h c o r p o r a t i o n lynn s. woodbury and associates...

PROJECT LOCATION

1. THE OWNER RESERVES THE RIGHT TO ESTABLISHREASONABLE RULES AND REGULATIONS PERTAINING TOTHE USE OF THE SITE DURING THE PROJECTCONSTRUCTION.

2. DO NOT UNREASONABLY ENCUMBER THE SITEWITH MATERIALS OR EQUIPMENT. STOCKPILE ALLMATERIALS WITHIN THE TENANT'S SPACE.

3. CONTRACTOR SHALL KEEP THE CONSTRUCTIONSITE CLEAN, PROVIDE FACILITIES FOR THE DISPOSAL OFWASTE MATERIALS, REGULAR CLEANUP OF THECONSTRUCTION SITE, AND IMPLEMENT PRECAUTIONS ANDPROCEDURES AS TO MINIMIZE NOISE, DUST OR OTHERHARMFUL OR UNDESIRABLE AFFECTS ON ADJOININGTENANT SPACES.

4. WHERE ALLOWANCES ARE CALLED FOR,CONTRACTOR SHALL OBTAIN AND SUBMIT PROPOSALSFOR THE WORK OF EACH ALLOWANCE. CONTRACTOR'SCOST FOR UNLOADING, HANDLING, LABOR, INSTALLATION,OVERHEAD AND PROFIT, AND ANY OTHER EXPENSESCONTEMPLATED FOR THE ORIGINAL ALLOWANCE SHALL BEINCLUDED IN THE CONTRACT SUM AND NOT IN THEALLOWANCE.

5. CHANGE ORDERS FOR UNIT-COST TYPEALLOWANCES SHALL BE BASED SOLELY ON THEDIFFERENCE BETWEEN THE ACTUAL UNIT PURCHASEAMOUNT AND THE UNIT ALLOWANCE MULTIPLIED BY THEFINAL MEASURE OR COUNT OF WORK-IN-PLACE WITHREASONABLE ADJUSTMENT WHERE APPLICABLE FORCUTTING LOSSES, TOLERANCES, MIXING WASTES, ANDSIMILAR MARGINS.

6. AN ALTERNATE IS AN AMOUNT PROPOSED BY THECONTRACTOR AND STATED ON THE BID FORM THAT WILLBE ADDED OR DEDUCTED FROM THE BASE BID AMOUNT IFOWNER DECIDES TO ACCEPT OR DELETE THE ALTERNATEWORK ITEM. COORDINATE RELATED WORK AND MODIFY ORADJUST ADJACENT WORK AS REQUIRED SO THATALTERNATE IS COMPLETE AND FULLY INTEGRATED. ALLADDITIONAL COST OR SAVINGS ASSOCIATED WITHADJUSTMENTS OR TO MODIFICATIONS IN ADJOINING WORKMUST BE INCLUDED IN THE PRICE OF EACH ALTERNATE.

7. COORDINATION MEETINGS MAY BE REQUESTED ATANY TIME BY THE OWNER OR ARCHITECT. REGULARWEEKLY COORDINATION MEETINGS SHALL BE HELD WHICHSHALL INCLUDE THE ARCHITECT, OWNER'SREPRESENTATIVE, CONTRACTOR'S FIELDSUPERINTENDENT, CONTRACTOR'S PROJECT MANAGER,AND TENANT'S REPRESENTATIVE.

8. WHEN LAYING OUT WORK, CONTRACTOR IS TO BERESPONSIBLE FOR ALL LINES, ELEVATIONS,MEASUREMENTS OF THE BUILDING, UTILITIES, AND OTHERWORK EXECUTED UNDER THE CONTRACT.

9. CONTRACTOR SHALL MAINTAIN WRITTENRECORDS AT THE PROJECT SITE. THESE RECORDSINCLUDE COPIES OF ALL INSPECTION REPORTS, TESTRESULTS, APPROVED SHOP DRAWINGS, SUBMITTALS ANDOTHER CERTIFICATES DEMONSTRATING CONTRACTOR'SPERFORMANCE OF INSPECTIONS AND COMPLIANCE WITHMUNICIPAL REQUIREMENTS.

10. CONTRACTOR SHALL MAINTAIN A SET OFDRAWINGS WHICH SHALL BE MARKED ON A CONTINUINGBASIS SHOWING ANY DEVIATION OR CHANGES TO THEWORK. AS-BUILT DRAWINGS SHALL SPECIFICALLY LOCATETHE DEPTH AND POSITION OF ALL UNDERGROUND UTILITYAND SERVICE LINES, CONDUITS, RACEWAYS, ETC.

11. THE INSTALLER OF EACH MAJOR UNIT WORK SHALLINSPECT THE SUBSTRATE TO RECEIVE THE WORK ANDCONDITIONS UNDER WHICH THE WORK IS TO BEPERFORMED. DO NOT PROCEED UNTIL UNSATISFACTORYCONDITIONS HAVE BEEN CORRECTED.

12. WHERE INSTALLATIONS INCLUDE MANUFACTUREDPRODUCTS, COMPLY WITH THE MANUFACTURER'SAPPLICABLE INSTRUCTIONS AND RECOMMENDATIONS FORINSTALLATION TO THE EXTENT THESE INSTRUCTIONS ANDRECOMMENDATIONS ARE MORE EXPLICIT OR MORESTRINGENT THAN THE REQUIREMENTS INDICATED IN THECONTRACT DOCUMENTS.

13. PROVIDE ATTACHMENT, CONNECTION DEVICES,BLOCKING, SLEEVING, AND METHODS FOR SECURINGWORK. SECURE WORK TRUE TO LINE, LEVEL, AND PLUMBWITHIN RECOGNIZED INDUSTRY TOLERANCES. ALLOW FOREXPANSION AND BUILDING MOVEMENT. PROVIDE UNIFORMJOINT WIDTH IN EXPOSED WORK. ARRANGE JOINTS INEXPOSED WORK TO OBTAIN THE BEST VISUAL EFFECT.

