mecca fire station 4882 west wabash, mecca, indiana...

4882 West Wabash, Mecca, Indiana 47860

A New Addition for:

MECCA FIRE STATION

Revisions

Date Action

ARCHITECTURE

Evansville, Indiana 47715(812) 475-1995

[email protected]

SUITE 4044424 VOGEL ROAD

DRAWING INDEXcover sheet 0.0 Cover and Drawing Index

0.1 Life Safety Plan, Code Summary and Details

0.2 ADA Details

0.3 ADA Details

0.4 Specification Notes

0.5 Specification Notes

information 1.1 Site Plan and Details

1.2 Site Drainage Plan

1.3 Site Utility Plan

1.4 Soil Erosion Notes & Details

1.5 Existing Site Survey

structural 2.1 Footing/Foundation and Platform Floor Framing

2.2 Structural Notes

2.3 Retaining Wall Section

floor plans 3.1 First and Second Floor Plan, Schedules and Details

exterior shell 4.1 Building Elevations

sections 5.1 Building Sections and Details

5.2 Building Section and Details

h.v.a.c. 8.1 First and Second Floor HVAC Plan

electrical 9.1 First and Second Floor Electrical Power Plan

9.2 First and Second Floor Lighting Plan

AutoCAD SHX TextJUNE 29,

AutoCAD SHX Text2020


AutoCAD SHX TextMECCA, INDIANA 47860

AutoCAD SHX Text4882 WEST WABASH

AutoCAD SHX TextMECCA FIRE DEPARTMENT ADDITION

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AutoCAD SHX TextWORK 2020

AutoCAD SHX TextUNPUBLISHED

AutoCAD SHX Text%%UCOPY PROTECTED

AutoCAD SHX TextAND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. DO NOT SCAN,

AutoCAD SHX TextCOMPOSITION OF SPACES". ALL COMMON LAW RIGHTS OF COPYRIGHT,

AutoCAD SHX Text"THE OVERALL FORM, ELEMENTS OF DESIGN, AND ARRANGEMENT AND

AutoCAD SHX TextDESIGNS, DRAWINGS, AND SPECIFICATIONS. DESIGNS INCLUDE

AutoCAD SHX TextCOPYRIGHT INCLUDES ARCHITECTURAL/ENGINNERING WORK,

AutoCAD SHX TextWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECTURE + PC.

AutoCAD SHX TextUSE, DISSEMINATION, OR DUPLICATION MAY BE MADE

AutoCAD SHX TextCONFIDENCE FOR SOLE USE ON THIS PROJECT. NO OTHER

AutoCAD SHX TextCOPYRIGHT NOTICE: THESE DOCUMENTS ARE GIVEN IN

AutoCAD SHX TextWRITTEN PERMISSION FROM ARCHITECTURE + PC.

AutoCAD SHX TextELECTRONICALLY DUPLICATE, OR COPY IN ANY MEDIA WITHOUT EXPRESS

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AutoCAD SHX Text%%U LIFE SAFETY FIRST FLOOR PLAN

AutoCAD SHX Text 3/32" = 1'-0"

AutoCAD SHX Text%%U LIFE SAFETY SECOND FLOOR PLAN


AutoCAD SHX Text%%UFIRE & LIFE SAFETY SYMBOLS

AutoCAD SHX Text%%UCODE SUMMARY

AutoCAD SHX Text%%UOCCUPANT LOAD SCHEDULE

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AutoCAD SHX TextFLOOR

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AutoCAD SHX TextSUBMITTALS (CONTINUED) APPROVE AND STAMP EACH SHOP DRAWING BEFORE SUBMITTING IT TO THE ARCHITECT. THE ARCHITECT SHALL ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTAL COMPRISES A VARIATION FROM THE DRAWINGS AND SPECIFICATIONS UNLESS THE GENERAL CONTRACTOR ADVISED THE ARCHITECT OTHERWISE VIA A WRITTEN INSTRUMENT WHICH IS ACKNOWLEDGED BY THE ARCHITECT IN WRITING. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. SUBMITTAL REVIEW BY ARCHITECT IS FOR THE GENERAL CONFORMANCE WITH THE INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE STRUCTURAL PLANS AND SPECIFICATIONS AND NOT FOR THE PURPOSE OF DETERMINING THE ACCURACY AND COMPLETENESS OF DIMENSIONS AND QUANTITIES WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. THE REVIEW OF SUBMITTALS BY THE ARCHITECT DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. REVIEW OF THE CONTRACTOR'S SUBMITTALS DOES NOT CONSTITUTE APPROVAL OF THE CONTRACTOR'S SAFETY MEASURES, NOR DOES IT CONSTITUTE APPROVAL OF THE MEANS AND METHODS OF CONSTRUCTION. SHOP DRAWINGS AND RELATED ITEMS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR BEFORE SUBMITTAL. THE ARCHITECT'S REVIEW IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ARCHITECT'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF SOLE RESPONSIBILITY TO REVIEW CHECK AND COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO SIZES, DETAILS, DIMENSIONS, MATERIAL QUALITY, QUANTITY, ETCETERA.

