HomeMy WebLinkAbout12-13274 CITY OF ZEPHYRHILLS �`
5335-8TH STREET
(si3)�so-oo20 13274
BUILDING PERMIT
Permit Number: 13274 Address: 7435 GALL BLVD
Permit Type: COMMERCIAL ZEPHYRHILLS, FL.
Class of Work: ADD/ALT COMMERCIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: ZEPHYR COMMONS
Est. Value: Parcel Number: 34-25-21-0160-00000-0040
Improv. Cost: 50,000.00
Date Issued: 8/22/2012 Name: FIRST COMMUNITY BANK OF AMERICA
Total Fees: 487.50 Address: 13839 US HWY 98 BYPASS
Amount Paid: 487.50 DADE CITY FL 33525
Date Paid: 8/22/2012 Phone: (352 518-2061
Work Desc: INTERIOR RENOVATIONS OF FINISHES
BEESLEY ELECTRIC LLC �
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FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Aacompany Application.All work shall be performed in ac�cordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CON IGNATURE PERMIT OFFI R
ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
,,y Signatory'a T�Ie/Office
T� ,J
The foregoing instrument wes acknowledged before me this�,day of� " !2p L,by ��
� e$ � (type of authority,e.g.,officer,t tee,attomey in fact)for
�I (name f parly on be alf a why I stru��s executed).
Personally Known L� P uced IdeMillcatlon❑ Notary Slgnature- ��l /
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Type of Iderrtificatlon Produced �/�'4"'" Name(Print) /��� . C
�— — — — - �
,,4`�,k"r"o"�a, TRISHA S.KRAGER
r� Notary Public-State of florld�
•: :•i My Comm.Explrea May 19,P411
'� t Commisslon�DD 993582
��4i���'�' Bonded Through National Notuy Aefn.
wpdata/bcs/noticecommencement,�c053048
STpTE �?� FLORIDA, COUNTY OF PASC4
THI� !S'fQ CERTIFY T!-I,��f THc FOREG�ifvG ISA
?RUF ANG CORRECT COPY O�THE ��C�CUMEN I
�fV FILE OR OF PUBLIC RECORD IN THlS OFFICr
WI1�"�VESS M'Y HAND AND FFiClAL SFAL THIS
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PAUL L, & C PTROLLE
�Y DEPUTY CLERK
813-780-0020 City of Zephyrhills Permit Application Far$13-780-0021
Building Department
Date Received � �—� ?/� phone Contact for Permittin �� Q
Owners Name I✓/ �r�/C Q � Owner Phone Number /(i7�y�8 9�3�/
Owner's Address � 7 / 'vN"I .s/,rClG L pNrner Phone Number ��
fee Simple Titleholder Name __ Owner Phone Number ��
Fee Simple Tftleholder Address �
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JOB ADDRESS 7 S (9ltw (� I�I�D ZE�1�YR�iKLS �G 3SS'f LOT# [�
SUBDIVISION PARCEL IDM �y��� � �� '�DI(R/�'�D•�
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTft ADD/ALT O SIGN � Q DEMOLISH
B INSTALL REPAIR
PROPOSED USE � SFR Q COMM Q OTHER �
TYPE OF CONSTRUCTION Q BLOCK O FRAME Q STEEL Q �—�
DESCRIP110NOFWORK //I�I��,/O� ��,�pZ,�¢j/ONS OF 1'/Nd/�E3 �C'Kl�/�IN�d— —
BUILDING SIZE SQ FOOTAGE� HEIGHT �� l J`1�
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QBUILDING $ �"� �y� VALUATION OF TOTAL CONSTRUCTION
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QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. ��
QPLUMBING $ iq � �Q� IQ�„�
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QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �� ���7'
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QGAS Q ROOFING � SPECIALN Q OTHER � •-- �S� ' p� ,o
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES 1��`7t-/s�` � �`
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BUILDER � fy�/ %� �I�� IG f,�!I�� �� � "
, . COMPANY I �
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
ewdress 212 �i/S P/IVE S b��G��?�bf V�nse# C!►'C /s/S2Zg �(,Qj�
ELECTRICIAN � �S �� .I` � � /' �� `�
� V y COMPANY
SIGNATURE REGIS7ERED Y/ N FEE CURREf. Y/N
Addreaa �
License#
PLUMBER COMPANY �
SIGNATURE REGIS7ERED Y/ N FEE CURRE� Y/N
Address License# �
MECHANICAL � COMPANY �
SIGNATURE REGIS7ERED Y! N FEE CURRE� Y/N
Address �
License#
O7HER COMPANY �
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
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RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,ConsWCtion Plans,Stortnwater Plans w/Silt Fence installed,
Sanilary Fadlities 8 1 dumpster;Site Work Pertnit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-0-W Permit for new con:struction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Faalities 8 1 dumpster Site Work Pertnit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construdion.
Diractions:
Fill out application completely
Owner 8 Contractor sign back of application,notarized
H ovar 52500,a Notice of Commencement is required. (MC upgrades over 57500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMIITING (Front of Application Only)
Reroofs if shingles Sewers Service Upgredes A/C Fences(Plot/Survey/Footage)
Drivewaya-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than CouMy regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictior�s.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPON3IBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. tt the
contractor is not licensed as required by law, both the oHmer and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Divisior�Licensing Section at 727-847-
8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the omier sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County
TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEE3: The undersigned understands
that Transportation Impact Fees and Recou�se Recovery Fees may appy to the construction of new buildings,change of
use in existing buildings,or expansion of existing buiidings,as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permittirx,�. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy'or final power release. If the project does not involve a certificate of occupancy or
8nal power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer Impact
fees are due,they must be paid prior to pertnit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,FloMda Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided wiih a copy of the "Florida Construction Lien Law—Homeowner's
Proteetion Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certiy that I have obtained a copy of the above described document and promisp in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'3IOWNER'S AFFIDAVIT• I certify that all the fnformation in this application is accurate and that all work
wiil be done in compliance with all applicable laws regulating construction,zoning and land development. Appiication is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that al�work will be perfomied to meet standards of ali laws regulating
construction, County and City codes, zoning regulations, and land development regulatlons in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may appy to the iMended work,and that it is
my responsibility to identiiy what actions I must take to be in compliance. Such agencies inGude but are not limited to�
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmr�ntally Sensiiive
Lands,Water/V1/astewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Watervvays.
