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@ 2014 BY:BERARDI + PARTNERS, INC.

ARCHITECTS AND ENGINEERSALL RIGHTS RESERVED

PROJECT DATE:

PROJECT #:

SHEET DATE:

1.

2.

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THE ARRANGEMENTS DEPICTED HEREIN ARE THE SOLE PROPERTY OFTHE ARRANGEMENTS DEPICTED HEREIN ARE THE SOLE PROPERTY OFBERARDI + PARTNERS, INC., ARCHITECTS AND ENGINEERS,AND MAY NOT BE REPRODUCED WITHOUT ITS WRITTEN PERMISSION

NOTE:ALL BIDDERS SHALL VISIT THE SITE AND BECOME FAMILIAR W/THE EXISTING CONDITIONS AND REQUIREMENTS OF THE PROJECTAND SHALL NOTIFY THE ARCHITECT OF ANY ERRORS AND OMISSIONSSUBSEQUENTLY DISCOVERED IN THE CONTRACT DOCUMENTS.

THE CONTRACT DOCUMENTS ARE COMPRISED OF THE DRAWINGS ANDTHE PROJECT MANUAL IN THEIR ENTIRETY. THE INFORMATION IN THESEDOCUMENTS IS DEPENDENT UPON AND COMPLEMENTARY OFEACH OTHER . SEPARATION OF THE CONTRACT DOCUMENTS SHALLNOT BE PERMITTED. IF THE CONTRACTOR CHOOSES TO SEPARATETHE DOCUMENTS, THEY DO SO AT THEIR OWN RISK AND EXPENSE.

ADDITIONALLY, SEE GENERAL INFORMATION ON "A0" SHEETS.

THE CLIENT ACKNOWLEDGES THE CONSULTANT'S(ARCHITECT) DRAWINGS AND SPECIFICATION, INCLUDING ALLDOCUMENTS ON ELECTRONIC MEDIA AS INSTRUMENTS OFTHE CONSULTANTS (ARCHITECT) PROFESSIONAL SERVICE.THE CLIENT SHALL NOT REUSE OR MAKE OR PERMIT TO BEMADE ANY MODIFICATION TO THE DRAWINGS ANDSPECIFICATIONS WITHOUT THE PRIOR WRITTEN AUTHORIZATIONOF THE CONSULTANT (ARCHITECT). THE CLIENT AGREES TOWAIVE ANY CLAIM AGAINST THE CONSULTANT (ARCHITECT)ARISING FROM ANY UNAUTHORIZED TRANSFER, REUSE ORMODIFICATION OF THE DRAWINGS AND SPECIFICATIONS.

ARCHITECT CANNOT WARRANT THE ACCURACY OF DATACONTAINED HEREIN. ANY USE OR REUSE OF ORIGINAL ORALTERED CADD DESIGN MATERIALS BY THE USER OROTHER PARTIES WITHOUT THE REVIEW AND WRITTENAPPROVAL OF THE ARCHITECT SHALL BE AT THE SOLERISK OF THE USER. FURTHERMORE, USER AGREES TODEFEND, INDEMNIFY, AND HOLD ARCHITECT HARMLESSFROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES,EXPENSES, AND ATTORNEY'S FEES ARISING OUT OF THEMODIFICATION OR REUSE OF THESE MATERIALS.

THESE DRAWINGS AS PART OF THE CONTRACT DOCUMENTS AREDIAGRAMMATIC AND ARE NOT INTENDED TO DEFINE EXACT QUANTITIES, LOCATIONS OR CODIFIED REQUIREMENTS. THE DRAWINGS SHALL NOTBE SCALED. EXACT STATE AND LOCAL CODE REQUIREMENTS AND OTHERAPPLICABLE CODE REQUIREMENTS SHALL BE VERIFIED BY ANDARE THE SOLE RESPONSIBILITY OF THIS CONTRACTOR.ANY INFORMATION WHICH DIRECTLY CONFLICTS WITH ANY OF THESECODES OR ANY DISCREPANCIES FOUND IN THE CONTRACT DOCUMENTSSHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT.

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LIBERTYPARK

OFFICEADDITION

153 South Liberty StreetPowell, Ohio

PERMITDOCUMENTS

06/02/15

14127

02/20/15

A000

COVER SHEET

GENERALA000 COVER SHEETA001 ABBREVIATIONS SYMBOLS & NOTESCIVILC101 SITE PLANSTRUCTURALS101 FRAMING PLANS AND DETAILSEXISTINGB101 EXISTING BASEMENT AND FIRST FLOOR PLANB102 SECOND FLOOR AND ROOF PLAN - EXISTING

B201 EXTERIOR ELEVATIONS - EXISTINGB202 EXTERIOR ELEVATIONS - EXISTINGARCHITECTURALA101 BASEMENT AND FIRST FLOOR PLANA102 SECOND FLOOR AND ROOF PLANA103 PLAN DETAILS AND SCHEDULES

A201 EXTERIOR ELEVATIONSA202 EXTERIOR ELEVATION - PROPOSED

A501 BUILDING & WALL SECTIONSMECHANICALM000 MECHANICAL NOTES AND ABBREVIATIONSM101 MECHANICAL BASEMENT PLANM102 MECHANICAL SECOND FLOOR PLANELECTRICALE000 ELECTRICAL NOTES AND ABBREVIATIONSE101 ELECTRICAL FIRST FLOOR PLANE102 ELECTRICAL SECOND FLOOR PLAN

E401 ELECTRICAL MOUNTING HEIGHT DETAILS

location map: drawing index:development summary:

Powell Office Building Addition153 S. Liberty Street Powell, Ohio 43065

owner:

architect:

Scherner, Sybert and Rhoad

Berardi + Partners, Inc.Columbus, Ohio

systems engineers:

structural engineer:

Jezerinac GeersDublin, Ohio

contractor:

TBDCity, State

153 SOUTH LIBERTY STREET POWELL, OHIO DELAWARE COUNTY

Issue Description Date

building area totalsEXISTING BASEMENT/FOUNDATION 1283 SFEXISTING 1ST FLOOR 1657 SFEXISTING 2ND FLOOR 1283 SF

4223 SF

NEW AREA BASEMENT/FOUNDATION 192 SFNEW AREA 1ST FLOOR 192 SFNEW AREA 2ND FLOOR 192 SF

576 SF4799 SF

Berardi + Partners, Inc.Columbus, Ohio

GENERAL DESCRIPTION

THIS PROJECT IS TO BE A TWO STORY ADDITION TO A TWO STORY OFFICE BUILDING.THE BUILDING FEATURES A BASEMENT, AND THE ADDITION WILL INCLUDE A NEW BASEMENT AREAAND ONE NEW OFFICE SPACE AT EACH FLOOR.ACCESSIBILITY WILL BE IN CONFORMANCE WITH ICC/ANSI 117.1 - 2009 AND THE CURRENT OHIO BUILDING CODE

THIS BUILDING SHALL COMPLY WITH THE FOLLOWING CODES (LATEST EDITIONS IF NOT SPECIFIED)O.B.C. 2011 OHIO BUILDING CODE 2011NATIONAL ELECTRIC CODE (N.E.C.)NATIONAL FIRE PROTECTIONS ASSOCIATION (N.F.P.A.)

SITE SUMMARY

PARCEL I.D. 3194310204000STREET ADDRESS:153 SOUTH LIBERTY STREETPOWELL, OHIO 43065DELAWARE COUNTY

BUILDING USE: COMMERCIAL ('B')CONSTRUCTION TYPE:

EXISTING: VB, COMBUSTIBLE - UNPROTECTEDPROPOSED: VB, COMBUSTIBLE - UNPROTECTED

BUILDING AREA:EXISTING: BASEMENT = 1,283 SF1ST FLOOR=1,657 SF2ND FLOOR=1,283SF

4,223 SF TOTAL1,657 SF GROUND COVERAGE

PROPOSED:BASEMENT = 1,475SF (192SF ADDITION)1ST FLOOR = 1,849SF(192SF ADDITION)2ND FLOOR=1,475 SF(192SF ADDITION)

=4,799 SF TOTAL (576 SF INCREASE)1,849 SF GROUND COVERAGE (192 SF INCREASE)

BUILDING OCCUPANCY:BASEMENT IS STORAGE AREA (UNINHABITED)'B' = 100SF/OCCUPANTEXISTING = 1657 + 1283 = 2,940SF/100 = 29 OCCUPANTSPROPOSED 1849 + 1475 = 3,324SF/100 = 33 OCCUPANTS

ALLOWABLE BUILDING HEIGHT AND AREA:PER OBC TABLE 503 TYPE VB LIMITED TO 2 STORIESAND 9,000SF (BUILDING WITHIN LIMITATIONS)

INTERIOR WALL AND CEILING FINISHES TO MEET THE REQUIREMENTSOF OBC 2011 TABLE 803.9VERTICAL EXITS AND PASSAGEWAYS: CLASS AACCESS CORRIDORS AND OTHER EXITWAYS: CLASS BROOMS AND ENCLOSED SPACES: CLASS C

INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS TOCOMPLY WITH OBC SECTION 804

SITE AREA: 3.015 ACRE (131333.4 SF)

BUILDING COVERAGE:EXISTING = 4223/131,333= .032 = 3%PROPOSED=4,799/131333= .037 = 4%

PARKING SUMMARY:EXISTING = 11 SPACES (2 ACCESSIBLE)PROPOSED = 11 SPACES (2 ACCESSIBLE)NO CHANGE IN PARKING

DEFERRED SUBMITTALS

WITH PRIOR APPROVAL OF THE BUILDING OFFICIAL HAVING JURISDICTION, PORTIONSOF THE DESIGN THAT QUALIFY FOR DEFERRED SUBMITTAL AND ARE NOT SUBMITTEDAT THE TIME OF APPLICATION ARE TO BE SPECIFIED WITHIN A SPECIFIED TIME PERIOD.ALL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THEARCHITECT OR ENGINEER OF RECORD FOR APPROVAL BEFORE BEING FORWARDEDTO THE BUILDING OFFICIAL HAVING JURISDICTION WITH A NOTATION INDICATING THATTHE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND HAVE BEEN FOUNDTO BE IN GENERAL COMPLIANCE WITH THE DESIGN OF THE PROJECT

THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN ANDSUBMITTAL DOCUMENTS HAVE BEEN APPROVED. THE FOLLOWING CONSTRUCTIONDOCUMENTS MAY BE SUBMITTED AS A DEFERRED SUBMITTAL:1. THE SUBMISSION OF CERTIFIED WOOD ROOF AND FLOOR JOIST TRUSS

DETAILS SHALL BE REQUIRED FOR REVIEW AND EVALUATION PER OBC 2011SECTION 2303.4

PERMIT SET - JUNE 2, 2015

Powell, Ohio

ABBREVIATIONSA.F.F. ABOVE FINISHED FLOORACOUS. ACOUSTICAL CEILING TILEADJ. ADJUSTABLEAHU. AIR HANDLING UNITALT. ALTERNATEALUM. ALUMINUMA.B. ANCHOR BOLTBRG. BEARINGBDRM. BEDROOMBLK. BLOCKBLKG. BLOCKINGB/C BACK OF CURBBD. BOARDBOT. BOTTOMBLDG. BUILDINGC.B. CATCH BASINCLG. CEILINGC CENTER LINEC.O. CLEAN OUTC.W. COLD WATERCOL. COLUMNCONC. CONCRETEC.M.U. CONCRETE MASONRY UNITCONT. CONTINUOUSC.J. CONTROL JOINTCOORD. COORDINATEC.M.P. CORRUGATED METAL PIPEC.F.M. CUBIC FEET PER MINUTEDET. DETAILDIA. DIAMETERDIV. DIVISIONDR. DOORDBL. DOUBLEDN. DOWND.S. DOWNSPOUTDWG. DRAWINGE.W. EACH WAYE.W.C ELECTRIC WATER COOLERELEV. ELEVATIONEQUIP. EQUIPMENTEXIST. EXISTINGF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETFLUOR. FLUORESCENTFL. FLOORF.D. FLOOR DRAINFT. FOOTFTG. FOOTINGGA. GAUGEG.F.I. GROUND FAULT INTERRUPTERG.S.F. GROSS SQUARE FEETGYP. BD. GYPSUM WALL BOARDH.C. HANDICAPHT. HEIGHTH.P.S. HIGH PRESSURE SODIUMH.M. HOLLOW METALHORIZ. HORIZONTALINSUL. INSULATIONINT. INTERIORINV. INVERTJT. JOINTLAM. LAMINATELVL LAMINATED VENEER LUMBERLT. LIGHTL.F. LINEAL FEETL.L.V. LONG LEG VERTICALL.L.H. LONG LEG HORIZONTALM.H. MANHOLE MFR. MANUFACTURERM.O. MASONRY OPENINGMAX. MAXIMUMMECH. MECHANICALMTL. METALMIN. MINIMUMMTD. MOUNTEDN.S.F. NET SQUARE FEETN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENO. NUMBERO.C. ON CENTEROPNG OPENINGOPP. OPPOSITEO.S.B. ORIENTED STRAND BOARDPR. PAIRP.S.F. PER SQUARE FOOTP.S.I. PER SQUARE INCHPL. PLATE OR PROPERTY LINEP. LAM. PLASTIC LAMINATEPLYWD. PLYWOODP.T. PRESERVATIVE TREATEDRAD. RADIUSREQ'D. REQUIREDREINF. REINFORCINGR&S ROD AND SHELFR.D. ROOF DRAINSCHED. SCHEDULESHT. SHEETSIM. SIMILARSPECS. SPECIFICATIONSSQ. SQUARES.F. SQUARE FEETS.S. STAINLESS STEELSTD. STANDARDSTL. STEELTHK. THICKT&G TONGUE & GROOVET/ TOP OFTYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEV.B. VAPOR BARRIERVERT. VERTICALV.T. VINYL TILEW/ WITHW/O WITHOUT

L

SYMBOLS

1. ALL BIDDERS SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THEEXISTING CONDITIONS AND PROJECT REQUIREMENTS AND SHALLNOTIFY THE ARCHITECT OF ANY ERRORS OR OMISSIONS THUSRECOGNIZED.

2. THE CONTRACT DOCUMENTS ARE COMPRISED OF THE DRAWINGSAND PROJECT MANUAL IN THEIR ENTIRETY AND THE INFORMATION INTHESE DOCUMENTS IS DEPENDENT UPON AND COMPLIMENTARY OFEACH OTHER SEPARATION OF THE CONTRACT DOCUMENTS SHALLNOT BE PERMITTED. IF THE CONTRACTOR CHOOSES TO SEPARATETHE DOCUMENTS THEY DO SO AT THEIR OWN RISK AND EXPENSE.

3. ALSO SEE NOTES ON THIS SHEET.

GENERAL NOTES:

1. PRIOR TO SUBMITTING A BID, ALL SUBCONTRACTORS SHALL VISIT THEPROJECT SITE & BECOME FAMILIAR WITH EXISTING CONDITIONS, COMPARE &CONFIRM THE CONTRACT DOCUMENTS, ANY SUBSEQUENT REQUIREMENTS &ALL REGULATORY AGENCY REQUIREMENTS APPLICABLE FOR COMPLETIONOF THE PROPOSED WORK. IF VARIATIONS OR DISCREPANCIES ARE FOUND,SAME INFORMATION SHALL BE FURNISHED IMMEDIATELY & IN WRITTENFORMAT TO THE DEVELOPER & TO THE ARCHITECT/ENGINEER PRIOR TOPROCEEDING WITH THE WORK.

2. ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TOCOMMENCING WORK. SHOULD DIMENSIONAL DISCREPANCIES EXIST, OR IFNOTED DIMENSIONS DO NOT COORDINATE WITH SPACE REQUIREMENTS OFEQUIPMENT, ETC., SAME INFORMATION SHALL BE FURNISHED IMMEDIATELYAND IN WRITTEN FORMAT TO THE DEVELOPER AND TO THEARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

3. ALL CONSTRUCTION AND MATERIALS SHALL BE IN STRICT COMPLIANCEWITH ALL LOCAL AND STATE BUILDING CODES AND REGULATIONS, AS WELLAS ANY OTHER SPECIFIC OR IMPLIED APPLICABLE REGULATIONS, INCLUDINGHEALTH AND SAFETY REQUIREMENTS, AS MAY BE IMPLIED OR STATED WITHISSUANCE OF THE BUILDING PERMIT.

4. PRIOR TO COMMENCEMENT OF ANY WORK, ALL PERMITS SHALL BEAPPLIED FOR AND OBTAINED BY EACH SUBCONTRACTOR, AND ALLAPPLICABLE FEES SHALL BE PAID BY THE SUBCONTRACTOR.

5. THE SCALE OF ALL DRAWINGS IS SUBJECT TO CONFIRMATION. ALLQUESTIONS SUBJECT TO THE CONTRACT DOCUMENTS SHALL BE DIRECTEDTO THE ARCHITECT.

6. EACH STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLEAFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE GENERALCONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURESAND SEQUENCE, AND TO INSURE THE SAFETY OF THE BUILDINGS AND THEIRCOMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OFWHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS, WHICH MIGHT BE NECESSARY. FOLLOWING THE COMPLETION OF THEPROJECT, REDISTRIBUTION OF SUCH MATERIAL SHALL BE THERESPONSIBILITY OF THE GENERAL CONTRACTOR.

7. IT IS SOLELY THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FOLLOWALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASESOF CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATINGMECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS, AND FOR INSTALLINGALL NECESSARY BLOCKING, FRAMING OR GENERAL CONSTRUCTION TOFACILITATE INSTALLATION OF SAID MECHANICAL AND ELECTRICALSYSTEMS. MECHANICAL AND ELECTRICAL SUB- CONTRACTORS SHALLDETERMINE DURING THE BID PROCESS ANY ADDITIONAL COSTS RELATEDTO VARIATIONS IN THE MECHANICAL AND ELECTRICAL REQUIREMENTS ANDSHALL NOTIFY THE ARCHITECT ACCORDINGLY.

9. SPECIFICATIONS (THE PROJECT MANUAL) ARE A PART OF THE CONTRACTDOCUMENTS. INFORMATION CONTAINED IN THE SPECIFICATIONS MAY NOTNECESSARILY BE CONTAINED AS PART OF THE DRAWINGS. ALLCONTRACTORS AND SUBCONTRACTORS SHALL PROVIDE THAT THEIRPROJECT COSTS INCLUDE ALL MATERIALS, LABOR AND OTHERPROCESSES REQUIRED TO COMPLETE ALL CATEGORIES OF THE WORKINDICATED BY ALL OF THE CONTRACT DOCUMENTS, OR THAT WORK WHICHMAY OTHERWISE BE IMPLIED FOR THE TOTAL COMPLETION OF THEPROJECT. FOR OTHER REQUIREMENTS, REFER TO THE GENERALCONDITIONS OF THE CONTRACT FOR CONSTRUCTION, PARTICULARLYPARAGRAPH 1.1.1.

10. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANSCONFLICT WITH GENERAL NOTES, THE SPECIFICATIONS, OR WITH EACHOTHER, THE STRICTEST PROVISION FOR BIDDING PURPOSES SHALLGOVERN. FOLLOWING BID AWARD THE CONTRACTOR SHALL CONSULTWITH THE ARCHITECT FOR CLARIFICATION REGARDING THE NOTEDDISCREPANCY.