AutoCAD SHX TextIT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY PRODUCTS, AND INSTALLATION IN THE FIELD. ALL DRAWINGS AND SPECIFICATIONS FUNCTION TOGETHER AS A COMPLETE PACKAGE. INSURE THAT ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS HAVE A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS FOR BIDDING AND CONSTRUCTION PURPOSES. E.G.: THE ELECTRICAL SUBCONTRACTOR MAY HAVE ADDITIONAL WORK NOTED ON THE SITE PLAN, FLOOR PLANS, OR PLUMBING DRAWINGS. THE GENERAL CONTRACTOR SHALL COMPARE ALL DRAWINGS AND SPECIFICATIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO THE FABRICATION AND INSTALLATION OF ANY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL ASSUME THE STRICTER REQUIREMENT OF CONFLICTING PROVISIONS ON THE DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE AND REPORT ANY DISCREPANCIES FROM ASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO THE ARCHITECT PRIOR TO THE ANY FABRICATION OR INSTALLATION OF PRODUCTS. CONTRACTOR SHALL VISIT SITE TO DETERMINE EXISTING CONDITIONS AND THE EXTENT OF WORK REQUIRED. KEYNOTES ARE INDICATED THUSLY SEE MECHANICAL AND ELECTRICAL PLANS FOR EQUIPMENT LOCATED IN CONCRETE FLOOR SLABS, WALLS, AND ROOF. VERIFY ALL SITE UTILITY REQUIREMENTS WITH RESPECTIVE UTILITY COMPANIES PRIOR TO SUBMITTING BID. VERIFY AND PAY ALL RELATED COSTS INCLUDING, BUT NOT LIMITED TO, TAP FEES, SERVICE CONNECTION FEES, METER DEPOSITS, SPECIAL EASEMENTS, ETC. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, PERMITS, LICENSES, COSTS AND PAYMENTS TO GOVERNMENTAL AUTHORITIES FOR THE ISSUANCE OF BUILDING PERMITS AND/OR FINAL CERTIFICATE OF OCCUPANCY. CONTRTACTOR SHALL REPAIR TO MATCH ADJACENT SURFACES ALL PAVEMENT THAT IS DAMAGED DURING CONSTRUCITON. PATCHING SHALL COMPLY WITH REGULATORY REQUIREMENTS AND SHALL BE DONE IN A PROFESSIONAL MANNER. NOTIFY ARCHITECT IMMEDIATELY OF EXISTING CONDITIONS INCONSISTENT WITH CONSTRUCTION DOCUMENTS. WHERE NEW CONCRETE WALKS AND/OR CURBS ABUT BUILDING WALLS OR EXISTING WALKS OR CURBS, PROVIDE \" FOAM EXPANSION JOINTS AND CONTINUOUS SEALANT JOINT. PROVIDE EXPANSION AND CONTROL JOINTS IN WALKS AND CURBS AS INDICATED ON PLANS AND DETAILS. ALL LAWN AREAS DAMAGED BY CONTRACTOR SHALL BE REPAIRED AND RE-SEEDED. VERIFY ALL LENGTHS AND ELEVATIONS IN THE FIELD. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF ALL STATE BUILDING CODES, CODES AS ADOPTED BY AUTHORITIES HAVING JURISDICTION AND CURRENT REGULATIONS IN EFFECT AT TIME OF CONSTRUCTION. THE COMPLETED PROJECT SHALL BE FULLY FUNCTIONAL AND COMPLETE IN EVERY DETAIL INCLUDING ANY AND ALL SUCH DETAIL ITEMS OF WORK OR MATERIALS REQUIRED FOR NORMALLY COMPLETE SYSTEMS, WHETHER OR NOT SUCH ITEMS ARE SPECIFIED OR SHOWN ON THE DRAWINGS. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A GOOD WORKMANLIKE MANNER, AND IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. THE GENERAL CONTRACTOR SHALL SUBMIT MATERIAL SAFETY DATA SHEETS (MSDS) TO OWNER PRIOR TO USE OF ANY PRODUCTS THAT MAY PRESENT SAFETY CONSIDERATIONS. ALL CONSTRUCTION TRADES SHALL REFER TO ALL ARCHITECTURAL, PLUMBING, MECHANICAL (HVAC), ELECTRICAL, AND COMMUNICATION/DATA DRAWINGS TO ASSESS THE EXTENT OF NEW WORK REQUIRED TO THE FLOORS, WALLS, AND CEILINGS DUE TO ALL CONSTRUCTION TRADES. UPON COMPLETION OF THE PROJECT, THE GENERAL CONTRACTOR SHALL FURNISH THE ARCHITECT A COMPLETE SET OF "RECORD" (AS-BUILT, RED-LINE) DRAWINGS TO REVIEW AND FILE WITH THE OWNER.

