ADDENDUM “Crlfender.com/files/Greenville_Federal_Troy_Addendum_C.pdfADDENDUM “C” Date: October...

ADDENDUM “C”

Date: October 21, 2020

Project: Greenville Federal – Troy

948 N. Market Street

Troy, Ohio 45373

Documents prepared by K4 Architecture, LLC of Cincinnati, OH, e2m Consulting

Engineering of Cincinnati, OH, GOP Limited of Cincinnati, OH and Danch Harner &

Associates, Inc. of South Bend, IN dated 09/23/2020.

A. TO ALL BIDDERS:

This addendum is part of the contract documents. Changes shall be taken into

account by the bidders in preparing their proposal. Bidders shall verify this by

indicating receipt of this addendum in their bids.

B. INTENT AND SCOPE:

This addendum, issued before the receipt of proposals, is intended to provide

additional information, answer questions raised by prospective bidders and to

clarify or revise the requirements of the contract documents.

C. CLARIFICATIONS

1. Commercial plumbing permits must be taken out by a State Licensed, Miami

County Registered Plumbing Contractor. All contractors completing plumbing

work must be registered with Miami County Plumbing Department. Plumbing

permits are issued through the Miami County Public Health Plumbing

Department. Plumbing Contractors working on commercial projects must meet

with plumbing inspectors before a permit will be issued.

2. The Zoning Permit was issued 10/20/20.

a. Landscaping Contractor is responsible for providing a complete set of

drawings and specifications for permit that meets City of Troy standards,

construction and Architects review.

b. See attached “A Guide of Planting Types” for your reference (Exhibit A)

3. A Conditional Building Permit was issued 9/28/20.

a. GC to submit sealed shop drawings for exterior pre-engineered metal

canopies for Architect and Building Department review.

D. UPDATED DRAWING LIST:

• T001

• D201

• A001

• A101

• A102

• A201

• A402

• A514

• A515

• A516

• S200

• E102

• E501

• P100

E. RFI’s:

1. On Drawing D401, Note 6 states to relocate the existing gas line, refer to

plumbing drawings for additional details. The plumbing drawings do not show

any relocating. Please advise if this is being relocated into the janitor room?

a. See revised drawings for clarification.

2. Are we only to include chases and back boxes for Div. 27 & 28?


3. Is MC cable allowed on this project?

a. Bid the project per plans and specifications (Base Bid)

b. MC cable will be looked at as a voluntary alternate when submitting bid.

Provide Add/Deduct cost with alternate along with supporting

documentation.

4. Can the following hardware be bid as an equal to the specified material?

a. Bid the project per plans and specifications (Base Bid)

b. Alternate hardware will be looked at as a voluntary alternate when

submitting bid. Provide Add/Deduct cost with alternate along with

supporting documentation.

5. On Drawing T001: Alternate 3 notes Pavement Sealing. On drawing A001 the

Note 101 has been removed. Are we to include the pavement sealing as

Alternate 3 as on the original drawings?

a. Yes. Pavement sealing is to be priced as Alternate #3 per the original

drawings. Note 101 previously provided the scope of work for Alternate

#3, which is now on T001. All alternate descriptions were removed from

within the drawing set and placed on T001 for conciseness.

6. On the electrical drawings we have the following questions: (a) The fixture

schedule is missing fixture LD6-E Description and Fixture Information. (b) The

fixture schedule is missing fixture LS4 Description and Fixture Information. (c)

Drawing E-102 Note: #3 and Drawing E-501 Note: #4 contradict each other

which is the preferred method?


b. See revised drawings for clarification.

c. See revised drawings for clarification.

7. Who is the manufacturer for the canopy/awnings?

a. No specific manufacturer has been selected for the metal canopy

awnings.

b. Per the Pre-Bid Meeting Minutes dated 9.30.20: The GC is responsible for

pre-engineered metal canopies. Color, profile, and design intent as

shown on the drawings.

8. What is the budget for the Greenville Federal job in Troy, OH so we can get an

amount on the bond that is required?

a. Alternate #1, is based off your bid for the project.

9. Any update on the asbestos report?

a. The owner is in the process of getting the asbestos report completed.

10. Any update on Alternate #4?

a. See Pre-Bid Meeting Minutes dated 9.30.20 for clarification.

b. See revised sheet T001 from Addendum “B” for additional clarification.

END OF ADDENDUM “C”

1

A GUIDE OF PLANTING TYPES

THE CITY OF TROY, OHIO

bbruner

Typewritten Text

EXHIBIT A

2

A GUIDE OF PLANTING TYPES THE CITY OF TROY, OHIO

A Guide of Planting Types, (“Guide”) is designed to inform contractors, business owners, citizens, and all people who work and enjoy recreation in the City of Troy, of the particular type of landscaping material the City of Troy prohibits being planted in commercial and industrial parking lots. Thought should be given as to the selection of plant material which will survive harsh conditions such as strong winds, extreme heat, freezing temperatures, and roadway de-icer. While not individually listed, the Guide also prohibits the planting of vegetation as listed in the City of Troy Codified Ordinance, Section 521.11 – Noxious Weeds. Other vegetation that will be prohibited, are those items with undesirable characteristics such as weak wood, undesirable fruit, thorns, susceptibility to disease, etc. Each proposed landscape plan will be reviewed on a case by case basis. Should a landscape material which is prohibited in this Guide be chosen for areas other than parking lots, the setback of that particular material, from a parking lot or area, will need to be the distance of the canopy of the material at maturity, plus 10 feet. Questions concerning information in this Guide may be directed to the City of Troy Development Department.

bbruner

Typewritten Text

EXHIBIT A

3

Acer nugundo Box ElderAcer saccharinum Silver MapleAesculus sp. Buckeye, HorsechestnutAgropyron repens Quack grassAilanthus altissima Tree of HeavenAlliaria petiolata Garlic mustardAmpleopsis brevipedunculata Porcelain-berryAsh All varieties

Berberis sp.Barberry, expect Berberis thunbergii, 'Thornless'

Betula papyrifera Paper BirchBetula pendula European White BirchBromus inermis Smooth bromeButomus umbellatus Flowering-rushCarduus nutans Nodding thistleCatalpa speciosa Northern CatalpaCelastrus orbiculatus Asian bittersweetCentaurea maculosa Spotted knapweedCirsium arvense Canada thistleConium maculatum Poison hemlockConvolvulus arvensis Field bindweedCoronilla varia Crown vetchCrataegus sp. HawthornDaucus carota Queen Anne's laceDioscorea batatas Air-potatoDipsacus fullonum (sylvestris) Teasel, commonDipsacus laciniatus Teasel, cut-leavedElaeagnus angustifolia Russian-oliveElaeagnus umbellata Autumn OliveEpilobium hirsutum Willow herb, hairyEpilobium parviflorum Willow herb, small-flowered hairyEuonymus alatus Winged euonymusEuonymus fortunei WintercreeperEuphorbia esula Leafy spurgeFestuca pratensis Meadow fescue

Ginkgo bilobaGinkgo, male & female, except 'Princeton Sentry' cultivar

Hemerocallis fulva Day-lilyHesperis matronalis Dame's rocketIris pseudacorus Yellow flagLigustrum obtusifolium Privet, borderLigustrum vulgare Privet, commonLocust All varieties

PROHIBITED LANDSCAPE MATERIAL

bbruner

Typewritten Text

EXHIBIT A

4

Lonicera japonica Honeysuckle, JapaneseLonicera maackii Honeysuckle, amurLonicera morrowii Honeysuckle, MorrowLonicera tatarica Honeysuckle, TatarianLonicera Xbella Honeysuckle, showy pinkLysimachia nummularia MoneywortLythrum salicaria Purple loosestrifeMaclura pomifera Osage-orangeMalus pumila AppleMelilotus albs Sweet-clover, whiteMelilotus officinalis Sweet-clover, yellowMicrostegium vimineum NepalgrassMiscanthus sinensis Chinese silvergrassMorus sp. MulberryMyriophyllum spicatum Eurasian water-milfoilNajas minor Lesser naiadOnithigalum umbellatum Star-of-BethlehemPhalaris arundinacea Reed canary grassPhragmites australis Common reed grassPolygonum cuspidatum Japanese knotweedPolygonum perfoliatum Mile-a-minute vinePolygonum sachalinense Giant knotweedPopulus sp. PoplarPotamogeton crispus Curly pondweedPueraria lobata KudzuPyrus calleryana 'Bradford' Bradford PearQuercus robur 'fastigiata' Upright English OakRanunculus ficaria Celandine, lesserRhamnus cathartica Buckthorn, European or commonRhamnus frangula Buckthorn, glossyRorippa nasturtium-aquaticum Water-cressRosa canina Dog roseRosa multiflora Multiflora roseSalicaceae sp. Willow, CottonwoodSaponaria officinalis Bouncing betSorbus aucuparia European Mountain AshSorghum halepense Johnson grassTypha angustifolia Cattail, narrow-leavedTypha, Xglauca Cattail, hybridUlmus americana 'Moline' Moline American ElmUlmus pumila Siberian ElmViburnum opulus var. opulus European cranberry-bushVinca minor Periwinkle or myrtleVincetoxicum nigrum Black swallow-wort

PROHIBITED LANDSCAPE MATERIAL (continued)

bbruner

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DESCRIPTION DATENO.

REVISIONS / SUBMISSIONS

Job No.:

Drawn By:Scale:

RWH, BBJAS NOTED

19-2109

555 Gest Street Cincinnati, Ohio 45203

Tel: (513) 455-5000Fax: (513) 455-5008

Webpage: www.k4architecture.comEmail: [email protected]

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ISSUED FOR PERMITAND BIDDING

09/23/20

B ADDENDUM "B" 10/12/20

C ADDENDUM "C" 10/20/20

BUILDING REMODEL FOR:

A

SHEET NUMBER

SHEET NUMBER

DETAIL NUMBER

SECTION NUMBER

DETAIL

DOOR

DRAWING NOTES

DETAIL

SECTIONPARTITION KEY

INTERIOR ELEVATION INDICATOR

COLUMN REFERENCE GRIDS

OR

PARTITION TYPES

ROOM ROOM NUMBER

WINDOW

WINDOW MARK

DOOR NUMBER

(NTS)

T001 TITLE SHEETLS101 LIFE SAFETY PLAN

ARCHITECTURALD101 FLOOR DEMOLITION PLAND201 CEILING DEMOLITION PLAND401 ELEVATION DEMOLITIONA001 SITE PLANA101 FLOOR PLANA102 ROOF PLAN & ENLARGED PLANSA201 REFLECTED CEILING PLANA401 ELEVATIONSA402 ELEVATIONSA501 BUILDING SECTIONSA510 WALL SECTIONSA511 WALL SECTIONSA512 WALL SECTIONSA513 WALL SECTIONSA514 WALL SECTIONSA515 WALL SECTIONSA516 WALL SECTIONSA601 DRYVIT DETAILSA602 DRYVIT DETAILSA603 DRYVIT DETAILSA604 EPDM DETAILSA605 EPDM DETAILSA606 EPDM DETAILSA607 METAL ROOF DETAILSA801 DOOR SCHEDULE, STOREFRONTS, & DETAILSA901 SPECIFICATIONS

INTERIORSI101 FINISH PLANI102 CEILING FINISH PLAN

STRUCTURALS000 GENERAL NOTESS100 FOUNDATION PLAN AND SECTIONSS200 ROOF FRAMING PLAN AND SECTIONSS201 FRAMING SECTIONS

MECHANICALM101 MECHANICAL PLANM501 MECHANICAL SCHEDULESM601 MECHANICAL DETAILS

ELECTRICALE100 DEMO ELECTRIC PLANE101 LIGHTING PLANE102 POWER PLANE103 MECHANICAL POWER PLANE501 ELECTRICAL DETAILS

PLUMBINGP100 PLUMBING DEMO PLANP101 DWV PLUMBING PLANP102 DOMESTIC WATER PLANP501 PLUMBING SCHEDULE & DETAILS

948 N. MARKET STREETTROY, OHIO 45373

PROJECTLOCATION

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1A201

101

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A4031

CODE INFORMATIONGENERAL NOTES

VICINITY MAP

PROJECT TEAM

ABBREVIATION INDEX

GRAPHIC SYMBOLS

& AND@ ATA/C AIR CONDITIONINGABV. ABOVEA.D. AREA DRAINA.F.F. ABOVE FINISH FLOORALUM. ALUMINUMALT. ALTERNATEAPPROX. APPROXIMATEB/ BOTTOM OFBD. BOARDBLDG. BUILDINGBM. BEAMBSMT. BASEMENTBTWN. BETWEENBOT. BOTTOMC.L. CENTER LINEC.T. CERAMIC TILECLG. CEILINGCLOS. CLOSETCM CONSTRUCTION MGR.CMU CONC. MASONRY UNITCOL. COLUMNCONC. CONCRETECONT. CONTINUOUSCONST. CONSTRUCTIONDEPT. DEPARTMENTDTL. DETAILDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN. DOWND.S. DOWN SPOUTDR. DRAWINGEA. EACHEL. ELEVATIONELEC. ELECTRICALEQ. EQUALEQUIP. EQUIPMENTEXIST. EXISTINGEXT. EXTERIOREWC ELECTRIC WATER COOLERF.D. FLOOR DRAINFIN. FINISHFL. FLOOR

F.O. FACE OFFT. FOOTFURN. FURNITUREGA. GAUGEGALV. GALVINIZEDGYP. BD. GYPSUM BOARDHDWD. HARDWOODHDR. HEADERH.M. HOLLOW METALHORIZ. HORIZONTALHGT. HEIGHTI.D. INSIDE DIAMETERINSUL. INSULATIONINT. INTERIORJT. JOINTKIT. KITCHENLAM. LAMINATELAV. LAVATORYLT. LIGHTMAS. MASONRYMAX. MAXIMUMMECH. MECHANICALMTL. METALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSM.O. MASONRY OPENINGMTD. MOUNTEDN.I.C. NOT IN CONTRACTNO. NUMBERNOM. NOMINALN.T.S. NOT TO SCALEO.A. OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETEROPNG. OPENINGOPP. OPPOSITEOPT. OPTIONALPL. PLATEP.LAM. PLASTIC LAMINATEPLUMB. PLUMBINGPLYWD. PLYWOODPR. PAIRPROP. PROPERTYP.S.F. PER SQUARE FOOT

P.S.I. PER SQUARE INCHPTD. PAINTEDP.V.C. POLY VINYL CHLORIDEQ.T. QUARRY TILEQTY. QUANTITYR.A. REGISTERED ARCHITECTRAD. RADIUSREF. REFRIGERATORREINF. REINFORCINGREV. REVISIONREQ'D REQUIREDRESIL. RESILIENTRM. ROOMR.O. ROUGH OPENINGSCHED. SCHEDULESEC. SECTIONS.F. SQUARE FOOTSHT. SHEETSIM. SIMILARSPEC. SPECIFICATIONSQ. SQUARES.S. STAINLESS STEELSTD. STANDARDSTL. STEELSTRUCT. STRUCTURALSUSP. SUSPENDEDT/ TOP OFTEL. TELEPHONETHK. THICKTHRU THROUGHT.O.P. TOP OF PLATET.O.S. TOP OF STEELTYP. TYPICALV.C.B. VINYL COMPOSITION BASEV.C.T. VINYL COMPOSITION TILEVERT. VERTICALV.I.F. VERIFY IN FIELDV.W.C. VINYL WALL COVERINGW/ WITHW.C. WATER CLOSETWD. WOODW/O WITHOUTWP. WATERPROOFINGWT. WEIGHTWWM. WELDED WIRE MESH


Tel: (513) 455-5000Fax: (513) 455-5008


1. THE DRAWINGS, AND OTHER DOCUMENTS PREPARED BY K4 ARCHITECTURE LLC AND THE ARCHITECT'S CONSULTANTS, ANDCOPIES THEREOF FURNISHED TO THE CONTRACTOR, ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND ONLY ATTHIS SITE. DRAWINGS, AND OTHER DOCUMENTS PREPARED BY K4 ARCHITECTURE LLC OR THE ARCHITECT'S CONSULTANTS,WILL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHTS.

2. CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT, ARCHITECT'S CONSULTANTS, AND AGENTSAND EMPLOYEES OF ANY OF THEM FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND EXPENSES, ARISING OUT OF ORRESULTING FROM PERFORMANCE OF THE WORK.

3. THE CONTRACTOR SHALL PURCHASE FROM AND MAINTAIN IN A COMPANY OR COMPANIES LAWFULLY AUTHORIZED TO DOBUSINESS IN THE JURISDICTION IN WHICH THE PROJECT IS LOCATED SUCH INSURANCE AS WILL PROTECT THE CONTRACTORFROM CLAIMS SET FORTH BELOW WHICH MAY ARISE OUT OF OR RESULT FROM THE CONTRACTOR'S OPERATIONS UNDERTHE CONTRACT AND FOR WHICH THE CONTRACTOR MAY BE LEGALLY LIABLE. PROPERTY INSURANCE SHALL BE ON AN"ALL-RISK" OR EQUIVALENT POLICY FORM.

4. WITHIN ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION, WHEN ANY OF THE WORK IS FOUND TO BE NOT INACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL CORRECT ITPROMPTLY AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER TO DO SO. LONGER PERIODS MAY APPLY AS INDICATEDIN THE SPECIFICATIONS FOR CERTAIN BUILDING COMPONENTS.