- Department of Health & Rehabilitadve Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
i understand that the following restrictions apply to the use of fill:
- Use of fitl is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"wili be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fili materiai is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building pertnit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
if f am the AGENT FOR THE OWNER.I promise in good faith to infortn the owner of the pertnitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air cond'Rioning, gas, or other installations not specificaly inGuded in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or
set aside any provisions of the technical codes,nor shali issuance of a permit prevent the Building Official irom thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such pertnit is commenced within six months of permit issuance,or if worlk authorized by
the pertnit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An e�ctension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If woMc ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC NT RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND T NG,CONSULT
T Y R N R R N R EY EF R R C R IN Y CO NC T.
FLORIDA JURAT(F.S.177.03)
OWNER OR AGENT CONTRACTOR_ �.
Subscxibed and swbm to ore this Subscribed and swo or affi d) etore me t is
by
Who is/are persona o or haslhave produced knovm to me or haslhave produced
as identification. as identlficetbn.
•� Notary Public ����v —' `��`�`�%�-'�-'
p NWary Public
� � ' Commissien No. � �o��
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Na � � ,��g� Name of Notary typed,Printed or stamped
y r, � My Commiasion DD945581 "�
'+,�wo�' Expires 12/10/2013 j�""� LE18A ANN MIEL.KE
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EXPN�ES AprN 21.2018
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 'W GC��\�l �<,77'T-CP���
Date Received: 7'"�— �Z
Site: �� �� ���� ���,�
Permit Type: LZ��!'�CN" �ca IIa.�F'?.�.
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Approved w/no comments: Approved w/the below comments: O Denied w/the below comments: ❑
This co nt sheet shall be kept with the permit and/or plans.
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Kal n Swi e lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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Community Bank
Rebranding Project
Zephyrhills Branch
7435 Gall Blvd.
Zephyrhills, Florida 33541
ARCHITECT
Wannemacher Jensen Architects, Inc.
180 Mirror Lake Drive North, St. Petersburg, Florida 33701 -3214
727.822.5566
AA0002277
MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION
Mashayekhi Consultants, Inc.
800 2nd Ave. S., Suite 320, St. Petersburg, FL 33701
727.821.3484
GENERAL CONTRACTOR
Loupin Construction
212 East Pine Street, Lakeland, Florida 33801
863.581.2564
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Permit Drawings - 02.10. 2012
ABBREVIATIONS
A/C AIR CONDITIONING
AFF ABOVE FINISHED FLOOR
ALUM ALUMINUM
B/0 BOTTOM OF
BM BETWEEN
CLG CEILING
CMT CERAMIC MOSAIC TILE
CT CERAMIC TILE
CONC CONCRETE
CMU CONCRETE MASONRY UNIT
CONT CONTINUOUS
CJ CONTROL JOINT
COORD COORDINATE
DR DOOR
DW DISH WASHER
ELEV ELEVATION
EW EACH WAY
EWC ELECTRIC WATER COOLER
EQ EQUAL
EXIST EXISTING
EXT EXTERIOR
FOF FACE OF FRAMING
FIN FINISH
FACP FIRE ALARM CONTROL PANEL
FEX FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FD FLOOR DRAIN
GALV GALVANIZED
GC GENERAL CONTRACTOR
GWB GYPSUM WALLBOARD
HC HANDICAPPED
HM HOLLOW METAL
HORIZ HORIZONTAL
ISA INTERNATIONAL SYMBOL OF ACCESSIBILITY
LAV LAVATORY
MANUF MANUFACTURER
MAX MAXIMUM
MTL METAL
MIN MINIMUM
MO MASONRY OPENING
MTD MOUNTED
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
NIC NOT IN CONTRACT
OC ON CENTER
OH OVERHEAD
PLAM PLASTIC LAMINATE
PL PLATE
PREFAB PREFABRICATED
PREFIN PREFINISHED
PT PRESSURE TREATED
REIN REINFORCED
RO ROUGH OPENING
SH SINGLE HUNG
SS STAINLESS STEEL
THK THICK
THR THRESHOLD
T &B TOP AND BOTTOM
T/0 TOP OF
TYP TYPICAL
VCT VINYL COMPOSITION TILE
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VIF VERIFY IN FIELD
WC WATER CLOSET
WD WOOD
WWF WELDED WIRE FABRIC
W/ WITH
XTR EXISTING TO REMAIN
PROJECT LOCATION
SHEET INDEX
GENERAL
COVER SHEET
A0.1 SHEET INDEX, BUILDING CODE DATA & KEY PLAN
ARCHITECTURAL
D2.1 DEMOLITION FLOOR PLAN
A2.1 FLOOR PLAN
A2.2 FINISH PLAN
A5,1 MILLWORK ELEVATIONS & INTERIOR ELEVATIONS
ELECTRICAL
E1 SPECIFICATIONS, NOTES, LEGEND
E2 ELECTRICAL PLAN
BUILDING CODE DATA
SCOPE OF PROJECT
THIS SET OF DOCUMENTS DESCRIBES AN INTERIOR RENOVATION TO AN EXISTING
BANK BRANCH FOR REBRANDING PURPOSES ONLY, SCOPE OF WORK IS LIMITED
TO AN AREA OF 2,688SF OF THE EXISTING 3,215SF BUILDING. WORK IN THIS AREA
INCLUDES: THE MINOR DEMOLITION OF EXISTING CERAMIC TILE FLOORING, NEW
INTERIOR FINISHES SUCH AS, PAINT, CARPET TILE FLOORING, TERRAZZO
FLOORING, MILLWORK, CHANDELIER LIGHTING AND MINOR ELECTRICAL
DISTRIBUTION.
NOTE: SIGNAGE PERMIT DRAWINGS ARE SUBMITTED SEPARATELY.