AutoCAD SHX TextSUBMITTALS BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THE ARCHITECT, THE GENERAL CONTRACTOR SHALL REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR

AutoCAD SHX Text%%uCODES

AutoCAD SHX Text2014 INDIANA BUILDING CODE 2014 INDIANA FIRE CODE 2009 INDIANA ELECTRICAL CODE 2012 INDIANA PLUMBING CODE 2014 INDIANA MECHANICAL CODE 2014 INDIANA FUEL GAS CODE 2010 INDIANA ACCESSIBILITY CHAPTER 11 (ICC A117.1 2009) 2010 INDIANA ENERGY CONSERVATION CODE (ASHRAE 90.1 2007)

AutoCAD SHX TextDIRECTION OF EXIT BY DOOR OR STAIRWAY

AutoCAD SHX TextPROJECT: MECCA FIRE STATION MECCA FIRE STATION PROPOSED CONSTRUCTION: (OFFICE) B: NEW FIRST FLOOR: 3,575 SFNEW NORTH ADDITION: 384 SF EXISTING FIRST FLOOR: 4,800 SF TOTAL: 8,759 SFNEW 2ND FLOOR: 1,320 SF EXISTING 2ND FLOOR: 1,230 SF XISTING 2ND FLOOR: 1,230 SF TOTAL: 2,550 SF OCCUPANCY: B, OFFICE B, OFFICE CONSTRUCTION TYPE: V-B (2 STORY) V-B (2 STORY) CLIMATE ZONE: 4A OCCUPANCY SEPARATIONS: NONE NONE BASIC ALLOWED AREA: OFFICE BUILDING, TYPE B: 9,000 SQ. FT., 2 STORY FIRE RESISTANCE RATING IN HOURS FOR BUILDING ELEMENTS: 0 - STRUCTURAL FRAME 0 – EXTERIOR BEARING WALLS (NOT EXTERIOR BEARING WALLS (NOT APPLICABLE) 0 – INTERIOR BEARING WALLS INTERIOR BEARING WALLS 0 – FLOOR CONSTRUCTION FLOOR CONSTRUCTION 0 – ROOF CONSTRUCTION ROOF CONSTRUCTION FIRE RATING IN HOURS FOR EXTERIOR WALLS: 2 – LESS THAN 5' LESS THAN 5' 1 – GREATER THAN 5', BUT LESS THAN 10' GREATER THAN 5', BUT LESS THAN 10' 0 – GREATER THAN 10', BUT LESS THAN 20' GREATER THAN 10', BUT LESS THAN 20' 0 – GREATER THAN 30' GREATER THAN 30' PROPERTY LINES ARE GREATER THAN OR EQUAL TO 10 FEET FROM BUILDING AND REQUIRE NO FIRE RESISTANCE. MINIMUM BUILDING LOADS: WIND: 120 MPH SNOW: 20 PSF. FOUNDATION: MINIMUM DEPTH OF 24". ALLOWABLE AREA INCREASE NOT REQUIRED: FIRE PROTECTION IS NOT REQUIRED SEISMIC DESIGN CATEGORY: D EXIT STAIR WIDTH REQUIRED: 6 X .3 = .18" (36") MINIMUM NUMBER OF EXITS REQUIRED: (2 GROUND FLOOR, 1 SECOND FLOOR) MAXIMUM TRAVEL DISTANCE TO EXITS: 200 FT. IN NON-SPRINKLED BUILDING -TABLE 1015.1

AutoCAD SHX TextALL GYPSUM BOARD THROUGHOUT SHALL BE }" THICK UNLESS OTHERWISE INDICATED. ALL INTERIOR BEARING STUDS SHALL BE 3\" WOOD STUDS AT 1'-4" O.C. UNLESS OTHERWISE INDICATED. ALL INTERIOR NON-BEARING STUDS SHALL BE 3\" WOOD STUDS AT 1'-4" O.C. UNLESS OTHERWISE INDICATED PROVIDE THICKENED PARTITIONS AS REQUIRED FOR RECESSED ELECTRICAL PANELS AND MECHANICAL EQUIPMENT ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF CONCRETE OR GRID LINE UNLESS OTHERWISE INDICATED

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AutoCAD SHX Text%%uGENERAL NOTES

