A
25
1
20A
27
1
20A
29
1
20A
31
1
33
1
35
1
35
39
41
A
3000
480
1440
530
500
5,950
N
TOTAL CONNECTED KVA : 50.74 KVA
I : 50,135.5 VA / 36021 = 140.52 AMPS
BREAKER
CONNECT
CR
BREAKER
NO
AMP
POLE
2
60A
2
4
6
20A
1
8
20A
1
10
20A
1
12
20A
1
14
20A
1
16
20A
1
18
20A
1
20
20A
1
22
20A
1
24
20A
1
26
20A
1
28
20A
1
30
20A
1
32
34
36
38
40
42
LOCATION :SEPARATION WALL
MOUNTING : SURFACE-NEMA 1
WATTS
DESCRIPTION
8
G
-
-
AHU-1
3000
-
AHU-2
-
480
L-RM 101, 102, 119, 120
-
-
L-RM 103, 113, 114, 116, 117, 118
440
-
L-RM 109, 110, 111. 112, 114, 115
-
360
L-RM 105, 106, 107, 108, 114
-
-
R-RM 115
1800
-
GFCI
-
1800
WASHER
-
-
R-HAND DRYER 104
530
-
R-HAND DRYER 117
-
530
R-HAND DRYER 111
-
-
L-RM 104, 111 117
1260
-
R-RM 112, 109
-
1260
R-RM 106, CTRL AREA
-
-
SPARE
-
-
SPARE
7,030
4,250
TOTALS
ALL WIRE 51ZES TO BE 0 12 THHN
UNLESS NOTED OTHERWISE
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL, FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDINGCgW%" ow",/4,'/
S C�i
* . No. 77065 . •�
ONA L ENmWoo'\�`�,
DANIEL DAMES COOREY P.E.
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
SCHEDULES
JOB No.
ZPH-0821
SCALE
AS NOTED
DATE
AUG-09-21
DRAW BY
DJ
CHECKED BY
DJ
PLOT DATE 08-09-21
DRAWING No
E1-3
3"=1'-0" qmmmmmp
1 1 /2"=1'-0" 3/4"=1'-0" 1 /4"=1'-0" 1 /8"=1'-0" 1 /16"=V-0"
0 0 1 0 2 2 0 2 4 8 6 0 12 0 40 60
1 10 5 0 10 0 30
1 "=10' m 0 1 1 "=20'
I I I Ill I _ 11 1!' I 1 1 , I— I I �_ I I 1" 1 1 1' I 11 1 111 111 1 -LIT m i III It 1 1, 1 11 I 1 1 11-_-. -A_ I- _.- 1 - j_ I I r
30 20 0 20 40 60 1 "=30' 45 1 0 90 1 "=40' 60 _ 4" _ 20 _ 0 40 80 120
1 "-50' 700 pk 25 0 50MR
100 150 1 "=100' 150 1 00 300 pq
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
C.O.
z vTR �1.
I l 2" VTR ' II
r-_
jTO EXISTING
I SEWER LINE I
HS-1 (G.C. TO VERIFY
I DEEP I
C.O. 2,I AND LOCATION)
I I HANSON
BOX
HS-1
C.0
\�01 I
I
I
I
C.O.
I
TO EXISTING SEWER LINE
(G.C. TO VERIFY DEEP
AND LOCATION)
C.O.
HS-1
EXISTING SEWER LINE
(G.C. TO VERIFY DEEP, SIZE
AND LOCATION)
TO EXISTING
SEWER LINE
(G.C. TO VERIFY
DEEP
AND LOCATION)
S-1
u
AI` 2" VTR
�0 I
01' I
oo
I
I
r/ HS-1
I
I
C.O.
I WC-1
I
L-1 2� L�N�
TO EXISTING
C.O. 4"��NL� SEWER LINE
(G.C. TO VERIFY
DEEP
AND LOCATION)
PLUMBING RISERS
SCALE: N.T.S.
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDI�IQN, I,QF THE FLORIDA
BUILDINGG Ej�''�%,���i/
�• Q�\ •�'�CENSFO�'P':
* : No. 77065
ORID
s!ONAL EN�'`�`'.
/1111111111
DANIEL JAMES COOREY P.E.