PROJECT LOCATION
7435 GALL BLVD, ZEPHYRH ILLS, FLORIDA 33541
APPLICABLE CODES AND REGULATIONS
2007 FLORIDA BUILDING CODE - BUILDING
2007 FLORIDA BUILDING CODE - MECHANICAL
2007 FLORIDA BUILDING CODE - PLUMBING
2008 NEC
2007 FLORIDA FIRE PREVENTION CODE
2006 NFPA 101 LIFE SAFETY CODE
BUILDING DESCRIPTION
THE BUILDING IS AN EXISTING, 3,215SF, SINGLE STORY BUILDING. IT CURRENTLY
FUNCTIONS AS A BANK BRANCH (BUSINESS OCCUPANCY) AND WILL CONTINUE
TO FUNCTION AS SUCH, REFER TO SCOPE OF WORK DESCRIBED ABOVE FOR
LIMITS OF NEW WORK,
CODE ANALYSIS
OCCUPANCY
TYPE OF CONSTRUCTION
FIRE PROTECTION SYSTEMS
BUILDING AREA ALLOVVED
AREA OF EXISTING BUILDING
AREA OF RENOVATION
BUILDING HEIGHT ALLOWED
BUILDING HEIGHT PROPOSED
BUILDING OCCUPANT LOAD
BUSINESS
I
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GROUP B - BUSINESS
TYPE VB - UNPROTECTED
NON SPRINKLERED
9,000 SF
3,215 SF
2,688 SF
1 STORY
1 STORY
PER FBC BUILDING 1004,1.1
3,688 GROSS SF / 100
EGRESS CALCULATIONS:
2 MEANS OF EGRESS PROVIDED
37 OCCUPANTS X.2 = 7.4" REQUIRED
108" OF EXISTING EGRESS DOOR WIDTH PROVIDED
PLUMBING FIXTURES
NO PLUMBING IN SCOPE OF WORK, ALL PLUMBING EXISTING TO REMAIN,
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KEY PLAN
1 J SCALE: 1/16"=V-0-
GENERAL NOTES
1. THE G.C. SHALL REPAIR OR REPLACE ANY ITEM TO REMAIN OR TO BE
RELOCATED THAT IS DAMAGED DURING THE WORK. PROVIDE A SEAMLESS,
UNDAMAGED APPEARANCE WHEN JOINING NEW TO EXISTING,
2. KEY PLAN IS FOR REFERENCE ONLY AND APPROXIMATE LOCATIONS. REFER TO
SEPARATE ISSUED SIGN PERMIT DRAWINGS FOR FURTHER SIGN INFORMATION.
3. FIELD VERIFY ALL CONDITIONS AND LOCATIONS
SPECIFIC NOTES
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O2 NEW WALL SIGN ( SIGN PERMIT DRAWINGS SUBMITTED SEPARATELY), COORDINATE
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ONEW MONUMENT SIGN ( SIGN PERMIT DRAWINGS SUBMITTED SEPARATELY),
COORDINATE WITH ELECTRICAL DRAWINGS
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Project Number
1127.11
Distribution
ISSUE DATE
PERMIT 02.10.2012
Sheet Index,
Building Code Data
& Key Plan
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Project Number
1127.11
Distribution
ISSUE DATE
PERMIT 02.10.2012
Sheet Index,
Building Code Data
& Key Plan
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DEMO PLAN
SCALE; 114" _
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GENERAL NOTES
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1. THE G.C. SHALL REPAIR OR REPLACE ANY ITEM TO REMAIN OR TO BE
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RELOCATED THAT IS DAMAGED DURING THE WORK, PROVIDE A SEAMLESS,
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UNDAMAGED APPEARANCE WHEN JOINING NEW TO EXISTING,
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2. PATCH, REPAIR AND PREPARE EXISTING CONCRETE SLAB TO RECEIVE NEW
FLOORING
V
LEGEND
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EXISTING TO BE REMOVED
EXISTING TO REMAIN
EXISTING TO CONDITIONS REMAIN
DEMOLITION NOTES
O REMOVE ALL CHAIR RAIL FROM OFFICES AND PATCH AND FINISH WALL TO MATCH
O2 REMOVE ALL WINDOW COVERINGS, PATCH AND PREPARE AREA FOR NEW WORK.
OREMOVE CERAMIC TILE TO EXISTING SUBSTRATE AND PREP SURFACE FOR NEW WORK
IN COMMON AREAS ONLY
O REMOVE TELLER STATIONS, CONTRACTOR TO SEQUENCE REMOVAL OF STATIONS IN
ORDER TO MAINTAIN BUSINESS OPERATION, COORDINATE WITH OWNER, PREPARE AREA
FOR NEW WORK TYPICAL
O REMOVE EXISTING DOOR, FRAME TO REMAIN AND HARDWARE TO BE REUSED IN NEW
DOOR, PREPARE AREA FOR NEW WORK TYPICAL
OREMOVE MILLWORK AND RELOCATE THE EXISTING SAFE DEPOSIT BOXES WITHIN TO
NEW VAULT ROOM, COORDINATE WITH OWNER
OEXISTING COFFEE MACHINE TO REMAIN
Og REMOVE CARPET AND BASE AND PREPARE SURFACE FOR NEW WORK
O DEMOL SH PARTITION FROM FLOOR TO CEILING, PATCH, REPAIR AND PREPARE
AREA FOR NEW WORK, FIELD VERIFY, COORDINATE WITH TELLER STATIONS
10 REMOVE WOOD TRIM, PATCH AND PREP AREA FOR NEW WORK
11 REMOVE EXISTING DOOR AND FRAME, PREPARE AREA FOR NEW WORK TYPICAL.
12 REMOVE EXISTING CHANDELIER AND PREPARE AREA FOR NEW WORK
13 REMOVE EXISTING HOLLOW METAL PIPE GUARD RAILING AND PREPARE FOR NEW WORK
14 REMOVE EXISTING WINDOW AND PREPARE AREA FOR NEW WORK
15 REMOVE EXISTING DECORATIVE NON- STRUCTURAL COLUMN PATCH AND PREPARE
AREA AND CEILING FOR NEW WORK
16 REMOVE EXISTING SURFACE MOUNTED SIGNAGE AND PATCH AND REPAIR SURFACES
AND FINISH AS REQUIRED
17 REMOVE EXISTING CHECK - WRITING STATION. PATCH AND REPAIR SURFACES AND FINISH
AS REQUIRED
18 DEMO EXISTING LOW GUARD RAILING AND SWINGING GATE, PREPARE AREA FOR NEW
