C:Usersm4600Google DriveIsaak DesignID Projects 6r5 York ...€¦ · cmu concrete masonry unit cntr counter col column compr compressible conc concrete const construction cont continuous

EE EASTEA EACHEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMER EMERGENCYENCL ENCLOSEEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTEXG EXISTINGEXH EXHAUSTEXP EXPOSED OR EXPANSIONEXPJT EXPANSION JOINTEXT EXTERIOR

SS SOUTH OR SILLSC SOLID CORESCH SCHEDULESECT SECTIONSH SHELFSHT SHEETSHTHG SHEATINGSHWR SHOWERSIM SIMILIARSL SLIDSLV SLEEVESNT SEALANTSPC SPACERSPEC SPECIFIED OR SPECIFICATIONSPK SPRINKLERSQ SQUARESS STAINLESS STEELSSD SEE STRUCTURAL DRAWINGSSTA STATIONSTC SOUND TRANSMISSION COEFFICIENTSTD STANDARDSTL STEELSTOR STORAGESTR STRAIGHTSTRUC STRUCTURALSUSP SUSPENDEDSYM SYMMETRICALSYS SYSTEM

MMAX MAXIMUMMBR MASTER BEDROOMMC MEDICINE CABINETMECH MECHANICALMEMB MEMBRANEMET METALMFR MANUFACTUREMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMT METAL THRESHOLDMTD MOUNTEDMTG MOUNTINGMTL MATERIAL OR METALMULL MULLION

CC CHANNELCAB CABINETCAP CAPACITYCEM CEMENTCER CERAMICCI CAST IRONCIP CAST IN PLACECIPC CAST IN PLACE CONCRETECG CORNER GUARDCHNL CHANNELCJ CONTROL JOINTCK CAULKINGCLG CEILINGCLO CLOSETCLOS CLOSURECLR CLEARCMU CONCRETE MASONRY UNITCNTR COUNTERCOL COLUMNCOMPR COMPRESSIBLECONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCPT CARPETCSK COUNTERSINKCSMT CASEMENTCT CERAMIC TILECTR CENTERCTYD COURTYARD

AAB ANCHOR BOLTABV ABOVEABR AIR BARRIERACOUST ACOUSTICALACT ACOUSTIC CEILING TILEAD AREA DRAINADA ADJACENTADH ADHESIVEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAGG AGGREGATEAHR ANCHOR, ANCHORAGEALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAP ACCESS PANELAPPROX APPROXIMATEARCH ARCHITECTURALASB ASBESTOSASPH ASPHALTAUTO AUTOMATIC

HH HIGHHC HOLLOW COREHD HAND OR HEADHDBD HARDBOARDHDR HEADERHDW HARDWAREHM HOLLOW METALHOR HORIZONTIALHP HIGH POINTHR HOURHT HEIGHTHVAC HEATING/VENTILATING/AIR CONDITIONINGHWD HARDWOOD

BBD BOARDBEL BELOWBET BETWEENBEY BEYONDBIT BITUMINOUSBKSPL BACKSPLASHBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBOT BOTTOMBPL BEARING PLATEBR BEDROOMBRCG BRACINGBRG BEARINGBRK BRICKBRZ BRONZEBS BOTH SIDESBSMT BASEMENTBVL BEVELEDBW BOTH WAYSBYND BEYOND

DDBL DOUBLEDEMO DEMOLISHDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDN DOWNDR DOORDS DOWNSPOUTDWG DRAWING

FF FACEFBO FURNISHED BY OTHERSFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FACEFIN FINSHEDFIXT FIXTUREFL FLOORFLEX FLEXIBLEFLG FLASHINGFLUOR FLUORESCENTFM FILLED METALFND FOUNDATIONFO FACE OFFOC FACE OF CONCRETEFOS FACE OF STUDFPRF FIREPROOFINGFR FRAMINGFT FEETFTG FOOTINGFURR FURREDGGA GAUGEGALV GALVANIZEDGL GLASSGLZ GLAZINGGR GRADEGT GROUTGYP GYPSUMGWB GYPSUM WALL BOARD

IICF INSULATED CONCRETE FORMSID INSIDE DIAMETERILO IN LIEU OFIN INCHESINCL INCLUEDEDINS INSULATEDINT INTERIORIRGWB IMPACT RESISTANT GYPSUM WALLBOARDJJF JOINT FILLERJMB JAMBJST JOISTJT JOINTKKIT KITCHENKO KNOCKOUTLL LENGTHLAB LABORATORYLAM LAMINATELAV LAVATORYLBL LABELLG LONGLH LEFT-HANDLL LIVE LOADLO LOWLOC LOCATIONLT LIGHT

NN NORTHNA NOT APPLICABLENAT NATURALNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNR NOT REQUIREDNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALEOOA OVERALLOC ON CENTEROD OUSTSIDE DIAMETEROFF OFFICEOH OVERHEADOPNG OPENINGOPP OPPOSITEOPPH OPPOSITE HANDOZ OUNCE

PPAR PARALLELPBD PARTICLEBOARDPCC PRE-CAST CONCRETEPED PEDESTALPL PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTERPLUMB PLUMBINGPNL PANELPNT PAINT/PAINTEDPR PAIRPRES PRESSUREPT PRESSURE TREATEDPTN PARTITIONPVC POLYVINYL CHLORIDEPVG PAVINGPVMT PAVEMENTPWD PLYWOODRR RISERRAD RADIUSRB RESILIENT BASERBR RUBBERRBT RABBETRCP REFLECTED CEILING PLANRD ROOF DRAINREBAR REINFORCING BARSREC RECESSEDREF REFERENCEREINF REINFORCEDREQD REQUIREDRESIL RESILIENTREV REVISIONRH RIGHT-HANDRLG RAILINGRM ROOMRO ROUGHT OPEINGRVL REVEALRVS REVERSE SIDE

TT TREADTB TOWEL BART&B TOP AND BOTTOMT&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPERTH THRESHOLDTHK THICKNESSTLT TOILETTO TOP OFTOC TOP OF CONCRETETOL TOLERANCETOS TOP OF STEELTOP TOP OF PLATETOW TOP OF WALLTP TOILET PAPER DISPENSERTR TRANSOMTS TOP OF SLABTYP TYPICALUUC UNDERCOUNTERUNO UNLESS NOTED OTHERWISEUS UNDERSIDEVVAL VALANCEVARN VARNISHVB VAPOR BARRIERVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVNL VINYLVNR VENEERVP VISION PANELWW WESTW/ WITHW/O WITHOUTW/W WALL TO WALLWB WOOD BASEWC WATER CLOSETWD WOODWL WALLWM WIRE MESHWP WATERPROOFINGWS WATERSTOPWWF WELDED WIRE FABRIC

CONTINUOUSLUMBER

NON-CONTINUOUSLUMBER

BATT INSULATION

RIGID INSULATION

CONCRETEMASONRY UNITS

CONCRETE

EARTH

METAL

PLASTER,MORTAR, GROUT,ETC.