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
DRAINAGE PLAN
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
Pi -1
3"-1'-0" 1 1 /2"=1'-011 3/4"=1'-011 1 /4"-1'-01, 1 /8"-1 '-01, 1 / 16"-1 '-0"
0 1 1 IIIIIIIIIIIIIIII'o 2 2 0 2 4 8 6 0 12 mmommob 20 40 0
1 "=10'
15 10 5 1 20 30
-- I ! I I I I _ 1 1
3� 20 10 0 20 40 60
1 "=20'
I L I 11 I ' I
45 30 1 30 0 90
1 "=30'
1
6&. _
-40 _ _ 2� _ 0 40 80 120
7 2 019100 150
1 "=50'
150 100 50 0 100 200 300
1 "=100'
HW HW HW
HOT WATER
- - - - - - - -
COLD WATER
PLUMBING PLAN
HOT & COLD WATER
P1-2
GENERAL NOTES:
THESE DRAWINGS HAS BEEN CREATED FROM
PREVIOUS CONTRACT DOCUMENTS, WHILE
ACTUAL CONDITIONS HAVE BEEN INVESTIGATED
TO THE BEST OF THE DESIGNER ABILITY, THE
CONTRACTOR SHALL FIELD VERIFY THE EXISTING
CONDITIONS DURING THE COURSE OF WORK
AND COORDINATE ANY DISCREPANCIES WITH
THE ARCHITECT/DESIGNER/ENGINEER
1, ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES,
THIS SHALL INCLUDE, BUT NOT BE LIMITED TO THE STANDARD PLUMBING CODE.
2. THE PLUMBING SUBCONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY THE
EXISTING PLUMBING, COMPARE IT TO THE DESIGN BEFORE PURCHASE, FABRICATION AND
INSTALLATION OF ANY FIXTURE, PIPE, EQUIPMENT, ETC..
3. THE PLUMBING SUBCONTRACTOR SHALL INSTALL AND MAKE ALL PLUMBING
CONNECTIONS TO OWNER FURNISHED EQUIPMENT.
4. REVIEW PLANS OF ALL TRADES PRIOR TO BIDING AND INSTALLATION TO INCLUDE
ALL PLUMBING FOR SYSTEMS SHOWN ON THE PLANS AND AS REQUIRED.
5. VERIFY LOCATION OF EXISTING WATER SERVICE AND THE LOCATION/INVERTS OF
SANITARY PIPING PRIOR TO INSTALLATION.
6. VERIFY MOUNTING HEIGHT AND WATER CONNECTION SIZES TO ALL PLUMBING
FIXTURES PRIOR TO ROUGH —IN.
7. COORDINATE WITH OTHER TRADES TO PREVENT INTERFERENCE WITH HVAC DUCTS,
STRUCTURE, ELECTRICAL LIGHTING, AND OTHER PIPING IN THE CEILING SPACE. VENT
PIPING AND WATER PIPING SHALL BE HELD EITHER ABOVE OR BELOW EXISTING HVAC
DUCTWORK
8. ALL WORK, BOTH MATERIAL AND INSTALLATION SHALL BE GUARANTEED FOR A
PERIOD OF ONE YEAR FROM ACCEPTANCE BY THE OWNER.
9. ALL CHANGES SHALL BE APPROVED BY THE ARCHITECT.
10. COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE ROUGHING —IN
PLUMBING FIXTURES AND EQUIPMENT SUPPLIES.
11. MAKE PROPER HOT AND COLD WATER, WASTE AND VENT PIPING CONNECTIONS TO
ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALL FITTINGS AND CONNECTIONS ARE
NOT SHOWN.
12. ALL HOT PIPING INDICATED TO BE RUN ABOVE FINISHED CEILINGS OR IN EXTERIOR
WALLS SHALL BE INSULATED ON THE CONDITIONED SPACE SIDE OF THE BUILDING
INSULATION.
13. FURNISH AND INSTALL ALL REQUIRED COMPONENTS INCLUDING TRAPS TAILPIECES,
AND SUPPORTS. PROVIDE FLOOR DRAINS WITH TRAP PRIMER CONNECTED TO COLD
WATER SUPPLY.