5. THE CONTRACTOR SHALL REMOVE FROM THE SITE PORTIONS OF THE WORK WHICH ARE NOT IN ACCORDANCE WITH THEREQUIREMENTS OF THE CONTRACT DOCUMENTS AND ARE NEITHER CORRECTED BY THE CONTRACTOR NOR ACCEPTED BYTHE OWNER. THE CONTRACTOR SHALL BEAR THE COST OF CORRECTING DESTROYED OR DAMAGED CONSTRUCTION,WHETHER COMPLETED OR PARTIALLY COMPLETED, OF THE OWNER OR SEPARATE CONTRACTORS CAUSED BY THECONTRACTOR'S CORRECTION OR REMOVAL OF WORK WHICH IS NOT IN ACCORDANCE WITH THE REQUIREMENTS OF THECONTRACT DOCUMENTS.

6. TESTS, INSPECTIONS AND APPROVALS OF PORTIONS OF THE WORK REQUIRED BY THE CONTRACT DOCUMENTS OR BY LAWS,ORDINANCES, RULES, REGULATIONS OR ORDERS OF PUBLIC AUTHORITIES HAVING JURISDICTION SHALL BE MADE AT ANAPPROPRIATE TIME. IF SUCH PROCEDURES FOR TESTING, INSPECTION OR APPROVAL REVEAL FAILURE OF THE PORTIONS OFTHE WORK TO COMPLY WITH REQUIREMENTS ESTABLISHED BY THE CONTRACT DOCUMENTS, ALL COSTS MADE NECESSARYBY SUCH FAILURE INCLUDING THOSE OF REPEATED PROCEDURES AND COMPENSATION FOR THE ARCHITECT'S SERVICESAND EXPENSES SHALL BE AT THE CONTRACTOR'S EXPENSE.

7. PERMITS AND FEES: OWNER SHALL BE RESPONSIBLE FOR GENERAL BUILDING / ZONING PERMITS, FEES, AND APPROVALS.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OTHER INSPECTIONS AND PERMITS.

8. THE CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICES REQUIRED BY LAWS, ORDINANCES, RULES, REGULATIONS ANDLAWFUL ORDERS OF PUBLIC AUTHORITIES APPLICABLE TO PERFORMANCE OF THE WORK.

9. THE CONTRACTOR SHALL EVALUATE THE JOB SITE SAFETY THEREOF AND SHALL BE FULLY AND SOLELY RESPONSIBLE FORTHE JOB SITE SAFETY OF SUCH MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION OF PORTIONS OF WORK ALREADY PERFORMED TO DETERMINETHAT SUCH PORTIONS ARE IN PROPER CONDITION TO RECEIVE SUBSEQUENT WORK.

11. CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BYALL.

12. BEFORE STARTING EACH PORTION OF THE WORK, THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THEVARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTS RELATIVE TO THAT PORTION OF THE WORK, SHALL TAKE FIELDMEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION OF THE WORK AND SHALL OBSERVE ANYEXISTING CONDITIONS AT THE SITE AFFECTING IT. ANY ERRORS, INCONSISTENCIES OR OMISSIONS AND CONFLICTSDISCOVERED BY THE CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT AS A REQUEST FOR INFORMATIONIN SUCH FORM AS THE ARCHITECT MAY REQUIRE FOR ARCHITECT'S RESOLUTION.

13. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS, ALL DOOR AND OPENINGLOCATIONS SHALL BE SHOWN ON FLOOR PLAN. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT. FLOOR PLAN BYARCHITECT SUPERSEDES ALL OTHER PLANS. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOWFOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, V.C.T., SLATWALL, ETC.

14. ALL DIMENSIONS SHOWN ARE TO FACE OF BLOCK OR FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE.15. ALL DIMENSIONS SHOWN ARE NOMINAL DIMENSIONS UNLESS SPECIFICALLY NOTED OTHERWISE.16. ALL SAW CUTTING AND SCORING LOCATIONS SHALL BE REVIEWED IN THE FIELD BY THE GENERAL CONTRACTOR PRIOR TO

CUTTING/SCORING.17. PROVIDE PORTABLE FIRE EXTINGUISHERS WITH U.L. LABEL AND A RATING OF NOT LESS THAN 2-A WITH 75 FT TRAVEL

DISTANCE TO ALL POSITIONS OF BUILDING OR AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR18. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE,

AND LOCAL SAFETY REQUIREMENTS TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OFPERSONS INCLUDING EMPLOYEES AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR ANDSUBCONTRACTORS TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS INCONNECTION WITH THE WORK.

19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL WORK AND FOR THE MEANS, METHODS,PROCEDURES, TECHNIQUES, AND SEQUENCE OF CONSTRUCTION.

20. THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING WORK DONE BY SUBCONTRACTORS FOR A PERIODOF ONE (1) YEAR COMMENCING WITH THE DATE OF SUBSTANTIAL COMPLETION.

21. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING OF INSPECTIONS22. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS EITHER IN CONTRACT OR NOT IN CONTRACT THEY

SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS.23. GENERAL CONTRACTOR TO HAVE JOB TRAILER AND PHONE ON PREMISES DURING ENTIRE CONSTRUCTION PERIOD.24. THE GENERAL CONTRACTOR IS TO HAVE A FULL TIME QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS

BEING PERFORMED.25. ALL WOOD INSTALLED IN LOCATIONS IN CONTACT WITH MOISTURE TO BE PRESERVATIVE TREATED PER AWPA C1, C2, AND C926. ALL GLASS UNITS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH TEST REQUIREMENTS OF CONSUMER

PRODUCT SAFETY COMMISSION 16. CFR, PART 1201, FOR HUMAN IMPACT LOADS27. DOOR HARDWARE ON EGRESS DOORS SHALL ALLOW FOR EGRESS AT ALL TIMES WITHOUT THE USE OF A KEY OR SPECIAL

KNOWLEDGE. ALL DOOR OPERATING DEVICES SHALL COMPLY WITH ADA AND BE OF LEVER DESIGN. SEE DOOR SCHEDULEFOR SPECIFIC DOOR HARDWARE FUNCTIONS.

28. ARCHITECT HIGHLY RECOMMENDS A PROFESSIONAL CAULKING CONTRACTOR THAT IS AUTHORIZED TO INSTALL ALLINTERIOR & EXTERIOR CAULKING / SEALANTS ON THIS PROJECT.

29. GENERAL CONTRACTOR & ALL SUBCONTRACTORS MUST REFER TO BOTH THE DRAWINGS & SPECIFICATIONS FOR THECOMPLETE SCOPE OF WORK. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR & ALL SUBCONTRACTORS TOREVIEW THE COMPLETE SET OF DRAWINGS (SEE INDEX OF DRAWINGS, THIS SHEET) FOR SCOPE OF WORK AND QUANTITY OFMATERIAL.

30. INSTALLATION OF ALL MATERIAL SPECIFIED SHALL COMPLY WITH MANUFACTURE'S PRODUCT DATA, INCLUDING PRODUCTTECHNICAL BULLETINS, PRODUCT CATALOG INSTALLATION INSTRUCTIONS, PRODUCT CARTON INSTRUCTIONS, ANDSPECIFICATIONS FOR HANDLING, STORAGE, INSTALLATION, AND CLEANING.

31. THE DEMOLITION DRAWINGS & ANY DRAWING ASSOCIATED WITH THE EXISTING BUILDING ARE INTENDED TO SHOW EXISTINGCONDITIONS. EXISTING ARCHITECTURAL INFORMATION SHOWN WAS OBTAINED FROM CASUAL SITE VISITS. IN THE EVENT OFDISCREPANCY, BETWEEN DRAWINGS AND ACTUAL IMMEDIATELY NOTIFY THE ARCHITECT. DO NOT PROCEED WITHDEMOLITION OR CONSTRUCTION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BE RESOLVED.

32. THE BANK EQUIPMENT SUPPLIER AND INSTALLER ON THIS PROJECT SHALL BE AS SELECTED BY THE OWNER. THE BANKEQUIPMENT SHALL INCLUDE THE FOLLOWING AS A MINIMUM. THE GENERAL CONTRACTOR SHALL NOT INCLUDE THESEITEMS IN THEIR BID:

· AFTER HOUR DEPOSITORY (AHD)· AUTOMATIC TELLER MACHINE (ATM)· CASH RECYCLER· REMOTE TELLER TERMINALS FOR DRIVE THRU - NUMBER AS SHOWN ON PLANS· UNDER COUNTER EQUIPMENT EQUIPMENT AT TELLER LINE· SECURITY SYSTEM COMPLETE WITH CAMERAS AND RECORDER.· LANE OPEN/CLOSED LIGHTS FOR DRIVE THRU AND ATM LIGHT FOR FIRST LANE.

BUILDING CODES: 2017 OBC - OHIO BUILDING CODE 2017 OMC - OHIO MECHANICAL CODE 2017 OPC - OHIO PLUMBING CODE 2014 NFPA 70 - NATIONAL ELECTRICAL CODE 2012 IECC WITH AMENDMENTS OR 2010 ASHRAE 90.1 2010 NFPA-13, CERTAIN INSTANCES 2010 NFPA 13R AND NFPA 13D 2009 ICC A117.1 - ACCESSIBILITY

JURISDICTION: ZONING PERMIT CITY HALL - SOUTH ANNEX 100 S. MARKET STREET

TROY, OH 45373 ATTENTION: TIM DAVIS PHONE: (937) 339-9481

BUILDING PERMIT MIAMI COUNTY DEPARTMENT OF DEVELOPMENT

510 W. WATER STREET, SUITE 120 TROY, OH 45373 ATTENTION: ROB ENGLAND PHONE: (937) 440-8121

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION304.1: BUSINESS GROUP B: BANK, (EXISTING OCCUPANCY, NO CHANGE)

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREASTABLE 504.3, 506.2: TYPE VB CONSTRUCTION, (EXISTING CONSTRUCTION TYPE, NO CHANGE)

HEIGHT: (1) STORY ACTUAL, (2) STORIES ALLOWABLE),

PROPOSED ENTRANCE MODIFICATIONS, 20'-0", (40'-0" ALLOWABLE) AREA: 1,890 S.F. ACTUAL BUILDING AREA, (9,000 S.F. ALLOWABLE)

CHAPTER 6 - TYPES OF CONSTRUCTION601: BUILDING CLASSIFIED AS TYPE VB CONSTRUCTIONTABLE 601: FIRE RESISTANCE RATING REQ'TS FOR "TYPE VB" 0 HR. STRUCTURAL FRAME REQ'D 0 HR. EXTERIOR BEARING WALLS REQ'D 0 HR. INTERIOR BEARING WALLS REQ'D 0 HR. NON-BEARING INTERIOR & EXTERIOR WALLS REQ'D 0 HR. FLOOR CONSTRUCTION REQ'D 0 HR. ROOF CONSTRUCTION REQ'DTABLE 602: FIRE SEPARATION DISTANCE FOR EXTERIOR WALLS 1 HR. FOR FIRE SEPARATION OF 5'-0" TO 10'-0", "VB" TYPES OF CONSTRUCTION

CHAPTER 7 - FIRE RESISTANCE RATED CONSTRUCTION720.1, 720.2, 720.3: ALL THERMAL AND SOUND INSULATING MATERIALS, BATTS, BLANKETS, FILLS ORSIMILAR TYPES OF MATERIALS INCLUDING VAPOR BARRIERS, BREATHER PAPERS OR OTHER COVERINGSTHAT ARE INCORPORATED IN THE CONSTRUCTION ELEMENTS SHALL HAVE A FLAME-SPREAD INDEX OFNOT MORE THAN 25 AND A SMOKE-DEVELOPED RATING OF NOT MORE THAN 450 FOR BOTH CONCEALEDAND EXPOSED INSTALLATIONS.

CHAPTER 8 - INTERIOR FINISHESTABLE 803.11: TYPE "A" FOR ALL INTERIOR WALL AND CEILING FINISHES @ INTERIOR EXIT STAIRWAYS, RAMPS AND EXIT PASSAGEWAYS. TYPE "B" FOR ALL INTERIOR WALL AND CEILING FINISHES FOR CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS AND RAMPS. TYPE "C" FOR ALL INTERIOR ROOMS AND ENCLOSED SPACES804.4.1 CLASS II FOR ALL INTERIOR FLOOR FINISHES. IN ALL AREAS FLOOR FINISHES SHALL COMPLYWITH DOC FF-1 "PILL-TEST" (CPSC 16 CFR, PART 1630).

CHAPTER 9 - FIRE PROTECTION SYSTEMS903 FIRE SUPPRESSION: NOT REQUIRED, NOT PROVIDED906.1 PORTABLE FIRE EXTINGUISHERS - PROVIDED AS REQUIRED907.2.2 FIRE ALARM SYSTEM: NOT REQUIRED, NOT PROVIDED

CHAPTER 10 - MEANS OF EGRESSTABLE 1004.1.2

BUSINESS AREAS @ 100 GROSS S.F. PER OCCUPANT 1,890 S.F./100=APPROX. 19 OCCUPANTS1005.1: TOTAL WIDTH OF MEANS OF EGRESS SHALL NOT BE LESS THAN OCCUPANT LOAD X .2" 19 OCCUPANTS X .2" = 3.8", (3'-0" MIN.)

MULTIPLE MEANS OF EGRESS SHALL BE SIZED THAT THE LOSS OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE REQUIRED CAPACITY.TABLE 1006.3.1: STORIES WITH ONE EXIT:

#2 - ROOMS, AREAS AND SPACES COMPLYING WITH SECTION 1006.2.1 WITH EXITS THAT DISCHARGE DIRECTLY TO THE EXTERIOR AT THE LEVEL OF EXIT DISCHARGE, ARE PERMITTED TO

HAVE ONE EXIT OR ACCESS TO A SINGLE EXIT.TABLE 1006.2.1: 19 OCCUPANTS < 30 OCCUPANTS= MAX. COMMON PATH OF EGRESS TRAVEL DISTANCE = 100FT

(1) EXIT REQUIRED, (2) EXITS PROVIDEDTABLE 1017.2: EXIT ACCESS TRAVEL DISTANCE

EXIT ACCESS TRAVEL DISTANCE WITHOUT A SPRINKLER SYSTEM SHALL NOT EXCEED 200 FEET. ACTUAL TRAVEL DISTANCE, 66'-3"

CHAPTER 11 - ACCESSIBILITY ACCESSIBLE PER CHAPTER 11

CHAPTER 24 - GLASS AND GLAZING2406.4 PROVIDE SAFETY GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY SECTION 2406.4

CHAPTER 29 - PLUMBING SYSTEMSTABLE 2902.1(DECLARED OCCUPANT LOAD) BUSINESS USE = 15 OCCUPANTS

WATER CLOSETS: 1 UNISEX TOILET REQUIREDUNISEX, ADA ACCESSIBLE UNISEX TOILET PROVIDED

LAVATORIES: 1 UNISEX LAVATORY REQUIRED 1 UNISEX LAVATORY PROVIDED

DRINKING FOUNTAIN NOT REQUIRED FOR OCCUPANT LOAD OF 15 OR LESS

SERVICE SINK: 1 REQUIRED 1 PROVIDED

TABLE 2902.2 SEPARATE FACILITIES: EXCEPTION 2: SEPARATE FACILITIES NOT REQUIRED IN TENANT SPACES WITH A TOTAL OCCUPANT LOAD OF 15 OR LESS T001

TITLE SHEET

E2M CONSULTING ENGINEERING682 TUXEDO PLACE

CINCINNATI, OH 45206TEL: 513.587.0050www.e2m-eng.com

INDEX OF DRAWINGS

SHEET DESCRIPTION 09/2

3/20

- IS

SU

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FO

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MIT

& B

IDD

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10/1

2/20

- A

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20 -

AD

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"C"

ALTERNATES1. ALTERNATE #1 -- PERFORMANCE AND PAYMENT BOND

2. ALTERNATE #2 -- MOLD TESTINGA. MOLD REMOVAL

1. WORKERS SHALL WEAR PROPER PPE IN AREAS OF MOLD REMOVAL. FULL BODY PROTECTIVE WEARRESPIRATORS, GLOVES, ETC.

2. ENGINEERING CONTROLS SHOULD ALSO BE USED. PLASTIC SHEETING ON ENTRY DOORS, HEPA-FILTEREDAIR SCRUBBERS, DROP CLOTHS, ETC.

3. AFTER ALL INTERIOR DEMO IS COMPLETE, ALL REMAINING BUILDING COMPONENTS SHOULD BETHOROUGHLY CLEANED USING APPROVED ANTI-MICROBIAL CLEANERS.

4. AFTER THE CLEANING HAS BEEN COMPLETED, A SEALER SHOULD BE APPLIED TO ALL REMAININGSURFACES TO HELP PREVENT THE RE-GROWTH OF ANY RESIDUAL MOLD SPORES THAT COULD REMAINIMBEDDED IN THE PORES OF THE SURFACES.

5. AFTER ALL CLEANING/SEALING IS COMPLETED, "FOG" THE AIR THROUGHOUT THE WORK AREA USING AFINE MIST SPRAYER FILLED WITH A WATER/SHOCKWAVE (ANTI-MICROBIAL CLEANER) MIXTURE.a. THIS WILL ALSO HELP WITH REMOVING ANY REMAINING AIRBORNE MOLD SPORES.