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AutoCAD SHX TextEXTERIOR WINDOWS SHALL MEET STATE ENERGY CODE MINIMUM VALUES. PERIMETER FROST WALL INSULATION SHALL HAVE A MINIMUM R VALUE OF 10.8. FACTORY-BUILT FENESTRATIONS AND DOORS SHALL BE LABELED AS MEETING STATE MINIMUM ENERGY CODE AIR LEAKAGE REQUIREMENTS. ALL SOURCES OF AIR LEAKAGE IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, WEATHERSTRIPPED OR WRAPPED WITH MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL TO MINIMIZE AIR LEAKAGE. FENESTRATION PRODUCTS SHALL BE RATED IN ACCORDANCE WITH NFRC. FENESTRATION PRODUCTS SHALL BE CERTIFIED AS TO PERFORMANCE LABELS OR CERTIFICATES SHALL BE PROVIDED TO ARCHITECT / OWNER. SLAB EDGE INSULATION SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. INSULATION IN CONTACT WITH THE GROUND SHALL HAVE A WATER ABSORPTION RATE OF NO MORE THAN .3% PER ASTM C272. ROOF INSULATION SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ABOVE-GRADE WALL INSULATION SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. BUILDING ENVELOPE INSULATION SHALL BE LABELED WITH ITS R-VALUE, OR CONTRACTOR SHALL PROVIDE A INSULATION CERTIFICATE SHOWING R-VALUE. INSULATION SHALL BE INSTALLED IN SUBSTANTIAL CONTACT WITH THE INSIDE SURFACE SEPARATING CONDITIONED SPACE FROM UN-CONDITIIONED SPACE. RECESSED EQUIPMENT INSTALLED IN BUILDING ENVELOPE ASSEMBLIES SHALL NOT COMPRESS THE ADJACENT INSULATION. EXTERIOR INSULATION SHALL BE PROTECTED FROM DAMAGE WITH A PROTECTIVE MATERIAL. VERIFICATION FOR EXPOSED FOUNDATION INSULATION SHALL OCCUR DURING FOUNDATION INSPECTION. INSULATION INTENDED TO MEET THE ROOF INSULATION REQUIREMENTS SHALL NOT BE INSTALLED ON TOP OF SUSPENDED CEILINGS.

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AutoCAD SHX Text%%UROOM FINISH - SEE LEGEND ON SHEET 3.*


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AutoCAD SHX TextEQUIPMENT PERMITTED IN SHADED AREA

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AutoCAD SHX TextCHANGES IN LEVEL BETWEEN |" AND \" HIGH MAXIMUM SHOULD BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2

AutoCAD SHX TextNOTE: X=3' MIN. IF Y=5'

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AutoCAD SHX TextLATCH SIDE APPROACH - SWINGING DOOR

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AutoCAD SHX TextNOTE Y=48" MIN. IF DOOR HAS BOTH A CLOSER AND LATCH

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AutoCAD SHX TextTWO HINGED DOORS IN SERIES

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AutoCAD SHX TextWHEN MORE THAN ONE DRINKING FOUNTAIN: PROVIDE 50% AT ADA HEIGHT AND 50% AT STANDARD HEIGHT

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AutoCAD SHX Text59 MIN W/ FLOORL MOUNTED W.C.

AutoCAD SHX TextCLEAR FLOOR SPACE

AutoCAD SHX TextPROVIDE FOR EACH ACCESSIBLE TOILET: (1) 42" HORIZONTAL AT SIDE WALL (1) 36" HORIZONTAL AT BACK WALL (1) 18" VERTICAL AT SIDE WALL

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AutoCAD SHX TextDIVISION ONE GENERAL CONDITIONS GENERAL: GENERAL: INSTALL WORK IN STRICT ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS OF LOCAL AND STATE GOVERNMENTS AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION. DRAWINGS & SPECIFICATIONS INDICATE THE MINIMUM STANDARDS OF CONSTRUCTION, BUT SHOULD ANY WORK INDICATED BE SUB-STANDARD TO ANY ORDINANCES, LAWS, CODES, RULES OR REGULATIONS BEARING ON THE WORK, THE CONTRACTOR SHALL EXECUTE WORK IN ACCORDANCE WITH SUCH ORDINANCES, LAWS, CODES, RULES AND REGULATIONS. CONFINE OPERATIONS AT THE SITE TO THE AREAS PERMITTED UNDER THE CONTRACT. PORTIONS OF THE SITE BEYOND AREAS ON WHICH WORK IS INDICATED ARE NOT TO BE DISTURBED. CONFORM TO SITE RULES AND REGULATIONS AFFECTING THE WORK WHILE ENGAGED IN PROJECT CONSTRUCTION. KEEP EXISTING DRIVEWAYS AND ENTRANCES SERVING THE PREMISES CLEAR AND AVAILABLE AT ALL TIMES. DO NOT USE THESE AREAS FOR PARKING OR STORAGE OF MATERIALS. AVOID TRACKING DIRT AND MUD ONTO PAVING AND LOCAL OR STATE OWNED ROADWAYS. DO NOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS OR EQUIPMENT. CONFINE STOCKPILING OF MATERIALS AND LOCATION OF STORAGE SHEDS TO THE AREAS INDICATED. IF ADDITIONAL STORAGE IS NECESSARY, OBTAIN AND PAY FOR SUCH STORAGE ON SITE. ANY DAMAGE TO EXISTING UTILITIES OR NEWLY INSTALLED WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR CAUSING DAMAGE, WHO SHALL REPAIR OR PAY RESTITUTION TO HAVE REPLACED. CUTTING AND PATCHING: CONTRACTOR REQUIRING CUTTING AND PATCHING OF NEWLY CONSTRUCTED WORK IN ORDER TO INSTALL HIS WORK, WHO HAS NOT COORDINATED, NOR NOTIFIED, OTHER APPROPRIATE ENTITIES OF SUCH REQUIREMENTS AT COORDINATION MEETINGS, SHALL BE RESPONSIBLE FOR PAYMENT OF SUCH WORK. DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER THAT WOULD RESULT IN A REDUCTION OF LOAD-CARRYING CAPACITY, OR OF LOAD-DEFLECTION RATIO. DO NOT CUT AND PATCH OPERATIONAL ELEMENTS OR OTHER COMPONENTS IN A MANNER THAT WOULD RESULT IN A REDUCTION OF THEIR CAPACITY TO PERFORM IN THE MANNER INTENDED, INCLUDING ENERGY PERFORMANCE, OR THAT WOULD RESULT IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE. DO NOT CUT AND PATCH WORK EXPOSED ON THE BUILDING'S EXTERIOR OR IN ITS OCCUPIED SPACES, IN A MANNER THAT WOULD, IN THE ARCHITECT'S OPINION, RESULT IN LESSENING THE BUILDING'S AESTHETIC QUALITIES. DO NOT CUT AND PATCH WORK IN A MANNER THAT WOULD RESULT IN SUBSTANTIAL VISUAL EVIDENCE OF CUT AND PATCH WORK. REMOVE AND REPLACE WORK JUDGED BY OWNER TO BE CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER. EXCEPT AS OTHERWISE INDICATED, OR AS DIRECTED BY THE ARCHITECT, USE MATERIALS FOR CUTTING AND PATCHING THAT ARE IDENTICAL TO EXISTING MATERIALS. IF IDENTICAL MATERIALS ARE NOT AVAILABLE, OR CANNOT BE USED, USE MATERIALS THAT MATCH EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO VISUAL EFFECT. USE MATERIALS FOR CUTTING AND PATCHING THAT WILL RESULT IN EQUAL-OR-BETTER PERFORMANCE CHARACTERISTICS. PROTECT OTHER WORK DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR THAT PART OF THE PROJECT THAT MAY BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS. EMPLOY SKILLED WORKMEN TO PERFORM CUTTING AND PATCHING WORK. EXCEPT AS OTHERWISE INDICATED OR AS APPROVED BY THE OWNER, PROCEED WITH CUTTING AND PATCHING AT THE EARLIEST FEASIBLE TIME AND COMPLETE WORK WITHOUT DELAY. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND WHERE NECESSARY EXTEND FINISH RESTORATION INTO RETAINED ADJOINING WORK IN A MANNER WHICH WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.