11. DRAWINGS SHALL NOT BE SCALED. ALL QUESTIONS WITH RESPECT TO THECONTRACT DOCUMENTS SHALL BE DIRECTED TO THE ARCHITECT FORMAKING INTERPRETATIONS ON ALL ITEMS OF DISCREPANCY OR OF ANAMBIGUOUS NATURE.

12. DIMENSIONS AT EXTERIOR WALLS ARE OUT TO OUT OF STUD. DIMENSIONSAT INTERIOR WALLS ARE TO FACE OF STUD.

13. ALL BEARING WALLS ARE AS INDICATED ON THE STRUCTURAL DRAWINGS.14. INSULATION: ON WALLS BETWEEN UNITS PROVIDE INSULATION BEHIND ALL

OUTLETS, PLUMBING STACKS AND WATER SUPPLY LINES.15. INSULATION THAT IS EXPOSED TO ROOMS, ATTICS OR CRAWL SPACES

SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKEDEVELOPED RATING OF 450 OR LESS.

16. INSULATION IN CONCEALED SPACES SHALL HAVE A FLAME SPREAD RATINGOF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 450 OR LESS.INSULATION FACING IS NOT REQUIRED TO HAVE A FLAME SPREAD RATING IFIT IS IN A CONCEALED SPACE AND THE FACING IS IN CONTACT WITH A WALLOR CEILING.

17. ALL FOAM PLASTIC INSULATION SHALL BE PROTECTED IN ACCORDANCEWITH THE BUILDING CODE.

18. BLOCKING: PROVIDE SOLID BLOCKING BEHIND ALL HANDRAILS, GRABBARS, WALL CABINETS, WALL HUNG SINKS, SHELVES, RODS ANDACCESSORIES.

19. PROVIDE WOOD BLOCKING IN ALL STANDARD AND HANDICAP DESIGNATEDBATHROOMS OF ONE STORY LIVING UNITS FOR INSTALLATION OF FUTUREAND CURRENT GRAB BARS.

A1

10

0

B

AA1

A

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12

AA1

AA1

A

OFFICE

100

LARGE SCALE PLAN LOCATERELEVATION DETAIL LOCATER

DETAIL LOCATER

WALL SECTION LOCATER

BUILDING SECTION LOCATER PARTITION TYPE NUMBER

COLUMN LINE NUMBER

WINDOW TYPE INDICATOR

DOOR NUMBERSEE DOOR SCHEDULES FORADDITIONAL DOOR INFORMATION

DOOR

DOOR NUMBER

KEYNOTE INDICATOR

INTERIOR ELEVATION LOCATER

INDEX LETTER

SHEET NUMBERREVISION NUMBERINDICATES REVISIONS IN CLOUDEDAREAS. REVISION NUMBERCORRESPONDS TO REVISIONDATE ON TITLE STRIP.

SECTIONIDENTIFICATIONSHEET WITHSECTION

AA1

INDEX LETTERSHEET NUMBEROF SECTION

LOCATER

INDEX LETTERSHEET NUMBEROF DETAIL

ROOM NUMBERSEE ROOM FINISH SCHEDULESFOR ADDITIONAL ROOM ANDFINISH INFORMATION

ROOM NAME

ROOM NUMBER

LOCATER

SHEET NUMBERINDEX LETTER

06.46B

GENERAL DEMOLITION NOTES:

1. THESE DRAWINGS AS PART OF THE DOCUMENTS SHALL BE VIEWED ANDCONSIDERED AS A GENERAL GUIDELINE. ALL DRAWING INFORMATIONPROVIDED IS BASED UPON FIELD DIMENSIONAL INFORMATION PROVIDED BYOTHERS - OWNERS INFORMATION AND PRELIMINARY DESIGN DOCUMENTS.THEREFORE SINCE SUCH PREPARED DRAWINGS ARE BASED UPONREASONABLE LEVEL OF VERIFICATION OF EXISTING CONDITIONS INCLUDINGFINISHES ETC. IN THE EVENT DIMENSIONAL VARIATIONS, OBSCUREDCONDITIONS NOT READILY VIEWED OR ACCESSIBLE UNTIL THE DEMOLITIONPROCESS HAS BEGUN, OR FINISH VARIATIONS ARE DISCOVERED -SUBSTANTIAL VARIATIONS SHALL BE REVIEWED IMMEDIATELY WITH THEARCHITECTS OFFICE. HOWEVER, MINOR FRACTIONAL VARIATIONS SHALL BERECORDED AS A MATTER OF COURSE AND DISPATCHED IN AN ORDERLYFASHION BY THE OWNER'S REPRESENTATIVE AND OTHER FIELD PERSONNEL.

2. THE DEMOLITION DRAWINGS ARE TO PROVIDE GENERAL DEMOLITIONGUIDELINES ONLY AND MAY NOT BE INCLUSIVE OF ALL ITEMS, MATERIALS,SYSTEMS, ETC., REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THESCHEDULED NEW CONSTRUCTION. IN THE EVENT THAT SYSTEMS/ITEMSDISCOVERED DURING DEMOLITION REQUIRE REMOVAL FOR IMPLEMENTATIONOF THE NEW WORK, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLETESUCH REMOVAL, AND COORDINATE PROPOSED NEW CONSTRUCTION WITH SAIDREMOVAL.

3. GENERAL INTENTION OR SCOPE OF DEMOLITION WORK SHALL INCLUDEREMOVAL OF ALL EXISTING CONSTRUCTION, FINISHES, MECHANICAL SYSTEMS,ETC., AS REQUIRED FOR IMPLEMENTATION OF NEW PLAN AND FINISHES.

4. THE CONTRACTOR SHALL ENSURE THE TOTAL SAFETY, HEALTH, AND WELFAREOF ALL INDIVIDUALS WITHIN THE BUILDING PORTIONS IN WHICH DEMOLITION ANDSUBSEQUENT RECONSTRUCTION IS SCHEDULED TO OCCUR. PROVIDE ALLNECESSARY BARRICADES, PROTECTIVE SCREEN SHORING, ETC. ASNECESSARY.

5. ALL DEBRIS, EXISTING OR RESULTING FROM SCHEDULED CONSTRUCTIONDURING THE COURSE OF THE WORK, SHALL BE REMOVED FROM THE PROJECTAREA ON A DAILY BASIS. ALL SPACES INCLUDING STAIRS AND CORRIDORSSHALL BE MAINTAINED AND LEFT IN A BROOM CLEAN CONDITION DAILY.

6. ALL FIXTURES AND EQUIPMENT REMOVED AS SCHEDULED, SHALL BECONSIGNED TO THE GENERAL CONTRACTOR FOR REUSE AS SALVAGEDMATERIALS OR DISPOSAL AS REQUIRED. ALL INTERIOR DOORS AND ANYITEMS WHICH MAY BE DESIGNATED AS SALVAGEABLE DURING THECONSTRUCTION PERIOD, SHALL BE THE RESPONSIBILITY OF THE GENERALCONTRACTOR TO CATALOGUE AND PROVIDE STORAGE AND PROTECTIONFOR ALL SUCH MATERIALS INTENDED FOR REUSE.

7. ALL EXISTING ELECTRICAL, PLUMBING, AND HEATING SYSTEMS SHALL BEREMOVED, CAPPED, OR SEALED AS REQUIRED FOR THE CONTRACTOR TOIMPLEMENT THE NEWLY SCHEDULED WORK. SEE ELECTRICAL, HVAC, ANDPLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

8. IN THE EVENT THAT UNCOVERED CONDITIONS ARE CONSIDERED DEFECTIVE OROTHERWISE DISSIMILAR TO ANTICIPATED CONDITIONS, THE CONTRACTORSHALL NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY AND FOLLOWWITH A WRITTEN MEMORANDUM. PRIOR TO PROCEEDING WITH ANY BALANCEOF SCHEDULED WORK IN ANY GIVEN AREA, THE ARCHITECT/ENGINEER SHALLPERFORM INVESTIGATION SUFFICIENT TO DETERMINE STRUCTURAL INTEGRITYOF THE GIVEN COMPONENT.

9. ALL EXISTING WALL AREAS WHICH WERE PREVIOUSLY INTERSECTED BY OTHERWALLS, ETC. SHALL BE REPAIRED. REMOVE OLD MATERIALS TO A POINTWHERE NEW FINISH MATERIAL CAN BE EFFECTIVELY APPLIED TO A SOUND FIRMBASE. ALL OTHER CRACKED AND DAMAGED WALL AREAS SHALL BEREPAIRED SIMILARLY PRIOR TO THE APPLICATION OF FINAL WALL FINISHES.CONSIDER SPECIFICALLY REMOVAL OF ANY DRYWALL TO FRAME PRIOR TOPROCEEDING WITH FINAL FINISHES.

10. ALL FLOOR AREAS UPON WHICH PREVIOUS WALL LOCATIONS WERE BEARINGSHALL BE REPAIRED BY THE REMOVAL OF LOOSE DEBRIS (FOLLOWINGPARTITION REMOVAL), AND RESURFACE TO CAUSE THE NEW FINISH FLOORLEVEL TO BE A SMOOTH TRANSITION BETWEEN MAINTAINED FLOOR AREASAND REPAIRED POINTS.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTINGUTILITIES AND STRUCTURES BOTH VISIBLE AND OBSCURED BY OTHERASSEMBLIES, SUCH AS PAVEMENT, PLANTINGS, EARTHEN STRUCTURES,BUILDING, ETC., AND SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALLPREPARATION REQUIREMENTS WHICH MAY RESULT FROM DAMAGE DURING THECONSTRUCTION OF THE WORK SCHEDULED BY THE DEVELOPMENT PLANS.

12. ALL DEMOLITION SCHEDULED BY THESE DOCUMENTS, OR AS MAY OTHERWISEBE REQUIRED BY PREVIOUSLY UNFORESEEN CONDITIONS, SHALL BECOORDINATED BY THE GENERAL CONTRACTOR WITH ALL TRADESMAN, ANDWITH FINAL DRAWINGS OR MODIFICATIONS THERETO, TO DETERMINE THE TRUEAND FINAL EXTENT OF THE REQUIRED WORK.