14. ELKAY, DAYTON, KOHLER AND DELTA MAY BE SUBMITTED FOR APPROVAL BY THE
DESIGNER. ALL SUBMITTED MATERIALS MUST COMPLETELY DESCRIBE THE ITEM
INVOLVED. THIS WILL BE SUBJECT TO ENGINEERS REVIEW.
15. INSULATION FOR ALL POTABLE HOT WATER PIPING TO BE IN ACCORDANCE WITH
THE FLORIDA ENERGY CODE, LATEST EDITION.
16. ALL PLUMBING FIXTURES TO COMPLY WITH TABLE 604.4 THE MAXIMUM FLOW RATES
AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE SYSTEM.
17. WHERE SERVICES ARE REQUIRED TO BE REMOVED, RELOCATED OR ABANDONED,
BY—PASS UTILITY SERVICES, SUCH AS PIPE OR CONDUIT, BEFORE CUTTING, CUT—OFF
PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED, CAP, VALVE, OR PLUG
AND SEAL THE REMAINING PORTION OF PIPE OR CONDUIT TO PREVENT ENTRANCE OF
MOISTURE OR OTHER FOREIGN MATTER AFTER BY—PASSING OR CUTTING.
TEMPERED WATER SHALL BE PROVIDED THROUGHT AN APPROVED WATER —TEMPERATURE
LIMITING DEVICE (85'-110' F) THAT CONFORMS TO ASSE 1070 AND/OR CSA B125.3
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDING CODE 4PI;0.
JA MES��'''�%,
Af
* ; No. 77065
��=• F Qz-
S....... . • G��,S'
/0NALEN
DANIEL JAMES COOREY P.E.
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
HOT AND COLD WATER
PLAN
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
3"=1'-0"
P1-2
pm 111MINNE
1 1 /2"=1'-0" 3/4"=1'-011 1 /4"=1'-011 1 /8"=1'-0" 1 /16"=1'-0"
0 0 1 1 0 2 2 0 2 4 8 6 0 12 0 m m m m 1 20 40 60
I 0 o 10 0 30
1"`10'
1 "=20' 310 2� 10 0 20 40 so 1 "=30'
45 30 15 0 30 90
1 "=40'
6_ _ _ _ 20 _ 0 40 80 120
7 2 150
ill
1 "=100' 150 100 100 200 300
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
PLUMBING FIXTURE SCHEDULE
CODE
DESCRIPTION
HW
CW
WASTE
VENT
TRAP
REMARKS
PROVIDE ASSE 1070
HAND SINK, COUNTERTOP, WITH FAUCET
APPROVED BELOW DECK
HS-1
SELECTED BY OWNER.
Y
Y
2
1Ya
1Ya
MECHANICAL
MIXING/TEMPERING VALVE
SET AT MAX. 110 DEG.
SERVICE SINK, MUSTEE 62M DURASTONE
MOP BASIN WITH MOP HANGER, BUMPER
S-1
GUARDS, WALL GUARDS, HOSE &HOSE
y"
y2"
3"
2"
3"
HOLDER. CHICAGO FAUCET
540—LD897SWXF WITH WALL BRACE, %4"
HOSE THREAD, VACUUM BREAKER &PAIL
HOOK
WATER CLOSET, FLOOR MOUNTED,
AMERICAN STANDARD CADET RIGHT
WC-1
HEIGHT MODEL PRESSURE ASSISTED,
_
y„
3"
2"
INT
EQUAL BY KOHLER
VITREOUS CHINA, ELONGATED RIM, OPEN
OR TOTO
FRONT SEAT LESS COVER, POLISH
CHROME ACTUATOR ON WIDE SIDE, ADA
COMPLIANT.
LAVATORY. WALL HUNG W/ FLOOR
EQUAL BY KOHLER OR
MOUNTED CONCEALED ARM CARRIER
TOTO. PROVIDE ASSE
L-1
AMERICAN STD., LUCERNE MODEL NITROUS
Y2"
Y2"
2"
1y"
1 y4"
1070 APPROVED BELOW
„ ,
CHINA, 4 HIGH BACK, 1ya P TRAP, GRID
DECK MECHANICAL
MIXING/TEMPERING
DRAIN, CHICAGO FAUCET MODEL 802—V
VALVE SET AT MAX. 110
VANDAL RESISTANT, ADA COMPLIANT.