14. WHERE MOUNTING HEIGHTS ARE NOT INDICATED,MOUNT INDIVIDUAL UNITS OF WORK AT INDUSTRYRECOGNIZED STANDARD MOUNTING HEIGHTS OR AS PERLATEST ADOPTED CODE OR LOCAL JURISDICTIONREQUIREMENTS FOR THE PARTICULAR APPLICATIONINDICATED. REFER QUESTIONABLE MOUNTING-HEIGHTCHOICES TO THE ARCHITECT FOR FINAL DECISION.

15. CLEAN AND PROTECT WORK-IN-PROGRESS. APPLYPROTECTIVE COVERING ON INSTALLED WORK ASNECESSARY TO PREVENT DAMAGE. ON COMPLETION, ALLWORK SHALL BE FREE OF DEFECTS, DAMAGE OR SOILING.

16. DO NOT CUT AND PATCH STRUCTURAL WORK IN AMANNER THAT WOULD RESULT IN A REDUCTION OF LOAD-CARRYING CAPACITY OR OF LOAD/DEFLECTION RATIO.OBTAIN ARCHITECT'S APPROVAL PRIOR TO PROCEEDINGWITH CUTTING AND PATCHING OF STRUCTURALSUPPORTS, BEAMS AND JOISTS. PROVIDE TEMPORARYSUPPORT OF WORK TO BE CUT WHERE NECESSARY.

17. USE MATERIALS FOR CUTTING AND PATCHINGTHAT ARE IDENTICAL TO EXISTING MATERIALS. IF NOTAVAILABLE, MATCH EXISTING ADJACENT SURFACES TO THEFULLEST EXTENT POSSIBLE WITH REGARD TO VISUALEFFECT WHILE MAINTAINING EQUAL OR BETTERPERFORMANCE CHARACTERISTICS. REMOVE ANDREPLACE AT NO EXTRA COST WORK JUDGED BY THEARCHITECT TO BE VISUALLY, STRUCTURALLY, ORPERFORMS UNSATISFACTORILY.

18. PROTECT OTHER WORK DURING CUTTING ANDPATCHING TO PREVENT DAMAGE. PROVIDE TEMPORARYPROTECTION FROM WEATHER IN EXPOSED AREAS DURINGCUTTING AND PATCHING OPERATIONS.

19. ANY DISCREPANCIES, ERRORS OR OMISSIONSDISCOVERED IN THE CONTRACT DOCUMENTS BY THECONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT PRIOR TO PROCEEDING WITHCONSTRUCTION, OTHERWISE THE CONTRACTOR SHALL BERESPONSIBLE FOR THE CORRECTION OF SUCH ITEMS.

20. CONTRACTOR SHALL FIELD VERIFY ACTUALDIMENSIONS AND LOCATE NEW CONSTRUCTION ASREQUIRED TO FIT EXISTING CONDITIONS. CONTRACTORSHALL NOTIFY ARCHITECT IF ACTUAL FIELD CONDITIONSVARY SIGNIFICANTLY FROM THOSE SHOWN ON PLANS.

21. COMPLIANCE WITH FEDERAL, STATE, COUNTY,CITY OR LOCAL CODES, AND GOVERNING REGULATIONS ASAPPLICABLE TO THE WORK THAT IS EITHER REQUIRED BYLAW OR IMPOSED HEREBY.

22. THE GENERAL CONTRACTOR SHALL PROVIDE ANDMAINTAIN FIRE EXTINGUISHERS AND OTHER EQUIPMENTAS NECESSARY FOR PROPER FIRE PROTECTION DURINGTHE CONSTRUCTION PHASE.

GENERAL CONSTRUCTION NOTES

23. COMPLY WITH ALL APPLICABLE PROVISIONS OFMANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION,ISSUED BY THE ASSOCIATION OF GENERALCONTRACTORS OF AMERICA, INC.

24. CONTRACTOR SHALL PROVIDE WRITTENEVIDENCE OF PUBLIC LIABILITY, PROPERTY DAMAGE,AND OTHER INSURANCE COVERAGE PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.NOTWITHSTANDING, OWNER'S CONSTRUCTION PERIODBUILDER'S RISK INSURANCE, CONTRACTOR SHALL BERESPONSIBLE FOR THE PAYMENT OF ANY LOSSESRESULTING FROM THEFT OF MATERIALS OR VANDALISMTO CONSTRUCTION OR EQUIPMENT UNTIL CERTIFICATEOF SUBSTANTIAL COMPLETION IS ISSUED.

25. CONTRACTOR IS RESPONSIBLE FOR ALLTEMPORARY POWER, TELEPHONE, WATER, HEAT, ANDSANITARY FACILITIES. CONTRACTOR SHALL SUPPLYGROUNDED EXTENSION CORDS, OTHER CONNECTIONDEVICES, AND SHALL PROTECT CORDS AND EQUIPMENTFROM THE PUBLIC.

26. CONTRACTOR SHALL PROVIDE SEPARATEDUMPSTER AND SHALL BE RESPONSIBLE FOR THEREMOVAL FROM THE PREMISES AND DISPOSAL OF ALLCONSTRUCTION DEBRIS AND DEMOLISHED MATERIALS.

27. ALL SUBMITTALS REQUIRED HEREIN SHALL BESENT TO THE ARCHITECT VIA EMAIL: WOODBURYCORPORATION: ZACH JENSEN;[email protected]. ALL SAMPLES ANDDRAW DOWNS SHALL BE SENT WITH A TRANSMITTALLETTER TO WOODBURY CORPORATION, 2733 EPARLEYS WAY SUITE 300, SALT LAKE CITY, UT 84109;ATTENTION: ZACH JENSEN

28. THE CONTRACTOR AND APPROPRIATESUBCONTRACTORS SHALL BE RESPONSIBLE FORREVIEW OF SHOP DRAWINGS, PRODUCT DATA ANDSAMPLES PRIOR TO SUBMISSION. THE CONTRACTORSHALL FIELD VERIFY DIMENSIONS, FIELDCONSTRUCTION CRITERIA, CATALOG NUMBER,CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS,AND ALL OTHER APPLICABLE DATA.