WORK
19 DEMO EXISTING OVERHEAD DROPPED SOFFIT. PREPARE AREA FOR NEW WORK
20 REMOVE EXISTING SCONCE AND PREPARE FOR NEW SCONCE LIGHTING FIXTURE
21 REMOVE EXISTING CASED OPENING TRIM AND PREPARE AREA FOR NEW DOOR AND JAMB
NOTE
CONTRACTOR TO CONFIRM EXISTING CONDITIONS AND APPLICABLE SCOPE
OF WORK. NOT ALL NOTES LISTED WILL APPLY TO ALL BANK BRANCH
LOCATIONS, SEE PLAN FOR SPECIFIC NOTES USED AND LOCATIONS
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Project Number
1127.11
Distribution
ISSUE DATE
PERMIT 02.10.2012
Demo Plan
D2.1
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GENERAL NOTES
1, PATCH AND PREP SURFACE AS REQUIRED TO RECEIVE NEW FINISHES, REFER TO
FINISH PLAN FOR SPECIFICATIONS
2, CONTRACTOR IS TO VERIFY ALL DIMENSIONS INFIELD PRIOR TO PROCEEDING
WITH EACH CONSTRUCTION PHASE, NOTIFY ARCHITECT OF ANY DISCREPANCIES
3. REMOVE WALLPAPER, CHAIR RAILS AND MOLDING THROUGHOUT AND PATCH AND
PREPARE SURFACES FOR NEW WORK
4. NOTE: ADA ACCOMMODATIONS ARE TO BE MET WITH AUXILIARY FURNITURE
PROVIDED BY OWNER AT CLOSE PROXIMITY TO THE MAIN COUNTER, OWNER
PROVIDED ADA ACCESSIBLE COUNTER SHALL HAVE A MAXIMUM HEIGHT OF 36"
LEGEND
— — EXISTING TO BE REMOVED
EXISTING TO REMAIN
EXISTING TO CONDITIONS REMAIN
3-5/8"25 GA. METAL STUDS 24" O.C. WITH ONE LAYER
OF 112" GWB ON EACH SIDE, EXTEND TO 6"
ABOVE FINISHED CEILING
DRAWING LEGEND
111 DOOR NUMBER, SEE ROOM NUMBER
FRAME TYPE 109 ITRAININ(#--ROOM NAME
DOOR TYPE, SEE A2.1
EQUIPMENT NOTES & SPECIFIC NOTES
1O PATCH AND PAINT AREA AS REQUIRED
O2 NEW LOCATION FOR EXISTING COFFEE MAKER AND CABINET
O3 NEW CHECK WRITING STATION, SEE MILLWORK DRAWINGS AND FINISH PLAN
4O NEW TELLER STATIONS, SEE MILLWORK DRAWINGS AND FINISH PLAN
t�5 EXTERIOR SIGN (SIGN PERMIT DRAWINGS SUBMITTED SEPARATELY), SEE
ELECTRICAL DRAWINGS
O NEW CHANDELIER LIGHTING,VIBIA LIGHTING, AMEBA,
LETTERS DESIGNATE PARTS TO CREATE OVERALL CHANDELIER, SEE
ELECTRICAL DRAWINGS, OWNER PROVIDED AND CONTRACTOR INSTALLED
ONEW FROSTING APPLICATION OVER EXISTING GLAZING, SEE INTERIOR
ELEVATIONS
O NEW ROLLER SHADES AND VALANCE, SEE FINISH PLAN AND SPECIFICATIONS
O LOWER EXISTING SECURITY CAMERA TO ACCOMMODATE POSSIBLE
OBSTRUCTION MADE BY TELLER STATION SOFFIT, COORDINATE WITH OWNER
10 EXISTING SMOKE DETECTORS
11 EXISTING SAFETY / EMERGENCY PULL
12 EXISTING WALL STROBES
13 EXISTING FIRE CONTROL PANEL
14 EXISITNG LIGHTWEIGHT ROOF CONSTRUCTION SIGNAGE IN ACCORDANCE WITH
FLORIDA STATE STATUTE 633.027
15 NEW WALL, REFER TO LEGEND
16 EXISTING FIRE EXTINGUISHER CABINET
17 SOFFIT LINE OVERHEAD
18 EXISTING EMERGENCY LIGHTING ABOVE
19 EXISTING EMERGENCY EXIT SIGNAGE
20 EXISTING COFFEE MACHINE TO REMAIN
21 NEW GUARDRAIL SYSTEM, REFER TO DETAILS
22 EXISTING ELECTRIC WATER COOLERS TO REMAIN
23 SURFACE MOUNTED ACCESSIBLE RESTROOM SIGNAGE
AS PER FBC 11.4.307, NOTING PUBLIC RESTROOMS ARE
AVAILABLE ON THE SECOND FLOOR,
24 ADA ACCESSIBLE TELLER DESK
25 EXISTING COLUMN TO REMAIN, PAINT AS SCHEDULED
26 NEW SCONCE LIGHTING FIXTURE, COORDINATE WITH INTERIOR DESIGNER
NOTE
CONTRACTOR TO CONFIRM EXISTING CONDITIONS AND APPLICABLE SCOPE
OF WORK. NOT ALL NOTES LISTED WILL APPLY TO ALL BANK BRANCH
LOCATIONS, SEE PLAN FOR SPECIFIC NOTES USED AND LOCATIONS
FEILD VERIFY
13/4' FLUSH SOLID WOOD
VENEER DOOR, PAINTED AS
SCHEDULED
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Project Number
1127.11
Distribution
ISSUE DATE
PERMIT 02.10.2012
Floor Plan
D 2 SCAHOLLOW METAL FRAME
LE: 318" = V-0" A201
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Project Number
1127.11
Distribution
ISSUE DATE
PERMIT 02.10.2012
Floor Plan
D 2 SCAHOLLOW METAL FRAME
LE: 318" = V-0" A201
rw1
FINISH PLAN
SCALE: 1/4" = 1' -0"
GENERAL NOTES
1. PAINT DOORS AND TRIM PT -4 IN SCOPE OF WORK
SPECIFIC NOTES
1O NEW 8' -0" DIAMETER TERRAllO FLOOR ACCENT, SEE FINISH PLAN AND
SPECIFICATIONS
LEGEND
FINISH LEGEND
EXISTING TO CONDITIONS REMAIN, NO NEW WORK
CPT SHAW
TERRAllO FLOORING
CUSTOM CONSTRUCTION FOR SPACE
CARPET
INSTALLATION: MONOLITHIC
BROADLOOM CARPET
CPT -2 SHAW
WITH PADDING PER OWNER
FINISH LEGEND
CARPET SPECIFICATION
CPT SHAW
PRODUCT: EXAGGERATED WEAVE TILE, 59511,24X24
CUSTOM CONSTRUCTION FOR SPACE
COLOR: ECLIPSE 12510
INSTALLATION: MONOLITHIC
CONTACT: CATHERINE PACIFICI (813) 785 -9500
CPT -2 SHAW
PRODUCT: GRADIENT, 5A153, ROLL GOODS
COLOR: ADRIFT 34512
CONTACT: CATHERINE PACIFICI (813) 785 -9500
PAINT
PT -1 SHERWIN WILLIAMS
(WALLS) DURATION HOME MATTE
MATCH BENJAMIN MOORE COLOR: DECORATOR WHITE
PT -2 SHERWIN WILLIAMS
(ACCENT 1) DURATION HOME MATTE