13. ALL EXISTING MEANS OF EGRESS AND ALL FIRE PROTECTION FEATURES ARETO BE MAINTAINED DURING ALL PHASES OF WORK.

GENERAL SITE NOTES:

1. THE GENERAL NOTES AND THE FOLLOWING DRAWINGS ANDSPECIFICATIONS SHALL APPLY TO ALL CONTRACTORS ANDSUBCONTRACTORS.

2. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH THEOCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA, LATESTAMENDMENTS).

3. THE CONTRACTOR SHALL MAINTAIN THAT THE ENGINEER, THE ARCHITECTAND THE CITY ENGINEER BE INFORMED OF CONSTRUCTION STATUS ON AWEEKLY BASIS, OR AS OTHERWISE REQUESTED. IN ORDER TO ALLOW FORPROPER INSPECTIONS OF THE WORK. ALL WORK IS SUBJECT TOINSPECTION, AND ANY PORTION OF THE WORK MAY BE REJECTED AT ANYTIME IF FOUND IN CONFLICT WITH AND CONTRARY TO THE CONSTRUCTIONDRAWINGS AND/OR SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALLNECESSARY PERMITS AND INSPECTIONS. THE COST OF ALL PERMITS ANDINSPECTIONS SHALL BE TOTALLY BORN BY THE CONTRACTOR.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ANDINSTALLING IN PLACE ALL SITE IMPROVEMENTS AS SHOWN, TO THESATISFACTION OF THE ARCHITECT AND/OR ENGINEER, AND/OR THE CITYENGINEER. ALL CONSTRUCTION SHALL BE GUARANTEED TO BE OF THEHIGHEST QUALITY STANDARDS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANDREPLACING ALL DAMAGES TO UNDERGROUND UTILITIES AFFECTED BY THEWORK IN PROGRESS, OR ANY APPURTENANCES ENCOUNTERED.

7. RESPECTIVE UTILITY INSTALLERS SHALL BE RESPONSIBLE FOR PAYING ALLCOSTS FOR BRINGING NEW UTILITY SERVICES TO THE BUILDING. THESEINCLUDE BUT ARE NOT NECESSARILY LIMITED TO TAP FEES, IMPACT FEES,TRANSFORMER COSTS AND PRIMARY SERVICE LINE INSTALLATION FEES.

8. THE CONTRACTOR SHALL INVESTIGATE AND LOCATE ALL UTILITIES PRIORTO CONSTRUCTION AS FURTHER VERIFICATION TO SURVEY DATAPROVIDED. IN THE EVENT THAT VARIATIONS ARE FOUND, THE SAMEINFORMATION SHALL BE FURNISHED IMMEDIATELY AND IN WRITTEN FORMATTO THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK ASORIGINALLY SCHEDULED.

9. VERIFICATION OF AND COMPLIANCE WITH ALL APPLICABLE LOCAL, CITYAND/OR STATE GOVERNING AGENCY REQUIREMENTS IS THERESPONSIBILITY OF EACH CONTRACTOR.

10. THE LATEST EDITION OF THE STATE'S DEPARTMENT OF TRANSPORTATIONCONSTRUCTION AND MATERIALS SPECIFICATIONS (OR DEPARTMENT OFHIGHWAY REQUIREMENTS) ARE APPLICABLE TO THESE IMPROVEMENTS,UNLESS OTHERWISE SPECIFICALLY INDICATES.

11. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED AS REQUIRED, WITHSPECIFIC ALLOWANCES MADE FOR SETTLEMENTS OF MATERIALS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE ANDREPAIR OF ANY AND ALL TRENCH SETTLEMENTS FOR A PERIOD OF ONEYEAR FOLLOWING FINAL ACCEPTANCE OF THE WORK BY THE OWNER OFRESPONSIBLE AUTHORITY OF REPRESENTATIVES.

13. WHERE EXISTING PAVEMENT, DRIVEWAYS, PARKING AREAS, CURBS,GUTTERS, BERM STONE, SIDEWALKS, WATER LINES, GAS LINES, SANITARYOR STORM SEWER CATCH BASINS, MANHOLES AND RELATED ASSEMBLIES,DRAINS, FIELD TILES, CONDUIT PIPING, MAIN BOXES, TRAFFIC SIGNS, GATEVALVES, FIRE HYDRANTS, OR OTHER EXISTING FACILITIES ARE REMOVEDOR OTHERWISE DISTURBED DURING EXECUTION OF THE SCHEDULEDIMPROVEMENTS, SUCH FACILITIES SHALL BE REPLACED IN A CONDITION ATLEAST "AS GOOD" AS FOUND PRIOR TO COMMENCING THE WORK, SUCHRESPONSIBILITY SHALL BE OF THE CONTRACTOR.

14. THE CONTRACTOR SHALL REGRADE, SEED AND MULCH ALL DISTURBEDAREAS, OR OTHERWISE PROTECT ALL DISTURBED AREAS AS INDICATED.REFER TO LANDSCAPING PLAN FOR ADDITIONAL INFORMATION.

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5.

6.

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LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

10/08/12

A001

ABBREVIATIONSSYMBOLS &

NOTES


G

E

SOU

TH L

IBER

TY S

TREE

T (5

0' R/

W)

E/P

E/P

E/P

E/P

E/P

VIL

LAG

E O

F PO

WEL

L O

HIO

D.B

. 635

, PG

. 129

3.01

5 A

C.PA

RCEL

NO

. 319

4310

2024

000

EXISTING 2-STORY STRUCTURE153 SOUTH LIBERTY STREET

POWELL, OHIO

2 STORY ADDITION576 SF

EXISTINGPARKING

EXISTING DRIVE

5'-

0"

general notes: demolition1. COORDINATE LOCATIONS OF HIDDEN OR

BURIED UTILITIES BEFORE DEMOLITION2. PROTECT ALL FINISH SURFACES

IMMEDIATELY ADJACENT TOSURFACES/ELEMENTS TO BE REMOVED ORDEMOLISHED

3. VERIFY LOCATION OF IRRIGATION CONTROLSNOTED TO DETERMINE IF CONTROLSRELOCATION IS REQUIRED

4. COORDINATE STORAGE AND/OR DISPOSALOF DOORS AND WINDOWS TO BE REMOVED

5. COORDINATE STORAGE OF ELEMENTS TO BEREMOVED FOR RE-USE.

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5.

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LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

10/08/12

C101

SITE PLAN

1/8" = 1'-0"Site


- 153 South Liberty Street Powell, Ohio

FOR REFERENCE ONLY

12

'-0

"

4" CONCRETE SLABOVER3" MIN GRAVELOVER 6 MIL VAPORBARRIER W/6X6W1.4X1.4 WWF TOP

8" CMU W/#5 @ 32" O.C.

CONTINUOUS ISOLATIONJOINT

1'-8" X 12" DEEPW/(2) #5 CONTINUOUS @ BOTTOM

E

S101

1'-8" 1'-8"

1'-

8"

TOOLEDCONTROL JOINT

16'-0"

12

'-0

"

INDICATES LOCATIONOF CONCRETE ANCHOR(1/2" x16" 'J'-BOLT) @48" O.C. IN CONCRETEFILLED CELL

CONTINUOUS NAILERFASTENED TOEXISTING RIM BOARD

WO

OD

I-J

OIS

TS

@ 1

6" O

.C.

12

" DE

EP

PR

E-E

NG

INE

ER

ED

CO

MP

OS

ITE

LSL RIM BOARD

3/4" T&G OSBGLUED AND

NAILED W/10dSPIRAL OR

RING SHANKS

F

S101

G

S101

2X8 ACQ SILL

8" CMU STEM WALLPER FOUNDATIONPLAN

2'-

11

"4

'-0

"4

'-0

"8

"

2'-

11

"4

'-0

"4

'-0

"8

"

WALL FRAMING2X4@12"O.C.


A

A501

A

A501

12

'-0

"

WO

OD

I-J

OIS

TS

@ 1

6" O

.C.

12

" DE

EP

PR

E-E

NG

INE

ER

ED

CO

MP

OS

ITE

LSL RIM BOARD

3/4" T&G OSBGLUED AND

NAILED W/6dSPIRAL OR

RING SHANKS(2)2x10 HEADERW/2 JACKS & 1KING STUD

G

S101

(2)2x10HEADER

W/2 JACKS &1 KING STUD

(2)2x8HEADERW/1 JACK & 1

KING STUD

PROVIDE SOLIDWALL 'TEE' INEXISTING WALLFOR CONNECTIONOF NEW WALLFRAMING TOEXISTING WALLFRAMING

PROVIDE SOLIDWALL 'TEE' IN

EXISTING WALL FORCONNECTION OF

NEW WALL FRAMINGTO EXISTING WALL

FRAMING



TR

USS

ES

@ 2

4" O

.C.

PR

E-E

NG

INE

ER

ED

WO

OD

2X8 FASCIA

(2) 2x8 HEADERW/1 JACK & 1 KINGSTUD

OV

ER

FR

AM

ING

@ 2

4" O

.C.

PR

E-E

NG

INE

ER

ED

WO

DD

TR

USS

2x8 HEADER

8" F.V. 16'-0" FACE OF ROUGH FRAMING 8" F.V.

12

'-0

" FA

CE

OF

FR

AM

ING

8" F

.V.