AutoCAD SHX TextDIVISION TWO - (CONTINUED) ASPHALT PAVING: COMPLY WITH STATE HIGHWAY OR TRANSPORTATION DEPARTMENT STANDARD SPECIFICATIONS, LATEST EDITION. ALL PAVING SHALL DRAIN ADEQUATELY. NO PONDING WILL BE ALLOWED. PLACE BASE AGGREGATE ON PREPARED SUBGRADE IN LAYERS OF UNIFORM THICKNESS, CONFORMING TO INDICATED CROSS-SECTION AND THICKNESS. MAINTAIN OPTIMUM MOISTURE CONTENT FOR COMPACTING MATERIAL DURING PLACEMENT OPERATIONS. PLACE ASPHALT MIXTURE ON PREPARED BASE COURSE, SPREAD AND STRIKE-OFF. SPREAD MIXTURE AT MINIMUM TEMPERATURE OF 225^F (107^C). PLACE INACCESSIBLE AND SMALL AREAS BY HAND. PLACE EACH COURSE TO REQUIRED GRADE, CROSS-SECTION, AND COMPACTED THICKNESS. CONCRETE CURBS AND SIDEWALKS: DESIGN CONCRETE MIX TO PRODUCE NORMAL-WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, AGGREGATE, AIR-ENTRAINING ADMIXTURE AND WATER TO PRODUCE THE FOLLOWING PROPERTIES: 1. COMPRESSIVE STRENGTH: SPECIFIED UNDER DIVISION THREE. 2. SLUMP RANGE: 4" 3. AIR CONTENT: 5% TO 8%. PROTECT AND CURE FINISHED CONCRETE PAVING, IN ACCORDANCE WITH ACI STANDARDS. USE MEMBRANE FORMING CURING AND SEALING COMPOUND OR APPROVED MOIST-CURING METHODS. PROVIDE A LIGHT BROOM FINISH FOR ALL EXTERIOR CONCRETE SURFACES. PROVIDE SAW-CUT CONTROL JOINTS EVERY 5'-0". PROVIDE EXPANSION JOINTS EVERY 30'-0" AND AT COLD JOINTS AND INTERSECTIONS WITH DISSIMILAR MATERIALS. STORM PIPING: INSTALL STORM SYSTEM PIPING AND RELATED COMPONENTS IN ACCORDANCE WITH GOVERNING AUTHORITIES HAVING JURISDICTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. PERFORM TESTING OF COMPLETED PIPING IN ACCORDANCE WITH LOCAL AUTHORITIES HAVING JURISDICTION.