MATCH BENJAMIN MOORE COLOR: SILVER DOLLAR, COLOR: 1461
PT -3 SHERWIN WILLIAMS
(ACCENT 2) DURATION HOME MATTE
MATCH BENJAMIN MOORE COLOR: PONDEROSA PINE, COLOR: 531
PT -4 SHERWIN WILLIAMS
(DOOR & TRIM) DURATION HOME SEMI GLOSS
MATCH BENJAMIN MOORE COLOR: STERLING SILVER, COLOR: 1461
PT -5 SHERWIN WILLIAMS
(THRESHOLD @ SW7068 GRIZZLE GREY
TELLER STAIONS)
PLASTIC LAMINATE
PL -1 WILSONART LAMINATE
D90 - 60 - NORTH SEA
RESIN
RES CUSTOM FABRICATION
BASIS OF DESIGN 2" CHROMA GHOST
CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL TO DESIGNER
STONE SLAB DESIGNER: SPACE / ROBERT BOWEN
ST -1 CAMBRIA
JEWEL COLLECTION
COLOR: WHITNEY 0115
THICKNESS: 2CM
CONTACT: CUTTING EDGE GRANITE 727 - 530 -5579
STRINGER
STRINGER JOHNSONITE
(STAIRS) GREY WG COLOR 48
TERRAZZO FLOORING
TER STEWARD MELLON TERRAZZO
REFER TO SPECIFICATION
CONTACT: MARK NAUGLE 813 - 300 -1469
VINYL BASE
VB -1 JOHNSONITE TIGHT LOCK WALL BASE
(OFFICES) 4" STRAIGHT
GREY WG COLOR 48
VB -2 JOHNSONITE MANDALAY PROFILE
(COMMON GREY WG COLOR 48
AREAS)
VINYL COMPOSITION TILE
VCT ARMSTRONG STATIC DISSIPATIVE TILE 12X12
(SUPPLY) ARMOR GRAY 51951
WOOD VENEER
WV DIXIE WOOD
GREY OBECHE COMPOSITE STAR #304
CONTACT: PLYWOOD EXPRESS 954 - 956 -7576
FINISH NOTES
GENERAL FINISH REQUIREMENTS
RETURN UNUSED, UNOPENED MATERIALS TO THE MANUFACTURER OR SUPPLIER FOR CREDIT TO
THE OWNER AFTER THE INSTALLATION HAS BEEN COMPLETED AND ACCEPTED,
UNUSED MATERIALS FROM OPEN PACKAGES ARE TO BE TURNED OVER TO THE OWNER FOR ATTIC
STOCK,
PROVIDE ALL MANUFACTURER'S STANDARD WARRANTIES TO THE OWNER.
ALL EXPOSED SURFACES SHALL BE FINISHED. WHERE THE FINISH IS NOT INDICATED OR UNCLEAR,
VERIFY THE FINISH WITH THE DESIGNER.
ALL FLOOR FINISH CHANGES SHALL OCCUR UNDER THE CENTERLINE OF DOORS IN THE CLOSED
POSITION.
INTERIOR CLASSIFICATIONS FOR CEILINGS, WALLS AND FLOORING SHALL BE CLASS A
MILLWORK
EXCEPT AS OTHERWISE SHOWN OR SPECIFIED, COMPLY WITH PROVISIONS OF THE
ARCHITECTURAL WOOD WORKING INSTITUTE QUALITY STANDARDS MOST RECENT ADDITION.
WORK SHALL BE PERFORMED IN THE HIGHEST GRADE APPLICABLE.
PROVIDE SHOP DRAWINGS.
ALTERNATES
EQUAL ALTERNATES FOR ANY INTERIOR FINISH TO BE SUBMITTED TO ARCHITECT FOR APPROVAL.
FINISH SCHEDULE
ROOM NUMBER AND NAME
FLOORING
BASE
WALLS
REMARKS
100 VESTIBULE
TER, CPT
VB -2
PT -1
101 LOBBY
TER, CPT
VB -2
PT -1, PT -3
102 SAFETY DEPOSIT
CPT
VB -1
PT -1
102A SAFETY DEPOSIT
CPT
VB -1
PT -1
102B SAFETY DEPOSIT
CPT
VB -1
PT -1
103 TELLERS
CPT -2
VB -1
PT -1, PT -2
104 WORK ROOM
CPT -2
VB -1
PT -1
105 VAULT
CPT -2
VB -1
PT -1
106 CORRIDOR
CPT
VB -2
PT -1, PT -3
107 OFFICE
CPT
VB -1
PT -1, PT -2
108 CONFERENCE ROOM
CPT
VB -2
PT -1, PT -2
109 OFFICE
CPT
VB -2
PT -1, PT -2
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Project Number
1127.11
Distribution
ISSUE DATE
PERMIT 02.10.2012
Finish Plan
A2.2
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1127.11
Distribution
ISSUE DATE
PERMIT 02.10.2012
Finish Plan
A2.2
T' 9"
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D;RE�� LD ELEVATION 3/-0"
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TYPICAL WINDOW FROSTING
SCALE: 318" =
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REFER TO SHEET A2.2 FINISH
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ABBREVIATIONS
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REFER TO SHEET A2.2 FINISH LEGEND FOR ALL
FINISH ABBREVIATIONS
TELLER STATION ELEVATION NOTE: ADA ACCOMMODATIONS ARE TO BE
2 SCALE; 3/8" = 1' 0" MET WITH AUXILIARY FURNITURE PROVIDED
BY OWNER AT CLOSE PROXIMITY TO THE MAIN
COUNTER. OWNER PROVIDED ADA
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RON
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6 CHECK STATION ELEV 7 CHECK STATION ELEV $ CHECK STATION ELEV 9 4SC�� SECTSECSCALE'. 3!8" =1' 0" SCALE: 3/8" = 1' 0" SCALE: 318" = 1' 0" E: 3/4" = 1' 0" SCALE: 3/4" = 1' 0" SCALE;
COORDINATE LOCATION OF
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WV OVER CURVED
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RES
WV
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EXISTING CEILING --�
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ON WOOD FRAMING ........._._ .... ........... L COORDINATE LOCATION OF
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WV
8' DIAMETER TERRAZZO -
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18'-113/4"
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LS! LL E
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WV OVER CURVED
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63" 54°
42.. I. - 1.82..