DEG.
NI✓
4 /NCO uwcj� ` N� ' \ ,
I � \
E6
xj`Nc I HW `�- �� � � \ �_
y N —J_
)/99I . . ............ 5
Y2 ,1
\ „ EWH y W _ 37 `-` 4 Y I
\ ` ` LHS-1
H ANSON BOX � 3 � � �� �
/ '}
n
= 91
HW N�1 // HS-1 y2" WC-1 y
M/l✓ HS-1 L-1
I �
r Y
�J =
I
1
y„ 3
2 HS-1 i
Y
I
I
3 I
y„
t2�HS-1 PLUMBING RISER A
SCALE: N.T.S. P1-4
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
AMES
,
0.
OR ID
4
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture &Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDING COp,Ei112W0
,,,
.� QQ • ' �\ C E' IVSF.
* No.
77065 ..-
!0NA L
�21�I�oz� �,,,11111111,,,
DANIEL JAMES COOREY P.E
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
RISER AND SCHEDULE
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
P1-3 40
��_ 3/4"=1'-0" 1/4"=1'-0" 1/8"=1'-0" 1/16"=1'-0" � 0 1 1 1 /2 —1 -0 1 0 2 2 0 2 a s s o 12 0 0
1 0 1 0 30
1 "=10'
1 "=20' 2� 100 0 20 40 60
1. 15 0 90 6� 4� M 0 40 80 120
1 "=30'1 "=40'
75 2 150 150 100 0 100 300
1 "=50' 1 "=100'
THESE URAWINGS HA5 13EEN UHEAIEU FRUM
PREVIOUS CONTRACT DOCUMENTS, WHILE
ACTUAL CONDITIONS HAVE BEEN INVESTIGATED
TO THE BEST OF THE DESIGNER ABILITY, THE
CONTRACTOR SHALL FIELD VERIFY THE EXISTING
CONDITIONS DURING THE COURSE OF WORK
AND COORDINATE ANY DISCREPANCIES WITH
THE ARCHITECT/DESIGNER/ENGINEER
MODIFIED MECHANICAL.
PLAN
M1-1
HVAC DIAGRAM NOTES
THE HVAC DIAGRAM IS NOT INTENDED TO SHOW EXACT DETAIL OF EVERY ITEM REQUIRED TO MEET THE CODE
REQUIREMENTS.
THE DUCT ROUTING SHOWN IN GENERAL IN NATURE; FIELD CONDITIONS MAY DICTATE EXACT CONFIGURATION OF THE HVAC
SYSTEM. CODE SECTIONS ARE LISTED FOR EACH HVAC SYMBOL FOR THE HVAC CONTRACTOR TO REFERENCE PRIOR TO
INSTALLATION.
SIZE TRANSFER AIR DEVICES 1.5 TIMES THE SIZE OF THE SUPPLY AIR TO THE ENCLOSED SPACE. 1" UNDERCUT DOOR
ALLOWS ONLY 30 CFM OF RELIEF AIR.
1) HVAC INSTALLATION TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION), ENERGY, AND MECHANICAL
CODES. OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS.
2) PROVIDE ACCEPTABLE INDOOR AIR QUALITY PER THE 2020 FLORIDA MECHANICAL CODE SECTION 403.3 MECHANICALLY
INDUCED OUTDOOR AIR IS ONLY REQUIRED IF THE CALCULATED MINIMUM OUTDOOR AIR REQUIRED EXCEEDS THE OUTDOOR
AIR THAT ENTERS THE BUILDING NATURALLY BY INFILTRATION COMMERCIAL BUILDINGS WILL HAVE MECHANICALLY INDUCED
FRESH AIR PER THE VENTILATION CALCULATIONS AND THE BUILDING AIR BALANCE SCHEDULE.
3) COORDINATE LOCATION OF ALL EQUIPMENT, FANS, AIR DEVICES, AND BUILDING PENETRATIONS WITH THE GENERAL
CONTRACTOR, PROTECT THE STRUCTURE PER FMC 302, FABRICATE AND INSTALL HVAC SYSTEMS PER THE 2020 FLORIDA
MECHANICAL CODE AND PRODUCT INSTALLATION INSTRUCTIONS.