AutoCAD SHX TextDIVISION THREE - CONCRETE GENERAL: FOOTINGS MUST REST ON UNDISTURBED AND FIRM BOTTOMS. MINIMUM DIMENSION BETWEEN GRADE AND BOTTOM OF FOOTINGS SHALL BE AS INDICATED ON THE DRAWINGS. TRIM BOTTOM TO REQUIRED LINES AND GRADES TO PROVIDE SOLID BASE TO RECEIVE CONCRETE. FOOTING TRENCHES SHALL RECEIVE 3 PASSES WITH A VIBRATING COMPACTOR AND SHALL BE FREE OF WATER AND DEBRIS PRIOR TO POURING. FOUNDATION BACKFILL SHALL BE CLEAN COMPACTED SAND, FREE OF ALL DEBRIS, TOPSOIL AND VEGETATION. FILL SHALL BE PLACED AS SOON AS WALLS ARE UP TO FLOOR LEVEL. GRANULAR FILL UNDER CONCRETE FLOOR SLABS SHALL BE APPROVED GRAVEL RANGING BETWEEN 1/4" AND 1/2" IN SIZE, COMPACTED. CONCRETE SLAB FLOORS SHALL BE POURED OVER A MIN. 4" COMPACTED AGGREGATE BASE AND A 6 MIL VAPOR RETARDER. REINFORCING: REINFORCING STEEL SHALL BE DEFORMED BARS CUT TO LENGTH AND BENT TO MEET THE DRAWING REQUIREMENTS. METAL FABRIC SHALL BE COLD DRAWN STEEL WIRE, RECTANGULAR OR SQUARE MESH IN SIZES INDICATED. LAP MESH ONE SQUARE AND WIRE SECURELY. REINFORCING BARS SHALL CONFORM TO ASTM A 615, GRADE 60. WELDED WIRE SHALL CONFORM TO ASTM A 185. CONCRETE, REINFORCEMENT AND PLACEMENT METHODS SHALL BE IN ACCORDANCE WITH ACI STANDARDS. ALL FORMS AND TRENCHES SHALL BE FREE FROM LOOSE MATERIALS, WATER OR ICE BEFORE POURING. PROTECT ALL CONCRETE FOR A MINIMUM OF FIVE DAYS OR UNTIL PROPERLY CURED WITH A LAYER OF VAPOR PROOF MATERIAL SECURELY AND TIGHTLY HELD IN PLACE. CONCRETE MIX: DESIGN CONCRETE MIX TO PRODUCE NORMAL WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, AGGREGATE, AIR-ENTRAINING ADMIXTURE AND WATER TO PRODUCE THE FOLLOWING PROPERTIES. ADMIXTURES WILL BE ALLOWED ACCORDING TO WEATHER CONDITIONS/TEMPERATURES. 1. COMPRESSIVE STRENGTH AT 28 DAYS: A. BELOW GRADE (FOOTINGS, GRADE BELOW GRADE (FOOTINGS, GRADE BEAMS) =3,500 PSI B. SLABS NOT SUBJECT TO DE-ICER SLABS NOT SUBJECT TO DE-ICER (INTERIOR SLABS)= 3,500 PSI C. SLABS SUBJECT TO DE-ICER (AT SLABS SUBJECT TO DE-ICER (AT DUMPSTER, CURBS, WALKS) = 3,500 PSI 2. SLUMP RANGE: 4" 3. AIR CONTENT: 5% PROTECT AND CURE FINISHED CONCRETE IN ACCORDANCE WITH ACI STANDARDS. USE MEMBRANE FORMING, CURING AND SEALING COMPOUND OR APPROVED MOIST-CURING METHODS. PROVIDE APPROPRIATE SLAB FINISH FOR THE SPECIFIC APPLICATION. PROVIDE SCRATCH, FLOAT, TROWEL AND LIGHT BROOM FINISHES AS INDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THE FINISH FLOORING MANUFACTURER. SAW-CUT CONTROL JOINTS IN SLABS SHALL BE IN ACCORDANCE WITH ACI STANDARDS. USE SOFT CUT METHOD FOR INTERIOR SLABS. EXTERIOR SLABS SHALL RECEIVE TOOLED JOINTS. CONCRETE TESTING: THE CONTRACTOR SHALL EMPLOY A TESTING LABORATORY ACCEPTABLE TO THE OWNER TO PERFORM MATERIAL EVALUATION TESTS AND TO DESIGN CONCRETE MIXES. SAMPLING AND TESTING SHALL BE DONE IN ACCORDANCE WITH ACI STANDARDS AND APPLICABLE ASTM PROCEDURES.