BUILT-OVER ROOFON EXISTING ROOFDECK PER TRUSSMANUFACTURER

2xRIDGEBLOCKING PERTRUSSMANUFACTURER

NOTE:EAVE/OVERHANGDIMENSIONS TOMATCH EXISTING

(2) 2x8 HEADERW/1 JACK & 1 KINGSTUD

(2) 2x8 HEADERW/1 JACK & 1 KING

STUD

PROVIDE SOLIDWALL 'TEE' INEXISTING WALLFOR CONNECTIONOF NEW WALLFRAMING TOEXISTING WALLFRAMING

PROVIDE SOLIDWALL 'TEE' IN

EXISTING WALLFOR CONNECTION

OF NEW WALLFRAMING TO

EXISTING WALLFRAMING

7 /16" APARATED SHEATHING

7 /16" APARATED SHEATHING

1'-8"

1'-

0"

4"

2" R10 RIGID FOAMBOARD

ASPHALTIC WATERPROOFING

8" CONCRETE BLOCK W/#5 BARVERTICAL @ 32" O.C. (GROUTCELL SOLID) & TRUSS TYPEHORIZ REINFORCEMENT EVERY3RD COURSE

(2) # 5 BARS CONTINUOUS

#5 BARS @ 12" O.C. CONT

4" DIA PERFORATED DRAIN PIPEIN GEO-TEXTILE WRAPPED GRAVEL

CAST IN PLACE CONCRETE FOOTING

4" GRAVEL BASE

6MIL VAPOR BARRIER

1/2" (MIN) ISOLATION JOINT

4" CONCRETE SLAB

3"

3"

CONT HORIZONTAL LADDERTYPEJOINT REINFORCEMENT @ 24"O.C. VERT

1ST FLOOR100' - 0"

T.O. BASEMENTWALLS

98' - 9 7/8"

8" CONCRETE BLOCK W/#4BAR VERTICAL @ 24" O.C.(GROUT CELL SOLID) & TRUSSTYPE HORIZ REINFORCEMENTEVERY 3RD COURSE

1/2" DIA x16" 'J' BOLT @ 48" O.C.SEE FOUNDATION PLAN

ASPHALTIC WATERPROOFING

2" RIGID FOAMBOARD

EXPOSED BLOCK (LAST COURSE@ MINIMUM) TO BE SPLIT FACEBLOCK TO MATCH EXISTING

GALVANIZED FLASHING

LSL RIM BOARD PER JOISTMANUFACTURER

3/4" T&G OSB GLUED & FASTENEDW/6d RING OR SPIRAL SHANKGALVANIZED NAILS @ 6" O.C. @EDGES & 8" O.C. IN FIELD

2X4 SOLE PLATE OVER SILL SEAL

2X6 ACQ SILL, CONT

TJI PER JOIST MANUFACTURER

BLOCKING SUPPORT PER JOISTMANUFACTURER

2X4 BLOCKING @ 32" O.C.

2ND FLOOR110' - 1 5/8"

2ND FLOORBEARING

109' - 1"

CONTINUOUS DOUBLE PLATE TYPICAL

FLOOR FRAMING PER FRAMING PLANSW/(2) H2.5A PER END


LSL RIM BOARD

2X4 SUPPORT BLOCKING @ 24" O.C.

3/4" T&G APA RATED OSB SHEATHINGGLUED & FASTENED W/10d RING ORSPIRAL SHANK NAILS @ 6" O.C. @ EDGE &12" O.C. IN FIELD

(2) 16d @ 24" O.C. MAX

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5.

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LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

06/24/14

S101

FRAMINGPLANS AND

DETAILS

1/4" = 1'-0"S101foundation planA

1/4" = 1'-0"S101first floor framing planB


1/4" = 1'-0"S101second floor framing planC

1/4" = 1'-0"S101roof framing planD

1 1/2" = 1'-0"S101section detail - foundationE

1 1/2" = 1'-0"S101section detail - 1st floorF

1 1/2" = 1'-0"S101section detail 2nd floorG

UP

UP

DN

77'-4"

16'-0" 8'-8" 23'-0" 17'-8" 12'-0"

30

'-8

"

17

'-8

"1

3'-

0"

30

'-8

"

2'-

0"

7'-

8"

16

'-0

"5

'-0

"

HEATEDCRAWLSPACE

8'-0" 3'-4" 11'-8"

REMOVE PORTIONOF EXISTINGBLOCK WALL FORNEW CRAWL SPACEACCESS - SEEBUILDING SECTION

EXISTING CRAWLSPACE ACCESS

INDICATES EXTENTS OFEXISTING CRAWL SPACE

RECEPTION

OFFICE 3

OFFICE 2

OFFICE 1

CONFERENCE

LOUNGE

LAV WORK ROOM

CORRIDOR

CLOSET

ENTRY

77'-4"

16'-0" 31'-8" 17'-8" 12'-0"

77'-4"

16'-0" 8'-8" 23'-0" 29'-8"

30

'-8

"

13

'-0

"1

7'-

8"

30

'-8

"

5'-

0"

16

'-0

"7

'-8

"2

'-0

"

16'-0 1/2" 48'-11 1/2" 12'-4"

15

'-4

"7

'-8

"

A103

A

REMOVE SIDING, TRIMAND WEATHER BARRIER

DOWN TO STRUCTURALSHEATHING

DIMENSIONS IN FIELD

+/- 16'-2" COORDINATE

REMOVE WINDOW, HEADERWALL FRAMING BELOWAND PORTION OF ADJACENTWALL FRAMING INDICATED

F

S101

1'-0"

CONDENSING UNITSTO BE RELOCATED

graphic legend: demolitionINDICATES ELEMENT TO BEREMOVED

INDICATES GENERAL EXTENTS OFSIDING/FINISH ROOFING TO BEREMOVED

INDICATES EXTENTS OF WALLOR ROOF FRAMING/SHEATHINGTO BE REMOVED (SEEELEVATIONS)







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5.

6.

4.

LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

06/08/14

B101

EXISTINGBASEMENTAND FIRST

FLOOR PLAN

1/4" = 1'-0"basement plan - existing

1/4" = 1'-0"first floor plan - existing

EXISTING IRRIGATIONCONTROLS TO REMAIN

CONDENSING UNITS TOBE DISCONNECTED FORRELOCATION - SEEPROPOSED PLAN/SITEPLAN


DN

A103

A

REMOVE WINDOW, HEADERWALL FRAMING BELOWAND PORTION OF ADJACENTWALL FRAMING INDICATED

1'-0"

DIMENSIONS IN FIELD

+/- 16'-2" COORDINATE

REMOVE SIDING, TRIMAND VAPOR BARRIER

DOWN TO STRUCTURALSHEATHING

2'-5"

REQUIRED DIMENSIONS IN FIELD

18'-0" COORDINATE

10" / 12" 10" / 12"

4" /

12"

4" /

12"

4" /

12"

10" /

12"

10" /

12"

10" / 12" 10" / 12"

10" /

12"

10" /

12"

4" / 12"

PORTION OF EAVE TO BE REMOVEDPROVIDE 2X4 BLOCKS BETWEENTRUSSES OR RAFTERS ON TOPPLATE OF EXISTING WALL

GENERAL AREA OF FINISHROOF TO BE REMOVED DOWN TO STRUCTURALSHEATHING










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5.

6.

4.

LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

06/08/14

B102

SECONDFLOOR ANDROOF PLAN -

EXISTING

1/4" = 1'-0"second floor plan - existing

1/4" = 1'-0"roof plan existing


1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"

BASEMENT/FOUNDATION90' - 9 7/8"

2ND FLOORBEARING109' - 1"

ROOF BEARING118' - 2 5/8"

T.O. BASEMENTWALLS

98' - 9 7/8"

ADD ROOF BRNG118' - 2 3/4"

8'-

0"

9'-

1"

1'-

0 1

/2

"8

'-1

"

CONDENSERS TO BEDISCONNECTED FORRELOCATION

REMOVE EXISTING WINDOWAND HEADER

REMOVE WALL SHEATHING AND FRAMING BELOW WINDOW

GENERAL EXTENTS OF ROOFOVERHANG (FIN ROOF, GUTTER,FASCIA & SOFFIT) TO BE REMOVED

1'-0" +/-16'-2" F.V. 1'-0"

18'-2 1/2" FIELD VERIFY

REMOVE EXISTINGWINDOW & HEADER

REMOVE WALL SHEATHINGAND FRAMING BELOW WINDOW

GENERAL EXTENTS OFSIDING TO BE REMOVED

10" / 12"10" /

12"

10" / 12" 10" / 12"

10" / 12"

HE

AD

HE

IGH

T

7'-

10

" TY

PIC

AL

FIBER CEMENT LAP SIDING, TYPICAL

ASPHALT ROOFING SHINGLES, TYPICAL SHINGLE-OVER RIDGE VENT, TYPICAL

BOARD & BATTEN SIDING

HE

AD

HE

IGH

T

7'-

0" T

YP

ICA

L

+/- 3'-2"

1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"




T.O. BASEMENTWALLS

98' - 9 7/8"


10" / 12"

10" / 12"

10" /

12"

4" /

12"

HE

AD

HE

IGH

T

7'-

10

" TY

PIC

AL

HE

AD

HE

IGH

T

7'-

0"

TY

PIC

AL










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5.

6.

4.

LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

06/08/14

B201

EXTERIORELEVATIONS -

EXISTING

1/4" = 1'-0"north elevation - existing

1/4" = 1'-0"east elevation - existing


1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"




T.O. BASEMENTWALLS

98' - 9 7/8"


10" / 12" 10" / 12"

10" /

12"

10" /

12"

HARDI-PLANK LAP SIDING

HE

AD

HE

IGH

T

7'-

10

" TY

PIC

AL

HE

AD

HE

IGH

T

7'-

0" T

YP

ICA

L

ASPHALT SHINGLES, TYPICALASPHALT SHINGLES, TYPICAL

BOARD & BATTEN SIDING

1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"




T.O. BASEMENTWALLS

98' - 9 7/8"


10" / 12"

ASPHALT SHINGLES, TYPICAL HARDI-PLANKLAP SIDING, TYPICAL










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5.

6.

4.

LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

06/08/14

B202

EXTERIORELEVATIONS -

EXISTING

1/4" = 1'-0"south elevation - existing

1/4" = 1'-0"west elevation - existing


UP

DN

UP

general notes: plan1. GENERAL CONTRACTOR TO VERIFY THAT EXISTING

CONDITIONS ARE AS SHOWN. SHOULD ACTUAL CONDITIONSDIFFER, G.C IS TO INFORM ARCHITECT IN WRITINGIMMEDIATELY

2. NEW FINISH SIDING AND TRIMS TO MATCH EXISTING3. NEW WINDOWS TO MATCH EXISTING4. NEW DOORS TO MATCH EXISTING5. NEW INTERIOR FLOOR FINISHES TO BE SELECTED BY

OWNER

finish notes:1. NEW DOOR DESIGN TO MATCH

EXISTING DOOR DESIGN2. CONTRACTOR SHALL COORDINATE

ALL FINISHES AND MATERIALS WITHOWNER

B

A501

B

A501

A

A501

A

A501

NEW GWB FINISHOVER EXISTINGWALL SHEATHINGON EXISTING WALL

NEW DOOR TOMATCH EXISTING

RELOCATEDCONDENSINGUNITS - SEEMECHANICAL

NEW CONDENSINGUNIT - SEE MECHANICAL

RECEPTION

109

OFFICE 3

108OFFICE 2

107

OFFICE 1

106

CORRIDOR

105

CONFERENCE

104

WORK ROOM

103

LAV

102

ENTRY

208

LOUNGE

101

NEW OFFICE 01

110

16'-0"

1'-0" 4'-3" 7'-6" 4'-3"

12

'-0

"

8'-

0"

4'-

0"

8'-

0"

4'-

0"

EQ EQ

A

A A

A

W1

W2

01

B

A501

B

A501

A

A501

A

A501

NEW CRAWL SPACE TO BEINSULATED/HEATED AREA

REMOVE BLOCKSIN EXISTING WALL

FOR ACCESS TO NEWCRAWL SPACE

EXISTING CRAWL SPACE

EXISTING OPENING TOEXISTING CRAWL SPACE

12

'-0

"

+/- 8'-0" 3'-4"

1'-0" 16'-0"

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5.

6.

4.

LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

10/08/12

A101

BASEMENTAND FIRST

FLOOR PLAN


1/4" = 1'-0"first floor plan

1/4" = 1'-0"basement plan

DN

B

A501

B

A501

12

'-0

"

16'-0"

A

A501

A

A501

1'-

3"

1'-1" 1'-1"

EXTERIOR FACE OF WALLBELOW

GUTTER

SHINGLE-OVERRIDGE VENT

BUILT-OVERROOF

NEW VALLEYFLASHING

NEW VALLEYFLASHING

NEW VALLEYFLASHING

NEW VALLEYFLASHING

EXTERIOR FACE OF WALLBELOW

GUTTER

10" / 12"10" / 12"

4" /

12"

4" /

12"

10" /

12"

10" /

12"

general notes: plan1. GENERAL CONTRACTOR TO VERIFY THAT EXISTING

CONDITIONS ARE AS SHOWN. SHOULD ACTUAL CONDITIONSDIFFER, G.C IS TO INFORM ARCHITECT IN WRITINGIMMEDIATELY

2. NEW FINISH SIDING AND TRIMS TO MATCH EXISTING3. NEW WINDOWS TO MATCH EXISTING4. NEW DOORS TO MATCH EXISTING5. NEW INTERIOR FLOOR FINISHES TO BE SELECTED BY

OWNER

general notes: roof plan1. GENERAL CONTRACTOR TO VERIFY THAT EXISTING

CONDITIONS ARE AS SHOWN. SHOULD ACTUALCONDITIONS DIFFER, G.C IS TO INFORM ARCHITECT INWRITING

2. NEW FINISH ROOFING TO MATCH EXISTING3. NEW FLASHING AND DRIP EDGE TO MATCH EXISTING4. NEW RIDGE VENT TO MATCH EXISTING5. NEW SOFFIT AND SOFFIT VENTS TO MATCH EXISTING

finish notes:1. NEW DOOR DESIGN TO MATCH

EXISTING DOOR DESIGN2. CONTRACTOR SHALL COORDINATE

ALL FINISHES AND MATERIALS WITHOWNER

B

A501

B

A501

A

A501

A

A501

NEW GWB FINISHOVER EXISTING

WALL SHEATHINGON EXISTING WALL

NEW DOOR TOMATCH EXISTING

OFFICE 5

204

OFFICE 6

206

CORRIDOR

202

OFFICE 4

203

OPEN OFFICE

201

LAV

200

CLOSET

113

NEW OFFICE 02

207

02

A

A A

A

16'-0"

12

'-0

"

8'-

0"

4'-

0"

1'-0" 4'-3" 7'-6" 4'-3"

12

'-0

"

8'-

0"

4'-

0"

W1

W2

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5.

6.

4.

LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

10/08/12

A102

SECONDFLOOR ANDROOF PLAN

1/4" = 1'-0"roof plan


1/4" = 1'-0"second floor plan

EXTEND ROOFSHEATHING SOLIDBELOW RIDGE VENTFOR DISTANCE OF 24"EACH SIDE OFCOMMON WALLS

EXTEND ROOF SHEATHINGSOLID BELOW CONTINUOUSRIDGE VENT FOR DISTANCEOF 24" EACH SIDE OFDRAFTSTOPPING AND FIRERATED WALLS. BLOCK RIDGEVENT TO STOP PASSAGE OFAIR BETWEEN UNITS

PLYWOODGUSSET

MINIMUM 2" AIR SPACE

WOOD TRUSS

SHINGLES OVER ROOFINGFELT PER SPECIFICATIONS

FILTER VENT 'RIDGE FILTERSHINGLE VENT'

SHINGLES NAILED OVER RIDGEVENT IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS

1" AIR SPACE EA. SIDE

WOOD TRUSS & RIDGE BEAM

SHINGLES OVER ROOFING FELTPER SPECIFICATIONS

FILTER VENT 'RIDGE FILTERSHINGLE VENT'

SHINGLES NAILED OVER RIDGEVENT IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS

2"

1"

VALLEY FLASHINGAS SPECIFIED WITH1" 'V' CRIMP

BEND BACK EDGEOF FLASHING 1/2"CONTINUOUS EACHSIDE AS SHOWN

ROOF SHEATHING ASSPECIFIED

15# ROOFING FELTOVER ICE GUARD ASSPECIFIED

36" WIDE ICE GUARDUNDERLAYMENTCENTERED ON VALLEY

COMPOSITION SHINGLES- CROP TOP CORNER OFEND SHINGLES 45 3/4" x3/4" BOTH SIDES OFVALLEY

5"

1'-0"

INTERIOR

EXTERIOR3'-2" +/- REMOVE WINDOW AND ALL

COMPONENTS IN SHADED AREAAND BELOW FOR INSTALLATIONOF NEW INTERIOR DOOR

W1 EXISTING EXTERIOR WALLCONVERTED TO INTERIOR WALL

W2 EXTERIOR WALL

F1 UNRATED FLOORCEILING ASSEMBLY

R1 ROOF CEILING ASSEMBLY

2X4 @ 16" O.C. WITH SINGLE SOLEPLATE AND TWO TOP PLATES(EXISTING)

1/2" GYPSUM BOARD (EXISTINGINTERIOR)

7/16" OSB SHEATHING (EXISTING)

1/2" GYPSUM WALLBOARD


2X4 @ 16" O.C. WITH SINGLE SOLEPLATE AND TWO TOP PLATES

7/16" OSB SHEATHING

FIBER CEMENT LAPPED SIDING WITH5" EXPOSURE (TO MATCH EXISTING)


NOMINAL 12" TJI JOISTS @16" O.C.

3/4" T&G APA RATED SHEATHINGGLUED & NAILED WITH 6d RING ORSPIRAL SHANK NAILS @ 8" O.C. INFIELD & 6" O.C. @ EDGES


PRE-ENGINEERED, PRE-MANUFACTURED WOOD ROOFTRUSSES @ 24" O.C.

1/2" MIN APA RATED ROOFSHEATHING NAILED WITHGALVANIZED 6d RING OR SPIRALSHANK NAILS @ 6" O.C. IN FIELD & 4"O.C. @ EDGES

WEATHER BARRIER

6 MIL VAPOR BARRIER

R19 BATT INSULATION

15# FELT PAPER

ASPHALT SHINGLES (TO MATCHEXISTING)

R30 INSULATION

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5.