29. SHOP DRAWINGS AND PRODUCT DATA SHALLBE PRESENTED IN A CLEAR AND THROUGH MANNER.INCORPORATED MATERIALS SHALL BE CLEARLYMARKED TO IDENTIFY THE APPLICABLE PRODUCTS ORMODELS WITH DIMENSIONS AND DIAGRAMS INDICATED.

30. SHOP DRAWINGS, PRODUCT DATA, SAMPLESAND OTHER ILLUSTRATIVE MATERIAL AS MAY BECONSIDERED NECESSARY BY THE ARCHITECT WILL BESUBMITTED BY THE CONTRACTOR TO THE ARCHITECTIN ADEQUATE TIME TO PREVENT DELAYS AND CHANGESDURING THE CONSTRUCTION.

31. ARCHITECT WILL STAMP EACH SUBMITTALINDICATING WHETHER SUBMITTAL IS RETURNED'REVIEWED', 'REVIEWED AS NOTED', 'REVISE ANDRESUBMIT' OR 'REJECTED'.

32. ARCHITECT'S REVIEW OF SHOP DRAWINGSSHALL NOT CONSTITUTE AN ACCEPTANCE OF ASUBSTITUTE PRODUCT OR INSTALLATION UNLESSCONTRACTOR HAS SPECIFICALLY REQUESTED INWRITING AND RECEIVED IN WRITING FROM THEARCHITECT A LETTER WHICH SPECIFICALLY STATESTHAT THE ITEM BEING REQUESTED AS A SUBSTITUTEHAS BEEN REVIEWED AND ACCEPTED BY THEARCHITECT. CONTRACTOR SHALL NOT PROCEED WITHTHE INSTALLATION OF ANY PRODUCT, MATERIAL, ORFABRICATION THAT DOES NOT MEET THE PROJECTSPECIFICATIONS WITHOUT WRITTEN REVIEWAL FROMTHE ARCHITECT. CONTRACTOR WILL BE RESPONSIBLEFOR THE COST OF REMOVAL AND REPLACEMENT OFANY MATERIAL NOT MEETING THE PROJECTSPECIFICATION, INCLUDING THE COST OFREPLACEMENT AND REPAIR OF ADJOININGSUBSTRATES AND MATERIALS.

33. ALL MANUFACTURED ARTICLES, MATERIALS,AND EQUIPMENT SHALL BE SUPPLIED ASRECOMMENDED BY THE MANUFACTURER AND SHALL BENEW AND FREE FROM ANY DEFECTS.

34. ALL MATERIALS AND EQUIPMENT SHALL BEWARRANTED FOR A MINIMUM OF ONE (1) YEAR AFTERTHE DATE OF ACCEPTANCE.

35. PRIOR TO SUBMITTING THEIR BID, THECONTRACTOR IS TO VISIT THE PROJECT SITE TOVERIFY ALL THE EXISTING CONDITIONS. IF CONFLICTSOCCUR IN THESE DRAWINGS THE CONTRACTOR IS TOCONTACT THE ARCHITECT FOR CLARIFICATION PRIORTO SUBMITTING THEIR BID. CONTRACTOR ISRESPONSIBLE FOR MAKING SURE THAT ALL THEIRBIDDING SUBCONTRACTORS VISIT THE SITE AND KNOWTHE EXISTING CONDITIONS OF THE PROJECT PRIOR TOTHEM SUBMITTING THEIR BID TO THE CONTRACTOR.

36. CONTRACTOR IS TO SUBMIT FIRE SPRINKLERAND ALARM PLAN TO THE FIRE MARSHALL FOR REVIEWPRIOR TO BEGINNING WORK ON THE FIRE SPRINKLERAND ALARM SYSTEM.

37. CONTRACTOR TO FIELD MEASURE ALL AREASTHAT ARE TO HAVE MILLWORK AND PROVIDE SHOPDRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TOBEGINNING ANY MILLWORK CONSTRUCTION.

38. ALL WORK UNDER THIS CONTRACT SHALL BEPERFORMED BY COMPETENT WORKMEN, ANDEXECUTED IN A NEAT AND WORKMANLIKE MANNER.

39. PRIOR TO FINAL PAYMENT , CONTRACTORSHALL PROVIDE TO OWNER ALL MAINTENANCE ANDOPERATION MANUALS, EQUIPMENT WARRANTIES,CONTRACTOR'S WARRANTIES, MANUFACTURER'SWARRANTIES, OCCUPANCY PERMITS, AND OTHERREGULATORY-APPROVAL CERTIFICATIONS, LIENWAIVERS FROM ALL SUBCONTRACTORS, ALL CHANGEORDERS AND STATEMENT OF COST, SPARE PARTS,KEYS, RECORD/AS-BUILT DRAWINGS, AND OTHERINFORMATION REQUESTED BY OWNER.

40. CONTRACTOR TO PROVIDE A FINAL CLEANINGOF ALL WORK AT COMPLETION. COMPLY WITH THEMANUFACTURER'S INSTRUCTIONS FOR CLEANINGOPERATIONS. REMOVE LABELS WHICH ARE NOTREQUIRED AS PERMANENT LABELS.

41. CONTRACTOR IS TO PROVIDE CONTINUOUSMETAL SHEETS IN ALL METAL STUD WALLS WHEREMILLWORK CABINETRY AND WALL-MOUNTED DOORSTOPS AND EQUIPMENT/SPECIALTIES, ETC., ARELOCATED.