PLYWOOD

FINISHED WOOD

BRICK

A101

1

Ref

1Ref 1 Ref

1

Ref

A1011

SIM

1A101

SIM

101

Room name101

1t

1i

SHEET NO

INTERIORELEVATION NO

SHEET NO

DETAIL NO

SHEET NO

FLOOR ELEVATIONMARKER

DOOR NUMBER

ROOM NUMBER

WINDOW TYPE

WALL TYPE

SECTION DETAIL NO

1. FIELD VERIFY ALL DIMENSIONS ANDCONDITIONS. PROMPTLY NOTIFY THEOWNER'S REP. OF ANY ERRORS,OMISSIONS, INCONSISTENCIES OR OTHERPROBLEMS IMMEDIATELY UPONDISCOVERY, AND BEFORE PROCEEDINGWITH THE WORK.

2. ALL INDICATIONS AND NOTATIONS ONTHE DRAWINGS APPLYING TO ONE AREA,COMPONENT OR CONDITIONS, SHALLAPPLY TO ALL OTHER SIMILAR AREAS,COMPONENTS UNLESS CLEARLYINDICATED OTHERWISE.

3. DIMENSIONS ARE TAKEN FROM FACE OFEXTERIOR STUD WALL OR COLUMNCENTER LINE, TO FACE OF INTERIORPARTITION WALL STUD. CLEARDIMENSIONS ARE TO THE FINISHED FACEOF NEW CONSTRUCTIONAND SHALL TAKE PRECEDENCE OVER ANYOTHER DIMENSION.

4. REFER TO SHEET AND A5.0 FORALTERNATE EXTERIOR SHELL SCHEMATICS

5. REFER TO SHEET A1.0 FOR FOUNDATION.

6. REFER TO SHEET A6.0 FOR DOOR,WINDOW, AND ROOM FINISH SCHEDULES.

GENERAL NOTES

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ARCHITECT:ISAAK DESIGN, PLLC35 Oyster River RoadDurham, NH [email protected]

CONSULTANT:CONSULTANTAddressAddressPhonee-mail



BID SET

As indicated

1/19

/201

7 5:

12:5

2 PM

A0.0

COVER SHEET

1625

Maintenance Bldg.

Bog Road

01/16/17NINI 1/4" = 1'-0"

Abbreviations

1/2" = 1'-0"Architectural Symbols

Sheet List

Sheet Number Sheet Name

A0.0 COVER SHEETA0.1 SITEA1.0 FOUNDATIONA1.1 SHELL PLANA1.2 FULL BUILD PLANA2.0 ROOF & ELEC. PLANSA3.0 SECTIONSA4.0 ELEVATIONSA5.0 SHELL ALTERNATEA6.0 SPECS / SCHEDULES

1 3D View 12 3D View 2

1/4" = 1'-0"GENERAL NOTES

1" = 50'-0"3 LOCUS MAP

SITE

No. Description Date

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Scale

Project number

Date

Drawn by

Checked by





BID SET

1" = 40'-0"

1/19

/201

7 5:

13:0

4 PM

A0.1

SITE

1625

Maintenance Bldg.

Bog Road

01/16/17Author

Checker 1" = 40'-0"1 SITE PLAN

NOTE: SITE DRAWING DRAWN BY BH2M ENGINEERS ON 06/16/16 - SEE CIVIL DRAWINGS FOR MORE INFORMATION


Level 1 - Shell0' - 0"

T.O. FOOTING-3' - 0"

4' -

0"0'

- 8"

2' - 0"

0' -

5"

WOOD OR METAL (ALT)STRUCTURE

CONCRETE SLAB ON GRADE

0' - 8"

8" CONCRETE WALL

# BARS CONT.AT 12" O.C.

#4 DOWELS AT 16" O.C.

2" RIGID INSULATION

(3) #3 BARS CONT.

SUITABLE SUBGRADECOMPACTED TO 90%MAX. DRY DENSITY

0' - 8"0' - 8"

1/2" ASPHALT IMPREGNATEDFIBERBOARD

1' -

0"



CONCRETE SLAB ON GRADE

8" CONCRETE WALL

(2) #4 BARS CONT.TOP & BOTTOM


2" RIGID INSULATION

(3) #3 BARS CONT.

SUITABLE SUBGRADECOMPACTED TO 90%MAX. DRY DENSITY

0' -

8"

0' - 8" 0' - 8" 0' - 8"

3' -

0"

1' -

0"


6X6 MESH

WOOD FRAME OR METAL (ALT)STRUCTURE ABOVE

A4.0

A4.0

A4.0

2

4

3

3A3.0

1A3.0 60' - 0"

40' -

0"

-3' - 0"

0' - 0"

PROVIDE UNDERSLABPLUMBINGAS REQUIRED FOR FUTUREBATHAND KITCHEN FIXTURES

SEE SITE DRAWING A0.1 FORWATER AND SEPTICLOCATIONS

S

S

S

TO SEPTIC TANK

FROM SNACKSHACK

W

W

W

W

WWW

FROM WELL

R.O. GARAGE DOOR R.O. GARAGE DOOR

PROVIDE KNOCK OUTS FOR DOOR OPENINGS INCONRETE FROST WALL AS REQUIRED.

8" REINFORCED CONCRETEFROST WALL. SEE DETAILS THIS SHEET.

1A1.0

Sim

1A1.0

Sim

2A1.0

Sim

1A1.0

Sim

1A1.0

Sim

NOTE: LOCATE 200 AMP BREAKER PANELON INSIDE OF EXTERIOR WALL CLOSEST TOSITE JUNCTION BOX. TERMINATE ELCTRICALAT THIS POINT FOR PHASE ONE.

2A3.0

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BID SET

As indicated

1/19

/201

7 5:

13:1

9 PM

A1.0

FOUNDATION

1625

Maintenance Bldg.

