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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 � � ��. �.� �y �`� � . < <-c I� �� - � , 1 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 / /\ 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 2 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 � �J 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� � QBUILDING $ �"� �y� VALUATION OF TOTAL CONSTRUCTION J �.c�i QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. �� QPLUMBING $ iq � �Q� IQ�„� �� ��� P �' s QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �� ���7' `1 QGAS Q ROOFING � SPECIALN Q OTHER � •-- �S� ' p� ,o FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES 1��`7t-/s�` � �` �/ 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# � Illllllllllllllllllllllllllllllllllllllllllllllllllllllllllliqlllll 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�� �Q/Sa Qnn �• � � Na � � ,��g� Name of Notary typed,Printed or stamped y r, � My Commiasion DD945581 "� '+,�wo�' Expires 12/10/2013 j�""� LE18A ANN MIEL.KE •'- MY(�IIAA�118810N�EE1a2241 EXPN�ES AprN 21.2018 �ao�,':ae-0ts� .eom ��, 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'?.�. , 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. � ,�'l,-� ��"���/ Kal n Swi e lans Examiner Date Contractor and/or Homeowner (Required when comments are present) N O N W � �---.. .. C. ...�.�� �r��H w AIM1/�r1 III'�n ^��s � w CV ^TZ !_ �A OW �V �i/ M N �.A�c�)t�►��������F���' r— �MTT"T'�� A€t.SHAI;S t��IG� �f DO °s,c z�� �r �_ ������ . . �, ,��� �,,.._�.- �3 � �au: .. , 'L � �aecwer �Q " �,l 2�"^'�^''"'�' O � ;�� �� � LL. Op � � � � Y � . J .. -,�..� � � L �� vJ Q� � � -�--+ � � w N � N 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 � , � C0�1PLY ��IZK �,L P���' �IL1tiG CO�S T i�1C�AtiC�S C;jY QF ZFPI�Y'�IILi` u 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 I 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, g a� Di r 30 y. It it .a v 'r 1 , �\II _ L 1 LO — 0 — 2 I =--� _ I I 1 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 0 V J 0 Q 0 M Q 0 EXISTING ONE STORY BUILDING O2 NEW WALL SIGN ( SIGN PERMIT DRAWINGS SUBMITTED SEPARATELY), COORDINATE WITH ELECTRICAL DRAWINGS ONEW MONUMENT SIGN ( SIGN PERMIT DRAWINGS SUBMITTED SEPARATELY), COORDINATE WITH ELECTRICAL DRAWINGS 0 C a) V) Cti N M Uj L N A` O N V! L - ° `'' Uv -_ 0 'L L- X C ELL ° CO 0) (n —� Lf) I` N C p N N E C `_ a) N N C 00 00 °0 c0 N +-% QQ cn .ti— ¢ 0 (D - Dz,��Z�m� Z Q a`°3 ��zrx- QUCn¢�LL� 0�2 'w¢ a �- U viwUVi