42. ALL MECHANICAL EQUIPMENT, DUCTWORK,PIPING AND CONDUITS ARE TO BE INSTALLEDACCORDING TO IMB, AND IPC REQUIREMENTS.

43. ALL PREP WORK FOR ALL CONDITIONS/EQUIPMENT/ FINISHES COMPLETE IS TO BE INCLUDEDIN THE CONTRACTOR'S BID PRICE. NO EXCLUSIONS.

44. ALL DIMENSIONS ARE FROM CENTER OF WALLTO CENTER OF WALL OR GRID LINE, UNLESSOTHERWISE NOTED ON THE PLANS.

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1-GENERAL

G000 COVER SHEET

G001 GENERAL NOTES AND STANDARDS

4-ARCHITECTURAL

A100 1ST FLOOR DEMO PLAN

A101 1ST FLOOR PLAN

SITE VICINITY

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ABBREVIATIONS

ABV ABOVEACT ACCOUSTICAL CEILING TILEADJ ADJUST, ADJUSTABLEAFF ABOVE FINISHED FLOORAL ALUMINUMANOD ANODIZEDASPH ASPHALTBDY BOUNDARYBEL BELOWBET BETWEENBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBOW BOTTOM OF WALLC TO C CENTER TO CENTERCB CATCH BASINCBL CONCRETE BLOCKCCW COUNTER CLOCKWISECER CERAMICCG CORNER GUARDCJ CONTROL JOINTCL CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECORR CORRIDORCPT CARPETCT CERAMIC TILECW CLOCKWISE, COLD WATERDEMO DEMOLISHDEPT DEPARTMENTDET DETAILDIA DIAMETERDN DOWNDWG DRAWINGDS DOWNSPOUTEA EACHEIFS EXTERIOR FINISH INSULATION SYSTEMEJ EXPANSION JOINTELEV ELEVATOREMER EMERGENCYENCL ENCLOSUREEQ EQUALEX EXISTINGEXT EXTERIORF TO F FACE TO FACEFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFF&E FIXTURES, FURNISHINGS & EQUIPMENTFO FINISHED OPENINGFOC FACE OF CONCRETEFRM FRAMEFRT FIRE RETARDANTFTG FOOTINGFURN FURNISH, FURNITUREFUT FUTUREGFCI GROUND FAULT CIRCUIT INTERRUPTEDGFRC GLASS FIBER REINFORCED CONCRETEGL GLASSGND GROUNDGV GALVANIZEDGWB GYPSUM WALL BOARDGYP GYPSUMHDR HEADERHM HOLLOW METALHOR HORIZONTALHT HEIGHTINSUL INSULATIONINT INTERIORJAN JANITORJST JOISTLH LEFT HANDLIN LINEARLN LENGTHLTG LIGHTINGMAINT MAINTENANCEMAN MANUALMAT MATERIALMEMB MEMBRANEMET METALMFD MANUFACTUREDMFG MANUFACTURERMIR MIRRORMTD MOUNTEDMTL METALNOM NOMINALNTS NOT TO SCALEOC ON CENTEROH OVERHEADOPP OPPOSITEOSB ORIENTED-STRAND BOARDPERF PERFORATEPERP PERPENDICULARPLWD PLYWOODPT PAINTQTY QUANTITYRB RUBBER BASERD ROOF DRAINREQ REQUIREDRM ROOMSF SQUARE FEETSHW SHOWERSS STAINLESS STEELSTD STANDARDSTL STEELTOC TOP OF CONCRETETOF TOP OF FOOTINGTOP TOP OF PARAPETTOS TOP OF STRUCTURETOW TOP OF WALLTYP TYPICAL

CALLOUT HEAD

DOOR TYPE TAG

BUILDING ELEVATION TAG

STOREFRONT ELEVATION TAG

INTERIOR ELEVATION TAG

GRID

00 00 00 KEYNOTE TAG

LEVEL CALLOUT

SYMBOLS

LGHT 01 LIGHT FIXTURE TAG

? MATERIAL TAG

NORTH ARROW

ROOM TAG

BUILDING SECTION

WALL SECTION

100'-0"SPOT ELEVATION TAG

1 View Name

1/8" = 1'-0"A600 VIEW TITLE - REFERENCED

M8D8" METAL WALL

STC RATING UL LISTINGWALL LEGEND - WALL CALLOUT

M8D WALL TYPE TAG

EIFS 01

55 REVISION TAG

ROOM NAME

101

150 SF

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SPECIFICATIONS:

DIV. 1 - GENERAL REQUIREMENTS; GENERAL CONTRACTOR SHALL:

1. PROTECT ALL EXISTING WALLS, FLOOR COVERINGS, FINISHES, ETC.. THAT ARE TO REMAIN.

2. INCLUDE ALL NECESSARY INSPECTION FEES, AND OTHER CUSTOMARY MUNICIPAL CHARGESIN BID.

3. PERFORM ALL WORK REQUIRED TO CAUSE THE ENTIRE DEMISED PREMISES TO COMPLY WITHLAWS PERTAINING TO ACCESSIBILITY BY DISABLED PERSONS AND OBTAIN A CERTIFICATE OFOCCUPANCY PRIOR TO DELIVERING THE DEMISED PREMISES TO TENANT.

4. PROVIDE THE FOLLOWING WARRANTIES SHALL BE GIVEN:A. ALL SUBMITTALS SHALL BE FORWARDED TO TENANT'S REPRESENTATIVEB. ALL MANUFACTURER'S WARRANTIES FOR NEW EQUIPMENT OR MATERIAL INSTALLED

IN THIS PROJECT SHALL BE PROVIDED TO THE TENANT IN FULL FORCE, BEGINNING AT THE DATEOF CERTIFICATE OF OCCUPANCY.