B. TESTING1. ONCE THE "FOGGING" HAS BEEN COMPLETED, WAIT A MINIMUM OF 24 HOURS TO ALLOW THE AIR TO

RETURN TO NORMAL CONDITIONS.2. PREFORM POST REMEDIATION AIR TESTING.

a. PROVIDE (2) INDOOR AIR SAMPLESb. PROVIDE (4) TAPE LIFT SAMPLES

i. (3) MUST BE FROM WOOD SURFACESc. PROVIDE (1) AIR SAMPLE FROM OUTDOORS TO ESTABLISH THE AMBIENT AIR QUALITY AS A BASELINE

FOR COMPARISON.3. PROVIDE A FINAL REPORT OF THE FINDINGS TO THE ARCHITECT FOR REVIEW AND APPROVAL

3. ALTERNATE #3 -- ASPHALT PAVEMENT SEALINGA. PARKING LOT SEALING-PREPARE PARKING LOT AS FOLLOWS (PREP SURFACE AND

JOINTS AS NEEDED FOR EACH STEP).1. FILL ALL LOW PLACES DUE TO RUTS, DIPS, ETC. REPAIR DAMAGED SUBGRADE AREA (MATCH EXISTING

CONSTRUCTION). ASSURE PROPER DRAINAGE DURING CONSTRUCTION SO AS TO AVOID PONDING.2. FILL ALL CRACKS, PROVIDE JOINT SEALANTS, BACKING MATERIAL, AND OTHER RELATED MATERIALS THAT

ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICEAND APPLICATION, AS DEMONSTRATED BY JOINT-SEALANT MANUFACTURER BASED ON TESTING ANDFIELD EXPERIENCE. COMPLY WITH RECOMMENDATIONS IN ASTM C 1193 FOR USE OF JOINT SEALANTS ASAPPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED.

3. SEAL ENTIRE LOT. PREPARE THE LOT FOR SEALING, POWER SWEEPING, BLOWING DEBRIS, FILLINGCRACKS, AND SPOT PRIMING EXISTING OIL SPOTS.

4. REPAINT LINES AND GRAPHICS ON PARKING LOT AS SHOWN.

4. ALTERNATE #4 -- WINTER CONDITIONS ALLOWANCEA. PROVIDE AN ESTIMATED COST FOR WINTER CONDITIONS (ALL GENERAL CONTRACTORS WILL BE ASSIGNED

THE SAME WINTER CONDITIONS COST WHEN PRESENTING TO THE CLIENT. K4 ARCHITECTURE WOULD LIKE TOSEE EACH GC'S ESTIMATED COST TO SET THE FINAL WINTER CONDITIONS ALLOWANCE)

AutoCAD SHX Text

Structural Engineers

AutoCAD SHX Text

GOP Limited

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.

AutoCAD SHX Text

644 Linn Street, Suite 936, Cincinnati, Ohio 45203 (513) 621-7073

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D201

CEILING DEMOLITIONPLAN

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Job No.:

Drawn By:Scale:

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19-2109


Tel: (513) 455-5000Fax: (513) 455-5008


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09/23/20



SCALE:

DEMOLITION

1/8"=1'-0"

REFLECTED CEILING1

D201

NOTES THIS DRAWING:1. REMOVE CEILING GRID AND TILES. REMOVE LIGHTING FIXTURES, DIFFUSERS, AND DUCTING. SEE

MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DETAILS.2. REMOVE SOFFIT/SOFFIT FRAMING AND ALL ASSOCIATED FIXTURES.3. REMOVE ALL FIXTURES. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL DETAILS.4. NOT USED.5. REMOVE ACCESS DOOR.6. SAND AND PREP CONCRETE PLANK FOR NEW FINISHES. SEE INTERIOR DRAWINGS FOR ADDITIONAL

INFORMATION.

GENERAL NOTES:A. REFER TO T001 FOR ADDITIONAL GENERAL NOTES.B. DISPOSE OF ALL MATERIAL PROPERLY. SEE SPECIFICATIONS.C. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED ON THE DRAWINGS AND

SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT / ENGINEER.D. REMOVE ALL INTERIOR STUDS, FURRING, INSULATION, AND GYPSUM WALL BOARD FROM ALL INTERIOR

WALLS.E. REMOVE WALLS, CEILINGS, FLOOR FINISHES, WALL FINISHES, AND OTHER MATERIAL OR

COMPONENTS ONLY AS REQUIRED FOR INSTALLATION OF NEW WORK AND CONSISTENT WITH THEINTENT OF THE CONSTRUCTION DOCUMENTS, ALTHOUGH SOME ITEMS MAY NOT BE SPECIFICALLYADDRESSED.

F. DURING THE EXECUTION OF THE WORK, PRIMARY CONSIDERATION SHALL BE GIVEN TO THEPROTECTION FROM DAMAGE TO THE STRUCTURE, FINISHES AND THE LIKE WHICH ARE NOTSPECIFICALLY INDICATED TO BE REMOVED AND DISPOSED. DAMAGE AS A RESULT OF THIS WORK TOTHE EXISTING ITEMS OR SURFACES TO REMAIN, SHALL BE REFINISHED, REPAIRED OR REPLACED TOTHE SATISFACTION OF THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER.

G. WHERE NEW FINISHES ARE INDICATED ON EXISTING STRUCTURE TO REMAIN, REMOVE EXISTINGFINISHES AS REQUIRED TO ALLOW NEW CONSTRUCTION. PREPARE ALL SURFACE TO RECEIVE NEWWORK.

H. REMOVE ALL WALLS, CASEWORK, FIXTURES, AND FLOORING SHOWN WITH DASHED LINES AND ALLASSOCIATED WIRING.

I. REFER TO MEP SERIES DRAWINGS FOR ADDITIONAL DEMOLITION NOTES.J. ALTERNATE #2 -- REFER TO T001 FOR MOLD REMOVAL AND TESTING SCOPE OF WORK.

C

N. MARKET ST.

FOSS W

AY

DO

NO

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27'-3"±

5'-0

"

101

43

5'-0"

24'-0"

18'-0

" (TY

P)

9'-6" (TYP)

42 42

42

42

4242

9'-6" (TYP)

41 41

8'-0" (MIN)

5'-0" (MIN)

31

4'-2

5/8

"±

8'-0" (MIN)

44

44

38

4343

43

32

3737

15'-7

3/4

"

45

10'-9

"

48

A00110

R2'-0"

102'-7 3/4"4650 50

A00111

N. MARKET ST.

FOSS W

AY

6

2

25

7

88

2

43

11

3

4

44

4343

43

44

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2

9

33

18'-10"± 19'-6"±

10 10

6"± CONCRETE CURB

T/SIDEWALKELEV. 100'-0"

T/SIDEWALKELEV. 100'-0"

T/LANDINGELEV. 99'-6"±

6'-0" 5'-0"

5'-0

"6'

-0"

6"± CONCRETE CURB TOCONTAIN LANDSCAPE BED

NOTE: BENCHMARK TOP OF CURB ELEVATION = 100'-0"

T/ASPHALTELEV. 99'-6"

CAST-IN-PLACE ADA TACTILE PANEL

1:12

UP

1:12UP

RA

MP

MIN

IMU

M

1/4

" PE

R F

OO

T TO

DR

AIN

SAWCUT EXISTINGSURFACE COURSE &REPLACE SURFACECOURSE

PROPOSED ASPHALTWEAR COURSE

EXISTING ASPHALTBASE COURSE & BASETO REMAIN,DEPTH VARIES

APPLY JOINT SEALERAS PER PUBLICWORKS STANDARDS

EXISTING ASPHALTPAVEMENT, DEPTHVARIES

EXISTING ASPHALTPAVEMENT TO REMAIN

1" RADIUS

PROVIDE EXPANSIONJOINT ONLY IF ABUTTINGCONCRETE PAVEMENT

4" COMPACTEDAGGREGATE BASE

4" THICK CONCRETESIDEWALK

WWF 6x6 W1.4 x W1.4

6"

2'-0

"

1"5"

TOOLED CONTROL JOINT12" WIDE, MINIMUM 3 4"

DEPTH 4" CONCRETESLAB WITH BROOM FINISH

#4 BARS TOP ANDBOTTOM, CONTINUOUS

CONCRETE 4,000 PSI

#4 BENT BAR @ 18"O.C.

HANDICAPPEDPARKING

8" (MIN)

60" M

IN.

(WIT

HO

UT

VAN

AC

CE

SS

IBLE

SIG

N)

60" M

IN.

2'-0

"MIN

.

CONCRETE FOUNDATIONTO SUPPORT SIGN &POST. TAPER CONCRETEAWAY FROM POST

EXISTING ASPHALTPAVEMENT

METAL POST

VAN ACCESSIBLE SIGNPER ADA 4.6.4. WHEREREQUIRED

SIGN PER ADA 4.6.4

VAN ACCESSIBLE

COMPACTED AGGREGATEBASE COURSE

PROVIDE EXPANSIONJOINT ONLY IFABUTTING CONCRETEPAVEMENT

1" RADIUS

5"

FINISHED PAVEMENT

1"

2'-0

"

6"

FINISH GRADE

NOTE:1/4" PRE-MOLDED EXPANSION JOINT SHALL BE CONSTRUCTEDAS NEEDED (NOT TO EXCEED 75'-0"

1/2" RADIUS

EXPOSED FACE WITHBROOMED FINISH. CURBHEIGHT TO MATCH EXISTING

EXPANSIONJOINT FILLER

CONTROL JOINT. MARK W/SCORING TOOL 1" DEEP (TYP.)

EXPANSIONJOINT FILLER

4" THICK CONCRETE SIDEWALK, 3,500 PSI WWF 6x6 W1.4 x W1.4

20'-0"

5'-0" TYP.

1/2"

4"4"

FINISH GRADE

NOTE:PROVIDE EDGE EXPANSION JOINTS AT DOOR LOCATIONSAND AT EDGE OF BUILDING, TYPICAL.

6"

2'-0

"

6"

TOOLED CONTROL JOINT1

2" WIDE, MINIMUM 3 4"DEPTH 4" CONCRETESLAB WITH BROOM FINISH

4" COMPACTEDAGGREGATE BASE

CONCRETE 4,000 PSI

EXISTING ASPHALTPAVEMENT TOREMAIN

PROVIDEEXPANSION JOINTONLY IF ABUTTINGCONCRETEPAVEMENT

4" THICK CONCRETESIDEWALK

WWF 6x6 W1.4 x W1.4

CONCRETE CURBBEYOND

6"

2'-0

"

1" 5"1" RADIUS

EXPANSION JOINT

#4 BENT BAR @ 18"O.C.

#4 BARS TOP ANDBOTTOM, CONTINUOUS

31

31

37 37

31 31

34

40

36 35

34 34

3633

37

31

37

3633

3633

33

4834 34

47

47

47

47

47

34

16'-2 5/8"± 17'-7 3/4"± 23'-9 3/8"±

5'-1

"5'

-6"

9'-7

1/8

"±31

'-5 7

/8"±

6'-1

1 1/

4"±

R5'-0

"

19'-7

5/8

"±

19'-3 1/8"±

R4'-0"R

4'-0

"R4'-0"R

4'-0

"

R3'-0"

4'-2 3/4"

2'-8"

4'-7

1/4

"

3636

46

46

46

46

46

46

49

3'-0

"

3'-0" EQ.EQ.

A001

SITE PLAN

NOTES THIS DRAWING

A. REFER TO T001 FOR ADDITIONAL GENERAL NOTES.B. SEE SHEET A101 FOR ADDITIONAL SITE WORK.C. CURRENT CURB DEPTH VARIES FROM 4” TO 6”. GENERAL CONTRACTOR TO MATCH

EXISTING CURB HEIGHTS AND MAINTAIN POSITIVE DRAINAGE.D. AN ALLOWANCE OF $8,000.00 (EIGHT-THOUSAND DOLLARS) SHALL BE INCLUDED IN

THE CONTRACT PRICE FOR LANDSCAPING. THIS ALLOWANCE DOES NOT INCLUDETHE LANDSCAPE ROCK AND WEED FABRIC. LANDSCAPE ROCK AND WEED FABRICWILL BE INCLUDED IN THE BASE BID. IRRIGATION IS NOT INCLUDED IN THISALLOWANCE. LANDSCAPING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACOMPLETE SET OF DRAWINGS AND SPECIFICATIONS FOR PERMIT THAT MEETS CITYOF TROY STANDARDS, CONSTRUCTION AND ARCHITECTS REVIEW.

GENERAL NOTES:

SCALE: 1" = 20'-0"

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Job No.:

Drawn By:Scale:

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19-2109


Tel: (513) 455-5000Fax: (513) 455-5008


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SCALE:

DEMOLITION

1" = 20'-0"

SITE PLAN1

A001

SCALE:

RAMP

1/4" = 1'-0"

ENLARGED PLAN10

A001

SCALE:

ASPHALT PAVEMENT EDGE KEY

3/4" = 1'-0"

DETAIL8

A001

SCALE:

CONCRETE CURB/WALK

3/4" = 1'-0"

DETAIL5

A001SCALE:

HANDICAP SIGN

1/2" = 1'-0"

DETAIL6

A001SCALE:

CURB

3/4" = 1'-0"

DETAIL7

A001 SCALE:

SIDEWALK

3/4" = 1'-0"

DETAIL4

A001

SCALE:

CURB

3/4" = 1'-0"

DETAIL9

A001

SCALE:

SIDEWALK/CURB

1/8" = 1'-0"

PARTIAL SITE PLAN3

A001

1. REMOVE EXISTING TREE.2. REMOVE EXISTING SIDEWALK AND, RAMP, AND CURB.3. REMOVE EXISTING CONCRETE CURB.4. REMOVE EXISTING SIGN AND FOUNDATION.5. REMOVE EXISTING HANDICAP SIGN.6. REMOVE EXISTING TREES AND BUSHES AROUND EXISTING SIGN.7. SALVAGE EXISTING PARKING BLOCKS FOR RE-USE. SEE 2/A001 FOR RELOCATION.8. EXISTING LIGHT POLE TO REMAIN.9. REMOVE ASPHALT AND BASE AS NEEDED.10. REMOVE ASPHALT AND BASE.11. TO 30. NOT USED.

31. LANDSCAPE BED. SEE SPECIFICATIONS.32. RELOCATED PARKING BLOCKS PAINT CAUTION YELLOW (EXTERIOR GRADE PAINT).33. 1/4" (MAXIMUM) PER FOOT SLOPE. SLOPE AWAY FROM BUILDING.34. FACADE LIGHTS. REFER TO ELECTRICAL DRAWINGS.35. ADA ACCESSIBLE RAMP. SEE DETAIL 10/A001.36. CONCRETE SIDEWALK 1/4" PER FOOT (MINIMUM) SLOPE FOR DRAINAGE. SEE DETAIL 4/A001 AND 5/A001.37. CONCRETE CURB. SEE DETAIL 7/A001.38. PYLON/MONUMENT SIGN BY OWNER.39. NOT USED.40. CONCRETE WALK TO FLUSH WITH EXISTING ASPHALT. SEE DETAIL 9/A001.41. HANDICAP ACCESSIBLE PARKING SIGN. SEE DETAIL 6/A001.42. EXISTING CURB TO REMAIN. TYPICAL UNLESS NOTED OTHERWISE.43. ASPHALT PAVEMENT EDGE KEY. SEE DETAIL 8/A001.44. PARKING LOT RESURFACING. PREPARE PARKING LOT AS FOLLOWS. (PREP SURFACE AND JOINT AS NEEDED FOR EACH STEP): 44.a REMOVE/MILL TOP LAYER OF ASPHALT SURFACE COURSE (1 1/2" MINIMUM). 44.b FILL ALL LOW PLACES DUE TO RUTS, DIPS, ETC. REPAIR DAMAGED SUBGRADE AREA (MATCH EXISTING CONSTRUCTION ), FILL ALL CRACKS, PROVIDE JOINT SEALANT, BACKING MATERIALS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION AS DEMONSTRATED BY JOINT SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE.

COMPLY WITH RECOMMENDATIONS IN ASTM C 1193. USE OF JOINT SEALANTSAS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED.ASSURE PROPER DRAINAGE DURING CONSTRUCTION SO AS TO AVOIDPONDING.

44.c APPLY TACK COAT. APPLY SURFACE COURSE (SAME THICKNESS THAT WAS REMOVED). 44.d PAINT LINES AND GRAPHICS ON PARKING LOT AS SHOWN.45. TAPER ASPHALT AS NEEDED TO PREVENT PONDING AT RAMP ENTRANCE.46. INSTALL WEED FABRIC (20 YEAR WARRANTY) AND 2" OF LANDSCAPE ROCKS. LANDSCAPE ROCK TO MATCH EXISTING ROCK LOCATED ON SITE.47. ALIGN FACE OF CONCRETE WITH BASE OF PILASTER.48. FLAG POLE. SEE SHEET A101.49. DERO BIKE HITCH RACK - POST AND RING SYLE, IN-GROUND, 2-BIKE RACK. COLOR TO

BE SELECTED BY ARCHITECT.50. INSTALL TOPSOIL AS NEEDED TO MATCH EXISTING GRADE. SEED AS SPECIFIED.51. TO 101. NOT USED.