4) MECHANICAL INSTALLER TO FIELD VERIFY CLEARANCES AND ACCESSIBILITY PRIOR TO FABRICATION OR INSTALLATION OF
ANY HVAC WORK. PROVIDE A MEANS FOR WIND RESISTANCE ON ALL EXTERIOR MOUNTED EQUIPMENT PER SECTION FMC
301.13. ENGINEER SEAL IS REQUIRED FOR EQUIPMENT SUSPENDED FROM ATTIC TRUSSES AND FOR EXTERIOR EQUIPMENT
MOUNTED ABOVE GROUND LEVEL.
5) ALL DUCT DIMENSIONS SHOWN ARE CLEAR INTERIOR DUCT DIMENSIONS, ADD 3" TO LISTED SIZE FOR EXTERIOR
DIMENSIONS. FIBERGLASS DUCT BOARD EQUAL TO KNAUF 1y" R-6, INSTALL PER SMACNA STANDARDS. FLEXIBLE DUCT
WORK EQUAL TO ATCO 36 SERIES R-6 CLASS ONE AIR DUCT. CONSTRUCT AND SUSPEND DUCTWORK FROM THE BUILDING
STRUCTURE PER THE 2020 FLORIDA MECHANICAL CODE CHAPTER 6, SEAL ALL DUCTWORK PER UL-181 AND FMC CHAPTER
6.
6) PROVIDE A CONDENSATE DRAIN SYSTEM PER THE 2020 FLORIDA MECHANICAL CODE SECTION 307 AND A REFRIGERANT
PIPING SYSTEM PER FMC SECTION 1107. EXTEND CONDENSATE DRAIN DISCHARGE 12" FROM EXTERIOR WALL TO GRASS (OR
OTHER APPROVED METHOD), PROVIDE PIPING SUPPORT FOR BOTH CONDENSATE DRAINS AND REFRIGERANT PIPING PER FMC
305.
7) PROVIDE A BALANCED RETURN AIR SYSTEM PER THE 2020 FLORIDA MECHANICAL CODE SECTION 601.4. ALL CLOSE ABLE
ROOMS REQUIRE 1" UNDERCUT ON INTERIOR DOORS PLUS A MEANS FOR AIR TRANSFER OR AIR RETURN. PRESSURE
DIFFERENTIALS NOT TO EXCEED .01 INCH W.G. (30CFM/DOOR)
8) ATTIC MOUNTED EQUIPMENT MUST CONTAIN A DEVICE TO ALERT THE HOMEOWNER IF THE CONDENSATE DRAIN LINE IS
NOT WORKING PROPERLY. POST A NOTICE ON THE ELECTRICAL PANEL INDICATING TO THE HOMEOWNER THE AIR HANDLER IS
LOCATED IN THE ATTIC SPACE WITHIN 6' OF THE ACCESS PANEL. SEE SECTION 610 OF THE FLORIDA ENERGY CODE FOR
FULL COMPLIANCE DESCRIPTION.
9) INSTALLING CONTRACTOR MUST PROVIDE A COPY OF THE HVAC HEAT LOAD CALCULATIONS, FLORIDA ENERGY
CALCULATIONS, AND A HVAC DIAGRAM TO THE BUILDING OWNER FOR REVIEW AND APPROVAL. INSTALLING CONTRACTOR
WILL CONDUCT A BUILDING OWNER INTERVIEW TO DISCUSS DESIGN CONDITIONS, INDOOR AIR QUALITY, HEALTH PROBLEMS,
COMBUSTION AIR SAFETY, ALLOWABLE SWINGS IN TEMPERATURE AND HUMIDITY, ZONING, USE OF INTERNAL AND EXTERNAL
SHADING DEVICES, INTERIOR HEAT AND MOISTURE PRODUCING APPLIANCES, ENTERTAINING LARGE NUMBERS OF PEOPLE,
STAND ALONE DEHUMIDIFICATION WITH HUMIDISTAT, AND ANY INFORMATION NOT SHOWN ON THE BUILDING DRAWINGS.