C. ALL NEW HVAC EQUIPMENT SHALL BE WARRANTED FOR NOT LESS THAN ONE YEARAND HAVE A FIVE-YEAR COMPRESSOR WARRANTY.

D. ALL MATERIALS, EQUIPMENT, AND INSTALLATIONS SHALL BE WARRANTED FOR APERIOD OF ONE YEAR FROM DATE TENANT RECEIVES CERTIFICATE OF OCCUPANCY E. TEST ALLHVAC UNITS FOR A/C AND HEAT PRIOR TO POSSESSION OF SPACE

5. PROVIDE PERIODIC CLEANUP, CLEANING OF ALL COMMON AREAS OUTSIDE OF THE WORKAREA THAT ARE SOILED AS A RESULT OF THE WORK, AND FINAL CLEANUP OF THE PREMISESUPON COMPLETION. CLEAN EXTERIOR WINDOWS AND GLAZING AS WELL AS THE INTERIOR SIDEOF ANY NEW OR EXISTING GLAZING. REMOVE ALL TAPE, DECALS,ATTACHED TO GLASS ORMULLIONS EXCEPT RATING STICKERS.

6. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR ALLINSTALLATIONS. PROVIDE ATTACHMENT AND CONNECTION DEVICES, BLOCKING, SLEEVING FORSECURING/ INSTALLING ALL WORK. INSTALL WORK TRUE TO LINE, LEVEL, AND PLUMB.

7. THERE SHALL BE NO CHANGES TO OR DEVIATIONS FROM THE REQUIREMENTS OF THESEDRAWINGS UNLESS SUCH CHANGES OR DEVIATIONS ARE APPROVED IN WRITING BY TENANTPRIOR TO THE WORK BEING DONE.

8. ALL WORK SHALL BE PERFORMED BY COMPETENT AND EXPERIENCED WORKMEN ANDEXECUTED IN A NEAT AND WORKMANLIKE MANNER.

9. ALL FIRE-RATED ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH ASTM E 119.

DIV. 2 - DEMOLITION

1. REMOVE ALL EXISTING IMPROVEMENTS NECESSARY TO CARRY OUT WORK. SAVE, PROTECT,AND/OR REUSE ANY IMPROVEMENTS OR MATERIALS THAT CAN BE REASONABLY SALVAGED;INCLUDING DOORS AND FRAMES RETURN ALL ELECTRICAL TO NEAREST J-BOX. ALL FLEXIBLEDUCT NOT TO BE REUSED MUST BE REMOVED AT NEAREST DUCT AT CAPPED/SEALED. REMOVEALL FLOOR FINISHES. SCRAP AND PREPARE FLOOR FOR NEW FLOOR FINISH. SAW CUTCONCRETE SLAB AS NECESSARY IN ORDER TO RUN NEW PLUMBING. SAW CUT SIDEWALK ANDCURB FOR NEW RAMP.

2. LEGALLY DISPOSE OF ALL WASTE

3. ANY DEMOLISHED ELECTRICAL WIRING TO BE BROUGHT BACK AT LEAST TO NEAREST J-BOXAND CAPPED. ALL ELECTRICAL WORK MUST MEET CODE

DIV. 3 - CONCRETE

1. SAW CUT OR CORE DRILL AS NEEDED FOR NEW PLUMBING/EQUIPMENT AND OTHERINSTALLATIONS.

2. REPAIR EXISTING FLOOR AS NEEDED TO PROVIDE A SMOOTH SURFACE READY FOR NEWFINISH.

3. PATCH CONCRETE WHERE NEEDED; SEE PLANS

DIV. 4 - MASONRY: (NOT USED)

DIV. 5 - MISC. METALS: (NOT USED)

DIV. 6 - WOOD & PLASTICS

1. PROVIDE BLOCKING, NAILERS, AND SIMILAR SUPPORT FOR ALL WALL ATTACHED ITEMS(INCLUDING CABINETS, SHELVES, WALLS STOPS, ETC.) USE 16 GAUGED METAL SHEETS FORMETAL STUD WALLS.

2. USE FINISHING NAILS FOR FINISH WORK AND COUNTER SINK NAIL HEADS ON EXPOSEDMILLWORK AND CABINETRY. FILL HOLES AND FINISH SO AS TO NOT BE VISIBLE. COMPLY WITHQUALITY STANDARDS OF ARCHITECTURAL WOODWORK INSTITUTE AND PS 20 "SOFTWOODLUMBER STANDARDS" AND NATIONAL HARDWOOD LUMBER ASSOCIATION RULES.

3. SET WORK TO REQUIRED LEVELS AND LINES WITH MEMBERS PLUMB AND TRUE TO LINE ANDCUT AND FITTED. SCRIBE AND COPE, AS REQUIRED, TO ALL WALLS OR ADJACENTEQUIPMENT/FINISHES.

4. CABINETS SHALL BE STANDARD QUALITY, FLUSH PLASTIC LAMINATE FACED, WITH MELAMINEINTERIOR SURFACES AND ADJUSTABLE SHELVES. HINGES TO BE CONCEALED EUROPEAN TYPE.PULLS TO BE EUROPEAN BAR PULLS, STAINLESS STEEL, ALUMINUM, OR STEEL WITH A FINISH TOMATCH EXISTING HARDWARE. CABINETS AND INSTALLATION SHALL MEET OR EXCEED ALL AWSSTANDARDS AND REQUIREMENTS. PROVIDE AND INSTALL END CAPS ON ALL EXPOSEDCABINETRY INCLUDING COUNTERTOPS. FINISHES TO MATCH CABINETRY UNLESS NOTEDOTHERWISE BY ARCHITECT.

7 - THERMAL PROTECTION

1. PROVIDE SOUND ATTENUATION INSULATION IN DEMISING WALLS AND ALL WALLS AROUNDOFFICES, DEMO ROOMS, OR CONFERENCE ROOMS. MATERIAL TO COMPLY WITH FS HH-I-521,TYPE 1, SEMI-RIGID, CLASS 25 FLAME SPREAD, MINERAL FIBER BLANKET WITHOUT MEMBRANE.