C

SCALE:

BICYCLE RACK

1/8" = 1'-0"

ENLARGED PLAN11

A001 C

C

C

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N 40%%D15'32" E

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S 40%%D15'32" W

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S 49%%D44'28" E

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N 49%%D44'28" W

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N 29%%D10'23" E

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N 25%%D19'09" E

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N 53%%D46'34" W

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N 49%%D44'28" W

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324.52'

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138.5"

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324.52'

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56.64"

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38.46'

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57.88'

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10.0'

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39.40' (CHORD)

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S 85%%D15'32" W

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35.36' (CHORD)

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N 40%%D15'32" E

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S 49%%D44'28" E

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N 49%%D44'28" W

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N 29%%D10'23" E

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N 25%%D19'09" E

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N 53%%D46'34" W

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N 49%%D44'28" W

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324.52'

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138.5"

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324.52'

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56.64"

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38.46'

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57.88'

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10.0'

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39.40' (CHORD)

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S 85%%D15'32" W

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35.36' (CHORD)

1

A B

VESTIBULE101

CONFERENCE103

OFFICE104

OFFICE105

TELLER106

WORK AREA107

LOUNGE110

RESTROOM108

JAN.109

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A B

1

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12

14

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16

20

21

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29

36 36

36

34

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TAPERED ALUMINUMFLAGPOLE.

WATERPROOF SEALANT

HARDWOOD WEDGES

FINISH GRADE

FILL SPACE w/ PACKEDDRY SAND.

GALVANIZED CORRUGATEDSTEEL TUBE.

CONCRETE FLAGPOLEFOUNDATION. SIZE ASRECOMMENDED BY POLEMANUFACTURE.

STEEL BASE PLATE

SPIKE SUPPORT PLATE

GROUNDING ROD

WELDED STEEL WEDGES

ALUMINUM COVER PLATE

A101

FLOOR PLAN

SCALE: 1/4"=1'-0"

FLOOR PLAN1

A101

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DESCRIPTION DATENO.


Job No.:

Drawn By:Scale:

RWH, BBJAS NOTED

19-2109


Tel: (513) 455-5000Fax: (513) 455-5008


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09/23/20



GENERAL NOTES:

PARTITION LEGEND:A. 5/8" GYPSUM WALLBOARD EACH SIDE OF 3-5/8" METAL STUDS @ 16" O.C. WITH 3-1/2" SOUND ATTENUATION BLANKETS. EXTEND

ENTIRE ASSEMBLY FULL HEIGHT.

B. 5/8" GYPSUM WALLBOARD ROOM SIDE ONLY OF 1" WOOD FURRING STRIPS @ 16" O.C. EXTEND ENTIRE ASSEMBLY FULL HEIGHT.

C. 5/8" GYPSUM WALLBOARD ROOM SIDE ONLY OF 2-1/2" METAL STUDS @ 16" O.C. WITH 2-1/2" R-12.5 RIGID FOAM INSULATION.EXTEND ENTIRE ASSEMBLY FULL HEIGHT.

D. 5/8" GYPSUM WALLBOARD EACH SIDE OF 3-5/8" METAL STUDS @ 16" O.C. EXTEND ENTIRE ASSEMBLY TO 59 1/2" A.F.F. INSTALL3/4" FRT PLYWOOD AT 58 3/4" A.F.F. FOR SOLID SURFACE ATTACHMENT. FINISHED HEIGHT WITH SOLID SURFACE TO BE 60" A.F.F.

E. 5/8" GREEN BOARD WALL BOARD ROOM SIDE ONLY OF 6" METAL STUDS @ 16" O.C. WITH 6" SOUND ATTENUATION BLANKETS.EXTEND ENTIRE SYSTEM FULL HEIGHT.

F. 5/8" GYPSUM WALL BOARD ROOM SIDE ONLY OF 3-5/8" METAL STUDS @ 16" O.C. WITH 2-1/2" R-12.5 RIGID FOAM INSULATION.EXTEND ENTIRE ASSEMBLY FULL HEIGHT.

G. 5/8" GYPSUM WALL BOARD ROOM SIDE ONLY OF 3-5/8" METAL STUDS @ 16" O.C. EXTEND ENTIRE ASSEMBLY FULL HEIGHT.

H. 5/8" GREEN BOARD ADHERED TO CMU WALL ROOM SIDE ONLY.

SPECIAL NOTES:* ALL INTERIOR PARTITIONS ARE NON-LOAD BEARING UNLESS OTHERWISE NOTED* DEFLECTION TRACK ON ALL FULL HEIGHT PARTITIONS

A. REFER TO T001 FOR ADDITIONAL GENERAL NOTES.B. ALL DIMENSIONS ARE TO THE FACE OF MASONRY, POURED CONCRETE, OR METAL STUDS, UNLESS NOTED OTHERWISE.C. SHADED WALLS INDICATE NEW WALLS, TYPICAL.D. COORDINATE DOOR AND WINDOW SIZES AND OPENINGS WITH SCHEDULE ON SHEET A801. NOTIFY ARCHITECT OF ANY

DISCREPANCIES.E. PROVIDE BLOCKING TO ALL CASEWORK, COUNTERTOPS, EQUIPMENT, AND FURNITURE AS NEEDED.F. REFER TO INTERIOR FINISH PLANS FOR FINISH SCHEDULE, FLOORING MATERIAL, WALL FINISHES, AND PAINT COLORS.G. ALL RESTROOMS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD.H. FLOOR TRANSITIONS FOR DIFFERENT MATERIALS OR CHANGES IN FLOOR PATTERN SHALL OCCUR UNDER A DOOR WHEN IT

OCCURS IN A DOORWAY.I. ALIGN FINISH FACES OF WALLS WHEN TWO DIFFERENT PARTITION TYPES INTERSECT TO CREATE A UNIFORM WALL PLANE.J. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CAULKING ALL CASEWORK TO ADJACENT MATERIAL.K. ELECTRICAL CONTRACTOR SHALL REPAIR CONCRETE FLOORING REMOVED FOR NEW UNDER SLAB ELECTRIC.L. PLUMBING CONTRACTOR SHALL REPAIR CONCRETE FLOORING REMOVED FOR NEW SANITARY PIPING.M. GENERAL CONTRACTOR TO COORDINATE INSTALLATION OF BANKING EQUIPMENT, FURNITURE, MILLWORK AND ANY OTHER

EQUIPMENT ON DRAWINGS.N. AHD (MULE) MUST BE IN PLACE PRIOR TO INSTALLATION OF DOOR FRAMES OR AHD MAY NOT FIT. VERIFY SIZE AND

LOCATION WITH EQUIPMENT SUPPLIER.O. NOT USED.P. REFER TO STRUCTURAL DRAWINGS FOR STEEL COLUMN, HEADER, AND BEAM INFORMATION.Q. VERIFY ALL OPENING REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO INSTALLATION.

NOTES THIS DRAWING:1. HANDICAP PUSH PLATE MOUNTED ON BOLLARD.2. CONCRETE ISLAND.3. CORE DRILL EXISTING CONCRETE ISLAND FOR NEW BOLLARD LOCATION. INSTALL 4'-6", 4" Ø BOLLARD. BOLLARD TO PROJECT

2'-6" ABOVE ISLAND AND FILLED WITH CONCRETE. INSTALL 2'-6" PLASTIC BOLLARD COVER OVER PIPE AND CONCRETEBOLLARD. COLOR SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION.

4. CORE DRILL EXISTING CONCRETE ISLAND FOR NEW BOLLARD LOCATION. INSTALL 4'-6", 4" Ø BOLLARD. BOLLARD TO PROJECT2'-6" ABOVE ISLAND AND FILLED WITH CONCRETE. INSTALL 5'-0" PLASTIC BOLLARD COVER OVER PIPE AND CONCRETEBOLLARD. COLOR SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION.

5. PNEUMATIC TUBE SYSTEM BY BANK EQUIPMENT SUPPLIER. COORDINATE SIZE, LOCATION AND ROUTING WITH EQUIPMENTSUPPLIER. COORDINATE WORK WITH HVAC DUCT WORK, ELECTRICAL AND CEILING WORK.

6. BULLET RESISTANT DRIVE THRU WINDOW BY BANK EQUIPMENT SUPPLIER. VERIFY SIZE AND LOCATION WITH EQUIPMENTSUPPLIER.

7. AHD (MULE) BY BANK EQUIPMENT SUPPLIER. VERIFY SIZE AND LOCATION WITH EQUIPMENT SUPPLIER.8. ATM BY BANK EQUIPMENT SUPPLIER. VERIFY SIZE AND LOCATION WITH EQUIPMENT SUPPLIER.9. CASH RECYCLER BY BANK EQUIPMENT SUPPLIER. VERIFY SIZE AND LOCATION w/ EQUIPMENT SUPPLIER, COORDINATE WITH

CASEWORK SUPPLIER.10. COUNTERTOPS/CASEWORK BY CASEWORK CONTRACTOR - REFER TO I500`S FOR DETAILS.11. REFRIGERATOR BY OWNER. DESIGN BASED ON GE 15.5 CU FT MODEL # GTE16GTHWW.12. PROVIDE AND INSTALL RECESSED FIRE DEPARTMENT KEY BOX IN A LOCATION AS APPROVED BY THE FIRE DEPARTMENT.13. COPIER BY OWNER. VERIFY CHOSEN MODEL WITH CASEWORK DRAWINGS FOR FIT.14. SEMI-RECESSED FIRE EXTINGUISHER CABINET WITH A 10LB. MULTIPURPOSE DRY CHEMICAL FIRE EXTINGUISHER UL RATED

4-A:60-B-C. FINAL LOCATION PER FIRE INSPECTORS RECOMMENDATIONS.15. ALUMINUM STOREFRONT ENTRY SYSTEM. SEE STOREFRONT TYPES, SHEET A 801 FOR ELEVATIONS. SEE SPECIFICATIONS FOR

MANUFACTURER.16. INTERIOR ALUMINUM STOREFRONT SYSTEM. SEE STOREFRONT TYPES, SHEET A801 FOR ELEVATIONS. SEE SPECIFICATIONS

FOR MANUFACTURER.17. SINK - REFER TO PLUMBING DRAWINGS.18. SURFACE MOUNTED ELECTRICAL PANEL - REFER TO ELECTRICAL DRAWINGS.19. RE-LOCATED WATER SERVICE AND NEW BACK FLOW PREVENTER.- REFER TO PLUMBING DRAWINGS.20. WALK OFF MAT - REFER TO ROOM FINISH SCHEDULE, SHEET I101.21. MOP SINK - REFER TO PLUMBING DRAWINGS.22. MECHANICALLY FASTEN FRP PANEL FROM FINISH FLOOR TO 4'-0" AFF. INSTALL GREEN BOARD BEHIND FRP PANEL.23. PROVIDE BLOCKING IN WALL. ANCHOR 2x4 VERTICALLY FROM 30" AFF TO 84" AFF. SEE GENERAL NOTE "E" THIS SHEET.24. DUAL HANDICAP PUSH PLATE.25. HANDICAP PUSH PLATE.26. UNDER COUNTER STEEL BY BANK EQUIPMENT SUPPLIER. VERIFY SIZE AND LOCATION W/ EQUIPMENT SUPPLIER, COORDINATE

WITH CASEWORK SUPPLIER.27. GRAPHIC WALL BY GRAPHIC CONTRACTOR. NO EQUIPMENT SWITCHES, OUTLETS, OR OTHER DEVICES SHALL BE LOCATED ON

THIS WALL UNLESS COORDINATED WITH ARCHITECT. LEVEL 5 FINISH.28. SELF SERVE BOXES BY BANK EQUIPMENT SUPPLIER. VERIFY SIZE AND LOCATION w/ EQUIPMENT SUPPLIER29. T.V. BY OWNER. PROVIDE CONTINUOUS 2x12 BLOCKING BETWEEN METAL STUDS FROM 72” TO 96” A.F.F. TOE NAIL OR STRAP

BLOCKING TO STUDS IN ADDITION TO END NAILING. COORDINATE WITH ELECTRICAL DRAWINGS. DESIGN BASED ON LG 43"CLASS LED- MODEL NO:43LK5700PUA.

30. STEEL BEAM ABOVE.31. SERVER BY OWNER.32. CONDUIT RUNS. SEE ELECTRICAL DRAWINGS.33. EXISTING STEEL COLUMN TO REMAIN.34. STEEL COLUMN. SEE STRUCTURAL DRAWINGS.35. EXISTING VAULT DOOR. TACK WELD TO OPEN POSITION.36. LINE OF ROOF CANOPY ABOVE.37. PONY WALL SUPPORT BASED OFF SCAFCO STEEL STUD COMPANY 48" PONY WALL SUPPORT.38. SERVER CAGE. SEE SPECIFICATIONS FOR DETAILS.39. CONCRETE CURB. INSTALL PER DETAIL 7/A001.40. SURROUND BY BANK EQUIPMENT SUPPLIER. VERIFY SIZE AND LOCATION WITH EQUIPMENT SUPPLIER.41. CONCRETE ISLAND. INSTALL PER DETAIL 2/A514.42. PATCH/INFILL SLAB WITH CONCRETE FROM REMOVED FLOOR BOX ASSEMBLY. INFILL SHALL BE FLUSH WITH EXISTING SLAB.43. PATCH/INFILL SLAB WITH CONCRETE FROM ADDED COLUMN AND FOOTER. MATCH EXISTING CONSTRUCTION. INFILL SHALL BE

FLUSH WITH EXISTING SLAB.44. CONCRETE SIDEWALK. INSTALL PER DETAIL 5/A001.45. ALIGN FINISH FACES.46. WRAP COLUMN WITH STAINLESS STEEL WRAP. COORDINATE SIZE WITH BULLET RESISTANT DRIVE THRU WINDOW PROVIDER.

PAD COLUMN AS NEEDED FOR WRAP.47. 6" THICK CONCRETE STOP PAD WITH #42 WWF AT EACH DRIVE UP LANE. PLACE 4" OF COMPACTED GRANULAR FILL UNDER

CONCRETE.48. 20'-0" ALUMINUM FLAG POLE WITH INTERNAL ROPE W/ CLAM CLEAT INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SEE

2/A101 FOR ADDITIONAL DETAIL.49. FLAG POLE LIGHTS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL DETAILS.50. INSTALL WEED FABRIC (20 YEAR WARRANTY) AND 2" OF LANDSCAPE ROCKS TO MATCH EXISTING ROCK LOCATED ON SITE.51. PAINT PEDISTAL TO MATCH BUILDING.52. PATCH EXISTING CONCRETE AT THRESHOLD.53. (2) 4' x 8' SHEETS OF 3/4" FRT PLYWOOD ATTACHED VERTICALLY WITH TOP EDGE AT 8'-6" A.F.F. TO CLEAR BASE, PAINT TO

MATCH ADJACENT WALL. SEE ELECTRICAL FOR ADDITIONAL DETAILS.54. MASONRY SILL BELOW. REFER TO STRUCTURAL FOR ADDITIONAL DETAIL. FRAMING TO MATCH TO ADJACENT CONSTRUCTION.

SEE DETAILS 7/A510 AND 4/A511 FOR SIMILAR FINISHING DETAILS.

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DESCRIPTION DATENO.


Job No.:

Drawn By:Scale:

RWH, BBJAS NOTED

19-2109


Tel: (513) 455-5000Fax: (513) 455-5008


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09/23/20



SCALE:

FLAGPOLE

3/4"=1'-0"

DETAIL2

A101

C

C

C

1

5

22

2

2

3

3

3

3

3 3

3

4TYP.

7

7

6

7

77

15'-8"±

23'-8

" ±

2'-8

"±

2'-8

"±

12'-6

"±10

'-4"±

1'-4

"±10

'-4"±

6

7

6

7

6

9

8

A

RESTROOM108

B

C

D

E

FG

H

I

J

K

6" METAL STUDS @ 16" O.C.

CAST STONE SILL BELOW

STONE VENEER BELOW

1" E.I.F.S. ONAPPROVED SUBSTRATE

E.I.F.S. COMPATIBLESEALANT WITH CLOSEDCELL BACKER ROD

EXISTING BRICK VENEER

EXISTING CMU WALL

EXISTING CONCRETEVAULT WALL

INTERIOR PARTITIONREFER TO FLOOR PLANFOR TYPE

5/8" EXTERIOR GRADEPLYWOOD SHEATHING

APPROVEDMOISTURE/AIR BARRIERAT SHEATHING

INTERIOR WALL PARTITIONREFER TO FLOOR PLANFOR TYPE


EXISTING CMU WALL




STONE VENEER BELOW



5/8" GYPSUM BOARD RETURN

"J" BEAD

CAULK ENTIRE PERIMETER


STONE VENEER BELOW

ALUMINUM STOREFRONTWITH 1" INSULATING GLASS.SEE A801 FOR ADDITIONALDETAILS.




EXISTING CMU WALL

ALUMINUM STOREFRONTWITH 1" INSULATING GLASS

"J" BEAD


E.I.F.S. COMPATIBLESEALANT WITH CLOSED CELLBACKER ROD


STONE VENEER BELOW






ATM & AHD SURROUND. VERIFYSIZE AND LOCATION WITH BANKEQUIPMENT SUPPLIER.COORDINATE FINAL OPENINGPRIOR TO FABRICATION. BANKEQUIPMENT SUPPLIER TO SEALUNIT TO BUILDING AND MAKEWATER TIGHT (ENTIRE PERIMETER)

EXISTING CMU WALL ANDBRICK VENEER (TYP.)