Bog Road

01/16/17Author

Checker

1" = 1'-0"1 FROST WALL (TYP) 1" = 1'-0"2 FROST WALL AT OPENING

1/2" = 1'-0"3 STANDARD FOUNDATION DETAILS

1/4" = 1'-0"4 T.O. FOOTING


A4.0

A4.0

A4.0

2

4

3

3A3.0

60' - 0"

40' -

0"

816 SF

Heated Shop03

1123 SF

Non-HeatedGarage

05

1A3.0

03

0601 02

07

12' - 0" 7' - 0" 6' - 0"

ROUGH IN PLUMBING AND ELECTRICAL THIS AREAFOR FUTURE BUILD OUT (SEE A1.2)FOR WATER AND SEPTIC LOCATIONS SEE SITE DRAWING A0.1

15' - 0" 7' - 0" 6' - 0"9' - 0"8' - 0"

60' - 0"

20' -

0"

20' -

0"

THIS WALL SHEATHED ONESIDE CONTINOUS TO ROOF

W1

W1

W1

W1

W1

W1

15' - 0"

20' -

0"

NOTE: LOCATE 200 AMP BREAKER PANELON INSIDE OF EXTERIOR WALL CLOSEST TOSITE JUNCTION BOX. TERMINATE ELECTRICALAT THIS POINT FOR PHASE ONE.

2A3.0

8' - 0"

10

NOTE: INTERIOR FINISHES ARE NOT IN CONTRACT.ONLY SHELL, PARTITIONS AND UNDER SLAB PLUMBING ANDELECTRICALPHASE 2: INSULATION AND ELECTRICAL ADD ALTERNATES

NOTE: PROVIDE SEPTIC TANK. RUN SEWER LINE FROMCONCESSION BUILDING TO NEW BUILDING AND TO SEPTIC TANK.NO LEECH FIELD IN CONTRACT.







GENERAL NOTES

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Scale

Project number

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BID SET

1/4" = 1'-0"

1/19

/201

7 5:

13:2

1 PM

A1.1

SHELL PLAN

1625

Maintenance Bldg.

Bog Road

01/16/17NINI

1/4" = 1'-0"1 Level 1 - Shell



REF.

A4.0

A4.0

A4.0

2

4

3

3A3.0

1A3.0

8' -

6"

8' -

2"6' - 9 5/8"

60' - 0"

40' -

0"

60 SF

Heated PaintCloset

04

816 SF

Heated Shop03

175 SF

Break Room01

52 SF

Toilet02

1123 SF

Non-HeatedGarage

05

03

04

0601 02

07

WORK BENCH

5' - 0"

WORK BENCH

12' - 0" 7' - 0" 6' - 0"

6' - 10 3/4" 22' - 7 1/8"

W1

W1

W1

W1

W1 W1

08

09

NOTE: PHASE 2; PROVIDE MODINE HEATERIN SHOP SPACE. BASEBOARD HEAT ON SEPARATE T-STATSIN KITCHEN, BATH, AND PAINT CLOSET.

2A3.0

NOTE: INTERIOR FINISHES ARE NOT IN CONTRACT.ONLY SHELL, PARTITIONS AND UNDER SLAB PLUMBING ANDELECTRICALPHASE 2: INSULATION AND ELECTRICAL ADD ALTERNATES

NOTE: INTERIOR FINISHES ARE NOT IN CONTRACT.ONLY SHELL, PARTITIONS AND UNDER SLAB PLUMBING ANDELECTRICALPHASE 2: INSULATION AND ELECTRICAL ADD ALTERNATESNOTE: PROVIDE SEPTIC TANK. RUN SEWER LINE FROMCONCESSION BUILDING TO NEW BUILDING AND TO SEPTIC TANK.NO LEECH FIELD IN CONTRACT.







GENERAL NOTES

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Date

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BID SET

1/4" = 1'-0"

1/19

/201

7 5:

13:3

7 PM

A1.2

FULL BUILDPLAN

1625

Maintenance Bldg.

Bog Road

01/16/17Author

Checker

1/4" = 1'-0"1 Level 1 - Full Build



A4.0

A4.0

A4.0

2

4

3

METAL ROOF

METAL DRIP AND RAKETRIM

METAL RIDGE VENT

6" /

1'-0

"

6" /

1'-0

"6"

/ 1'

-0"

6" /

1'-0

"







GENERAL NOTES

A4.01

A4.0

A4.0

A4.0

2

4

3

H

H

HH

M

PC

J

J

JJ

J

J

J

2

2

2 2

2

2

WALL MOUNTEDTANKLESS WH

T

T

T

J

J

SEE ELEVATIONS FOR EXTERIOR LIGHTING

PROVIDE JUNCTIONBOXES FOR CEILINGLIGHT FIXTURES (TYP.)

HEAT DETECTORSIN SHOP AND GARAGE

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BID SET

As indicated

1/19

/201

7 5:

13:3

9 PM

A2.0

ROOF & ELEC.PLANS

1625

Maintenance Bldg.

Bog Road

01/16/17Author

Checker

1/8" = 1'-0"1 Roof


1/8" = 1'-0"2 Electrical Schematic Plan



Plate12' - 0"

1A3.0


2X6 SHEAR WALL CONTINUOUS TOROOF - 5/8 STRUCTURAL SHEATHING

20X30 MIN. ACCESS PANEL

Heated Shop03

Non-HeatedGarage

05

A1.01

PAINTED 5/8" TYPE X GWB (N.I.C.)EXPOSED STUDS THIS ROOM

HAUNCHED SLAB AT DEMISING WALL

40' ENGINEERED TRUSS @ 24" O.C. PROVIDESTAMPDED DRAWINGS FROM TRUSSMANUFACTURER.PROVIDE TEMPORARY BRACING ASREQUIRED.

2X6 KD STUDS @ 24" O.C.

NOTE: PHASE 2; PROVIDE MODINE HEATERIN SHOP SPACE. BASEBAORD HEAT ON SEPARATE T-STATSIN KITCHEN, BATH, AND PAINT CLOSET.

2A3.0


Plate12' - 0"

3A3.0

6"

1'-0"

6"

1'-0"


2X4 S4S PURLINS @ 24" O.C.- REFERTO STRUCTURAL DWGS, TYP.

PAINTED METAL ROOFING WITHPAINTED SCREWS AND ACCESSORIES

PAINTED RIDGE VENT CAP

2X6 KD STUDS @ 24" O.C.

EXTEND TOP CHORD 24"

Break Room01

Heated Shop03

PITCH CAN BE REDUCED TO3:12 MIN W/OWNER APPROVALIF COST EFFECTIVE

A1.02

40' ENGINEERED TRUSS @ 24" O.C. PROVIDESTAMPED DRAWINGS FROM TRUSSMANUFACTURER.PROVIDE TEMPORARY BRACING AS REQUIRED.