2. PATCH ANY EXISTING FIREPROOFING ON STRUCTURAL MEMBERS OR AROUND RATED WALLSOR FLOORS THAT ARE DAMAGED DURING WORK.

3. CAULK GAPS/OPENINGS BETWEEN DISSIMILAR MATERIALS AS REQUIRED.

4. PROVIDE FIRE RATED PENETRATIONS THROUGH ALL FIRE-RATED ASSEMBLIES. FIRE STOPPINGMATERIALS INSTALLED ARE REQUIRED TO HAVE LABELS ON BOTH SIDES OF THE PROTECTEDPENETRATION.

DIV. 8 - DOORS & WINDOWS

1. PROVIDE METAL FRAMES OF MINIMUM 16 GAUGE, COLD-ROLLED STEEL WITH MITEREDCORNERS, WELDED CONSTRUCTION FOR ALL DOOR FRAMES UNLESS SPECIFICALLY NOTEDOTHERWISE. COMPLY WITH SDI-100 "RECOMMENDED SPECIFICATIONS FOR STANDARD STEELDOORS AND FRAMES." INSTALL IN COMPLIANCE WITH PROVISIONS OF SDI-105 "RECOMMENDEDERECTION INSTRUCTIONS FOR STEEL FRAMES." INSTALL AT LEAST THREE WALL ANCHORS PERJAMB AT HINGE AND STRIKE LEVELS.

2. PROVIDE ALUMINUM STOREFRONTS SYSTEMS AS SHOWN ON THE PLANS; ALL GLASS SHALLBE 1/4" CLEAR GLASS; TEMPERED WHERE REQUIRED BY CODE.

3. MACHINE DOORS FOR HARDWARE. SEAL CUT SURFACES AFTER FITTING.

4. INSTALL FRAMES PLUMB AND LEVEL. ALIGN AND FIT DOORS IN FRAMES WITH UNIFORM 1/8"CLEARANCES AND 1/8" IN 2" BEVELS, EXCEPT COMPLY WITH NFPA 80 FOR CLEARANCES ANDBEVELS ON FIRE-RATED ASSEMBLIES.

5. PROVIDE HARDWARE MANUFACTURED TO CONFORM TO PUBLISHED TEMPLATES GENERALLYPREPARED FOR MACHINE-SCREW INSTALLATION. DO NOT PROVIDE HARDWARE WHICH HASBEEN PREPARED FOR SELF-TAPPING SHEET METAL SCREWS. FURNISH PHILLIPS FLAT HEADSCREWS, MATCHING ADJOINING FINISH, FOR INSTALLATION WITH EACH HARDWARE ITEM. 7.MOUNT HARDWARE UNITS AT HEIGHTS INDICATED IN "RECOMMENDED LOCATION FOR BUILDERSHARDWARE FOR STANDARD STEEL DOORS AND FRAMES." INSTALL IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, LEVEL, PLUMB, AND TRUE TO LINEAND LOCATION. ADJUST AND CHECK OPERATION AS NECESSARY.

6. REPLACE ALL CRACKED AND BROKEN GLASS W/ GLASS OF EQUAL SPECIFICATION.

DIV. 9 - FINISHES

1. LIGHT GAUGE METAL FRAMING - PROVIDE/INSTALL AS SHOWN ON PLANS.A. PROVIDE WALL AND CEILING FRAMING OF THE TYPE SHOWN ON PLANS. USE 3-5/8"

STUDS AT 24" O.C. (UNLESS OTHERWISE NOTED) AND RUNNERS COMPLYING WITH ASTM C 645,WITH FLANGE EDGES OF STUDS BENT BACK 90 DEGREES AND DOUBLED OVER TO FORM 3/16"MINIMUM WITH; 0.0179" MINIMUM THICKNESS OF BASS METAL.

B. USE HAT-SHAPED OR Z-TYPE FURRING MEMBERS AGAINST MASONRY OR CONCRETEWALLS AND SCREW TYPE FASTENERS FOR ALL ATTACHMENTS AND CONNECTIONS.

C. PROVIDE CEILING SUPPORT MATERIALS AND SYSTEMS WHERE GYPSUM SOFFITS ORCEILINGS ARE CALLED FOR INCLUDING ALL RUNNERS, HANGER WIRE, FURRING MEMBERS,ANCHORAGE DEVICES ETC.

D. COMPLY WITH ASTM C 754 INSTALLATION STANDARD. INSTALL CEILING AND WALLPARTITION SUPPORTS SYSTEM IN ACCORDANCE WITH APPLICABLE PUBLISHEDRECOMMENDATIONS OF GYPSUM BOARD MANUFACTURER AND OF "GYPSUM CONSTRUCTIONHANDBOOK" PUBLISHED BY UNITED STATES GYPSUM CO.

E. ISOLATE STUD SYSTEM FROM TRANSFER OF STRUCTURAL LOADING BOTHHORIZONTALLY AND VERTICALLY. PROVIDING SLIP OR CUSHIONED TYPE JOINTS TO OBTAINLATERAL SUPPORT AND AVOID AXIAL LOADING. EXTEND PARTITION STUD SYSTEM THROUGHACOUSTICAL CEILINGS EXCEPT AS OTHERWISE INDICATED AND BRACE TO STRUCTURAL DECK.

F. FRAMING AND WALLS TO RUN TO DECK ABOVE AT DEMISING WALLS.

3. GYPSUM WALLBOARD - PROVIDE AND INSTALL AS SHOWN ON PLANS.A. UNITED STATES GYPSUM "SHEETROCK" IS STANDARD OF QUALITY. COMPLY WITH

ASTM C 36 FOR EXPOSED GYPSUM BOARD, 5/8" THICK, TYPE "X" FIRE CODE WITH TAPERED EDGE.USE AT ALL EXTERIOR LOCATIONS, EXTERIOR GRADE OR WATER RESISTANT TYPES IN WETAREAS.