cc gom00003N°�JO�¢ w `n z z z 0 o z a p wx� �NSN oz uoo ��oZVO�Z��Ky� °off= = °< _$¢ou�Q�w `Q� nwo3Z °r U w° U° U w z U z m r N 'o QK u xUrnU >° Inz3=3:21L z wx�wwwz�xx zw O�° ° F 0 Zla Fx-1°Ul W OUQ °O YOUOUN QQ U o CN N QLL J Q L W L •i—J N V E V c -4-J Z -2 L 0 > 0 C a) V) Cti N M Uj L N A` O N V! L - ° `'' Uv -_ 0 'L L- X C ELL ° CO 0) (n —� Lf) I` N C p N N E C `_ a) N N C 00 00 °0 c0 N +-% QQ cn .ti— ¢ 0 (D - Dz,��Z�m� Z Q a`°3 ��zrx- QUCn¢�LL� 0�2 'w¢ a �- U viwUVi cc gom00003N°�JO�¢ w `n z z z 0 o z a p wx� �NSN oz uoo ��oZVO�Z��Ky� °off= = °< _$¢ou�Q�w `Q� nwo3Z °r U w° U° U w z U z m r N 'o QK u xUrnU >° Inz3=3:21L z wx�wwwz�xx zw O�° ° F 0 Zla Fx-1°Ul W OUQ °O YOUOUN QQ Project Number 1127.11 Distribution ISSUE DATE PERMIT 02.10.2012 Sheet Index, Building Code Data & Key Plan A0.1 LO Z M QLL J m L I- CL N U Z -2 0 > W c- v Off�nn UN Q M Project Number 1127.11 Distribution ISSUE DATE PERMIT 02.10.2012 Sheet Index, Building Code Data & Key Plan A0.1 i i i i i O DEMO PLAN SCALE; 114" _ C GENERAL NOTES Z •ice/ 1. THE G.C. SHALL REPAIR OR REPLACE ANY ITEM TO REMAIN OR TO BE V RELOCATED THAT IS DAMAGED DURING THE WORK, PROVIDE A SEAMLESS, Q) UNDAMAGED APPEARANCE WHEN JOINING NEW TO EXISTING, .� 2. PATCH, REPAIR AND PREPARE EXISTING CONCRETE SLAB TO RECEIVE NEW FLOORING V LEGEND Q 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 1 0 00 N_ Q L U c0 EE m c c ca C Q� C ti Mt L L O N a� 0 .C- 0Mti V > �v v� "x QD a °� CO U J V) ti M C Lp L CV N E C `- (1) N N c CJ 00 C) O d p Cz N U) It:, Q QQ O ZZO WO Z UZ Vi rn O xw 5�u Lou ��6Uyyy 5YZ 2ZZZ W ��w u� 3 W I a i z�¢ U W �=�.00��nFv� -a�'�' �zw p z$ z Z¢ o wainO> zwa xw= o �O O¢¢¢00 UaUgU� NZwm�3zd�0 u W L W LL W O W VW7 Z S J 1 w 0 0 =UfAU> z 3 3 zx F-w W W _r� 0 ?t1nxN NU� H x W O aOU OO ¢ 0UU ¢�i¢--z O ¢ Ise Z M M Q DO L L ..0 N U Z � �1 Q > (a) _J O C_ m j, cv UN M ti Project Number 1127.11 Distribution ISSUE DATE PERMIT 02.10.2012 Demo Plan D2.1 r- i 0 0 o- I� O 4 FLOOR PLAN 0 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 ■ u_ w C� w u_ o D 1 SCAL DOOR ELEVATION E: 3/8" = V -0" 2„ VARIES V eo o in 2' -10" `° N FEILD VERIFY 13/4' FLUSH SOLID WOOD VENEER DOOR, PAINTED AS SCHEDULED ■ u_ w C� w u_ o D 1 SCAL DOOR ELEVATION E: 3/8" = V -0" 2„ VARIES V o C `° N ry Q VI � •4-4 co U E N U = .— tt- -E 0 > N L O Q m j, Cti 0 M in N � C LO c M �y N L C7 ^ U CN 0 X 0 c 117 Imo- p N N N c6 i o N N r- c Q O �- O N QQ U) Q U ° Z zd w w O �°� °o z � zi-w o x mN�N -�Uo� a >ZZ p ZZ�wy�� 0 3 Z ¢°w�0`YKNZw� SQ��OU,j o�ac�azZLL�q¢c�OC��_�? a �xvi°N zF- �c�o�d a�z�O 0a >O w ?'tawz = Z w U w�vi0 OZ��y�OZ�w �QN?