NOTE: PHASE 2; PROVIDE MODINE HEATERIN SHOP SPACE. BASEBAORD HEAT ON SEPARATE T-STATSIN KITCHEN, BATH, AND PAINT CLOSET.R-21 BATTS

R-30 BATTS

R-10 RIGID

WALL PACSEE ELEVATIONS


Plate12' - 0"

3A3.0


COMPACTED GRAVEL BASE

EXTEND CONTINUOUS 2" RIGID INSULATIONUNDER SLAB AND DOWN TO FOOTING

20X30 MIN ACCESS PANELFOR ATTIC ACCESS. LOCATION DTERMINEDBY TRUSS CONFIGURATION

40' ENGINEERED TRUSS @ 24" O.C. PROVIDESTAMPED DRAWINGS FROM TRUSSMANUFACTURER.PROVIDE TEMPORARY BRACING AS REQUIRED.

INTERIOR GARAGE DOORBETWEEN HEATED SHOP AND NON HEATEDGARAGE

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BID SET

1/4" = 1'-0"

1/19

/201

7 5:

13:4

5 PM

A3.0

SECTIONS

1625

Maintenance Bldg.

Bog Road

01/16/17NI

Checker

1/4" = 1'-0"3 Section A

1/4" = 1'-0"1 Section B 1/4" = 1'-0"2 Section C



Plate12' - 0"

3A3.0

W1


Plate12' - 0"

1A3.0

W1 W1

03

W1

2A3.0


Plate12' - 0"

1A3.0

01

06

02W1

VINYL SIDINGWITH 1X6 VINYL TRIMON BASE BIDWOOD FRAME

PTD. INSULATED METAL DOOR VINYL WINDOWS IN BASE BID.ALT BID METAL BUILDINGINCLUDES WINDOWS PER MANUFACTURER.

METAL INSULATED SECTIONAL OVER HEAD DOOR

2A3.0

10


Plate12' - 0"

3A3.0

W1

VINYL SIDINGWITH 1X6 VINYL TRIMON BASE BIDWOOD FRAME

METAL ROOF ON BASE BIDAND ALT SHELL BID

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BID SET

1/4" = 1'-0"

1/19

/201

7 5:

14:0

0 PM

A4.0

ELEVATIONS

1625

Maintenance Bldg.

Bog Road

01/16/17Author

Checker

1/4" = 1'-0"1 East 1/4" = 1'-0"2 North

1/4" = 1'-0"3 South 1/4" = 1'-0"4 West


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BID SET

1/2" = 1'-0"

1/19

/201

7 5:

14:0

5 PM

A5.0

SHELLALTERNATE

1625

Maintenance Bldg.

Bog Road

01/16/17Author

Checker

1/2" = 1'-0"1 Pre-Engineered Metal Building Base Design

NOTE:THIS SHEET IS FOR GENERAL SPECIFICATIONS ONLY.PLEASE PROPOSE A PRE-ENGINEERED METALBUILDING TO MEET OR EXCEED THESE GUIDELINES.PRICE SHELL SEPERATELY.PLEASE USE THE LAYOUT AND DIMENSIONS ON SHEETA1.1 AS A GUIDE FOR METAL BUILDING LAYOUT.


DIVISION 1- GENERAL REQUIREMENTS

A. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, TOOLS, EQUIPMENT, SHOP SERVICES, ANDRELATED ITEMS REQUIRED FOR THE COMPLETE AND PROPER SHAPINGOF THE PROJECT WORK IN CONFORMANCE WITH THE DRAWINGS ANDSPECIFICATIONS. ALL WORK SHALL BE PERFORMED IN A NEARWORKMANLIKE MANNER, EQUAL TO THE BEST IN SHOP AND FIELDPROCEDURE. ALL MATERIALS SHALL BE NEW UNLESS OTHERWISESTATED. THE CONTRACTOR SHALL APPLY SUSTAINABLE BUILDINGPRACTICES WHEREVER POSSIBLE.

B. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE,AND LOCAL CODES AND ORDINANCES, INCLUDING THE INTERNATIONALBUILDING CODE (IBC), NFPA LIFE SAFETY CODE, STATE ENERGY CODE,AND ALL OTHER GOVERNING REGULATIONS (CURRENT EDITIONS).

C. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS ANDINSPECTIONS, AND SHALL GIVE ALL REQUIRED NOTICES TO PUBLICAGENCIES.

D. THE CONTRACTOR SHALL PROVIDE ALL PUBLIC SERVICES REQUIREDBY THE WORK.

E. THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CONTRACTDOCUMENTS. THE CONTRACTOR SHALL NOT TAKE MEASUREMENTSOFF THE DRAWINGS WITH A SCALE OR RULER. ANY DISCREPANCIESBETWEEN EITHER THE DRAWINGS, SPECIFICATIONS, AND/OR SITECONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT, AND ANY AFFECTED WORK SHALL NOT PROCEEDWITHOUT INSTRUCTIONS FROM THE ARCHITECT. THE ARCHITECTSHALL NOT BE LIABLE FOR ANY UNAUTHORIZED CHANGE TO THEPROJECT DESIGN.

F. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SUPERVISINGALL TRADES, COORDINATING THE WORK DONE BY ALLSUBCONTRACTORS, AND EXPEDITING THE WORK AS A WHOLE,ALLOWING EACH TRADE REASONABLE OPPORTUNITIES FOR THEINSTALLATION OF ITS WORK AND FOR THE STORAGE AND HANDLING OFITS MATERIALS. THE SUBCONTRACTORS SHALL ALSO PROVIDE FORALL CUTTING, PATCHING, AND FITTING THAT MAY BE REQUIRED INHIS/HER WORK AND SHALL MAKE GOOD AFTER THEM, DOING ALLPATCHING, REPAIRING AND PAINTING NECESSARY TO MATCHADJACENT SURFACES.

G. THE CONTRACTOR SHALL PROVIDE ALLOWANCES, WHERE NOTEDHEREIN AND NOT OTHERWISE FURNISHED, CONSISTENT WITH THEQUANTITY AND APPLICATION OF THE ITEMS INDICATED, STIPULATINGEACH IN THE PROPOSAL. ADJUSTMENTS WILL BE MADE TO THECONTRACT PRICE UPON CALCULATING ANY DIFFERENCES BETWEENTHE ACTUAL MATERIAL COSTS AND THE ALLOWANCES.

H. THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR PRODUCTSELECTION AND APPROVAL BY THE ARCHITECT AND OWNER OF ALLEXTERIOR AND INTERIOR WALL AND FLOOR FINISHES OR PREFINISHEDMATERIALS, ROOFING, FINISHES, HARDWARE, SPECIALTIES,EQUIPMENT, FIXTURES, ETC. MAINTENANCE INSTRUCTIONS SHALL BESUBMITTED AT THE COMPLETION OF THE PROJECT.

I. THE CONTRACTOR SHALL FULLY AND CONTINUOUSLY PROTECT ALLPARTS OF THE WORK FROM DAMAGE AND VANDALISM, AND SHALL ALSOPROTECT ADJACENT PROPERTIES AGAINST DAMAGE FROM THECONSTRUCTION PROCESS.

J. THE CONTRACTOR SHALL CARRY INSURANCE AGAINST CLAIMS UNDERWORKMEN'S COMPENSATION ACTS AND AGAINST ALL OTHER CLAIMSFOR DAMAGE, FOR PERSONAL INJURY OR DEATH, WHICH MAY ARISEFROM THE PROJECT OPERATIONS.

K. THE OWNER SHALL MAINTAIN FIRE INSURANCE WITH EXTENDEDCOVERAGE UPON THE ENTIRE STRUCTURE DURING CONSTRUCTION,THE CONTRACTOR BEING THE PAYEE FOR ALL SUCH DAMAGE THEREQUIRES REPAIRING.

L. THE SUBCONTRACTORS SHALL REGULARLY KEEP THE PREMISESFREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH,REMOVING SAME TO A LEGAL DUMP SITE. ANY SUITABLE MATERIALSSHALL BE TRANSPORTED TO AN AUTHORIZED RECYCLING CENTER. ATTHE COMPLETION OF THE WORK, ALL INTERIOR SPACES SHALL BELEFT BROOM CLEAN AND ALL WINDOWS SHALL BE WASHED.

M. THE CONTRACTOR GUARANTEES THAT ALL LABOR AND MATERIALS ONTHIS PROJECT SHALL BE FREE FROM DEFECTS AND AGREES TO MAKEGOOD AND REPAIR AT NO FURTHER EXPENSE, UPON WRITTENREQUEST OF THE OWNER, ALL DEFECTS IN THE WORK WITHIN ONEYEAR AFTER FINAL COMPLETION OF THE CONTRACT, EXCEPT THATALL ROOFS SHALL BE GUARANTEED FOR A PERIOD OF 5 YEARS AFTERCOMPLETION.

N. THESE GENERAL REQUIREMENTS APPLY TO ALL DIVISIONS OF THESPECIFICATIONS.

DIVISION 2- SITE WORK

A. BACKFILLING AND FILLING SHALL BE BANK RUN GRAVEL WITH STONESLIMITED TO 3" MAXIMUM, MADE IN 8" LIFTS AND COMPACTED TO 95% OFMAXIMUM DRY DENSITY FOR BUILDING AREAS AND UNDER CONCRETESLABS AND 90% FOR PARKING AREAS. COMPACTION TO 85% ISALLOWED UNDER LAWN/PLANTING AREAS. REFER TO CIVIL ANDSTRUCTURAL DWGS FOR MORE INFORMATION.

B. ROUGH GRADE ALL AREAS INCORPORATED IN THE WORK, TOCONTOURS INDICATED, MINUS PAVING OR PLANTING DEPTHS. FINISHGRADE PLANTING AREAS ADJACENT TO THE NEW WORK WITH 6"TOPSOIL OR LOAM. RESTORE ALL OTHER EXISTING LANDSCAPE AREASDISTURBED BY THE NEW WORK.

C. SITE UTILITIES SHALL BE PROVIDED AS REQUIRED, AS INDICATED ONTHE PLANS, AND/OR AS NOTED HERE WITHIN. COORDINATE WITHOTHER WORK. COMPLY WITH ALL LOCAL UTILITY REGULATIONS.

DIVISION 3- CONCRETE

A. FORMWORK SHALL BE CLEAN, TIGHTLY JOINED TOGETHER AND WELLBRACED. TIE RODS WHERE REQUIRED SHALL BE SMOOTH AND OFRECOGNIZED TYPE, THE REMAINS OF WHICH SHALL NOT BE CLOSER THAN1" TO THE FINISHED SURFACE. ALL FORMS SHALL BE MAINTAINED FOR AMINIMUM OF 24 HOURS AFTER PLACING THE CONCRETE.

B. REINFORCING BARS SHALL BE GRADE 40 (MIN) DEFORMED, NEW BILLETSTEEL MEETING THE REQUIREMENTS OF ASTM A-615. ALL SPLICES SHALLBE LAPPED 30 DIAMETER MIN. REINFORCING FABRIC FOR SLABS SHALL BE6X6, W1.4XW1.4 E.W.W.M. CONFORMING TO ASTM A-185. ALL REINFORCINGSHALL BE ADEQUATELY TIED AND SECURED IN PLACE BEFORE CONCRETEPLACEMENT STARTS. REFER TO STRUCTURAL DRAWINGS.

C. SET ALL NECESSARY RODS, ANCHOR BOLTS, AND/OR DOWELS ASREQUIRED TO TIE TOGETHER THIS AND/OR OTHER EXISTING WORK.PROVIDE FOR PENETRATIONS IN THE CONCRETE AS REQUIRED BY THEWORK OF OTHER TRADES. ALL PIPES WHICH MUST PASS THROUGHCONCRETE FOUNDATIONS SHALL HAVE SLEEVES PROVIDED IN THE WALLSABOVE THE FOOTINGS. STEP FOOTINGS DOWN IF NECESSARY. PROVIDEPREFORMED JOINT FILLERS WHERE INDICATED.

D. INSTALL VAPOR BARRIERS AND INSULATION, AS PROVIDED UNDER OTHERDIVISIONS OF THIS SPECIFICATION, WHERE INDICATED ON THE DRAWINGS.COORDINATE WITH OTHER WORK.

E. REFER TO STRUCTURAL DWGS FOR CONCRETE MIX REQUIREMENTS. NOADMIXTURES ARE PERMITTED EXCEPT BY APPROVAL OF THE ARCHITECT.

F. DRAIN ALL PONDING WATER AWAY FROM CONCRETE POURS THROUGHSIDE CHANNELS TO A SUMP AREA. DO NOT PUMP WATER DIRECTLY FROMTHE FORMWORK OR ELSEWHERE WHILE CONCRETE IS BEING PLACED. DONOT PLACE CONCRETE IN TEMPERATURES OF 40 DEGREES FAHRENHEITOR LESS. DO NOT USE SALT TO THAW ICE.