B. PROVIDE METAL CORNER BEADS, METAL TRIM, PERFORATED TAPE, AND DWA-14ADHESIVES AND OTHER MISCELLANEOUS MATERIALS REQUIRED. FASTEN WITH GYPSUM BOARDSCREWS COMPLYING WITH ASTM C 646 AND C 1002.

C. USE PLAIN OR PERFORATED JOINT TAPE COMPLYING WITH ASTM G 475, AND JOINTCOMPOUND ADHESIVES WITH OR WITHOUT FILLERS COMPLYING WITH ASTM 0475. PROVIDE PRE-MIXED, TWO-COMPOUND TREATMENT; ONE FOR BEDDING AND ANOTHER FOR JOINT FINISHTOPPING.

D. INSTALL AND FINISH GYPSUM BOARD TO COMPLY WITH ASTM C 840. INSTALLBOARDS ACROSS FRAMING IN A MANNER WHICH MINIMIZES OR AVOIDS COMPLETELY THENUMBER OF END-BUTT JOINTS. STAGGER VERTICAL JOINTS OVER DIFFERENT STUDS ONOPPOSITE SIDES OF PARTITIONS. INSTALL TRIM AND FINISH AS REQUIRED.

E. GYPSUM BOARD TO RUN TO DECK ON TENANT SIDE AT DEMISING WALLS.

4. FLOOR COVERINGS (OFCI) - INSTALL AS SHOWN ON PLANS.A. STRIP ALL EXISTING ADHESIVE AND PREP FOR CONCRETE SEALANT ON ALL

FLOORS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.B. PROVIDE SPECIFIED TRANSITION STRIPS AND OTHERS AS NEEDED TO ASSURE

SMOOTH TRANSITIONS.

5. WALL BASE - PROVIDE AND INSTALL RUBBER BASE IN ALL GYP BOARD WALL LOCATIONS.

6. PAINTING - PROVIDE AND INSTALL AS SHOWN ON PLANS.A. ALL WALLS TO BE A LEVEL 4 FINISH.B. USE SHEENS AS INDICATED;

1. SATIN/EGGSHELL - GYP. WALLS2. FLAT - GYP. CEILINGS

DIV. 10 - SPECIALTIES: (NOT USED)

DIV. 11 - 14 - EQUIPMENT, FURNISHINGS, SPECIAL CONSTRUCTION, & CONVEYING SYSTEMS:(NOT USED)

DIV. 15 - HVAC & PLUMBING:

1. MODIFY EXISTING MECHANICAL SYSTEM AS NEEDED TO ACCOMMODATE NEW TENANTLAYOUT. REMOVE ANY EXISTING DUCTING THAT DOES NOT MEET COMMERCIAL GRADEREQUIREMENTS.

2. PROVIDE TEST AND BALANCE REPORT TO ARCHITECT AND OWNER UPON JOBCOMPLETION.

3. SMOKE DAMPERS SHALL BE LISTED UL555S AND BE CONTROLLED BY AUTOMATIC SMOKEDETECTION EITHER IN THE DUCT OR AREA OF SMOKE SEPARATION.

4. ENVIRONMENTAL AIR DUCTS THAT PENETRATE FIRE RATED ASSEMBLIES SHALL BEPROVIDED WITH UL 555 LABELED FIRE DAMPERS THAT HAVE A FIRE RATING OF AT LEAST75% OF THE ASSEMBLY BE PENETRATED.

DIV. 16 - ELECTRICAL:

1. ALL EXISTING ELECTRICAL OUTLETS ALONG PERIMETER WALLS TO REMAIN. PROVIDE ANDINSTALL NEW DUPLEX OUTLETS AND DATA OUTLETS WHERE SHOWN ON PLANS.

2. ALL EXISTING LIGHTING TO BE RELOCATED TO NEW TENANT LAYOUT. PROVIDE J-BOX INLOCATIONS SHOWN ON PLANS FOR TENANT SUPPLIED FIXTURES.

3. PROVIDE ANY NEW LIGHTING FIXTURES AS INDICATED ON PLANS.

DIV. 17- MISCELLANEOUS: NOT USED

10 max

48 m

ax

34 m

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34 m

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DUPLEX OUTLET*SWITCH*THERMOSTAT*ELEVATOR CALL BUTTON (42")*MANUAL PULL FIRE STATION*

DUPLEX OUTLETTELEPHONE/DATA

FIRE EXTINGUISHERCABINETS

27"

MIN

.

3-5/8" STRUCTURAL METAL STUD FRAMING

M3C3-5/8" METAL STUD WALL - GYP BOTH SIDES

STC N/A UL N/A

BATT INSULATION (FULL THICKNESS)

5/8" TYPE 'X' GYP BOARD

5/8" TYPE 'X' GYP BOARD

WALL TO 6" ABOVE CEILING

NOTE:ALL WALL ASSEMBLIES WITH INSULATION SHALL HAVEASTM-E RATING FOR SMOKE INDEX OF 0-450 AND A FLAMESPREAD INDEX OF 0-75

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GENERAL NOTESAND STANDARDS

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G5 OBSTRUCTED HIGH SIDE REACH

1/2" = 1'-0"

G8 UNOBSTRUCTED SIDE REACH

1/2" = 1'-0"

G10 STANDARD MOUNTING HEIGHTS

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DEMO CASEWORK;THIS ROOM ONLY

DEMO PLAN NOTES

1. DEMO WALLS SHOWN DASHED LINES2. DEMO EXISTING DOORS, FRAMES, AND

HARDWARE SHOWN IN DASHED LINES3. PRESERVE DOORS FOR REUSE4. REMOVE ALL EXISTING

WALLCOVERINGS; PREP WALLS FORPAINT

5. DEMO ALL EXISTING CPT & VCT6. DEMO EXISTING MILLWORK AS SHOWN7. DISCONNECT, REMOVE, AND DISPOSE

OF EXISTING WIRING/CONDUIT IN WALLS;STUB AT SOURCE IN CEILING

8. PROTECT IMPROVEMENTS THAT ARE TOREMAIN

9. CAP AND SEAL ANY ABANDONEDPLUMBING

10. CONTRACTORS SHALL PATCH ANY FIRE-PROOFING WHERE DAMAGED DURINGDEMOLITION / CONSTRUCTION

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1ST FLOOR DEMOPLAN

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REPLACE ALL COUNTERTOPSW/ WILSONART LEVEL 5; TYP.