STONE VENEER BELOW

INTERIOR WALL PARTITION.SEE FLOOR PLAN FOR TYPE

1x4 WOOD TRIM RIPPEDTO SIZE AS NEEDED (TYP.)

1'-6 1/2"

6" METAL STUDS @ 16" O.C. w/6" R-21 BATT INSULATION (TYP.)

5/8" GYPSUM BOARD (TYP.)

BRICK VENEER W/ 6" CMU BACKUPTO ALIGN WITH EXISTING MASONRY.BRICK TIES @ 16" EACH WAY.

BULLET RESISTANTDRIVE-THRU WINDOW BYBANK EQUIPMENT SUPPLIER

ATM BY BANKEQUIPMENT SUPPLIER

3'-5"CRITICAL - OPENING

4'-7"CRITICAL - OPENING

1"

10 5/8"CRITICAL

AHD BY BANKEQUIPMENT SUPPLIER

2'-3 11/16"

1"1"1"

EQUIPMENT CLEARANCE (TYP.) STUFFINSULATION IN GAP ALL SIDES OFEQUIPMENT TO PREVENT AIR LEAKAGE

2-1/2" METAL STUDS @ 16" O.C. w/2-1/2" R-12.5 BATT INSULATION (TYP.)

INTERIOR WALL PARTITION.SEE FLOOR PLAN FOR TYPE

3'-2

7/8

"±

1/4" SHIM (TYP.)

1" 1"

1" ANGLE BY EQUIPMENT SUPPLIER

STONE VENEER AND LINTELSHALL STOP AT ANGLE

31

31

31

31

31

32

33

33

33

37

35

35

34

34

37

34

34

34

34 34

34

SLOPE1/4" : 12" (TYP.)

SLOPE1/4" : 12"

(TYP.)

36

39

39

SLO

PE

1/4"

: 12

" (T

YP.)

(TYP.)

40

(TYP.)

40

32

32

38

4142

5A515

EXISTING CMU WALL



CASEWORK

"J" BEAD


LINE OF INTERIOR WALLPARTITION BELOW

BULLET RESISTANT DRIVE-THRUWINDOW BY BANK EQUIPMENTSUPPLIER

BRICK ROW LOCK SILL BELOW

EXISTING CONCRETE VAULT WALL


WOOD FRAME JAMB. SEE DETAIL4/A801


EXISTING CONCRETE VAULT WALL

EXISTING VAULT DOORAND HINGE

INTERIOR WALLPARTITION. REFER TOFLOOR PLAN FOR TYPE

CAULK ENTIREPERIMETER



EXISTING VAULT DOORFRAME

EXISTING VAULT DOORFRAME

A102

ROOF PLAN &ENLARGED PLANS

SCALE:

DEMOLITION

1/8"=1'-0"

ROOF PLAN1

A102

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DESCRIPTION DATENO.


Job No.:

Drawn By:Scale:

RWH, BBJAS NOTED

19-2109


Tel: (513) 455-5000Fax: (513) 455-5008


THIS

DO

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GENERAL NOTES:A. REFER TO T001 FOR ADDITIONAL GENERAL NOTES.B. ALL DIMENSIONS ARE TO THE FACE OF MASONRY, POURED CONCRETE, OR

METAL STUDS, UNLESS NOTED OTHERWISE.C. SHADED WALLS INDICATE NEW WALLS, TYPICAL.D. COORDINATE DOOR AND WINDOW SIZES AND OPENINGS WITH SCHEDULE

ON SHEET A801. NOTIFY ARCHITECT INCASE OF ANY DISCREPANCIES.E. PROVIDE BLOCKING TO ALL CASEWORK, COUNTERTOPS, EQUIPMENT, AND

FURNITURE AS NEEDED.F. REFER TO INTERIOR FINISH PLANS FOR FINISH SCHEDULE, FLOORING

MATERIAL, WALL FINISHES, AND PAINT COLORS.G. ALL RESTROOMS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD.H. FLOOR TRANSITIONS FOR DIFFERENT MATERIALS OR CHANGES IN FLOOR

PATTERN SHALL OCCUR UNDER A DOOR WHEN IT OCCURS IN A DOORWAY.I. ALIGN FINISH FACES OF WALLS WHEN TWO DIFFERENT PARTITION TYPES

INTERSECT TO CREATE A UNIFORM WALL PLANE.J. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CAULKING ALL

CASEWORK TO ADJACENT MATERIAL.K. ELECTRICAL CONTRACTOR SHALL REPAIR CONCRETE FLOORING REMOVED

FOR NEW UNDER SLAB ELECTRIC.L. PLUMBING CONTRACTOR SHALL REPAIR CONCRETE FLOORING REMOVED

FOR NEW SANITARY PIPING.M. GENERAL CONTRACTOR TO COORDINATE INSTALLATION OF BANKING

EQUIPMENT, FURNITURE, MILLWORK AND ANY OTHER EQUIPMENT ONDRAWINGS.

NOTES THIS DRAWING:1. REMOVE EXISTING EPDM MEMBRANE AND ALL ASSOCIATED HARDWARE,

UNDERLAYMENT AND FASTENERS.2. REMOVE EXISTING KICKER AS NEEDED FOR NEW CONSTRUCTION.3. EXISTING KICKER TO REMAIN.4. REMOVE EXISTING WALKWAY PAD.5. REMOVE ALL ABANDONED VENTS, PIPES AND CONDUITS.6. REMOVE EXISTING PARAPET AS INDICATED ON DEMOLITION WALL

SECTIONS FOR NEW CONSTRUCTION.7. REMOVE EXISTING METAL COPING.8. REMOVE EXISTING HVAC EQUIPMENT. SEE MECHANICAL DRAWINGS.9. REMOVE EXISTING WALL. SEE STRUCTURAL DRAWINGS.

10. TO 30. NOT USED.

31. OUTLINE OF WALL BELOW.32. EPDM ROOF SYSTEM. WITH TAPERED INSULATION AS NEEDED FOR POSITIVE

DRAINAGE.33. PREFINISHED METAL ROOF SCUPPER COLLECTOR BOX. INSTALL ROOF

SCUPPER FLASHING AND SEALANTS PER MANUFACTURER'SSPECIFICATIONS FOR A WATERTIGHT ROOF DRAINAGE SYSTEM.

34. PRE-FINISHED ALUMINUM ROOF EDGE WITH DRIP.35. PRE-MANUFACTURED ENTRANCE CANOPY. SEE SPECIFICATIONS FOR

DETAILS.36. LADDER ACCESS LANDING PLATFORM. SEE SPECIFICATIONS FOR DETAILS.37. STANDING SEAM METAL ROOF. SEE SPECIFICATIONS FOR DETAILS.38. TAPERED INSULATION ROOF SADDLE.39. PREFINISHED METAL GUTTER AND DOWNSPOUT.40. WALK PADS, TYPICAL.41. HEAT PUMP. SEE MECHANICAL DRAWINGS.42. ENERGY RECOVERY VENTILATOR, SEE MECHANICAL DRAWINGS.

A. 36" GRAB BAR (BOBRICK B-5806) AT 34" A.F.F. TO CENTER OF GRAB BAR.B. 42" GRAB BAR (BOBRICK B-5806) AT 34" A.F.F. TO CENTER OF GRAB BAR.C. 18" VERTICAL GRAB BAR (BOBRICK B-5806) AT 40" A.F.F. TO BOTTOM OF GRAB BAR.D. TOILET TISSUE DISPENSER (BOBRICK B-2740) AT 24" A.F.F. TO CENTER OF TOILET TISSUE

DISPENSER.E. MIRROR (BOBRICK B-165 2436) AT 40" MAXIMUM A.F.F. TO BOTTOM OF MIRROR.F. WALL MOUNTED SINK AT 34" A.F.F. TO TOP OF RIM OF SINK. PROVIDE A CLEARANCE OF AT

LEAST 29" A.F.F. TO BOTTOM OF APRON. PROVIDE HANDICAP ACCESSIBLE FAUCET ANDLEVERS. INSULATE HOT WATER PIPING. CENTER SINK 1'-4" FROM ADJACENT WALL. REFER TOPLUMBING DRAWINGS.

G. WATER CLOSET. TOP OF WATER CLOSET SEAT SHALL BE 17"-19" A.F.F. CENTER WATERCLOSET 18" FROM ADJACENT WALL. REFER TO PLUMBING DRAWINGS.

H. COMBINATION PAPER TOWEL DISPENSER AND WASTE RECEPTACLE (BOBRICK B-369) AT 52"A.F.F. TO BOTTOM OF PAPER TOWEL DISPENSER.

I. COAT HOOK (BOBRICK B-6827) AT 54" A.F.F. TO CENTER OF COAT HOOK.J. ADA HANDICAP RESTROOM SIGN AT 60" A.F.F. TO BASELINE OF SIGN LETTERING (UNISEX).K. SOAP DISPENSER BY OWNER

SCALE:

ENLARGED

1/2"=1'-0"

FLOOR PLAN7

A102

SCALE:

ENLARGED PARTIAL

1 1/2"=1'-0"

FLOOR PLAN8

A102

SCALE:

ENLARGED PARTIAL

1 1/2"=1'-0"

FLOOR PLAN4

A102

SCALE:

ENLARGED PARTIAL

3/4"=1'-0"

FLOOR PLAN9

A102

SCALE:

ENLARGED PARTIAL

1 1/2"=1'-0"

FLOOR PLAN6

A102

SCALE: 1/8"=1'-0"

ROOF PLAN2

A102SCALE:

ENLARGED PARTIAL

1 1/2"=1'-0"

FLOOR PLAN3

A102

SCALE:

ENLARGED PARTIAL

1 1/2"=1'-0"

FLOOR PLAN5

A102

TOILET ROOM ACCESSORIES:

C

C

C C

VESTIBULE101

CONFERENCE103

OFFICE104

OFFICE105

TELLER106

WORK AREA107

LOUNGE110

RESTROOM108

JAN.109

WAITING102

ATM/ND112

SERVERENCLOSURE

111

EG

EG

EG

8'-10"

8'-0"

8'-2"

8'-2"

8'-2"

8'-3"

8'-3"

8'-0"

8'-0"

8'-2"

8'-0"

8'-0"

8'-4"

7'-3"

EXISTING

OPEN TOSTRUCTURE

7'-10"

EXISTING TO REMAIN

MATCHEXISTING

7'-0"

2 2 2

1

1

1

2'-6"

7 1/4"

12'-10 3/4"

7 1/4"

2'-6"4'

-7 5

/8"

2'-6

3/4

"

1

7'-11"

2'-1

0 1/

4"±

3 5/

8"

EQ

.E

Q.

5

5

5

6

6

2A201

3A201

7

888

8 8 8

88 8

7'-9 5/8"

7'-9 5/8"

9 9

9

9

3

3

3

EXISTING TO REMAIN

EXISTING TO REMAIN

4

4

4

4

4

3

3

3

1

1"1"

3

7'-0"

EQ. 5'-11 3/4"

1'-8

"

6'-0 7/8" EQ.

EXISTING HOLLOW CORECONCRETE PLANKS TOREMAIN

ACOUSTICALCEILING - REFER TOREFLECTED CEILINGPLAN FOR HEIGHT

3 5/8" METAL STUDS@ 16" O.C.

6"

SUSPENDED ACOUSTICALCEILING - REFER TOREFLECTED CEILING PLANFOR HEIGHT

1/2" GYPSUM BOARD, ALLEXPOSED SURFACES

3 5/8" METAL STUDS@ 16" O.C.

SUSPENDED ACOUSTICALCEILING - REFER TOREFLECTED CEILING PLANFOR HEIGHT


EXISTING HOLLOW CORE CONCRETEPLANKS TO REMAIN. REFER TO SHEET I101FOR NEW FINISH AT EXPOSED PLANKS


WALL PARTITION. SEE SHEETA101 FOR TYPES

3 5/8" METAL STUDS @ 16" O.C.

"J" BEAD

A201

REFLECTED CEILING PLAN

SCALE:

REFLECTED

1/4"=1'-0"

CEILING PLAN1

A201

GENERAL NOTES:A. REFER TO T001 FOR ADDITIONAL GENERAL NOTES.B. ALL DIMENSIONS ARE TO THE FACE OF MASONRY, POURED CONCRETE, OR

METAL STUDS, UNLESS NOTED OTHERWISE.C. REFER TO INTERIOR FINISH PLANS FOR FINISH SCHEDULE AND PAINT

COLORS.D. ALL MEANS OF EGRESS ILLUMINATION (NIGHT LIGHTS) AND EMERGENCY

MEANS OF EGRESS ILLUMINATION ( EMERGENCY LIGHTING) SHALL PROVIDENOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE PER THE2017 OBC. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONALINFORMATION.

E. LIGHTING AND HVAC SHOWN FOR REFERENCE. REFER TO ELECTRICAL ANDMECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

F. ALL CEILING GRIDS ARE CENTERED IN ROOMS UNLESS OTHERWISE NOTED.G. LAY 4'-0" OF 3 1/2" SOUND ATTENUATION BLANKETS ON THE PERIMETER OF

THE CEILING IN ALL ROOMS THAT HAVE SOUND ATTENUATION BLANKETS INTHE WALLS AND WALL ASSEMBLIES THAT DOES NOT GO FULL HEIGHT.

NOTES THIS DRAWING:

CEILING LEGEND:

2'x4' LAY-IN LED DIRECT / INDIRECT LIGHT FIXTURE

2'x2' LAY-IN LED DIRECT / INDIRECT LIGHT FIXTURE

14"X14" LED AREA LIGHT

10"x10" LED CANOPY LIGHT

RECESSED LED CAN LIGHT FIXTURE

SURFACE MOUNTED LED CAN LIGHT FIXTURE

LED CEILING LIGHT FIXTURE

ACOUSTIC CEILING GRID

GYPSUM BOARD CEILING

EXHAUST FAN

SUPPLY DIFFUSER

RETURN DIFFUSER

RETURN GRILL

INDICATES CEILING HEIGHT

E.I.F.S.

CEILING CASSETE (HVAC)

SIDE WALL SUPPLY GRILL

1. PAINTED GYPSUM WALLBOARD BULKHEAD.2. CENTER LIGHTING FIXTURE OVER DEAL PLATE. COORDINATE WITH CASEWORK

SUPPLIER.3. EXPOSED CONCRETE PLANK. PAINT PER SHEET I100 DRAWINGS.4. ROOF LINE ABOVE5. REMOTE TELLER SYSTEM. COORDINATE SIZE, LOCATION & ROUTING WITH

BANK EQUIPMENT SUPPLIER. COORDINATE WORK WITH HVAC DUCTWORK,ELECTRICAL & CEILING WORK.

6. PRENGINEERED METAL CANOPY.7. 16"X16" LOCKABLE ACCESS DOOR. PAINT TO MATCH SOFFIT COLOR.8. PATCH EXISTING HOLLOW CORE CONCRETE PLANKS TO LIKE NEW CONDITION.

PREPARE SURFACES AS NEEDED FOR NEW FINISH.9. E.I.F.S. SOFFIT.

9'-0"

SCALE: 3/4"=1'-0"

BULKHEAD DETAIL2

A201

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DESCRIPTION DATENO.


Job No.:

Drawn By:Scale:

RWH, BBJAS NOTED

19-2109


Tel: (513) 455-5000Fax: (513) 455-5008


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09/23/20



SCALE: 3/4"=1'-0"

BULKHEAD DETAIL3

A201

C

C

T/PARAPETELEV. 113'-0"±

T/PARAPETELEV. 114'-8"

T/SILLELEV. 104'-8"

T/SILLELEV. 102'-9 3/8"

FINISH FLOORELEV. 100'-0"

T/ROOFELEV. 117'-5"±


T/SILLELEV. 104'-8"

T/SILLELEV. 102'-9 3/8"



CQ

3

10

7

5

9

2

1TYP.

21

TYP.

44

6 5

13

8

11

16 16 162020 2418 19 25

11

2

1TYP.

TYP.

21

5

23 7

6

28

BA501

BA501

28

1 2 1 2

30

32

22

33

2A515

3A515

Greenville Federal



T/PARAPETELEV. 114'-8"

T/SILLELEV. 104'-8"

T/SILLELEV. 102'-9 3/8"


20

17

11

5

16 16

23 23 236

5

10

5 7 6 22 5 5 7 6

10

7

5

9

2

1TYP.

TYP.

111111

11

2TYP.

1TYP.

21 1TYP.

4 4 4

2TYP.

3 3 3 3

14

2TYP.

FEED

21

20

8

31

AA501

AA501

29

28

29

28

1

2

28

32

32

1. CULTURED STONE VENEER. SEE SPECIFICATIONS.2. PRE-CAST STONE SILL. SEE SPECIFICATIONS.3. ALUMINUM STOREFRONT SYSTEM. REFER TO SHEET A801 FOR MORE DETAILS.4. CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR DETAILS.5. EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.). REFER TO SPECIFICATIONS FOR

DETAILS.6. PRE-FINISHED ALUMINUM ROOF EDGE WITH DRIP.7. PRE-FINISHED BREAK METAL WRAPPED FASCIA BOARD.8. PAINT GUTTER TO MATCH BRICK COLOR.9. PRE-ENGINEERED METAL CANOPY WITH SUPPORT HANGERS. SEE SPECIFICATIONS.10. STANDING SEAM METAL ROOF. SEE SPECIFICATIONS.11. STAIN EXISTING BRICK VENEER. CLEAN AND PREP PRIOR TO APPLYING FINAL

FINISH. SEE SPECIFICATIONS.12. PRE-FINISHED 3x4 DOWNSPOUT. DAYLIGHT TO GRADE.13. PRE-FINISHED 6x9 SCUPPER AND COLLECTOR BOX AND 3x4 DOWNSPOUT.