� 22 << n c� 'd °z U a 0 U� U�� rn z w Z m w 3 ¢ K p w= c� u` `'i c� w°�'' r wn z; x 3 a w° o g w w w w z Z w p E° o?NH v) 8) Fx-w pU Q O2 z OU OUNQQ Project Number 1127.11 Distribution ISSUE DATE PERMIT 02.10.2012 Floor Plan D 2 SCAHOLLOW METAL FRAME LE: 318" = V-0" A201 v- d" M Z `" J LL 120 U N Z tt- -E 0 > N O m j, Cti 0= M U N � 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 C U o C `° N in J LL Q w � t U U Q> ..0 L c L N M U J L C v- L0 Q) M in J LL C � ..0 L L N M N L.. N O N ^` V/ M 00 c O M ti Q O C) c C O M N C- Chi (D E 0) CO M UN J Ln ti ti O N N O N N a) c vo��o M —; N U) - C On w U V) W = 7U7 ° �1 Z => z U z o z w j 4 w w 5 j w O out. 3�iaZ �z ~oa'¢�"�`�w� �2NjtN�zZ�(� �7Z rUGN7 V � �¢ zoza3G.T°�o��= °aw w��'° um, O U U y z ad' ow of of �nz3x3awzx`�3 w w w W z 1 a z i- w¢° x� a Sap S x- Ci O i-73 U p O U O to Q a 7 ¢ z F-O? N� -cnU W U ° Project Number 1127.11 Distribution ISSUE DATE PERMIT 02.10.2012 Finish Plan A2.2 v- L0 Z M J LL W � ..0 L L U N _ Z 0 CU > CU O C- m C- Chi (D O M UN ti Project Number 1127.11 Distribution ISSUE DATE PERMIT 02.10.2012 Finish Plan A2.2 T' 9" 9" D;RE�� LD ELEVATION 3/-0" '5 TYPICAL WINDOW FROSTING SCALE: 318" = NUI EXISTING CEILING NOTE: WV OVER 1/2" PLYWOOD, REFER TO SHEET A2.2 FINISH LEGEND FOR ALL FINISH ON WOOD FRAMING ABBREVIATIONS WV n 15 I 5.1 CUBBY SPACE J - I I II OPEN KNEE SPACE 3/4" PLAM \ ` MODESTY PANEL 2 DESK COUNTER SECTION SCALE: .N SPACE v c� I(J-I 1 J/Y NOTE: 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 ACCESSIBLE COUNTER SHALL HAVE A MAXIMUM HEIGHT OF 36 ", REFER TO A2.1 F I i FXIRTINr, (FII INh WV PLYWOOD FRAMED RM ST -1 -� L1 TELLER STATION ELEVATION c� z w N U j w a 0 Q WV OVER CURVED WV OVER CURVE( PLYWOOD PLYWOOD ST -1 SURFACE TO PASS -THRU CURV BLOCKING AS PLYWOOD REQUIRED WV CUBBY BEYOND , w ^ V I ST -1 OVER 3/4" PL ST -1 COUNTER BEYOND 2" TUBE STEEL REINFORCING, BOTH ENDS AS -L REQUIRED 1 VB -2 _Z Z j I— N 0O o w Uj M - 17 12 14 5.1 5.1 5.1 TYP TYP TYP EXISTING CEILING L VERIFY IN FIELD LS! LL E WV DIVIDER PANEL, v BEYOND �� 2 BROCHURE POCKET. WV ALL INTERIOR SURFACES / BLOCKING AS REQUIRED WV OVER CURVED PLYWOOD VB -2 63" 54° 42.. I. - 1.82.. RON r'IN V 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 GWB EDGE WITH EXISTING CEILING GRID WV OVER CURVED PLYWOOD, SEE RADIUS DETAIL ST -1 OVER 3/4" PLYWOOD 2" GROMMET COORDINATE LOCATION W/ OWNER BLOCKING AS REQUIRED RES WV VB -2 RADIUS DETAIL 2' -0" M ti EXISTING CEILING --� WV