RON
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6 CHECK STATION ELEV 7 CHECK STATION ELEV $ CHECK STATION ELEV 9 4SC�� SECTSECSCALE'. 3!8" =1' 0" SCALE: 3/8" = 1' 0" SCALE: 318" = 1' 0" E: 3/4" = 1' 0" SCALE: 3/4" = 1' 0" SCALE;
COORDINATE LOCATION OF
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CEILING GRID
WV OVER CURVED
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RES
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RADIUS DETAIL
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EXISTING CEILING --�
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ON WOOD FRAMING ........._._ .... ........... L COORDINATE LOCATION OF
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WV
8' DIAMETER TERRAZZO -
CIRCLE, SEE FINISH PLAN
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LOCATION W/ OWNER I
WV IRES
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ELECTRICAL SPECIFICATIONS
1. ENGINEER:
THIS ENGINEER SHALL BE THE SOLE INTERPRETER OF THE ELECTRICAL DRAWINGS AND SPECIFICATIONS.
2. CONTRACTOR:
CONTRACTOR SHALL MEAN BOTH THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS. CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL WORK SHOWN AND ADDRESSED. BY SIGNING THE CONTRACT,
CONTRACTOR ACKNOWLEDGES THAT HE UNDERSTANDS ALL REQUIREMENTS CONTAINED IN THE DRAWINGS
AND SPECIFICATIONS CLEARLY AND THOROUGHLY. IF THE CONTRACTOR HAS ANY QUESTIONS OR
REQUIRES CLARIFICATIONS, HE SHALL BRING THOSE TO THE ATTENTION OF THIS ENGINEER IN WRITING
PRIOR TO BIDDING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF WORK
ADDRESSED IN ALL CONSTRUCTION DOCUMENTS, COVERING ALL DISCIPLINES. ALL CONTRACTORS SHALL
BE LICENSED IN THE STATE OF FLORIDA AND IN THE LOCALITY IN WHICH THE WORK IS PERFORMED.
3. VERIFY:
VERIFY SHALL MEAN THAT THE CONTRACTOR SHALL CAREFULLY REVIEW AND INSPECT THE DRAWINGS,
SPECIFICATIONS AND ALL EXISTING SITE CONDITIONS PRIOR TO BIDDING. IF THERE ARE ANY
DISCREPANCIES BETWEEN SAID ITEMS, CONTRACTOR SHALL BRING THOSE TO THE ATTENTION OF THE
ENGINEER IN WRITING PRIOR TO BIDDING. NO MONETARY COMPENSATION SHALL BE AWARDED TO THE
CONTRACTOR DUE TO UNAVAILABILITY OF SPACE, CAPACITY OR ANY OTHER EXISTING CONDITIONS OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
4. GENERAL:
PROVIDE MATERIAL, EQUIPMENT, ACCESSORIES, INCIDENTALS, ARTICLES, ITEMS, OPERATIONS, INCLUDING
LABOR, NECESSARY OF COMPLETION OF WORK INDICATED AND /OR CALL FOR ON THESE DRAWINGS.
5. REGULATORY REQUIREMENTS:
ALL WORK SHALL BE PER 2007 FLORIDA BUILDING CODE, NEC 2008 OR AS ADOPTED BY THE LOCAL
AUTHORITIES HAVING JURISDICTION.
6. COORDINATION:
INSTALLATION OF ALL WORK SHALL BE COORDINATED WITH THE BUILDING'S EXISTING CONDITIONS AND
BUILDING STANDARDS. ALL NEW WORK INSTALLED SHALL MATCH THE BUILDING STANDARD.
COORDINATE WITH THE OWNER.
7. WARRANTEES:
CONTRACTOR SHALL PROVIDE A WRITTEN ONE YEAR WRITTEN WARRANTY FOR ALL MATERIALS AND LABOR
FROM THE DATE OF SUBSTANTIAL COMPLETION. WARRANTEES SHALL COVER ALL LABOR AND MATERIAL
TO REPLACE DEFECTIVE MATERIALS AND TO ENSURE PROPER OPERATION OF ALL SYSTEMS.
8. INSTALLATION:
ALL EQUIPMENT AND MATERIAL SHALL BE INSTALLED PER THEIR RESPECTIVE MANUFACTURER'S WRITTEN
INSTRUCTIONS. PROVIDE ADEQUATE CLEARANCE FOR ALL EQUIPMENT AND MATERIAL FOR REGULAR
MAINTENANCE, REMOVAL AND AIR FLOW.
9. FEES AND PERMITS:
CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES.
10. INSURANCE AND DAMAGE:
CONTRACTOR SHALL CARRY INSURANCE NOT LESS THAN 200% OF THE TOTAL COST OF THE PROJECT.
ALL DAMAGES CAUSED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR.
11. EXCAVATION, DEWATER AND BACKFILL:
CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING, DEWATERING AND BACKFILLING. ALL
EXCAVATION SHALL BE BY HAND. PIPING AND CONDUIT RUN UNDERGROUND SHALL BE INSTALLED AT A
MINIMUM OF 24" BELOW FINISHED GRADE. ROUTING OF UNDERGROUND PIPING AND CONDUIT SHALL BE
VERIFIED PRIOR TO BIDDING AND THE COST OF BYPASSING ALL EXISTING VISIBLE OBSTRUCTIONS SHALL
BE INCLUDED IN THE BID. ENTIRE ROUTING SHALL BE VIDEO TAPED PRIOR TO START OF WORK TO
DOCUMENT THE CONDITION OF THE EXISTING SURFACES. ALL AREAS AFFECTED SHALL BE RESURFACED
TO THEIR ORIGINAL CONDITION. A COPY OF THE VIDEO TAPE INDICATING THE DATE TAKEN SHALL BE
PROVIDED TO THE ARCHITECT PRIOR TO START OF WORK.
12. PHASING:
ALL PHASES AND SCHEDULING OF DEMOLITION AND RENOVATION WORK SHALL BE COORDINATED WITH
THE OWNER OR OWNER'S REPRESENTATIVE.
CONTRACTOR. TEMPORARY POWER SHALL BE PROVIDED BY THE
13. EXISTING CONDITIONS:
SCOPE OF WORK UNDER THIS CONTRACT INCLUDES WORK IN AN EXISTING BUILDING. PRIOR TO
BIDDING, CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL VERIFY SIZE, CAPACITY, PERFORMANCE
AND LOCATION OF ALL EXISTING WORK. CONTRACTOR SHALL ALSO VERIFY ALL AVAILABLE CLEARANCES
PRIOR TO BIDDING. EXISTING WORK IS OBTAINED FROM EXISTING DRAWINGS AND HAS NOT BEEN
VERIFIED BY THIS ENGINEER. EXISTING WORK IS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL
PAY FOR ANY AND ALL CHANGES DUE TO EXISTING CONDITIONS REQUIRED TO COMPLETE THE WORK AS
SHOWN IN THE CONSTRUCTION DOCUMENTS. ALL WORK SHALL BE PERFORMED BY CONTRACTORS
LICENSED IN THE AREA OF DISCIPLINE IN WHICH THEY WORK. VERIFY STATUS OF ASBESTOS EXISTENCE
OR CONTAINMENT WITH THE ARCHITECT.