CONNECT TO EXISTING UNDERGROUND STORM WATER SYSTEM. SEE DETAIL4/A516.

14. PRE-FINISHED 6x9 SCUPPER AND COLLECTOR BOX AND 3x4 DOWNSPOUT.DAYLIGHT TO GRADE. SEE DETAIL 4/A516

15. LANE SIGN. REFER TO ELECTRICAL DRAWINGS FOR MORE DETAILS.16. BOLLARD. SEE SHEET A101 FOR SIZE AND LOCATIONS.17. EXISTING CONCRETE ISLAND.18. ATM BY BANK EQUIPMENT SUPPLIER.19. AFTER HOURS DEPOSITORY BY BANK EQUIPMENT SUPPLIER.20. REMOTE PNEUMATIC TELLER SYSTEM BY BANK EQUIPMENT SUPPLIER.

COORDINATE SIZES, LOCATION AND ROUTING WITH SUPPLIER21. EXISTING CONCRETE SIDEWALK/CURB.22. ILLUMINATED SIGN PROVIDED AND INSTALLED BY OWNER. GENERAL CONTRACTOR

TO COORDINATE ELECTRIC. SEE ELECTRICAL DRAWINGS.23. 3/4" WIDE "V-GROOVE" SCORING JOINT, TYPICAL.24. ATM/AHD SURROUND BY BANK EQUIPMENT SUPPLIER. VERIFY SIZE AND LOCATION

WITH BANK EQUIPMENT SUPPLIER.25. PATCH WALL TO LIKE NEW CONDITION FROM REMOVED WALL MOUNTED BOX /

LIGHT FIXTURE / COLUMN MOUNTED DISPLAY ASSEMBLY.26. E.I.F.S. BEYOND.27. HOLLOW METAL DOOR AND FRAME. REFER TO SHEET A801 FOR DETAILS.28. PRE-FINISHED ALUMINUM GUTTER AND 3x4 DOWNSPOUT. DAYLIGHT TO MAIN

ROOF. COLOR TO BE FIRESTONE "SHERWOOD GREEN".29. SNOW RETENTION SYSTEM. COLOR TO MATCH STANDING SEAM METAL ROOF.30. E.I.F.S. HORIZONTAL JOINT. SEE DETAIL 6/A601.31. ROOF ACCESS PLATFORM. SEE SPECIFICATIONS.32. TOOTH IN BRICK AROUND OPENING.33. BRICK INFILL. BRICK SHALL MATCH COLOR, FINISH AND SIZE.

DRAWINGS (A401 & A402):NOTES ON

PRECAST CONCRETE SILL

STONE VENEER

EXISTING BRICK TO BE STAINED

METAL COLOR #1

E.I.F.S. #1

E.I.F.S. #2

METAL COLOR #2

SCALE:

SOUTH

1/4"=1'-0"

ELEVATION1

A402

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DESCRIPTION DATENO.


Job No.:

Drawn By:Scale:

RWH, BBJAS NOTED

19-2109


Tel: (513) 455-5000Fax: (513) 455-5008


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09/23/20



A402

ELEVATIONS

SCALE:

EAST

1/4"=1'-0"

ELEVATION2

A402

GENERAL NOTES:A. REFER TO T001 FOR ADDITIONAL GENERAL NOTES.B. REFER TO MATERIAL AND COLOR LEGEND, AND SPECIFICATIONS, SHEET A901,

FOR EXTERIOR MATERIALS AND COLORS-TYPICAL.C. REFER TO SHEET A801 FOR DOOR SCHEDULE AND WINDOW ELEVATIONS.

MATERIAL & COLOR LEGEND:REFER TO SPECIFICATIONS, SHEET A901, FOR MATERIAL COLORS.

C C

1/A514

EXISTING STRUCTURAL BEAM TOREMAIN

REMOVE EXISTING SOFFIT ANDFRAMING

T/SLABELEV. 100'-0"

B/PLANKELEV. 109'-4"±

EXISTING BRICK VENEER COLUMNTO REMAIN

NOTE: ALL NOTES & MATERIALS SHOWN ON 1/A510 & 2/A510 ARE TYPICAL FOR ALL WALL SECTIONS & DETAILS EXCEPT WHERE OTHERWISE NOTED.

REMOVE EXISTING ASPHALTDRIVE. SEE D101 FORADDITIONAL DETAILS

REMOVE EXISTING CONCRETEISLAND. SEE D101 FORADDITIONAL DETAILS

EXISTING COLUMN FOUNDATIONBEYOND TO REMAIN

EXISTING CONCRETE PLANK TOREMAIN

EXISTING EPDM MEMBRANE ANDINSULATION TO BE REMOVED

A5145

A5146



T/SLABELEV. 100'-0"±

T/CASEWORKELEV. 103'-4"

T/OPENINGELEV. EXISTING TO REMAIN

T/MASONRYELEV. EXISTING TO REMAIN

CONCRETE STOP PAD.SEE SHEET A101 FORMORE DETAIL

CONCRETE CURB /WALK DETAIL. SEEDETAIL 9/A001

5/8" EXTERIOR GRADE PLYWOOD

1" E.I.F.S. ON APPROVED SUBSTRATE

3 5/8" METAL STUDS @ 24" O.C. BRACEAS NEEDED

EXISTING STEEL BEAM TO REMAIN

PROVIDE A HOLE IN BEAM FOR REMOTETELLER SYSTEM. COORDINATE SIZE,LOCATION AND INSTALLATION WITHEQUIPMENT SUPPLIER. SEE STRUCTURALDRAWINGS FOR MORE DETAILS

REMOTE TELLER SYSTEM BEYOND


STOP PAD. SEE SHEET A001FOR ADDITIONAL DETAILS

6"

2'-0

"

6"MATCH EXISTING 4" COMPACTEDAGGREGATE BASE

WWF 6x6 W1.4 x W1.4

CONCRETE ISLAND.4000 PSI

6"

STAIN EXISTING BRICK VENEER BEYOND

STONE VENEER BASE BEYOND

STONE SILL BEYOND

EIFS DRIP, TYPICAL

APPROVED MOISTURE/AIR BARRIER ATSHEATHING

T/SLABELEV. 100'-0"


EXISTING CMU AND BRICKVENEER TO REMAIN.

REMOVE EXISTING TELLERWINDOW AND FRAMES

REMOVE PLYWOOD,BULKHEAD FRAMINGAND INSULATION

REMOVE EXISTINGSOFFIT ANDFRAMING


EXISTING FOUNDATIONTO REMAIN.

EXISTING FLOOR SLABTO REMAIN.

REMOVE CONCRETESIDEWALK / CURB. SEESHEET D101 FORADDITIONAL DETAILS.

REMOVE EXISTINGCOUNTERTOP ANDCASEWORK. SEE SHEETD101 FOR ADDITIONALDETAILS.

EXISTING EPDM MEMBRANE ANDINSULATION TO BE REMOVED.

EXISTING CONCRETEPLANKS TO REMAIN

EXISTING LINTEL ANDBRICK, BRICK VENEERTO REMAIN. SEESTRUCTURAL FORLINTEL MODIFICATIONDETAILS

EXISTING STEEL BEAMTO BE REMOVED. SEESTRUCTURAL FORADDITIONAL DETAIL

MORTAR SCRATCHCOAT

MANUFACTUREDSTONE VENEER. SEESPECIFICATIONS FORSTONE TYPE.

WEEP SCREED

METAL LATH WITH LATHFASTNERS

MORTAR SETTINGBED

PRE-CAST STONE SILL.SEE DETAIL 8/A516

TELLER WINDOW BYEQUIPMENT SUPPLIER

INTERIORPARTITION. SEESHEET A101 FORWALL TYPES

EXISTING CMU

EXISTING BRICK

TELLERWINDOWBEYOND

A5166

(SIM.)

E.I.F.S. COMPATIBLE BACKER RODAND CAULK

PREP AND PAINT LINTEL TOMATCH TELLER WINDOW FRAME

TELLER WINDOW BYEQUIPMENT SUPPLIER

PNEUMATIC TUBE SYSTEM BYEQUIPMENT SUPPLIER

ACOUSTICAL CEILING. REFER TOCEILING PLAN FOR DETAILSE.I.F.S. DRIP

E.I.F.S. COMPATIBLEBACKER ROD AND CAULK

3-5/8" METAL STUDS AT 16" O.C. EXTENDENTIRE ASSEMBLY FULL HEIGHT

3-5/8" METAL STUDS AT 24"O.C. BRACE AS NEEDED

5/8" EXTERIORGRADEPLYWOOD

1" E.I.F.S. ON APPROVEDSUBSTRATE

1" AIR SPACE

EXISTING BRICK VENEERSTEEL BEAM. SEESTRUCTURAL FORADDITIONAL DETAILS

5/8" GYPSUM BOARD

"J" BEAD

APPROVED MOISTURE/AIRBARRIER AT SHEATHING. EXTENDOVER MEMBRANE FLASHING

SELF ADHESIVE MEMBRANE FLASHING.EXTEND UP SHEATHING MIN. 12"

APPROVEDMOISTURE/AIRBARRIER ATSHEATHING.

3-5/8 R-13 BATT INSULATION

BOX HEADER. SEE STRUCTURALFOR ADDITIONAL DETAILS

5/8" EXTERIOR GRADE PLYWOOD

A514

WALL SECTIONS

BU

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DESCRIPTION DATENO.


Job No.:

Drawn By:Scale:

RWH, BBJAS NOTED

19-2109


Tel: (513) 455-5000Fax: (513) 455-5008


THIS

DO

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AN

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AS

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GENERAL NOTES:A. REFER TO T001 FOR ADDITIONAL GENERAL NOTES.B. WALL SECTIONS ARE BASED ON ASSUMED CONSTRUCTION TYPE. IF

ACTUAL CONSTRUCTION DIFFERS NOTIFY THE ARCHITECT IMMEDIATELY.

SCALE:

DEMOLITION

3/4" = 1'-0"

WALL SECTION1

A514SCALE: 3/4" = 1'-0"

WALL SECTION4

A514 SCALE: 3/4" = 1'-0"

WALL SECTION2

A514SCALE:

DEMOLITION

3/4" = 1'-0"

WALL SECTION3

A514

SCALE: 1 1/2" = 1'-0"

DETAIL5

A514SCALE: 1 1/2" = 1'-0"

DETAIL6

A514

C

C

C

T/SLABELEV. 100'-0"

REMOVE EXISTING SHEATHING

REMOVE EXISTING 2X WOOD FRAMEDPARAPET AND BLOCKING

REMOVE EXISTING PARAPET SUPPORT


T/CMUELEV. 102'-8"T/BRICKELEV. 102'-5 5/16"


T/PLANKELEV. 1O9'-10"±

EXISTING CMU TO BE REMOVED

EXISTING BRICK VENEER TO BEREMOVED

T/SLABELEV. 100'-0"

A5107

A5154


T/SILLELEV. 102'-9 3/8"


6" STRUCTURAL STEEL STUD FRAMING@ 16" O.C. LATERAL BRACING ASNEEDED, REFER TO STRUCTURALDRAWINGS



(SIM.)

T/SLABELEV. 100'-0"

T/SILLELEV. 104'-8"

ACOUSTICAL CEILINGREFER TO CEILING PLANFOR DETAILS

6" STRUCTURAL STEEL STUD FRAMING@ 16" O.C. LATERAL BRACING ASREQUIRED - REFER TO STRUCTURALDRAWINGS

T/FND. WALLELEV. 100'-4"

A5162

A5157





EIFS COMPATIBLE SEALANT WITHCLOSED CELL BACKER ROD ANDWEEP TUBES @ 16" O.C.

2X PT WOOD BLOCKING AS NEEDED

5/8" EXTERIOR GRADE PLYWOODSHEATHING

R-21 BATT INSULATION

121/4

1'-10 1/8" 1'-0"


PREFINISHED METAL PERFORATEDSOFFIT PANEL. COLOR TO MATCHSTANDING SEAM METAL ROOF

1 X 12 PRESSURE TREATEDFASCIA BOARD WITHPREFINISHED BREAK METALWRAP. COLOR TO MATCHSTANDING SEAM METAL ROOF

3 5/8" METAL STUDS TOANCHOR SOFFIT PANEL

3 5/8" METAL STUD FRAMING@ 16" 0.C. REFER TOSTRUCTURAL DRAWINGS

2X4 PRESSURE TREATEDWOOD BLOCKING




T/METAL STUD FRAMINGELEV. 114'-0 1/2"±

PREFINISHED CONTINUOUSCOPING



APPROVED MOISTURE/AIRBARRIER AT SHEATHING

ALUMINUM STOREFRONT SYSTEM

BRACING. SEE STRUCTURALDRAWINGS

GROUT CORES SOLID. SEE STRUCTURALDRAWINGS

CLEAR ANODIZED .032 MIN.ALUMINUM FORMED W/ HEMMEDLOWER EDGE

ISO 95+ INSULATION OVEREXISTING HOLLOW CORECONCRETE PLANKS. (R-38 MIN)

1/2" ISOGARD HD COVER BOARD

EPDM MEMBRANE

2 1/2" METAL STUDS @ 16" O.C.WITH R12.5 RIDGED INSULATION

CONCRETE PLANKS TO REMAIN

ANCHOR BOLTS. SEESTRUCTURAL DRAWINGS

1 1/

4"

2'-4 3/4"

ISO 95+ INSULATION OVEREXISTING HOLLOW CORECONCRETE PLANKS. (R-38 MIN)


EPDM MEMBRANE

T/METAL STUD FRAMINGELEV. 114'-0 1/2"±

121/4


5 3/8"

6A515

2X PT WOOD BLOCKING AS NEEDED

R-21 BATT INSULATION













BRACING. SEE STRUCTURALDRAWINGS

GROUT CORES SOLID. SEESTRUCTURAL DRAWINGS

2 1/2" METAL STUDS @ 16" O.C.WITH R12.5 RIDGED INSULATION

CONCRETE PLANKS TO REMAIN

ANCHOR BOLTS. SEESTRUCTURAL DRAWINGS


1 1/

4"

121/4











EPDM MEMBRANE

EPDM MEMBRANE. WRAPAROUND END OF WALL

PARAPET BELOW

BREAKMETAL WITH HEMMED EDGE.COLOR TO MATCH EIFS


1'-0"

EDGE OF FASCIA ABOVE

5A515



2" EIFS ON APPROVEDSUBSTRATE

CONTINUOUS SELANT BEADFULL HEIGHT OF JOINT

COUNTERFLASHINGOVER BREAK METAL

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DESCRIPTION DATENO.


Job No.:

Drawn By:Scale:

RWH, BBJAS NOTED

19-2109


Tel: (513) 455-5000Fax: (513) 455-5008


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SCALE: 3/4" = 1'-0"

WALL SECTION3

A515

SCALE:

DEMOLITION

3/4" = 1'-0"

WALL SECTION1

A515SCALE: 3/4" = 1'-0"

WALL SECTION2

A515SCALE: 1 1/2" = 1'-0"

DETAIL4

A515

SCALE: 1 1/2" = 1'-0"

DETAIL7

A515

SCALE: 1 1/2" = 1'-0"

DETAIL5

A515SCALE: 1 1/2" = 1'-0"

PLAN DETAIL6

A515

A515

WALL SECTIONS

C

C

1"C

LEA

R

T/SLABELEV. 100'-0"

B/PLANKELEV. 109'-4"

TOP OF SIDEWALK / CURB ANDFOUNDATION WALL TO ALIGNWITH FINISH FLOOR OF SLAB

1X4 WOOD TRIM

AHD/ATM SURROUND. VERIFY SIZEAND LOCATION WITH EQUIPMENTSUPPLIER. COORDINATE FINALOPENING PRIOR TO FABRICATION.BANK EQUIPMENT SUPPLIER SHALLSEAL UNIT TO BUILDING WITHCOMPATIBLE MATERIALS TO MAKEWATER TIGHT (ENTIRE PERIMETER)

OUTLINE OF ATM

MOISTURE/AIR INFILTRATIONBARRIER WRAP AT 5/8" EXTERIORPLYWOOD SHEATHING


STUFF BATT INSULATION AROUNDALL SIDES OF BANK EQUIPMENT TOPREVENT AIR LEAKAGE AFTEREQUIPMENT HAS BEEN INSTALLED

CONCRETE CURB / WALKDETAIL. SEE DETAIL 9/A001

CONCRETESTOP PAD. SEESHEET A101FOR MOREDETAIL

6"1'

-6"

EXPANSIONJOINT

INTERIOR PARTITION. SEE SHEETA101 FOR MORE DETAILS

A5149

3'-0

"±

CONCRETECURB. MATCHEXISTING

MORTAR SCRATCH COAT.

WEEP SCREED

METAL LATH WITH LATH FASTERNERS

MORTAR SETTING BED.