OVER 1/2" PLYWOOD, ON WOOD FRAMING ........._._ .... ........... L COORDINATE LOCATION OF GWB EDGE WITH EXISTING CEILING GRID WV 8' DIAMETER TERRAZZO - CIRCLE, SEE FINISH PLAN 2" GROMMET COORDINATE LOCATION W/ OWNER I WV IRES WV OVER CURVED 15 PLYWOOD 5.1 3 -0 3 co I Ic ST -1 3/4" PLYWOOD J !00 PL -1 �+ ADJUSTABLE ST-1 o SHELF WV OVER CURVED Y - - - - - - - - - OPEN KNEE SPACE PLYWOOD, SEE RADIUS DETAIL ............ 3/4" PL -1 1/2" GWB OVER 6" METAL I Ull AMING MODESTY _ ` PANEL VB -2 -1N Z.O. 1' 112„ 41' 34 &LEskCOUN-TER S CTION SCALE: 3/4'= V -0" _ 4' -0" 2' -0" Z -0" 4 ST -1 WV ST -1 : i_ co WV OVER CURVED PLYWOOD ST -1 SURFACE TO PASS -THRU CURVED PLYWOOD ST -1 OVER 3/4" PLYWOOD V WV o C °° N VV B V CUBBY WV CUBBY r RES YOND BEYOND PL-2,2" HIGH BACKSPLASH WV CUBBY BEYOND , w ^ V I � U •� � I OPEN SST -1 OPEN OF N FST -1 OPEN F-ST -1 ST 1 ^, V/ CUBBY CUBBY CU Y CUBBY OPEN OPEN U C PEN OPEN KNEE KNEE EE KNEE SPACE XISTING SPACE PL -" PL S ACE EXISTING' SPACE SAFE M SAFE s' y L. `! N O CV n, V/ co L s Q ELEC QUAD AND DATA, ON PRIVACY PANEL, SEE ELECTRICAL DRAWINGS 4 4'-1314" 3' -7" 1' 8" 1' 8" 3' 7" 4'-13/4" 18'-113/4" L VERIFY IN FIELD LS! LL E WV DIVIDER PANEL, v BEYOND �� 2 BROCHURE POCKET. WV ALL INTERIOR SURFACES / BLOCKING AS REQUIRED WV OVER CURVED PLYWOOD VB -2 63" 54° 42.. I. - 1.82.. RON r'IN V 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 GWB EDGE WITH EXISTING CEILING GRID WV OVER CURVED PLYWOOD, SEE RADIUS DETAIL ST -1 OVER 3/4" PLYWOOD 2" GROMMET COORDINATE LOCATION W/ OWNER BLOCKING AS REQUIRED RES WV VB -2 RADIUS DETAIL 2' -0" M ti EXISTING CEILING --� WV OVER 1/2" PLYWOOD, ON WOOD FRAMING ........._._ .... ........... L COORDINATE LOCATION OF GWB EDGE WITH EXISTING CEILING GRID WV 8' DIAMETER TERRAZZO - CIRCLE, SEE FINISH PLAN 2" GROMMET COORDINATE LOCATION W/ OWNER I WV IRES WV OVER CURVED 15 PLYWOOD 5.1 3 -0 3 co I Ic ST -1 3/4" PLYWOOD J !00 PL -1 �+ ADJUSTABLE ST-1 o SHELF WV OVER CURVED Y - - - - - - - - - OPEN KNEE SPACE PLYWOOD, SEE RADIUS DETAIL ............ 3/4" PL -1 1/2" GWB OVER 6" METAL I Ull AMING MODESTY _ ` PANEL VB -2 -1N Z.O. 1' 112„ 41' 34 &LEskCOUN-TER S CTION SCALE: 3/4'= V -0" _ 4' -0" 2' -0" Z -0" 4 ST -1 WV ST -1 : i_ co WV OVER CURVED PLYWOOD ST -1 SURFACE TO PASS -THRU CURVED PLYWOOD ST -1 OVER 3/4" PLYWOOD V r M o C °° N L L PL-2,2" HIGH BACKSPLASH Q , w ^ V I � U •� N U E ^, V/ c c U L Q Q� M y L. `! N O CV n, V/ co L 04 Q U per= v 0 x 2i 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 SYMrl AFF TO DESCRIPTION 44" ILING RECESSED