G. CONCRETE SHALL BE PLACED UNDER DIRECT SUPERVISION OF THECONTRACTOR AND SHALL NOT BE WATERED FOR SPEED OF FLOW.CONCRETE SHALL BE CONSTANTLY RODDED DURING PLACING TOPREVENT HONEYCOMBING AND THOROUGHLY WORKED AROUND ALLBOXES OR OTHER OBSTRUCTIONS IN THE FORMS. INTERNAL VIBRATORSMAY BE USED TO SECURE DENSE, UNIFORM CONCRETE. THE PLACINGSHALL BE ONE CONTINUOUS UNINTERRUPTED PROCESS WITH CONCRETEDEPOSITED AS CLOSE TO THE AREA OF USE AS POSSIBLE. AVOID PUSHINGCONCRETE ALONG FORMS AND SEPARATING AGGREGATE.

H. STEEL TROWEL ALL INTERIOR SLAB FLOORS TO A DENSE, SMOOTHSURFACE, AND A TRUE LEVEL PLAN WITH A TOLERANCE OF 1/4" VARIATIONIN TEN FEET (MAX), EXCEPT AS NOTED OTHERWISE. SAW CUT CONTROLJOINTS AT 20 FEET O.C. MAX.

I. MOISTURE CURE CONCRETE FOR A MINIMUM 7 DAYS OR APPLY A SPRAYON CURING AGENT IMMEDIATELY AFTER FORMS ARE REMOVED.

DIVISION 4- MASONRY

A. ALL FACE BRICK IS NOTED ON THE DRAWINGS AND SHALL BEINSTALLED AS RECOMMENDED BY THE BRICK INSTITUTE OFAMERICA FOR THE APPLICATIONS SHOWN.

B. EXPOSED MASONRY WORK SHALL BE THOROUGHLY WASHED ANDCLEANED WITH CLEAR WATER AND FIBER BRUSH TO REMOVEMORTAR STAINS, DIRT, ETC.

C. PROVIDE FLASHING AS REQUIRED.

DIVISION 5- METALS

A. REFER TO STRUCTURAL DRAWINGS FOR ALL STEEL LAYOUTS ANDSIZES.

B. PROVIDE STAMPED ENGINEERED METAL BUILDING AS ALTERNATE FORBUILDING SHELL

DIVISION 6- CARPENTRY

A. ALL GENERAL FRAMING LUMBER SHALL BE NO. 2 OR BETTER.SPRUCE- PINE- FIR (SOUTHERN), SURFACED FOUR SIDES, GRADEDAND MARKED IN ACCORDANCE WITH THE NORTHEASTERN LUMBERMANUFACTURER'S ASSOCIATION. MAXIMUM MOISTURE CONTENTSHALL BE 19%. SEE THE DRAWINGS FOR FRAMING MEMBERS' SIZESAND USE.

B. MINIMUM ALLOWABLE STRESSES: EXTREME FIBER IN BENDING, Fb = 750 PSI TENSION PARALLEL TO GRAIN, Ft = 325 PSI COMPRESSION PARALLEL TO GRAIN, Fc = 975 PSI MODULUS OF ELASTICITY, E = 1,100,000 PSI

C. ALL PLYWOOD SHALL MEET THE PROVISIONS OF U.S. PRODUCTSTANDARD PS 1 (LATEST EDITION) AND SHALL BE IN ACCORDANCEWITH THE AMERICAN PLYWOOD ASSOCIATION PERFORMANCESTANDARDS. EACH SHEET OF PLYWOOD SHALL BE STAMPED WITHTHE GRADE INFORMATION APPROPRIATE TO THE INTENDEDAPPLICATION. PARTICLE OR FLAKE BOARD WILL NOT BE ACCEPTED.

D. ALL LUMBER MATERIAL EXPOSED TO THE WEATHER OR IN CONTACTWITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.

E. PROVIDE ALL ROUGH HARDWARE INCLUDING NAILS, SCREWS,FRAMING ANCHORS, HANGERS, CLIPS AND OTHER RELATED ITEMS TOCOMPLETE THE WORK. FRAMING ANCHORS AND JOIST HANGERSSHALL BE OF 18 GA. GALVANIZED STEEL MIN, INSTALLED WITH HANGERNAILS AND COMPLY WITH IBC STANDARDS. PROVIDE ALUMINUM PLY-CLIPS AND ALL UNBLOCKED EDGES OF ROOF SHEATHING, TWO PERBAY MIN.

F. ROUGH CARPENTRY AND FRAMING STANDARDS , EXCEPT AS NOTEDOTHERWISE, SHALL COMPLY WITH THE "MANUAL OF HOUSE FRAMING"BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, INCLUDINGFASTENINGS, FIRE STOPPING, BRACING, ANCHORAGES, BRIDGING,ETC. ALL SUCH WORK SHALL BE LAID OUT AS INDICATED ON THEDRAWINGS AND SHALL BE ACCURATELY CUT AND TIGHTLY FITTED ASNECESSITATED BY CONDITIONS ENCOUNTERED. ROUGH OPENINGDIMENSIONS FOR ALL PREFABRICATED COMPONENTS SHALL BEVERIFIED BY THE CONTRACTOR FROM MANUFACTURER'SLITERATURE. ALL WORK SHALL BE PLUMBED, LEVELED, ANDSECURED WITH SUFFICIENT NAILS, SPIKES, BOLTS, ETC. TO ENSURERIGIDITY. PROVIDE BLOCKING REQUIRED BY THE WORK OF OTHERTRADES. PLYWOOD SUBFLOORS SHALL BE INSTALLED INACCORDANCE WITH THE APA GLUED FLOOR SYSTEM.

G. FURNISH LABOR AND MATERIALS TO PROPERLY CLOSE UP ALLOPENINGS DURING THE PROGRESS OF THE WORK. TEMPORARYDOORS MAY BE PROVIDED WITH PADLOCK WHICH CAN BE CLOSEDAND SECURED WHEN THE BUILDING IS VACANT.

H. ALL NEW EXTERIOR SIDING AND/OR INTERIOR PANELING AND TRIMSHALL BE AS NOTED ON THE DRAWINGS.

I. ALL NEW FINISH CARPENTRY AND MILLWORK SHALL BE AS NOTED ONTHE DRAWINGS AND SHAPED, JOINED, AND INSTALLED INACCORDANCE WITH THE QUALITY STANDARDS OF THEARCHITECTURAL WOODWORK INSTITUTE, "CUSTOM GRADE".