FOUNDATION WALL. SEESTRUCTURAL DRAWINGS

6 5/8"

EXISTING FOUNDATION WALL

6" METAL STUDS @ 16" 0.C. SEESTRUCTURAL DRAWINGS


T/SLABELEV. 100'-0"

T/SILLELEV. 104'-8"

DOWELS. REFER TO STRUCTURALDRAWINGS

T/FOUNDATIONELEV. 100'-4"

ANCHOR. REFER TO STRUCTURALDRAWINGS

EXISTING CMU


(2) LAYERS OF WATER RESISTANTBARRIER

STONE VENEER

A6031

A5166


(SIM.)

2X PRESSURE TREATED WOODBLOCKING AS REQUIRED

INTERIOR PARTITION.SEE SHEET A101 FORWALL TYPES

BASE. SEE SHEETI101 FOR DETAILS

4"(M

IN)

@ G

RA

DE

DAMPPROOFINGBETWEEN NEWAND EXISTINGFOUNDATION

2'-3 3/4"


PREFINISHED METAL PERFORATEDSOFFIT PANEL. COLOR TO MATCH FASCIA

1 X 12 PRESSURE TREATED FASCIABOARD WITH PREFINISHED BREAKMETAL WRAP. COLOR TO MATCHSTANDING SEAM METAL ROOF

3 5/8" METAL STUDS TO ANCHOR SOFFITPANEL

10" METAL STUD FRAMING@ 16" 0.C. REFER TO STRUCTURALDRAWINGS

STANDING SEAM METALROOF

2X4 PRESSURE TREATED WOOD BLOCKING,RIPPED AS NEEDED

RAKE FLASHING WITHHEMMED PANEL EDGE


ICE AND WATER SHIELD ON EXTERIORGRADE PLYWOOD SHEATHING


2X4 PRESSURE TREATEDWOOD BLOCKING, RIPPED ASNEEDED


123

B/STUD FRAMINGELEV. 120'-0"

B/STUD FRAMINGELEV. 120'-4 7/8"

11 3/8"6 3/8"

8"

8"

1"

APPROVED MOISTURE/AIR BARRIERAT SHEATHING

PRESSURE TREATED 2xBLOCKING AS NEEDED

EPDM MEMBRANE. EXTEND OVERPARAPET

ISO 95+ INSULATION OVERMETAL DECK (R-38 MIN)


EXISTING HOLLOW CORECONCRETE PLANKS

E.I.F.S. COMPATIBLE SEALANT WITH CLOSEDCELL BACKER ROD AND WEEP TUBES @ 16" O.C.



PREFINISHED WELDED METAL SCUPPER SLEEVE.FINISH TO MATCH SCUPPER BOX AND DOWNSPOUT

CONTINUOUS THRU-WALL FLEXIBLE FLASHINGEXTEND FLASHING UP SHEATHING 12" MINIMUM

OUTLINE OF WALL BEYOND

PREFINISHED ALUMINUMDOWNSPOUT

SEALANT CAULK AND BACKER RODENTIRE PERIMETERPREFINISHED ALUMINUMCOLLECTOR BOX REFER TO DETAIL5/A516

EXISTING PARAPET SUPPORT


4"4"


T/PARAPETELEV. 113'-0" ±

T/PLANKELEV. 109'-10"±


EXISTING CMU

FLASH AROUND SUPPORT ANDMAKE WATER TIGHT

INTERIOR PARTITION.SEE SHEET A101 FORTYPE.

PRE-MOLDED FLASHING WITHHOOD OR PRE-MOLDEDFLASHING WITH POURABLESEALER AND MAKE WATER TIGHT

EXISTING PARAPET ANDSHEATHING

1"

6"4"

2"

1" 1"

3"

7 1/4"

1"

1"

6"4"

2"

1/2"

1"

4"

11 1/2"

1 1/4"

1/2"

6"

9"

1'-2

"

CONTINUOUS BEAD OFHIGH-GRADEURETHANE SEALANT

24 GAUGE PREFINISHED STEELFORM REGLET WITH HEMMEDLOWER EDGE. COLOR TOMATCH BRICK STAIN

CONTINUOUS BEAD OFHIGH-GRADEURETHANE SEALANT

MANUFACTURED STONEVENEER SUPPORT ANGLE


MANUFACTURED STONEVENEER


3 5/

8"

7 5/8"

4 3/4"

1" DRIP

2 3/

8"1

1/4"

3 5/

8"

3 5/8"

3/4"

1" DRIP

2 3/

8"1

1/4"


E.I.F.S. DRIP

5/8" GYPSUM BOARD


2-1/2" METAL STUDS AT 16" O.C. WITH2-1/2" R-12.5 RIGID FOAM INSULATION.EXTEND ENTIRE ASSEMBLY FULL HEIGHT

3-5/8" METAL STUDS AT 24"O.C. BRACE AS NEEDED

5/8" EXTERIORGRADE PLYWOOD

PRESSURE TREATED 2X4 w/ BREAKMETALWRAP ALL (3) SIDES AGAINST SOFFIT.COLOR TO MATCH E.I.F.S. COORDINATETHICKNESS AND LOCATION WITH BANKEQUIPMENT SUPPLIER

BOX HEADER. REFER TOSTRUCTURAL

5/8" EXTERIOR GRADE PLYWOODSHEATHING ON 6" METAL STUDS @ 16"O.C. w/ R-21 BATT INSULATION. EXTENDENTIRE ASSEMBLY FULL HEIGHT. SEESTRUCTURAL FOR ADDITIONAL DETAIL


3'-0

"±1X4 WOOD TRIM

ALIGN WITH FACE OFCURB BELOW

6"


A516

WALL SECTIONS

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DESCRIPTION DATENO.


Job No.:

Drawn By:Scale:

RWH, BBJAS NOTED

19-2109


Tel: (513) 455-5000Fax: (513) 455-5008


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SCALE: 3/4" = 1'-0"

WALL SECTION1

A516SCALE: 1 1/2"= 1'-0"

DETAIL2

A516SCALE: 1 1/2"= 1'-0"

DETAIL3

A516

SCALE: 1 1/2"= 1'-0"

DETAIL4

A516

SCALE:

COLLECTOR

1 1/2"= 1'-0"

DETAIL5

A516SCALE:

REGLET

3"= 1'-0"

DETAIL6

A516

SCALE:

SILL AT WINDOW

3"= 1'-0"

DETAIL7

A516SCALE:

SILL AT WALL

3"= 1'-0"

DETAIL8

A516

SCALE: 1 1/2" = 1'-0"

DETAIL9

A514

C

C

VESTIBULE101

CONFERENCE103

OFFICE104

OFFICE105

TELLER106

WORK AREA107

LOUNGE110

RESTROOM108

JAN.109

WAITING102

ATM/ND112

SERVERENCLOSURE

111

+44"

+44"

+48"

+48"

+34 1/2"+34 1/2"M M

P1-16P1-35

P1-31

P1-10

P1-8

P1-7

P1-17

P1-21

P1-18P1-20 P1-22

P1-24P1-26

P1-9

P1-11

P1-13

P1-15

2

3

4

5

6

6

6

J

J

P1-23

P1-25

7 8

7 8

+72"+72"

P1-33

P1-27

+44"

P1-29

+44"

P1-12P1-14

+48"

P1

P1-37,39

P1-43

9

10 11

12

J

J

P1-51

P1-49

+48"

+60"

+66"

P1-11

J

P1-47

J

J

13

13

13

14

14

+60"

+60"

JP1-53

P1-19

J

J

J

P1-6

a

b

c

+48"

6

1

P1-15

P1-44P1-44

P1-44

+44"

J

P1-45

P1-6

EBH

+44"

P1-46

P1-48

6

6

P1-50

P1-52

+36"+36"

P1-54

+48" +36"

15

POWER PLAN

E-102Filename : 20135-E-102.dwg Plot Date : Oct. 21, 2020 9:04am

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DESCRIPTION DATENO.


Job No.:

Drawn By:Scale:

JMA/KJRAS NOTED

20135


Tel: (513) 455-5000Fax: (513) 455-5008

Webpage:www.k4architecture.comEmail: [email protected]


ISSUED FOR PERMIT &BIDDING

SIGN

DATE

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09/23/20

SEPTEMBER 23, 2020

10/12/20ADDENDUM BB

10/20/20ADDENDUM CC

1

2

3

PROVIDE A DEDICATED RECEPTACLE AND DATA FOR COPIER.

ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LOW VOLTAGE ROUGH-INS ANDCONDUITS AS REQUIRED. CONDUITS SHALL EXTEND UP TO ABOVE CEILING WITHPULL STRING.

4AT ATM PROVIDE POWER & DATA PER MANUFACTURER'S REQUIREMENTS.VERIFY FINAL LOCATION WITH MANUFACTURER AND SPEC SHEETS. PROVIDECONUIT(S) FOR POWER & DATA AND RUN POWER CONDUIT BACK TO ELECTRICPANEL AND EXTEND DATA CONDUIT BACK TO SERVER ROOM.

6 COORDINATE INSTALLATION OF RECEPTACLES AND LOW VOLTAGE DEVICESWITH CASEWORK VENDOR.

5AFTER HOUR DEPOSITORY PROVIDE POWER & DATA PER MANUFACTURER'SREQUIREMENTS. VERIFY FINAL LOCATION WITH MANUFACTURER AND SPECSHEETS. PROVIDE CONUIT(S) FOR POWER & DATA AND RUN POWER CONDUITBACK TO ELECTRIC PANEL AND EXTEND DATA CONDUIT BACK TO SERVERROOM.

7

PROVIDE (2) 1" CONDUIT TO NEW CUSTOMER UNIT FOR POWER ANDCOMMUNICATION REQUIREMENTS WITH CUSTOMER UNIT MANUFACTURER.COORDINATE INSTALLATION WITH MANUFACTURER PRIOR TO INSTALLATION.PROVIDE ALL WORK AND FINAL CONNECTIONS REQUIRED FOR FULLYOPERATIONAL DRIVE-THRU SYSTEM. CONDUIT TO RUN UNDERGROUND TOBUILDING.

8

PROVIDE (2) 1" CONDUIT TO NEW CUSTOMER UNIT FOR TELECOMMUNICATION.VERIFY POWER AND COMMUNICATION REQUIREMENTS WITH CUSTOMER UNITMANUFACTURER. COORDINATE INSTALLATION WITH MANUFACTURER PRIOR TOINSTALLATION. PROVIDE ALL WORK AND FINAL CONNECTIONS REQUIRED FORFULLY OPERATIONAL DRIVE-THRU SYSTEM. CONDUIT TO RUN UNDERGROUNDTO BUILDING.

9 INSTALL 3/4" PLYWOOD BACKBOARD 8' HIGH ON WALL. PAINT WITH FIRERETARDANT PAINT. REFER TO DETAIL ON E-501.

10

11

12

CAPTURE EXISTING ELECTRICAL SERVICE ENTRANCE CONDUCTORS ANDEXTEND TO NEW PANEL.

PROVIDE NEW 11" X 18" QUAZITE BOX IN CONCRETE SIDEWALK TO CAPTUREEXISTING ELECTRICAL CONDUITS. COORDINATE SIDEWALK CUTTING &PATCHING WITH GENERAL CONTRACTOR.

EXISTING UNDERGROUND ELECTRICAL SERVICE ENTRANCE CONDUCTORS.FIELD VERIFY EXACT LOCATION.

13

14

PROVIDE CONNECTION FOR POWER DOOR OPERATOR. WIRE TO LEAD CIRCUITP1-15. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION IN FIELD PRIORTO ROUGH-IN. CONNECT PUSH PLATE CONTROL WIRING PER MANUFACTURESINSTRUCTIONSPROVIDE ALL CONDUITS AND WIRING FOR ADA PUSH PLATE DOOR OPENER.COORDINATE EXACT REQUIREMENTS WITH DOOR HARDWARE SCHEDULE.PROVIDE ALL COMPONENTS AND WIRING FOR COMPLETE WORKING SYSTEM.

PROVIDE DEDICATED 120V CIRCUIT FOR NEW PYLON SIGN. PROVIDE (1) 1"CONDUIT FOR POWER AND (1) 1" CONDUIT FOR DATA. COORDINATE EXACT SIGNLOCATION IN FIELD.

15(5) 4-1/2" CONDUITS THROUGH WALL INTO VAULT. (1) FOR FIBER & PHONE, (1)FOR COAX, (1) FOR POWER, (1) FOR DATA, (1) FOR FUTURE CAMERA.

PLAN NOTES

+0"

+0"

+0"

+0"

COMBINATION COMPUTER / PHONE JACKMOUNT AT +18" A.F.F. UNLESS OTHERWISE NOTED

DATA JACKMOUNT AT +18" A.F.F. UNLESS OTHERWISE NOTED

TELEPHONE JACKMOUNT AT +18" A.F.F. UNLESS OTHERWISE NOTED

TELEVISION JACKMOUNT AT +18" A.F.F. UNLESS OTHERWISE NOTED

+0"

+0"

+0"

+0"

JUNCTION BOX

NON-FUSED DISCONNECT

FUSED DISCONNECT

J

HOME RUNA = PANEL DESIGATIONB = CIRCUIT NUMBER

FLUSH MOUNTED PANELA = PANEL DESIGATION

SURFACE MOUNTED PANELA = PANEL DESIGATION

METER

A-B

DUPLEX RECEPTACLEMOUNT AT +18" A.F.F. UNLESS OTHERWISE NOTED

GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLEMOUNT AT +18" A.F.F. UNLESS OTHERWISE NOTED

WEATHER PROOF RECEPTACLEMOUNT AT +18" A.F.F. UNLESS OTHERWISE NOTED

QUADRUPLEX RECEPTACLEMOUNT AT +18" A.F.F. UNLESS OTHERWISE NOTED

1Ø MOTOR CONNECTION 3Ø MOTOR CONNECTION

S

M

COMBINATION POWER/COMMUNICATIONS FLOOR BOX WITHDUPLEX RECEPTACLE AND (2) DATA JACKS.

TV

POWER PLAN SYMBOL LEGEND

N = NEW E = EXISTING R = RELOCATED D = DEMO F = FUTURE+0" = MOUNTING HEIGHT OF THE DEVICE ABOVE FINISHED FLOOR.

SMOKE DETECTOR

SMOKE/CARBON MONOXIDE DETECTORSC

M

KEYPAD

WALL MOUNTED BASEPOWER INPUT

WALL MOUNTED VOICE/DATABASE POWER INPUTCONNECTION

0' 2' 4' 8'SCALE: 1/4" = 1'-0"

POWER PLAN1E-102

C

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

O

AutoCAD SHX Text

LAWRENCE

AutoCAD SHX Text

R

AutoCAD SHX Text

O

AutoCAD SHX Text

P

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

D

AutoCAD SHX Text

N

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

T

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

E

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EXPIRATION DATE: 12/31/2021

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EXISTING

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'a'

CLOSED

NTS.ON/OFF/ON SWITCHES PROVIDEDWITH LANE/ATM SIGNAGE1

NOT TO SCALE PROVIDE ENGRAVED COVER PLATE

DRIVE THRU LANE LIGHTCONTROL COVER PLATE DETAIL

NOT TO SCALE

DRIVE THRU LANE LIGHTCONTROL WIRING DIAGRAM

ATMOPEN

1

a

NOTE:REFER TO LIGHTING CONTROL PANELDETAIL FOR MORE INFORMATION.

POWERPANEL

LAN

E 1

CLOSED

LANE 1OPEN

1

b

OFF 'b'

ATM

LA

NE

CLOSED

LANE 2OPEN

1

c

OFF

'c'

LAN

E 2

P1

200A

(4) #4/0 CU. & #6 GND IN 2-1/2" C.

EXISTING 200A 208/120V3Ø/4 WIRE SERVICE.

P1

200A

(4) #4/0 CU. & #6 GND IN 2-1/2" C.

EXISTING 200A 208/120V3Ø/4 WIRE SERVICE.

CAPTURE EXISTING FEEDERAND WIRE TO NEW PANEL

3' MAX. FROM BOX TO HANGER (TYP.)

CONDUIT CLAMP (TYP.)

9/32" DIA. STEEL ROD SUSPENSION FROM BLDG.STRUCTURE WITHIN 3' OF OUTLET BOX (TYP.)

8' MAX. SPACING BETWEENHANGERS (TYP.)

STEEL OUTLET BOXSIZED PER N.E.C. AND SUPPORTEDRIGIDLY FROM STRUCTURE (TYP.)

CONDUIT (TYP.)

6' MAX. LENGTH3/8" FLEX CONDUIT W/ 3-#18CONDUCTORS FACTORYWIRE INTO FIXTURE (TYP.)

TYPICAL 2'X4' LAY-IN RECESSEDFLUORESCENT LIGHT FIXTURE (TYP.)

SECURE FIXTURES TO GRIDWITH CLIPS PER N.E.C. (TYP.)

T-BAR LAY-IN CEILINGSUSPENSION SYSTEM (TYP.)

NOTE:DO NOT SUPPORT CONDUIT OR BOXFROM CEILING GRID HANGERS

3/4" EMT CONDUIT UPTO ABOVE ACCESSIBLE

CEILING

2" X 4" ROUGH-IN BOX

SUSPENDED CEILING

FINISHED FLOOR

FACEPLATE, JACKS,WIRING AND TERMINATIONS

BY OTHERS

ELECTRICALDETAILS

E-501Filename : 20135-E-501.dwg Plot Date : Oct. 20, 2020 5:05pm

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Job No.:

Drawn By:Scale:

JMA/KJRAS NOTED

20135


Tel: (513) 455-5000Fax: (513) 455-5008




SIGN

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09/23/20

SEPTEMBER 23, 2020

10/12/20ADDENDUM BB

10/20/20ADDENDUM CC

1. THE DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE THE GENERALARRANGEMENT OF THE SYSTEMS AND ARE TO BE FOLLOWED INSOFAR ASPOSSIBLE. IF DEVIATIONS FROM THE LAYOUTS ARE NECESSITATED BY FIELDCONDITIONS, DETAILED LAYOUTS OF THE PROPOSED DEPARTURES SHALL BESUBMITTED IN WRITING TO THE ENGINEER FOR REVIEW BEFORE PROCEEDINGWITH THE WORK.