AutoCAD SHX TextDIVISION FIVE - METALS GENERAL: METAL SURFACES, GENERAL: FOR METAL FABRICATIONS EXPOSED TO VIEW UPON COMPLETION OF THE WORK, PROVIDE MATERIALS SELECTED FOR THEIR FLATNESS, SMOOTHNESS, AND FREEDOM FROM SURFACE BLEMISHES. DO NOT USE MATERIALS WHOSE EXPOSED SURFACES EXHIBIT PITTING, SEAM MARKS, ROLLED TRADE NAMES, ROUGHNESS, AND, FOR STEEL SHEET, VARIATIONS IN FLATNESS EXCEEDING THOSE PERMITTED BY REFERENCE STANDARDS FOR STRETCHER-LEVELED SHEET. STEEL PIPE: ASTM A 53; FINISH, TYPE, AND WEIGHT CLASS AS FOLLOWS: 1. FINISH, COLOR BY OWNER. 2. GALVANIZED FINISH FOR EXTERIOR INSTALLATIONS AND WHERE INDICATED. CONCRETE INSERTS: THREADED OR WEDGE TYPE, GALVANIZED FERROUS CASTINGS, EITHER MALLEABLE IRON, ASTM A 47, OR CAST STEEL, ASTM A 27. PROVIDE BOLTS, WASHERS, AND SHIMS AS REQUIRED, HOT-DIP GALVANIZED PER ASTM A 153. WELDING RODS AND BARE ELECTRODES: SELECT IN ACCORDANCE WITH AWS SPECIFICATIONS FOR THE METAL ALLOY TO BE WELDED. SHOP PRIMER FOR FERROUS METAL: MANUFACTURER'S OR FABRICATOR'S STANDARD, FAST-CURING, LEAD-FREE, UNIVERSAL MODIFIED ALKYD PRIMER SELECTED FOR GOOD RESISTANCE TO NORMAL ATMOSPHERIC CORROSION, FOR COMPATIBILITY WITH FINISH PAINT SYSTEMS INDICATED, AND FOR CAPABILITY TO PROVIDE A SOUND FOUNDATION FOR FIELD-APPLIED TOPCOATS DESPITE PROLONGED EXPOSURE COMPLYING WITH PERFORMANCE REQUIREMENTS OF FS TT-P-645. PRIMED SURFACES SHALL BE FREE OF RUNS, FLAKING OR DEFECTS. GALVANIZING REPAIR PAINT: HIGH ZINC DUST CONTENT PAINT FOR REGALVANIZING WELDS IN GALVANIZED STEEL, WITH DRY FILM CONTAINING NOT LESS THAN 94 PERCENT ZINC DUST BY WEIGHT, AND COMPLYING WITH DOD-P-21035 OR SSPC-PAINT-20.

AutoCAD SHX TextDIVISION SIX - CARPENTRY FRAMING: ROUGH CARPENTRY MATERIALS SHALL BE DOUGLAS FIR, SPRUCE OR YELLOW PINE EQUAL TO OR EXCEEDING THE FOLLOWING GRADES AND GRADE MARKED ACCORDINGLY. JOISTS, STUDS, AND FRAMING SHALL BE #2 GRADE OR BETTER UNLESS OTHERWISE INDICATED ON DRAWINGS. ALL LUMBER IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PRESSURE TREATED. PROVIDE FASTENERS FOR CARPENTRY WORK SUITABLE FOR THE APPLICATION AND THE CONDITION. WOOD MOISTURE CONTENT: COMPLY WITH REQUIREMENTS OF REFERENCED QUALITY STANDARD FOR MOISTURE CONTENT OF LUMBER AT TIME OF FABRICATION AND FOR RELATIVE HUMIDITY CONDITIONS IN THE INSTALLATION AREAS. FABRICATE WOODWORK TO DIMENSIONS, PROFILES, AND DETAILS INDICATED WITH OPENINGS AND MORTISES PRECUT, WHERE POSSIBLE, TO RECEIVE HARDWARE AND OTHER ITEMS AND WORK. LOAD BEARING INTERIOR WOOD STUD WALLS SHALL BE NOMINAL 2x6 STUDS AT 16" ON CENTER, UNLESS OTHERWISE INDICATED. PROVIDE BLOCKING AND BRACING AS REQUIRED. NON-LOAD BEARING INTERIOR WOOD STUD WALLS SHALL BE NOMINAL 2X4 STUDS AT 16" ON CENTER, UNLESS OTHERWISE INDICATED. PROVIDE BLOCKING AND BRACING AS REQUIRED. SILL PLATES AND OTHER WOOD FRAMING IN CONTACT WITH CONCRETE OR MASONRY CONSTRUCTION SHALL BE PRESSURE TREATED. PRE-ENGINEERED WOOD TRUSS DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TRUSS DESIGN SHALL BEAR THE SEAL OF A STATE LICENSED STRUCTURAL ENGINEER. TRUSS DESIGN SHALL BE BASED ON THE SPECIFIC CONSTRUCTION CONDITIONS OF THE PROJECT AND SHALL BE IN ACCORDANCE WITH APPLICABLE BUILDING CODES FOR THE JURISDICTION.