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LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

06/25/14

A103

PLAN DETAILSAND

SCHEDULES 1" = 1'-0"A103

ridge and hip vent detailB

1" = 1'-0"A103valley flashingC

3/4" = 1'-0"A103plan detailA

Door ScheduleMark Location Width Height

FireRating

HardwareSet Remarks

01 NEW OFFICE 01 3' - 0" 6' - 8" NA PRIVACY DOOR, DOOR FRAME AND HARDWARETO MATCH EXISTING

02 NEW OFFICE 02 3' - 0" 6' - 8" NA PRIVACY DOOR, DOOR FRAME AND HARDWARETO MATCH EXISTING

Window ScheduleMark Height Width Comments

A 6' - 0" 2' - 6" NEW WINDOWS TO MATCH EXISTING


1 1/2" = 1'-0"A103ASSEMBLY TYPESD

1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"




T.O. BASEMENTWALLS

98' - 9 7/8"

B

A501


NEW RIDGE VENTTO MATCH EXISTING

NEW FINISH ROOFINGTO MATCH EXISTING

NEW FASCIA ANDSOFFIT TO MATCHEXISTING

NEW GUTTERS/DOWNSPOUTSTO MATCH EXISTING

NEW SIDING & TRIMTO MATCH EXISTING

NEW WINDOWS & TRIMTO MATCH EXISTING

SPLIT FACE BLOCKTO MATCH EXISTING

EXISTING CONDENSERSRELOCATED

NEW ADDITION

EXTENT OF

NEW CRAWL SPACE

EXTENT OF

D

A501

A202

ATYP

G

S101

1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"




8'-

0"

9'-

1"

1'-

0 1

/2

"8

'-1

"

T.O. BASEMENTWALLS

98' - 9 7/8"


A

A501

WIN

DO

W H

D H

T

7'-

10

" N

EW

WIN

DO

W H

D H

T

7'-

0"

NE

W

10" / 12"10" /

12"

EXTENT OF NEW ADDITIONRELOCATEDEXISTING

CONDENSERS

NEWCONDENSER

SEE MECHANICALDRAWINGS

NEW RIDGE VENT TO MATCH EXISTING

NEW FINISH ROOFING TO MATCH EXISTING

NEW FASCIA AND SOFFIT TO MATCH EXISTING

NEW SOFFIT RETURN TO MATCH EXISTING

NEW GUTTERS/DOWNSPOUTSTO MATCH EXISTING

NEW SIDING & TRIMTO MATCH EXISTING

NEW WINDOWS & TRIMTO MATCH EXISTING


10" / 12"10" /

12"

10" /

12"

10" / 12"

10" / 12"

A202

ATYP

general notes: building elevations1. PROVIDE SPLIT FACE BLOCK AT LAST COURSE OF FOUNDATION STEM WALLS TO

MATCH EXISTING2. NEW FINISH SIDING (PRE-FINISHED HARDI-PLANK AND TRIM) TO MATCH EXISTING3. NEW EXTERIOR WINDOW TRIM TO MATCH EXISTING WINDOW EXTERIOR TRIM.

PROVIDE NEW 'PEDIMENT' TYPE TRIM AT WINDOWS TO MATCH EXISTING. (EXISTINGWINDOWS ARE NOT SHOWN WITH TRIM) - SEE DETAIL A/A202

4. NEW EAVE TO MATCH EXISTING WITH LIKE FASCIA SIZE, PROFILE AND FINISH, SAMEDRIP EDGE (IF ANY), SAME GUTTER PROFILE AND SAME SOFFIT MATERIAL

5. PROVIDE SAME SIZE AND PROFILE OF FRIEZE BOARD TO MATCH EXISTING6. PROVIDE SAME SOFFIT RETURNS AT GABLE END TO MATCH EXISTING7. NEW DOWNSPOUTS SIZE AND PROFILE TO MATCH EXISTING8. NEW PAINT COLOR(S) TO BE COORDINATED WITH OWNER AND ARCHITECT

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5.

6.

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LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

10/08/12

A201

EXTERIORELEVATIONS

1/4" = 1'-0"east elevation

1/4" = 1'-0"north elevation

EXTENT OF EXISTING CRAWL SPACE

EXTENT OF NEW CRAWLSPACE


1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"




T.O. BASEMENTWALLS

98' - 9 7/8"

B

A501


EXTENT OF NEW ADDITION

EXTENT OF NEW CRAWL SPACE


NEW SIDING ANDTRIM TO MATCH

EXISTING

NEW WINDOW ANDTRIM TO MATCH

EXISTING

NEW FASCIA TOMATCH EXISTING

NEW GUTTER

NEW FINISH ROOFINGTO MATCH EXISTING

NEW RIDGE VENT TOMATCH EXISTING

8"

5"

3"

5/4" X 4"FIBER CEMENTBOARD TRIM

5/4" X 8"FIBER CEMENTBOARD TRIMCUT ASINDICATED

3/4" FIBERCEMENTBOARD TRIMCAP

GALVANIZEDFLASHINGBEHIND SIDING

general notes: building elevations1. PROVIDE SPLIT FACE BLOCK AT LAST COURSE OF FOUNDATION STEM WALLS TO

MATCH EXISTING2. NEW FINISH SIDING (PRE-FINISHED HARDI-PLANK AND TRIM) TO MATCH EXISTING3. NEW EXTERIOR WINDOW TRIM TO MATCH EXISTING WINDOW EXTERIOR TRIM.

PROVIDE NEW 'PEDIMENT' TYPE TRIM AT WINDOWS TO MATCH EXISTING. (EXISTINGWINDOWS ARE NOT SHOWN WITH TRIM) - SEE DETAIL A/A202

4. NEW EAVE TO MATCH EXISTING WITH LIKE FASCIA SIZE, PROFILE AND FINISH, SAMEDRIP EDGE (IF ANY), SAME GUTTER PROFILE AND SAME SOFFIT MATERIAL

5. PROVIDE SAME SIZE AND PROFILE OF FRIEZE BOARD TO MATCH EXISTING6. PROVIDE SAME SOFFIT RETURNS AT GABLE END TO MATCH EXISTING7. NEW DOWNSPOUTS SIZE AND PROFILE TO MATCH EXISTING8. NEW PAINT COLOR(S) TO BE COORDINATED WITH OWNER AND ARCHITECT

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5.

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LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

06/08/14

A202

EXTERIORELEVATION -PROPOSED

1/4" = 1'-0"WEST ELEVATION -PROPOSED

1" = 1'-0"A202WINDOW TRIM DETAILA


1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"


ACCESS

10

'-1

1/

2"

+/-

8'-

1"

CIP CONCRETE FOOTING

8" CMU WALL

4" SLAB OVER 6 MILVAPOR BARRIER OVER4" GRAVEL

NEW CRAWL SPACE ACCESSFROM EXISTING BASEMENT

3/4" T&G PLYWD SUB FLOOROVER 12" TJI JOISTS

NEW DOOR IN ENLARGEDEXISTING WINDOW OPENING

NEW SIDING & TRIM TOMATCH EXISTING

3/4" T&G PLYWD SUB FLOOROVER 12" TJI JOISTS

NEW DOOR IN ENLARGEDEXISTING WINDOW OPENING

NEW SIDING & TRIM TOMATCH EXISTING

FINISH FASCIA/EAVETO MATCH EXISTING

10" / 12" 10" / 12"

A

A501

C

A501

A501

D

NOTE: PORTION OF EXISTINGEXTERIOR WALL TO BECOME

INTERIOR WALL TO BESTRIPPED OF SIDING TRIM

AND EXISTING WEATHERBARRIER - SHEATHING TOREMAIN - APPLY NEW 1/2"

GYPSUM WALLBOARD OVEREXISTING SHEATHING

RIDGE AND SOFFIT VENTSTO MATCH EXISTING

COORDINATE HEIGHT OFNEW TRUSS HEEL W/EXISTINGTO MAINTAIN SAME ROOF SLOPEAND TO MATCH NEW RIDGE WITHEXISTING RIDGE

EXISTINGRIDGE

FINISH ROOF TO MATCH EXISTINGOVER FELT OVER APA RATED

SHEATHING OVER PRE-ENGINEEREDROOF TRUSSES

NEW TOP OF CONCRETE SLABON GRADE IN NEW CRAWLSPACE TO MATCH TOPOF SLAB IN EXISTINGCRAWL SPACE

S101

E

S101

F

S101

G

1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"


EXISTING ROOFSHEATHING SURFACE

EXISTING ROOFOVERHANG TO BE REMOVED

NEW DOOR AND HEADER INEXISTING OPENING - EXISTING

WINDOW OPENING HEADERTO BE REMOVED WHEN

EXPANDING OPENING FORNEW DOOR - PORTION OF

WALL BELOW EXISTINGWINDOW SILL TO BE

REMOVED

NOTE: PORTION OF EXISTINGEXTERIOR WALL TO BECOME

INTERIOR WALL TO BESTRIPPED OF SIDING TRIM

AND EXISTING WEATHERBARRIER - SHEATHING TOREMAIN - APPLY NEW 1/2"

GYPSUM WALLBOARD OVEREXISTING SHEATHING

BUILT-OVER ROOF - USEPRE-ENGINEERED TRUSSES

A501

C

D

A501

NEW TOP OF CONCRETESLAB ON GRADE IN NEWCRAWL SPACE TO MATCHTOP OF SLAB IN EXISTINGCRAWL SPACE

PROVIDE OPENING IN EXISTINGSHEATHING TO ALLOW SPACES TOCOMMUNICATE FOR VENTILATION

ACCESS OPENING IN EXISTINGFOUNDATION WALL

1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"


8'-

5 1

/2

" +/

-8

'-1

"1

0'-

1 1

/2

"

20" w x 12" dREINFORCED CONCRETEFOOTING W/2 #5 CONTBOTTOM

4"

1'-

0"

1'-

2"

CR

AW

L S

PA

CE

DE

PT

H

+/-

9 C

OU

RS

ES

(M

AT

CH

EX

IST

ING

)1

'-0

"

8" CONCRETE BLOCKSTEM WALL W/#5@32" O.C.VERT IN GROUTED CELL


4" DIA PERF PIPE TOSUMP (WRAP GRAVEL INGEO-TEXTILE FABRIC

3/4" ISOLATION JOINT,CONTINUOUS

4"CONC SLABOVER 6 MIL

VAPOR BARRIEROVER GRAVEL BASE

2" RIGID R10 FOAMBOARD

1/2" DIA ANCHOR BOLTS @ 48"O.C. @ NOT MORE THAN 12"FROM CORNERS NDEMBEDDED 15" MIN IN BLOCK

SPLIT FACE BLOCK TO MATCHEXISTING

2X8 ACQ SILL

LSL RIM BOARD

R-19 RIM BOARD INSULATION

11 7/8" TJI JOISTS PERFRAMING

LIGHT-FRAMED SHEAR WALLSYSTEM" 7/16" APA RATEDSHEATHING ATTACHED TOSTUDS W/8d NAILS @ 6" O.C. &AT EDGES @ 12" O.C. IN FIELD,TYPICAL

FIBER CEMENT SMOOTH LAPSIDING W/5" EXPOSURE

INFILTRATION BARRIER

1/2" GWB OVER 6MIL VAPORBARRIER

3/4" T&G APA RATED OSBSHEATHING GLUED &

FASTENED W/10d RING ORSCREW SHANK NAILS @ 6" O.C.