MULTISTAGE CONDENSING UNITS OR STAND ALONE DEHUMIDIFICATION IS REQUIRED FOR ALL STRUCTURES LOCATED IN
SUB -TROPIC ENVIRONMENTS TO ACHIEVE ACCEPTABLE INTERIOR HUMIDITY LEVELS DURING PART LOAD CONDITIONS.
HVAC DIAGRAM
SYMBOLS
CEILING REGISTER
RECTANGULAR
AIR HANDLING UNIT
m
TWO WAY THROW
—�
DUCTWORK
HORIZONTAL MOUNT
FROM STRUCTURE
FMC SECTIONS 303
THROUGH 312
CEILING REGISTER
� �
®
.. FLEXIBLE
FOUR WAY THROW
DUCTWORK
F�
CEILING GRILLE
ROOFTP PACKAGE UNIT
FASTENEOD TO ROOF CURB
AIR FILTER
®
FMC SECTIONS 303
THROUGH 312
SIDEWALL GRILLE
�- I�I F�
DIRECT TRANSFER AIR
RTU= ROOF TOP UNIT
T/A= TRANSFER AIR
MUA= MAKE UP AIR
BD= BYPASS DAMPER
CU= CONDENSING UNIT
S/A= SUPPLY AIR
SF= SUPPLY FAN
VTE= VENT TO EXTERIOR
AHU= AIR HANDLING UNIT R/A= RETURN AIR
EF= EXHAUST FAN
CFM= CUBIC FEET PER MINUTE
PKG= PACKCAGE UNIT
0/A= OUTSIDE AIR
FPM= FEET PER MINUTE
--Ly UNDERCUT DOOR
DH= DE —HUMIDIFIER
BRD= BAROMETRIC RELIEF AIR DAMPER
ZD= ZONE DAMPER
OUTDOOR FRESH AIR CALCULATIONS PER THE 7TH EDITION, 2020 FBC MECHANICAL TABLE 403.3.1.1. I
OCCUPANCY LOAD:
(2,072 SF x
40 PEOPLE)/1,000 SF = 83 PEOPLE
PEOPLE OUTDOOR FRESH AIR
RATE (CFM) =
83 PEOPLE
x 5 CFM/PERSON = 415 CFM
AREA OUTDOOR FRESH AIR
RATE (CFM) =
2,072 SF x
0.06 CFM/SF = 124 CFM
REQUIRED OUTDOOR FRESH
AIR (CFM) =
415 CFM +
124 CFM = 539 CFM
PROVIDED OUTDOOR FRESH
AIR RATE (CFM)=
539 CF /
(1) 3.5 TONS = 539 CFM PER 3.5 TON UNIT.
PROJECT NAME
MEDICAL BUILDING
MODIFICATIONS
OWNER:
ADAA REAL ESTATE LLC
2653 BRUCE B DOWNS BLVD.
WESLEY CHAPEL , FL 33544
PROJECT ADDRESS
38058 ARBOR RIDGE DRIVE.
ZEPHYRHILLS, FL 33540
DRAWING BY:
DANIEL JALIL
Associate AIA
M.A. In Architecture & Planning
10233 CELTIC ASH DR.
Ruskin, FL 33753
Phone (813) 240-3537
THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL
JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS
WRITTEN PERMISSION..
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
DATE IS SIGNED AND SEALED.
ENGINEER:
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED DESIGN AND
FOUND IT TO BE IN COMPLIANCE WITH
THE 7TH EDITION OF THE FLORIDA
BUILDING s
O'
pnq
\ * 0. 77065 • ��
NA L
DANIEL JAMES COOREY P.E.
FL 77065
Phone (813) 507-9166
DATE ISSUED FOR:
SHEET TITLE
MODIFIED MECHANICAL
PLAN
JOB No. ZPH-0821
SCALE AS NOTED
DATE AUG-09-21
DRAW BY DJ
CHECKED BY DJ
PLOT DATE 08-09-21
DRAWING No
3"=1'-0" 1 1 /2"=1'-0"pm 3/4"=1 '-0" 1 /4"=1'-0" 1 /8"=1 '-0"
i 0 1 1 0 2 2 0 2 4 8 6 0 mmmmmmmlo
1/1 6"=1 '-0"
12 1 20 400
. T_-. _-i_„_ -- - I