14. DEMOLITION:
ALL WORK TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER FOR OWNER'S USE. CONTRACTOR
SHALL DISPOSE ALL EXISTING WORK NOT USED OR ACCEPTED BY THE OWNER PROPERLY PER LOCAL,
STATE AND FEDERAL CODES AS APPLICABLE.
15. SCOPE OF WORK:
WORK SHALL INCLUDE FURNISHING AND INSTALLING OF ALL MATERIAL AND LABOR; WIRING,
CONDUCTORS, CONDUITS, JUNCTION BOXES, PULL BOXES, RECEPTACLES, SWITCHES, SAFETY SWITCHES,
PANELS, APPLIANCES AND ALL OTHER LABOR AND MATERIAL AND ACCESSORIES AND SPECIFIED OR
REQUIRED FOR A COMPLETE POWER AND LIGHTING SYSTEM.
16. SUBSTITUTION:
CONTRACTOR SHALL BID THE PROJECT AS SHOWN AND SPECIFIED. CONTRACTOR, AT HIS OPTION, MAY
CHOOSE TO USE SUBSTITUTED EQUIPMENT AND MATERIAL IN LIEU OF THOSE SPECIFIED. IF SO,
CONTRACTOR SHALL USE A SEPARATE LINE IN HIS BID PROPOSAL FOR EACH SUBSTITUTED MATERIAL
AND EQUIPMENT WITH AN ASSOCIATED ADD OR DEDUCT COST. SUBSTITUTED ITEMS SHALL NOT BE
FURNISHED AND INSTALLED UNLESS APPROVED IN WRITING BY THIS ENGINEER.
17. MATERIAL & WORKMANSHIP:
ALL MATERIAL SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF IEEE, NEMA AND THE
UNDERWRITER'S LABORATORIES.
18. COMPLIANCE WITH CONSTRUCTION DOCUMENTS:
CONTRACTOR SHALL FOLLOW THE CONSTRUCTION DOCUMENTS CLOSELY WITHOUT EXCEPTION. IF THE
CONTRACTOR WISHES TO MAKE ANY CHANGES TO THE CONSTRUCTION DOCUMENTS, HE MUST OBTAIN
WRITTEN PERMISSION FROM THIS ENGINEER AND WAIT UNTIL DIRECTED BY THIS ENGINEER IN WRITING
TO MAKE THE REQUESTED CHANGES. IF THE WORK INSTALLED IS REJECTED BY THIS ENGINEER OR
THE BUILDING OFFICIALS DUE TO NONCOMPLIANCE OF THE WORK INSTALLED WITH THE WORK SHOWN IN
THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL PAY THE ENGINEER $200 PER HOUR, IN
ADVANCE, FOR ANY WORK THAT THE ENGINEER AND THE ARCHITECT MAY HAVE TO DO TO OBTAIN THE
NECESSARY PERMITS FROM THE BUILDING OFFICIALS. THE ENGINEER WILL GIVE THE CONTRACTOR THE
ANTICIPATED NUMBER OF HOURS, PRIOR TO MAKING ANY CHANGES TO THE CONSTRUCTION DOCUMENTS.
IF THE CONTRACTOR REFUSES TO PAY THE ENGINEER FOR THE ENGINEER AND ARCHITECT'S ADDITIONAL
TIME, THE CONTRACTOR SHALL HAVE TO REMOVE ALL NONCOMPLIANT WORK AND INSTALL WORK AS
ORIGINALLY SHOWN IN THE CONSTRUCTION DOCUMENTS AT CONTRACTOR'S EXPENSE.
19. WORK INCLUDED:
CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF WORK ADDRESSED IN ALL
CONSTRUCTION DOCUMENTS, COVERING ALL DISCIPLINES.
20. PAINTING:
ALL EXPOSED PIECES OF EQUIPMENT & CONDUIT, INCLUDING THOSE MOUNTED ON THE ROOF SHALL BE
PAINTED TO MATCH SURROUNDING SURFACES. SEE ARCHITECTURAL FOR PAINT SPECIFICATIONS.
21. ARCHITECT APPROVAL:
ALL WORK, INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, SWITCHING, OUTLETS, RECEPTACLES AND
EQUIPMENT SHALL BE APPROVED BY THE ARCHITECT. WHERE THERE ARE CONFLICTS BETWEEN THIS
SET OF SPECIFICATIONS AND THE ARCHITECT'S, THE ARCHITECT'S SPECIFICATIONS SHALL TAKE
PRECEDENCE.
22. BALANCING OF PHASES:
IT IS UNDERSTOOD THAT SOME CIRCUITING MAY BE CHANGED DUE CONSTRUCTION CONDITIONS. THIS IS
ACCEPTABLE. HOWEVER, ALL PHASES SHALL BE BALANCED TO WITHIN 10% OF EACH OTHER AS
ORIGINALLY DESIGNED.
23. CONDUITS:
A. RIGID GALVANIZED STEEL CONDUIT SHALL BE USED FOR ALL EXPOSED & ABOVE GROUND AREAS.
B. ALL BRANCH CIRCUIT WIRING RUN IN CONCEALED WALLS AND CEILING SHALL RUN IN ELECTRICAL
METALLIC TUBING.
C. ALL UNDERGROUND WIRING SHALL RUN IN SCHEDULE 40 PVC PIPING. UG CONDUITS SHALL BE
INSTALLED A MINIMUM OF 24" BELOW GRADE.
D. REAM ALL CONDUITS TO REMOVE ANY SHARP EDGES.
E. ALL CONDUITS SHALL RUN PARALLEL AND PERPENDICULAR TO BUILDING WALLS, STRUCTURAL
MEMBERS AND CEILING LINES. DIAGONAL RUNS SHALL NOT BE ACCEPTED. RUNNING OF CONDUITS
OVER AND THRU LIGHT FIXTURES SHALL NOT BE ACCEPTED.