REPLACE ALLCOUNTERTOPS W/WILSONARTLEVEL 5; TYP.


REPLACE ALLCOUNTERTOPS W/

WILSONARTLEVEL 5; TYP.



REPLACE ALLCOUNTERTOPS W/

WILSONARTLEVEL 5; TYP.



REPLACE ALLCOUNTERTOPS W/WILSONARTLEVEL 5; TYP.



EXISTING DOORRELOCATED

NEW DOOR W/EXIT HARDWARE

LVT IN THISROOM; ALLOTHER OFFICEAREA CPT

M3C

M3C

FLOOR PLAN NOTES

1. HALF-TONE ELEMENTS AREEXISTING

2. CONSTRUCT NEW WALLS PERPLAN

3. RELOCATE EXISTING DOORS TOFIT NEW LAYOUT; MATCH ANYNEW TO THE EXISTING

4. PROVIDE ADDITIONAL ADACOMPLIANT DOOR HARDWARE ATNEW DOOR LOCATIONS TO MATCHEXISTING

5. NEW PAINT THROUGHOUT - 5COLORS (3 WALL, 1 CEILING, 1DOOR FRAME); USE ZERO VOCPAINT; COLOR & SHEEN TBD

6. INSTALL NEW FLOOR COVERINGSTHROUGHOUT W/ THE EXCEPTIONOF EXISTING SHEET GOODS,EXISTING LVT, & EXISTING TILE -LVT IN HALLWAYS, WAITINGROOM, & RESTROOMS; CARPETTILES IN EXAM ROOMS & OFFICEAREAS - (OWNER SUPPLIEDCONTRACTOR INSTALLEDCARPET TILES & LVT)

7. DEEP CLEAN EXISTING SHEETGOODS & TILE THAT ARE TOREMAIN

8. PROVIDE AND INSTALL NEWSTANDARD 4" RUBBER BASETHROUGHOUT, COLOR TBD

9. REPLACE ALL COUNTERTOPSTHROUGHOUT W/ WILSONARTSOLID SURFACE LEVEL 5; COLORTBD

10. REPLACE ALL SINKS TO BEUNDERMOUNT INSTALLATIONTYPE

11. REPLACE ALL EXISTING CANLIGHTS IN HALLWAYS W/ NEW LEDFIXTURES

12. REPLACE ANY DAMAGED CEILINIGTILES DUE TO CONSTUCTION ORPREVIOUS DAMAGE

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A1 1ST FLOOR PLAN

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P3

P3

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P3

P3 P3 P3 P3 P3 P3

P3P3

P3

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P3

P3

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P3

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P3

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FLOOR:*ALL CARPET, LVT, AND ADHESIVES TO BE OWNER PROVIDED,CONTRACTOR INSTALLED.*ALL TILE, GROUT, TRANSITIONS, BASE, ETC TO BE PROVIDED ANDINSTALLED BY CONTRACTOR.CPT - PATCRAFT 24"X24" CPT TILES: I0285 CITY FLORA; COLOR:00318 SAPLING (MONOLITHIC INSTALLATION)LVT - MATCH EXISTING (CONTINUE SAME INSTALL DIRECTION)

FLOOR TRANSITIONS:FT1 - JOHNSONITE SLIM LINE TRANSITION: SLT-47-C; COLOR: 47BROWN

BASE:B1 - JOHNSONITE 4" TOELESS; COLOR: 47 BROWN

WALLS:*USE SATIN SHEEN FOR ALL PAINTSP1 - SW 9173 SHIITAKE (FIELD COLOR)P2 - SW 6179 ARTICHOKE (LOBBY, HALLS, RECEPTION AREAS, &NURSE STATIONS ACCENT COLOR)P3 - SW 7604 SMOKY BLUE (EXAM ROOMS/OFFICES ACCENTCOLOR)

DOORS:1. MATCH EXISTING DOOR SLAB TYPES & FINISHES2. DOORS TO BE PAINTED W/ P4 SW 7514 FOOTHILLS

CEILING: (REFER TO REFLECTED CEILING PLAN)ACT - MATCH EXISTINGGRID: MATCH EXISTINGGYP - PAINT W/ P5 SW 6196 FROSTY WHITE

CABINETS:*MELAMINE INTERIORS EXCEPT WHERE EXPOSED TO VIEW; MATCHVERTICAL PLAM IN THIS INSTANCEPL1 - MATCH EXISTING CHERRY TONE6" BAR PULLSEUROPEAN HINGES

COUNTERTOPS:SOLID SURFACE - WILSONART SOLID SURFACE: JOVIAN 9211CM

FINISHES

NOTE: PROVIDE SUBMITTAL FOR ALL FINISHES (NOT PROVIDED BYOWNER) INCLUDING LAYOUT DRAWINGS, SAMPLES, TEST DATA, ETC.

LVT CPT EXISTING

FLOORING TYPES

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1ST FLOOR FINISHPLAN

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A1 1ST FLOOR FINISH PLAN

h c o r p o r a t i o n lynn s. woodbury and associates...

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