2. THE ELECTRICAL CONTRACTOR SHALL REVIEW ALL DRAWINGS IN DETAIL AS THEYMAY RELATE TO THEIR WORK.

3. EACH CONTRACTOR SHALL INSPECT THE SITE ON WHICH THE WORK IS TO BEPERFORMED, AND THE OBSTACLES THAT MAY BE ENCOUNTERED, AND ALLRELEVANT MATTERS CONCERNING THE WORK.

4. THE CONTRACTOR SHALL FILE ALL NECESSARY NOTICES, OBTAIN AND PAY FOR ALLPERMITS, FEES, AND OTHER COSTS INCLUDING UTILITY CONNECTIONS OREXTENSION, IN CONNECTION WITH HIS WORK. AS NECESSARY, HE SHALL FILE ALLREQUIRED PLANS, PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARYAPPROVALS OF ALL UTILITY AND GOVERNMENTAL DEPARTMENTS HAVINGJURISDICTION.

5. IGNORANCE OF CODES, RULES, AND REGULATIONS, UTILITY COMPANYREQUIREMENTS, LAWS, ETC. SHALL NOT DIMINISH OR ABSOLVE CONTRACTOR'SRESPONSIBILITIES TO PROVIDE AND COMPLETE ALL WORK IN COMPLIANCE WITHSUCH.

6. ALL MATERIALS FURNISHED AND ALL WORK INSTALLED SHALL COMPLY WITH THECURRENT EDITION OF THE OHIO MECHANICAL CODES, NATIONAL FIRE CODES OFTHE NATIONAL FIRE PROTECTION ASSOCIATION AND WITH THE REQUIREMENTS OFALL GOVERNMENTAL AGENCIES OR DEPARTMENTS HAVING JURISDICTION.

PROJECT GENERAL NOTES

1. THE TERM "PROVIDE" SHALL MEAN CONTRACTOR SHALL FURNISH AND INSTALLITEMS AND CONNECT AS REQUIRED TO OBTAIN A COMPLETE WORKING SYSTEM.

2. RECEPTACLES SHALL BE CIRCUITED WITH A SEPARATE GROUND WIRE.RECEPTACLES PROTECTED BY GROUND FAULT CIRCUIT INTERRUPTER DEVICESSHALL EACH HAVE A SEPARATE NEUTRAL WIRE PULLED FOR THAT CIRCUIT.

3. ALL CONDUIT SHALL BE RUN CONCEALED WHEREVER POSSIBLE ABOVE CEILINGS,INSIDE WALLS, OR UNDER FLOOR SLAB (ONLY WHERE SHOWN DASHED ON PLAN),UNLESS OTHERWISE NOTED ON PLAN. IN HIGH-BAY (NO CEILING) AREAS, RUNEXPOSED CONDUIT HIGH AS POSSIBLE. ALL CONDUIT SHALL BE RUN PARALLEL ORPERPENDICULAR TO NEARBY SURFACES OR STRUCTURAL MEMBERS AND FOLLOWTHE SURFACE CONTOURS AS MUCH AS PRACTICAL. NO NONMETALLIC CONDUITSHALL BE RUN IN AIR RETURN PLENUM.

4. FROM EACH TELEPHONE, CRT, TV, ETC.. COMMUNICATION TYPE OUTLET, PROVIDEA (MIN..) 3/4-INCH CONDUIT (WITH PULL STRING) STUBBED ABOVE LAY-IN CEILING,UNLESS OTHERWISE NOTED.

5. TELEPHONE AND OTHER COMMUNICATIONS WIRING SHALL BE PLENUM RATED IFCONDUCTORS PASS THROUGH AN AIR RETURN PLENUM.

6. ELECTRICAL DRAWINGS SHALL BE COORDINATED WITH ASSOCIATED MECHANICALDRAWINGS AND MECHANICAL CONTRACTOR FOR MOTORS, DEVICES, FIXTURES,ETC.. FOR EXACT LOCATIONS BEFORE ROUGH-IN OF CONDUIT SYSTEM.

7. MINIMUM CONDUIT SIZE IS 3/4 INCH, MINIMUM WIRE SIZE IS #12 AWG, UNLESSOTHERWISE NOTED ON PLANS OR IN CIRCUIT REVIEWS.

8. MOUNTING HEIGHTS ABOVE FINISHED FLOOR (A.F.F.) ARE TO CENTER OF DEVICEUNLESS NOTED OTHERWISE.

9. ALL WIRING SHALL BE INSTALLED PER THE NATIONAL ELECTRIC CODE (NEC). ALLWIRING SHALL BE SECURED AND SUPPORTED PER NEC 300.11.

10. CONTRACTOR SHALL INCLUDE THE COST TO SECURE ALL APPLICABLE PERMITS INBASE BID.

11. ALL RECEPTACLES IN THE KITCHEN/PREP AREA SHALL BE GFCI WHETHER SHOWNAS SUCH OR NOT.

12. ALL EXIT AND EMERGENCY LIGHTING SHALL BE WIRED EITHER AHEAD OF LOCALSWITCHING ON THE LOCAL AREA CIRCUIT OR ON A DEDICATED EXIT/EMERGENCYCIRCUIT. THE METHOD CHOSEN SHALL MEET THE REQUIREMENTS OF N.E.C.ARTICLE 700 AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION.

13. ALL 120V AND 277V CIRCUITS SHALL HAVE A DEDICATED NEUTRAL. SHARING ANEUTRAL CONDUCTOR IS PROHIBITED.

14. ALL ITEMS SHOWN ON DEMOLISHED PARTITIONS SHALL ALSO BE DEMOLISHED.

15. ALL RECEPTACLES BEHIND VENDING MACHINES AND REFRIGERATORS TO BE GFCIWITH REMOTE AND OR ACCESSIBLE RESET.

16. ALL SWITCHES OUTLETS AND ASSOCIATED COVERS TO BE WHITE.

ELECTRICAL PROJECT GENERAL NOTES

NOTES1. FIXTURES WITH THE SUFFIX "-EM" ATTACHED TO THE ID OR SHOWN HALF SHADED

ARE EMERGENCY FIXTURES. SEE ELECTRICAL GENERAL NOTES FOR MOREINFORMATION.

2. FIXTURES WITH THE SUFFIX "-NL" ARE NIGHT LIGHTS. SEE ELECTRICAL GENERALNOTES FOR MORE INFORMATION.

SYMBOL ID FIXTURE INFORMATION ELECTRIC INFORMATION MISCELLANEOUS INFORMATIONLIGHT FIXTURE SCHEDULE

DESCRIPTION

DESIGNATIONS-N NEW-E EXISTING-D DEMO-R RELOCATED

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

LB4 24" X 48" RECESSEDFLAT LED FIXTURE

LITHONIA2AVL4 40L MDR EZ1 LP835 3500K

120VLEDLED32W

RECESSED

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

X1 EXIT/EMERGENCY SIGN LITHONIALHQM LED R HO

UNVLEDLED32W

WALL

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

LB4-E 24" X 48" RECESSEDFLAT LED FIXTUREWITH EMERGENCYBATTERY

LITHONIA2AVL4 40L MDR EZ1 LP835 3500K EL14L

120VLEDLED32W

RECESSED

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

X2 EXIT/EMERGECNY SIGN LITHONIAEDG W 2 RMR EL

UNVLEDLED4.3W

WALL

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

WF6 6" LED DOWN LIGHT LITHONIAWF6-LED-35K-MW-M6

UNVLEDLED13.4

SURFACE

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

LD6 LED DOWN LIGHT H.E. WILLIAMS6DR L15 8 35 DIM UNV O W OF CS N F1A

UNVLEDLED18.5W

RECESSED

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

P1 DECROTATIVE SQUAREFIXTURE, WHITE FINISH

ACCESS LIGHTING63967LEDD-WH/ACR

UNV

LED40W

SURFACE

SCALE: NONE

DRIVE THRU SIGNAGE CONTROLS4E-501

SCALE: NONE

SINGLE LINE2E-501SCALE: NONE

DEMO SINGLE LINE1E-501

SCALE: NONE

TYPICAL RECESSED LED TROFFER DETAIL5E-501SCALE: NONE

TYPICAL VOICE/DATA ROUGH-IN3E-501

A. PARALLEL FEEDER CONDUCTORS SHALL BE CUT TO THE EXACT SAME LENGTHSAND SHALL BE FROM THE SAME FACTORY RUN. ALL CONNECTIONS FOR SAMEWORK SHALL BE TORQUED TO IDENTICAL VALUES.

B. EXTERIOR ELECTRICAL WORK SHALL NOT ONLY BE ONLY WEATHERPROOF ANDWATER TIGHT, BUT SHALL BE RUST RESISTANT.

C. CONDUCTORS BELOW GRADE OR SUBJECT TO MOISTURE SHALL BE 'XHHW-2'.

D. PROVIDE FACTORY SERIES COORDINATION FOR ALL CIRCUIT BREAKERS.(INCLUDING ALL BRANCH BREAKERS). RELATIVE TO "UPSTREAM" BREAKERS, SOTHAT ONLY THE BREAKER CLOSEST IN THE CIRCUIT TO THE LOAD TRIPS UPON ANOVERLOAD OF FAULT CONDITION.

E. POWER DISTRIBUTION EQUIPMENT SUPPLIER SHALL PROVIDE APPROPRIATELYRATED AND BRACED TO ACCOMMODATE THE AVAILABLE FAULT CURRENT AT THEUTILITY COMPANY TRANSFORMER SECONDARIES. THIS SUPPLIER SHALLACCORDINGLY PROVIDE ANY RELATED CALCULATIONS SO THAT THEIR EQUIPMENTIS PROPERLY COORDINATED FOR THE AVAILABLE FAULT CURRENT. THEELECTRICAL CONTRACTOR SHALL PROVIDE THIS SUPPLIER WITH COPIES OF THEELECTRICAL DOCUMENTS AS REQUIRED SO THAT PROPERLY RATED/BRACEDEQUIPMENT IS PROVIDED UNDER BASE BID.

F. GROUNDING ELECTRODE CONDUCTORS SHALL BE PROVIDED IN STRICTCOMPLIANCE WITH NEC, INCLUDING ARTICLE 250 AND TABLE 250-66. THESECONDUCTORS MAY NOT BE INDICATED ON RISERS OR SINGLE LINE DIAGRAMS, BUTSHALL BE PROVIDED UNDER BASE BID NEVERTHELESS.

G. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED IN STRICTCOMPLIANCE WITH NEC, INCLUDING ARTICLE 250 AND TABLE 250-122. THESECONDUCTORS MAY NOT BE INDICATED ON RISERS OR SINGLE LINE DIAGRAMS, BUTSHALL BE PROVIDED UNDER BASE BID NEVERTHELESS.

H. WORKING CLEARANCES SHALL BE PROVIDED FOR ALL ELECTRICAL EQUIPMENT(SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, STARTERS, DISCONNECTS,ETC. AS APPLICABLE) IN STRICT COMPLIANCE WITH NEC CHAPTER 1, PART BSECTION 110-25(a). LOCATIONS SHOWN ON THE FLOOR PLANS ARE SCHEMATIC ANDDIAGRAMMATIC IN NATURE. THE ELECTRICAL CONTRACTOR SHALL BERESPONSIBLE FOR ENSURING COMPLIANCE WITH THE ABOVE NEC REFERENCE.THIS REQUIREMENTS APPLIES TO EQUIPMENT ON FLOOR PLANS AS WELL AS TOEQUIPMENT SHOWN ON THE RISER.

I. HOLD ALL NEW OVERHEAD ELECTRICAL WORK AS TIGHT AS POSSIBLE TO THEBOTTOM OF THE OVERHEAD STRUCTURE. LOCATE ANY RELATED PULL BOXES SOTHAT THEY WILL BE FULLY ACCESSIBLE AFTER ALL CONSTRUCTION WORK ISCOMPLETE. AS WITH ALL WORK, COORDINATE IN ADVANCE WITH OTHER TRADES.

J. ROUTE FEEDER CONDUITS BELOW GRADE WHEREVER POSSIBLE. VERY LIMITEDSPACE EXISTS ABOVE ACOUSTICAL TILE CEILINGS AND MANY, IF NOT MOST, OFTHE SPACE ABOVE GYPSUM BOARD CEILINGS IS NOT AVAILABLE FOR RUNNINGCONDUIT. STUDY ALL ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGSVERY CAREFULLY BEFORE LAYING OUT FEEDER ROUTES.

K. ALL PANELS HAVE NEMA 1 ENCLOSURES UNLESS OTHERWISE NOTED.

L. ALL PANELS ARE SURFACE MOUNTED UNLESS OTHERWISE NOTED.

GENERAL NOTES - RISER DIAGRAM

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

LD6-NL LED DOWN LIGHT H.E. WILLIAMS6DR L15 835 EM/10W DIM UNV O W OF CS N F1

UNVLEDLED18.5W

RECESSED

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

FL1 LED FLOOD LUMINAIRE KIM LIGHTINGKFL2 24L-45-4K7-MF

UNVLEDLED45W

GROUND

VERIFY FINISHWITH ARCHITECT

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

FL2 LED FLOOD LUMINAIRE KIM LIGHTINGKFL2 24L-45-4K7-M

UNVLEDLED45W

GROUND

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

LR14 14" X 14" RECESSEDLED FIXTURE

SPRECTRUM LIGHITNGRT14SQLEDOA 44L 40K DS10 120V WL FT0114 WL

120VLEDLED44W


MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

LS10 10" X 10" SURFACEMOUNT LED FIXTURE

ILPCP 5L U 40 FINISH

120VLEDLED40W


NO.

1

CIRCUIT LOAD UNIT TYPELOAD TYPE

2

3

4

5

6

7

8

9

NXPS SERIES 16 CIRCUIT LIGHTING RELAY PANELEXTERIOR LIGHTING RELAY PANEL "LR1"120/208 - 3Ø - 4W

HUBBELL NXPS SERIES #NXP-12-2-083LS OR APPROVED EQUAL

NOTES/COMMENTS

WATTS 1CB

WATTS 1CB PC CONTROL DUSK/DAWN

WATTS 1CB PC CONTROL DUSK/DAWN & DIMMABLE CONTROL


P1-1P1-6

P1-5

P1-42

10

PYLON SIGN

WAITING, LOBBY AND TELLER AREA

EXTERIOR LIGHTS AND DRIVE THRU LIGHTS

BUILDING SIGN

WATTS 1CB PC CONTROL DUSK/DAWNP1-51

11

12

TIME SCHEDULE

405

850

200

500

286


WATTS 1CB PC CONTROL DUSK/DAWNP1-53BUILDING SIGN 500

BUILDING SIGN

P1-49 500

GROUND MOUNTED FLOODS

BUILDING SIGN P1-47 WATTS 1CB PC CONTROL DUSK/DAWN500

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

LD6E LED DOWN LIGHT H.E. WILLIAMS6DR L15 835 EM/10W DIM UNV O W OF CS N F1

UNVLEDLED18.5W

RECESSED

MAKEMODEL

ALTERNATEOTHER

VOLTAGELAMP QTY

LAMP TYPEWATTS

MOUNTINGHEIGHTNOTES

LS4 LED STRIP FIXTURE METALUX4SLSTP4035DD-UNV

UNVLEDLED40W

SURFACE

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11

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PLUMBING DEMOPLAN

P-100Filename : 20135-P-100.dwg Plot Date : Oct. 20, 2020 5:05pm

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DESCRIPTION DATENO.


Job No.:

Drawn By:Scale:

JMA/KJRAS NOTED

20135


Tel: (513) 455-5000Fax: (513) 455-5008




SIGN

DATE

BU

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RE

MO

DE

L FO

R :

948

N. M

AR

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T S

TRE

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453

73



09/23/20

SEPTEMBER 23, 2020

10/12/20ADDENDUM BB

10/20/20ADDENDUM CC

PLAN NOTES1

2

EXISTING PLUMBING FIXTURE TO BE REMOVED COMPLETE. REMOVE DOMESTICWATER AND SANITARY LINES BACK TO SOURCE.

EXISTING WATER HEATER TO BE REMOVED COMPLETE.

3

4 ALL EXISTING WALL HYDRANTS ARE TO BE REMOVED AND REPLACED WITH NEW.

EXISTING BACKFLOW PREVENTER WITHIN WALL CAVITY TO BE REMOVED.

0' 2' 4' 8'SCALE: 1/4" = 1'-0"

PLUMBING DEMO PLAN1P-100

5DEMOLISH EXISTING WATER SERVICE ENTRANCE PIPING INTO BUILDING. NEWWATER SERVICE LINE TO BE ROUTED TO WEST SIDE OF BUILDING. REFER TOP-102 FOR MORE INFORMATION.

6 EXISTING GAS PIPING TO BE REMOVED BACK TO METER COMPLETE.

C

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