F. ALL CONDUITS SHALL BE SECURED IN PLACE PER NEC CHAPTER 3.
G. ALL CONDUITS BETWEEN BUILDINGS SHALL RUN UNDERGROUND UNLESS OTHERWISE NOTED.
24. WIRING:
ALL WIRING SHALL BE NEW AWG OR KCMIL THWN COPPER UNLESS OTHERWISE NOTED. ALUMINUM
WIRING SHALL NOT BE ACCEPTABLE UNLESS OTHERWISE NOTED. WIRE SIZES 8, 10 & 12 SHALL BE
SOLID COPPER. LARGER SIZES MAY BE STRANDED COPPER. ABANDONED WIRING IN CONDUIT RUNS
ABOVE CEILING SHALL BE REMOVED BACK TO TERMINATION POINTS AT BREAKER PANEL TO FREE UP
PANEL SPACE FOR FUTURE CONSTRUCTION. MC CABLE SHALL BE USED ABOVE GROUND, INDOORS,
PER 2008 NEC ARTICLE 330, ONLY WHERE SPECIFICALLY ADDRESSED.
NOTE TO PLAN REVIEWER
THIS IS AN EXISTING SINGLE STORY FACILITY. TO THE BEST OF THE KNOWLEDGE OF THIS ENGINEER,
NEW ELECTRICAL WORK IS LIMITED TO ADDITION OF NEW EXTERIOR SIGNS. PLEASE VERIFY WITH THE
ARCHITECTURAL CONSTRUCTION DOCUMENTS. EXISTING WORK IS SHOWN FOR REFERENCE. THIS FACILITY
HAS NO FIRE ALARM SYSTEM.
SERVICE CA CUl aTintic
* HIGHEST DEMAND OVER THE PREVIOUS 12 MONTHS AS OBTAINED FROM THE OWNER IS 16.0 KW.
* NEW LOADS ADDED ARE:
1.0 AMPS NEW CHANDELIER
6.9 AMPS NEW EXTERIOR WALL MOUNTED SIGN
21.1 AMPS NEW ONE MONUMENT SIGN
29.0 AMPS TOTAL NEW LOAD
* 29.0 AMPS X 1.25 = 36.3 AMPS OR 4.4 KW NEW LIGHTING LOAD
* 16.0 KW X 1.25 = 20.0 KW EXISTING PEAK LOAD
* 20.0 KW + 4.4 KW = 24.4 KW OR 102 AMPS TOTAL CALCULATED NEW LOAD
* EXISTING SERVICE IS 400 AMPS
25. GROUNDING:
EACH CIRCUIT SHALL BE PROVIDED WITH AN EQUIPMENT GROUNDING CONDUCTOR THE SIZE OF WHICH
SHALL NOT BE LESS THAN #12 AWG OR AS INDICATED ON THE DRAWINGS. ALL ISOLATED GROUND
RECEPTACLES SHALL BE PROVIDED WITH ORANGE COLOR COVER PLATE.
26. MULTIBRANCH CIRCUITING:
MULTI BRANCH CIRCUITS SHALL MEET THE REQUIREMENTS OF NEC 2008, PARAGRAPH 210.4
27. DEVICES:
SWITCHES; 20 AMP, 120/277 VOLT RATING, COMMERCIAL GRADE, GROUNDED, WHITE DECORA, QUIET
FLUSH TYPE
RECEPTACLES; FLUSH TYPE, 20 AMP, 125 VOLT RATING WITH PARALLEL SLOTS AND DOUBLE SIDE
CONTACTS, GROUNDED, COMMERCIAL GRADE, WHITE. FLOOR MOUNTED RECEPTACLES SHALL BE GFCI,
BRASS OR BRONZE, WITH COVER PLATES. VERIFY MATERIAL WITH THE ARCHITECT.
PLATES; WALL AND CEILING PLATES SHALL BE WHITE, HIGH IMPACT NYLON.
ALL DEVICES SHALL BE SECURELY FASTENED IN PLACE. DEVICES INSTALLED IN STUD WALLS SHALL BE
SECURED IN PLACE BY TWO STUDS.
28. OUTLET BOXES:
OUTLET BOXES FOR SWITCHES AND WALL RECEPTACLES SHALL BE 4" SQUARE GALVANIZED STEEL WITH
A MINIMUM DEPTH OF 1 -1/2 ". ABOVE CEILING OUTLET BOXES SHALL BE FOUR INCH OCTAGON TYPE
OF GALVANIZED STEEL ALL OUTLET BOXES SHALL BE SECURED TIGHTLY.
29. EXTERIOR GRADE IN- GROUND PULL BOXES:
PULL BOXES SHALL BE 18"X18'7(12" DEEP FIBERGLASS, OPEN BOTTOM WITH LOCKABLE HEAVY TRAFFIC
NONSKID TOP PULL BOX AS MANUFACTURED BY BROOKS PRODUCTS OR APPROVED EQUAL, AS
REQUIRED. PROVIDE AS CONDITIONS REQUIRE.
30. LIGHT FIXTURES:
ALL LIGHT FIXTURES SHALL BE APPROVED BY THE ARCHITECT. ALL LIGHT FIXTURES SHALL BE
PROPERLY ALIGNED AND SUPPORTED. PROVIDE JUNCTION BOXES AS REQUIRED. GRID CEILING
SUPPORTING LIGHT FIXTURES SHALL BE SUPPORTED PER NEC ARTICLE 410- 36(B).
31. TESTING:
ALL WORK INSTALLED SHALL BE TESTED AND CERTIFIED BY THE CONTRACTOR IN WRITING THAT ALL
WORK HAS BEEN INSTALLED PER CONSTRUCTION DOCUMENTS AND IN PERFECT CONDITION.
32. CLOSEOUT DOCUMENTS:
PROVIDE THE OWNER WITH THREE SETS OF WARRANTIES, RELEASE OF LIENS,
MAINTENANCE MANUALS, CERTIFICATE OF COMPLETION, TESTING CERTIFICATE AND AS -BUILTS. ANY
DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE NOTED ON THE AS -BUILT SETS. ALL
RECIRCUITING SHALL BE CLEARLY SHOWN ON THE PLANS & PANEL SCHEDULES, WARRANTIES SHALL
INCLUDE EQUIPMENT MANUFACTURER WARRANTEES PLUS ONE YEAR LABOR FROM THE SUBSTANTIAL
COMPLETION DATE. AS BUILTS SHALL BE PROVIDED BY THE CONTRACTOR IN ELECTRONIC FORM,
COMPATIBLE WITH THIS ENGINEER'S VERSION OF AUTOCAD, USING THE OWNER'S PREFERRED LAYERING
SYSTEM. FREEHAND CORRECTIONS /MARK UPS AND NON- ELECTRONIC AS BUILTS SHALL NOT BE
ACCEPTABLE.
ELECTRICAL LEGEND
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Project Number
1127.11
Distribution
E DATE
A IT 02.10, 2012
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v Q` • ��C E NSA •.. /y'ii
* : No. 33700
�p0 STATE OF CL, Specifications,
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'04 TONAL
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fl license no 33700