J. CLEAN WOODWORK AND FILL NAIL HOLES IN PREPARATION FOR THEREQUIRED FINISHES. WHERE WOODWORK IS TO RECEIVE ATRANSPARENT FINISH, USE FILLER MATERIAL MATCHING WOOD FIBER.ALL WORK SHALL BE MACHINE OR HAND SANDPAPERED SO AS TOREMOVE ALL MARKS LEFT BY MACHINE DRESSING AND OTHERROUGHNESS, AND SHALL BE LEFT IN PROPER CONDITION OR PAINTING.

DIVISION 7- THERMAL AND MOISTURE PROTECTION

A. PROVIDE SELF ADHERING SHEET MEMBRANE WATERPROOFINGSYSTEM ON EXTERIOR OF ALL NEW BASEMENT FOUNDATION WALLS.INSTALL AND PROTECT IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.

B. PROVIDE 6 MIL POLYETHYLENE SHEET VAPOR BARRIERCONTINUOUSLY, OVER COMPACTED FILL, UNDER NEW CONCRETEFLOOR SLABS ON GRADE. LAP ALL JOINTS 6" MIN. AND TAPE.PROTECT AGAINST PUNCTURE.

C. PROVIDE NON-WOVEN POLYESTER AIR INFILTRATION BARRIER OVERALL NEW EXTERIOR SHEATHING PRIOR TO INSTALLING SIDING. LAPALL JOINTS 6 MIN.

D. PROVIDE INSULATION TYPE AND THICKNESS AS NOTED ON THEDRAWINGS.

E. PROVIDE A COMPLETE WEATHERTIGHT AND SECURE ROOFINGSYSTEM AS NOTED ON THE DRAWINGS WITH ALL REQUIREDACCESSORIES, AND INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS. NOTIFY THE ARCHITECTSOF ANY CONDITIONS WHICH MIGHT COMPROMISE THE INTEGRITY OFTHE ROOFING WORK. PROVIDE 36" WIDE SELF ADHERING MEMBRANEUNDERLAYMENT AT ALL EAVES, VALLEYS, WALL TO ROOFINTERSECTIONS, ETC. AS RECOMMENDED BY THE MANUFACTURER.COLOR OF SHINGLES TO BE SELECTED BY THE ARCHITECT.

F. ALL REQUIRED STEP, BASE, AND CAP FLASHINGS, COPINGS, ETC.SHALL BE FABRICATED FROM 0.32" ALUMINUM OR 16 OX. C.R.COPPERTO SHAPES AS RECOMMENDED BY THE SMACNA MANUAL. PROVIDEAT ROOF AND FRAME WALL CONDITIONS.

G. PROVIDE ATTIC VENTILATION PER CODE WITH DEVICES AS INDICATEDON THE DRAWINGS.

H. PROVIDE ALL CAULKING AND SEALANTS NECESSARY TO FILL ALLEXTERIOR AND INTERIOR JOINTS BETWEEN DISSIMILAR MATERIALS.INSTALL BACKER ROD MATERIAL WHERE REQUIRED.

DIVISION 8- DOORS AND WINDOWS

A. PROVIDE ALL NEW DOORS AND RELATED HARDWARE OF TYPES ANDSIZES AS INDICATED ON THE DRAWINGS. APPLY SEALER TO ALLSURFACES, EDGES, MORTICES, ETC. OF ALL WOOD DOORS.

B. HARDWARE DESIGN SHALL BE AS APPROVED BY THE OWNER AND THEARCHITECT. PROVIDE ALL HARDWARE NECESSARY FOR THE PROPEROPERATION OF ALL WORK ON THIS PROJECT. REFER TO THEDRAWINGS FOR HARDWARE FUNCTIONS. CONFIRM DOOR KEYING ANDSECURITY WITH THE OWNER.

C. PROVIDE COMPLETE WEATHERSTRIPPING FOR ALL NEW EXTERIORDOORS OF NEOPRENE BULB/ ALUMINUM STRIP AT HEAD AND JABS ANDVINYL SWEEP/ ALUMINUM STRIP AT BOTTOM.

D. PROVIDE ALL NEW WINDOWS AND GLASS TYPES AS INDICATED ON THEDRAWINGS, COMPLETE WITH ALL STANDARD HARDWARE AND NOTEDOPTIONS. CONFIRM TEMPERED GLASS LOCATIONS BEFORE ORDERING.

E. INSTALL ALL DOORS AND WINDOWS IN ACCORDANCE WITH NWWDAGUIDELINES, MANUFACTURER'S RECOMMENDATIONS, AND AS DETAILED.PROVIDE METAL DRIP CAPS AT HEADS AND FABRIC FLASHING AT JAMBSAND SILLS OF ALL EXTERIOR DOOR AND WINDOW FRAMES.

DIVISION 9- FINISHES

A. PROVIDE STANDARD TYPE 5/8" TYPE 'X' GYPSUM WALLBOARD ON ALLINTERIOR WALLS AND CEILINGS. INCLUDE IN THE WORK ALL NECESSARYACCESSORIES AND JOINT FINISHING SYSTEMS TO PROVIDE A FLAT,SMOOTH SURFACE, FREE OF DEFECTS AND COMPLYING WITH THEAPPLICABLE REQUIREMENTS OF GA-216-85 "APPLICATION AND FINISHINGOF GYPSUM BOARD" BY THE GYPSUM ASSOCIATION.

B. PREPARE SURFACES TO BE PAINTED OR OTHERWISE FINISHED, BYFILLING VOIDS, SANDING AND CLEANING. APPLY FINISHES, AS INDICATED,TO INTERIOR AND EXTERIOR SURFACES USING ONLY NATIONALLY KNOWNOR OWNER APPROVED PRODUCTS. STORE IN A SAFE, SECURE MANNER.ALL PAINTED SURFACES SHALL RECEIVE AT LEAST TWO FINISH COATSOVER A PRIME COAT. COLOR AND FINISH TYPES SHALL BE SELECTED BYOWNER AND THE ARCHITECT.

C. SHEET VINYL AND/OR VINYL TILE FLOORING SHALL BE AS SELECTED BYTHE OWNER AND ARCHITECT. THE CONTRACTOR SHALL PROVIDEUNDERLAYMENTS AND FURNISH AND INSTALL ALL MATERIALS ANDACCESSORIES NECESSARY TO COMPLETE THE WORK IN ACCORDANCEWITH THE RESILIENT FLOORING MANUFACTURER'S RECOMMENDATIONS.