@ EDGES & 12" O.C. IN FIELD

LSL RIM BOARD


11 7/8" TJI JOISTS PERFRAMING



WEATHER RESISTIVEBARRIER

1/2" GWB OVER 6MIL VAPORBARRIER


FASTENED W/10d RING ORSCREW SHANK NAILS @ 6" O.C.

@ EDGES & 12" O.C. IN FIELD

5/8" GYPSUM BOARDCEILING

5/8" GYPSUM BOARDCEILING

PRE-ENGINEERED, PRE-MANUFACTURED GABLE TRUSS

FIBER CEMENT SIDING FRIEZEBOARD TO MATCH EXISTING


ASPHALT SHINGLES OVER 15# ROOF FELT OVER 7/16"APA RATED SHEATHINGOVER PREMANUFACTUREDROOF TRUSSES

3/8" CEDAR PLYWD SOFFIT(OR MATCH EXISTING)

PRE-ENGINEERED, PRE-MANUFACTURED ROOF TRUSS

R30 INSULATION, MINIMUM

2X6 KICKER @ 48" O.C.

SIMPSON A35 @ EA KICKER



CONT DBL TOP PLATE

CONT DBL TOP PLATE

3"

3"

SIMPSON A35 @ EA KICKER

1ST FLOOR100' - 0"

2ND FLOOR110' - 1 5/8"


10

'-1

1/

2"

+/-

8'-

1"

20" w x 12" d REINFORCEDCONCRETE FOOTING W/2#5 CONT


3" DIA PERF PIPE TOSUMP

1/2" ISOLATION JOINT,CONTINUOUS

4"CONC SLABOVER 6 MIL

VAPOR BARRIEROVER GRAVEL BASE

2" RIGID R10 FOAMBOARD

1/2" DIA ANCHOR BOLTS @48" O.C. @ NOT MORE THAN12" FROM CORNERS NDEMBEDDED 15" MIN IN BLOCK

SPLIT FACE BLOCK TO MATCHEXISTING

2X8 ACQ SILL

LSL RIM BOARD


11 7/8" TJI JOISTSPER FRAMING

W/H2.5A EA END

10" / 12"

WINDOW TO MATCHEXISTING

WINDOW TRIMSIZE/PROFILE TO MATCHEXISTING

WINDOW PEDIMENT HEADTRIM TO MATCH EXISTING

WINDOW PEDIMENT HEADFLASHING TO MATCHEXISTING

LSL RIM BOARD




FASTENED W/10d RING ORSCREW SHANK NAILS @ 6"O.C. @ EDGES & 12" O.C. IN

FIELD

WINDOW TO MATCHEXISTING

WINDOW PEDIMENT HEADTRIM TO MATCH EXISTING

WINDOW PEDIMENT HEADFLASHING TO MATCHEXISTING

3/8" CEDAR SOFFIT ORTO MATCH EXISTING

GUTTER SIZE/PROFILETO MATCH EXISTING

1X8 CEDAR FASCIA ORTO MATCH EXISTING

METAL DRIP EDGE TOMATCH EXISTING

ASPHALT SHINGLESOVER 15# ROOFINGFELT OVER APA RATED7/16" OSB OVERPREMANUFACTUREDROOF TRUSSES

COORDINATE HEIGHT OF NEWROOF TRUSS HEEL HEIGHT SO THAT

NEW TRUSS SLOPE MATCHESEXISTING AND SO THAT NEW

ROOF RIDGE IS AT OR BELOW EXISTING RIDGE HEIGHT

HE

EL

HT

TR

USS

PROVIDE INSULATIONBAFFLE

1'-8"

1'-

0"

3"

3"

11 7/8" TJI JOISTSPER FRAMING

W/H2.5A EA END

DBL TOP PLATE, CONT

DBL TOP PLATE, CONT

WEATHER RESISTIVEBARRIER

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PROJECT #:

SHEET DATE:

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2.

3.








5.

6.

4.

LIBERTYPARK

OFFICEADDITION


PERMITDOCUMENTS

06/02/15

14127

10/08/12

A501

BUILDING &WALL

SECTIONS

1/4" = 1'-0"A501bldg section 'B'B

1/4" = 1'-0"A501bldg section 'A'A

3/4" = 1'-0"A501wall section - gableC

3/4" = 1'-0"A501bldg section 'B'D


Δ

@ 2014 BY:

BERARDI + PARTNERS, INC.

ARCHITECTS AND ENGINEERS

ALL RIGHTS RESERVED

PROJECT DATE:

PROJECT #:

SHEET DATE:

LIBERTY

PARK

OFFICE

ADDITION

153 South Liberty Street

Powell, Ohio

PERMIT

DOCUMENTS

06/02/15

14127

02/20/15


DN

DN

Ratings: GENERAL INFORMATION: MAIN OPTIONS: BUSS OPTIONS: BRANCH OPTIONS*

PANEL: P1 LOCATION: BASEMENT MAIN BREAKER: 200 NEUTRAL BUS: Y G = W/ GFCI PROTECTION

AMPS: 200 MOUNTING: EXISTING W/ SHUNT TRIP: N SERVICE RATED: NA = W/ ARC FAULTPROTECTION

VOLTS: 240 FED FROM: UTILITY TRANSFORMER MAIN LUGS ONLY: N GRD. BUS: Y R = W/ RELAY CONTROL

PHASE: 1 SHORT CIRCUIT: EXISTING SUB-FEED LUGS: N ISO. GRD. BUS: N L = W/ LOCK ON DEVICE

WIRE: 3 FEED THRU LUGS: N

VA LOAD WIRE GRD CB/P * CKT Ø CKT * CB/P GRD WIRE LOAD VA

0 A/C #1 40/2 E 1 A 2 E 40/2 A/C #2 0

0 " " 40/2 E 3 B 4 E 40/2 " " 0

0 2ND FLR RECEPT, OPEN OFFICE, BATH 20/1 E 5 A 6 E 20/1 2ND FLR LIGHTS,ATTIC LIGHT 0

0 RM 204 WATER TANK 20/1 E 7 B 8 E 20/1 MAIN FLR LIGHTING 0

0 RECEPTION, BATH GRF, EXTERIOR GRF 20/1 E 9 A 10 E 20/1 RM 205 N & E RECEPT 0

0 BASEMENT, GARBAGE DISP 20/1 E 11 B 12 E 20/1 RM 205 EAST WALL QUAD 0

0 BSMNT DISHWASHER 20/1 E 13 A 14 E 20/1 2ND FLR LIGHTING 0

0 EXIT/EM LIGHTS 20/1 E 15 B 16 E 20/1 RM 205 WEST WALL QUAD 0

0 LOUNGE,FRIDGE/CAB RECEPT 20/1 E 17 A 18 E 20/1 RM 205 SOUTH WALL QUAD 0

0 WORK RM OUTLETS & SOUTH WALL 20/1 E 19 B 20 E 20/1 MAIN FLR LIGHTING 0

0 BSMNT FRIDGE 20/1 E 21 A 22 E 20/1 RM 204 N &E WALL RECEPT 0

0 WORK RM RECEPT& E WALL 20/1 E 23 B 24 E 20/1 RM 206 WEST & EAST WALL 0

0 BATH GFI 2ND FLR 20/1 E 25 A 26 E 20/1 RM 106 & CORRIDOR RECEPT 0

0 BASEMENT KITCHEN GFI 20/1 E 27 B 28 E 20/1 OFFICE RM 107& GENERAL RECEPT 0

0 BASEMENT LIGHTS 20/1 E 29 A 30 E 20/1 LOUNGE & COUNTER RECEPTACLES 0

0 ATTIC FURNACE 20/1 E 31 B 32 E 20/1 MAIN FLOOR LIGHTS 0

0 RM'S 204,206 & QUAD GEN RECEPT 20/1 E 33 A 34 E 20/1 MAIN FLOOR& EXTERIOR REAR LIGHTS 0

0 BASEMENT FURNACE 20/1 E 35 B 36 E 20/1 MAIN FLR LIGHTING 0

0 COMUTER GFI 20/1 E 37 A 38 E 20/1 RM 104 & GEN RECEPTACLES 0

0 SUMP PUMP 20/1 E 39 B 40 E 20/1 LOUNGE GENERAL RECEPTACLES 0

1080 RECEPTACLES NEW ADDITION 12 12 20/1 41 A 42 20/1 12 12 RECEPTACLES NEW ADDITION 1080

CONNECTED(VA) DEMAND FACTOR

DEMAND(VA) PHASE A CONNECTED LOAD (KVA)= 0.00

LIGHTING 0 125% 0 PHASE B CONNECTED LOAD (KVA)= 2.16

RECEPTACLES 2,160 100% FOR < 10KVA50% REMAINING VA

2,160TOTAL CONNECTED LOAD (KVA)= 2.16

ELECTRIC SPACE HEAT 0 0% 0

COOLING 0 100% 0 TOTAL CONNECTED LOAD (AMPS)= 9.00

MOTORS 0 100% + 25% LARGEST 0

MISCELLANEOUS 0 100% 0

PANEL TOTAL (VA) 2,160 2,160

CURRENT @ 240V 1Ø (AMPS) 9.0 9.0

@ 2014 BY:



ALL RIGHTS RESERVED

PROJECT DATE:

PROJECT #:

SHEET DATE:

LIBERTY

PARK

OFFICE

ADDITION


Powell, Ohio

PERMIT

DOCUMENTS

06/02/15

14127

02/20/15


c:usersegoodwindocumentsa27 - sheet - a000 - … code requirements shall be verified by and ... b101...

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