OR SURFACE LIGHT FIXTURE TO EILING RECESSED OR SURFACE LIGHT FIXTURE AFF D LING SURFACE OR HUNG LIGHT FIXTURE �+ DED FIXTURE INDICATES NIGHT LIGHT U O RECESSED LIGHT FIXTURE N -+� CEILING SURFACE LIGHT FIXTURE N WALL MOUNTED LIGHT FIXTURE N U CEILING SURFACE OR HUNG TRACK LIGHTING L CEILING FAN /LIGHT m ® EXIT LIGHT Q� U EMERGENCY LIGHT A Df.74 EMERGENCY LIGHT a COMBINATION EXIT SIGN & EMERGENCY LIGHT a N d Ch L LIGHT SWITCH, SINGLE POLE, GROUNDED Q p N $3 LIGHT SWITCH, SINGLE POLE, GROUNDED, THREE -WAY -� O c) LIGHT SWITCH, SINGLE POLE, GROUNDED WITH DIMMER V) cd LIGHT SWITCH, SINGLE POLE, GROUNDED, MOTOR RATED a) U JO JUNCTION BOX CM I DUPLEX RECEPTACLE, GROUNDED C m N c",-4 N DUPLEX RECEPTACLE, GROUNDED 0 COL o -1 0 .- o ~ 00 o N QUADPLEX RECEPTACLES, GROUNDED QUADPLEX RECEPTACLES, GROUNDED SIMPLEX RECEPTACLE, GROUNDED 1 SIMPLEX RECEPTACLE, GROUNDED RECEPTACLE, SPECIAL USE, VERIFY WITH EQUIP MANUFACTURER DATA /PHONE /COMMUNICATIONS OUTLET ® DATA /PHONE /COMMUNICATIONS OUTLET FL nI L� DISCONNECT SWITCH 6 ® RELAY D DOOR BELL 4 T c RECEPTACLE, TRANSFORMER & CHIME OS OS P ® ® OCCUPANCY SENSOR SE E ER E: EXISTING TO BE RELOCATED ER: EXISTING RELOCATED EXISTING WORK TO REMAIN -X- -X- EXISTING WORK TO BE REMOVED GFCI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND WP WEATHER PROOF 44" INDICATES CENTERLINE INSTALLATION ELEVATION ABOVE FINISHED FLOOR UG UNDERGROUND MOUNTING SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE CEILING 96" AFF TO CL 84" AFF TO CL CEILING MNTD 84" AFF TO CL 44" AFF TO CL 44" AFF TO CL 44" AFF TO CL AS REQUIRED 18" AFF TO CL FLOOR MOUNTED 18" AFF TO CL FLOOR MOUNTED 8" AFF TO CL FLOOR MOUNTED SEE NOTES OOR MOUNTED 0'• AFF TO CL CEILING 8" AFG TO CL ER ARCHITECT E SCHEDULE U LO LO N � M J LL V) a� �+ von =tea` U E H M Co M N -+� CU N O N U W L Q m U � Q� U Y) A C v �L a N d Ch L U Q p N Q 0) N -� O c) c V) cd 0 _` p x w a) U E � a� cu CM I W i S C: `- -0 LO C m N c",-4 N 0 COL o -1 0 .- o ~ 00 o N fit W �i�- avaZw�mzcW.�zUC=.�dz� Zzo oa >o�w awa9 c�a°c�o vwds� w�mo�� °�i � W= z w o z y° m xa O o o zo 0 0° W U <° -YUUtn Q. u LO LO c � M J LL V) .U� �+ von =tea` E H M Co M N z U N O L c0°o� W =3 O m U � E U a) N A -C � S Co U a� 0 cd 0) N ..0 0 o V) cd o o 00 a "Ne LO LO Z M J LL M W .U� L N z U O > W =3 O m O � Cis 0 U a) N M Project Number 1127.11 Distribution E DATE A IT 02.10, 2012 o%1111111111 I v Q` • ��C E NSA •.. /y'ii * : No. 33700 �p0 STATE OF CL, Specifications, °,'��s•••::�o►oP..••'���'e Notes, Legend '04 TONAL re�al�aWyekhi fl license no 33700