D. CERAMIC TILE SHALL BE AS SELECTED BY THE OWNER AND ARCHITECT.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE WORK INACCORDANCE WITH THE TILE COUNCIL OF AMERICA, INC.RECOMMENDATIONS FOR EACH APPLICATION INDICATED. PROVIDECEMENTITIOUS BACKER BOARD FOR TILE WORK ON ALL SHOWER WALLS.

E. ALL NEW WOOD FLOORING SHALL BE AS NOTED ON THE DRAWINGS. THECONTRACTOR SHALL FURNISH AND INSTALL ALL WORK FLOORING INACCORDANCE WITH THE BEST PRACTICES OF THE TRADE. FINISH TYPESSHALL BE AS SELECTED BY THE OWNER AND ARCHITECT.

F. PROTECT ALL NEW AND EXISTING FINISHED SURFACES AGAINST DAMAGEWHILE WORK ON THIS PROJECT IS PROGRESSING OR UNCOMPLETED.

DIVISION 10- SPECIALTIES

A. ALL TOILET ACCESSORIES, MEDICINE CABINETS, MIRRORS, AND ANYOTHER EQUIPMENT AS INDICATED ON THE DRAWINGS SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR FOLLOWINGOWNER AND ARCHITECT APPROVAL.

DIVISION 11- EQUIPMENT

A. COUNTERS AND CABINETS ARE TO BE MANUFACTURED UNITS OF AWIQUALITY AS SELECTED BY THE OWNER AND ARCHITECT. ALLCASEWORK SHALL BE FURNISHED AND INSTALLED BY THECONTRACTOR, COMPLETE WITH ALL STANDARD HARDWARE.

DIVISION 12- FURNISHINGS- NIC

DIVISION 13- SPECIAL CONSTRUCTION- NIC

DIVISION 14- CONVEYING SYSTEMS- NIC

DIVISION 15- MECHANICAL

A. ALL PLUMBING, HEATING, AND VENTILATING MATERIALS ANDINSTALLATIONS SHALL CONFORM TO THE NATIONAL PLUMBING ANDMECHANICAL CODES AND OTHER APPLICABLE CODES ANDORDINANCES. COORDINATE WITH OTHER WORK.

B. EXTEND HOT AND COLD WATER SUPPLY AND WASTE WATERPLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS OR ASREQUIRED TO MEET THE INTENT, INCLUDING PLUMBING FIXTURES,FITTINGS, ACCESSORIES, AND RELATED EQUIPMENT. PIPING RUNSAND RISER LAYOUTS SHALL BE DETERMINED BY THE CONTRACTOR.

C. NEW PLUMBING FIXTURES AND FAUCETS SHALL BE APPROVED BYTHE OWNER. ALL FIXTURES SHALL BE FURNISHED AND INSTALLEDBY THE CONTRACTOR.

D. EXTEND HEATING SYSTEM AS INDICATED ON THE DRAWINGS OR ASREQUIRED TO MEET THE INTENT, INCLUDING HEATING DISTRIBUTION,CONTROLS, ACCESSORIES, AND RELATED EQUIPMENT. THECONTRACTOR SHALL CALCULATE HEAT LOSS, BTU REQUIREMENTSAND EQUIPMENT SIZING IN ACCORDANCE WITH ASHRAE STANDARDS.SUBMIT SYSTEM DESIGN CHANGES AND EQUIPMENT CUTS TO THEOWNER AND ENGINEER FOR APPROVAL.

E. PROVIDE EXTRUDED FOAM PIPE INSULATION FOR ANY LINES THATWILL BE LOCATED IN UNHEATED SPACES.

DIVISION 16- ELECTRICAL

A. ALL ELECTRICAL MATERIALS SHALL CONFORM TO THESTANDARDS OF UNDERWRITER LABORATORIES, INC. AND SHALLBE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICALCODE AND OTHER APPLICABLE CODES AND ORDINANCES.COORDINATE WITH OTHER WORK.

B. EXTEND EXISTING ELECTRICAL POWER AND LIGHTING SYSTEMSAS INDICATED ON THE DRAWINGS OR REQUIRED TO MEET THEINTENT, INCLUDING PANEL BOARDS, FIXTURES, RECEPTACLES,SWITCHES, WIRING, ACCESSORIES, AND RELATED EQUIPMENT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CIRCUITING,CONDUIT AND/OR CONDUCTOR RUNS, JUNCTION POINTS, ETC.

C. NEW LIGHTING FIXTURES, NOT OTHERWISE SPECIFIED, SHALL BEAS SELECTED BY THE OWNER AND ARCHITECT. ALL FIXTURESSHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

D. PROVIDE SMOKE DETECTOR SYSTEM AND CO2 DETECTORS INALL BEDROOMS, 110V INTERCONNECTED ON REQUIRED CIRCUIT,IN ACCORDANCE WITH NFPA 101.

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Scale

Project number

Date

Drawn by

Checked by





BID SET

12" = 1'-0"

1/19

/201

7 5:

14:0

8 PM

A6.0

SPECS /SCHEDULES

1625

Maintenance Bldg.

Bog Road

01/16/17Author

Checker

12" = 1'-0"GENERAL SPECIFICATIONS

Door Schedule

Mark Type Mark Family and Type Description CountFrame

Material

ThermalResistance

(R)

01 H Door-Garage-Embossed_Panel: 108" x 120" 1 N/A02 H Door-Garage-Embossed_Panel: 108" x 120" 1 N/A03 B Door-Passage-Single-One_Lite: 36" x 80" PAINTED METAL INSULATED 1 METAL04 A Single-Flush: 36" x 80" PAINTED METAL INSULATED 1 METAL06 B Door-Passage-Single-One_Lite: 36" x 80" PAINTED METAL INSULATED 1 METAL07 G Door-Garage-Embossed_Panel: 108" x 96" PAINTED METAL INSULATED 1 N/A08 A Single-Flush: 36" x 80" PAINTED METAL INSULATED 1 METAL09 A Single-Flush: 36" x 80" PAINTED METAL INSULATED 1 METAL10 B Door-Passage-Single-One_Lite: 36" x 80" PAINTED METAL INSULATED 1

Window Schedule

Type Mark

Rough Opening

TypeManufacture

r Model Material Finish

Detail GlazingHeadHeight CommentsWidth Height Head Jamb Sill

Thickness Type

W1 3' - 0" 5' - 0" Double Hung with Trim PELLA VINYL WHITE 6' - 8" LOW E ARGON


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