AutoCAD SHX TextDIVISION SEVEN - THERMAL AND MOISTURE PROTECTION INSULATION: EXTERIOR STUD WALL INSULATION SHALL BE R-19 UNFACED FIBERGLASS BATTS OR 1" STS STYROFOAM SHEATHING WITH 2" OF CLOSED CELL SPRAY FOAM BETWEEN STUDS. FOUNDATION AND SLAB PERIMETER INSULATION SHALL BE RIGID EXTRUDED POLYSTYRENE BOARD, R-10.8. CEILING INSULATION SHALL BE R-38 BLOWN FIBERGLASS OR FIRE TREATED CELLULOSE. ROOFING: ROOFING SHINGLES SHALL BE AS INDICATED ON DRAWINGS. PROVIDE AN SRI INDEX OF .25 OR GREATER. ROOFING INSTALLER SHALL BE A FIRM WITH NOT LESS THAN 5 YEARS OF SUCCESSFUL EXPERIENCE IN INSTALLATION OF ROOFING SYSTEMS SIMILAR TO THOSE REQUIRED FOR THIS PROJECT AND WHICH IS ACCEPTABLE TO OR LICENSED BY MANUFACTURER OF PRIMARY ROOFING MATERIALS. PROCEED WITH ROOFING WORK WHEN EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT WORK TO BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND WARRANTY REQUIREMENTS. PROVIDE WRITTEN WARRANTY, SIGNED BY MANUFACTURER OF PRIMARY ROOFING MATERIALS AND HIS AUTHORIZED INSTALLER, AGREEING TO REPLACE/REPAIR DEFECTIVE MATERIALS AND WORKMANSHIP AS REQUIRED TO MAINTAIN ROOFING SYSTEM IN WATERTIGHT CONDITION. 1. PROVIDE MANUFACTURER'S STANDARD WARRANTY FOR A PERIOD OF 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. METAL TRIM AND FLASHING ACCESSORIES: TYPES RECOMMENDED BY THE ROOFING MANUFACTURER, PROVIDED AT LOCATIONS INDICATED AND AT LOCATIONS RECOMMENDED BY THE MANUFACTURER. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR PREPARATION OF SUBSTRATE FOR SYSTEM INSTALLATION AND RELATED MATERIALS AND COMPONENTS. COORDINATE CONSTRUCTION WITH INSTALLER SO THAT NO MORE INSULATION AND PLYWOOD ROOF SHEATHING IS INSTALLED EACH DAY THAN CAN BE COVERED WITH UNDERLAYMENT AND PROTECTED FROM WEATHER BEFORE END OF DAY AND BEFORE START OF INCLEMENT WEATHER. JOINT SEALERS: PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. PROVIDE COLOR OF EXPOSED JOINT SEALERS INDICATED OR, IF NOT OTHERWISE INDICATED, AS SELECTED BY OWNER FROM MANUFACTURER'S STANDARD COLORS. INSTALL SEALANTS BY PROVEN TECHNIQUES THAT RESULT IN SEALANTS DIRECTLY CONTACTING AND FULLY WETTING JOINT SUBSTRATES, COMPLETELY FILLING RECESSES PROVIDED FOR EACH JOINT CONFIGURATION, AND PROVIDING UNIFORM, CROSS-SECTIONAL SHAPES AND DEPTHS RELATIVE TO JOINT WIDTHS WHICH ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. FASCIA, GUTTERS AND DOWNSPOUTS SHALL BE ALUMINUM. GUTTERS SHALL BE AS INDICATED ON DRAWINGS WITH RECTANGULAR DOWNSPOUTS.

AutoCAD SHX TextDIVISION EIGHT - DOORS AND WINDOWS STEEL DOORS AND FRAMES: HOLLOW METAL DOORS, SHALL BE 1[" THICK 16 GAUGE GALVANIZED STEEL FOR EXTERIOR DOORS. EXTERIOR DOORS SHALL BE INSULATED WITH MANUFACTURER'S STANDARD MATERIALS. HOLLOW METAL FRAMES SHALL BE 18 GAUGE ROLL FORMED CARBON STEEL FOR INTERIOR AND EXTERIOR FRAMES. EXTERIOR FRAMES SHALL BE GALVANIZED. METAL DOORS AND FRAMES SHALL RECEIVE A FACTORY APPLIED RUST-INHIBITIVE PRIMER, SUITABLE AS BASE FOR FINISH COATINGS. FIRE RATED FRAMES, WHERE SO INDICATED IN THE DRAWINGS, SHALL BEAR UL LABEL EQUAL TO DOOR RATING. CONSTRUCT ALL RATED FRAMES IN ACCORDANCE WITH NFPA PAMPHLET NO. 80. PROVIDE APPROPRIATE GLAZING IN ACCORDANCE WITH APPLICABLE CODES AND AS INDICATED ON THE DRAWINGS. FINISH HARDWARE: MOUNT HARDWARE UNITS AT HEIGHTS INDICATED IN "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE FOR STANDARD STEEL DOORS AND FRAMES" BY THE DOOR AND HARDWARE INSTITUTE EXCEPT AS SPECIFICALLY INDICATED OR REQUIRED TO COMPLY WITH GOVERNING REGULATIONS. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER WAY, COORDINATE REMOVAL, STORAGE AND REINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS WITH FINISHING WORK. DO NOT INSTALL SURFACE-MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE, UNLESS REQUIRED TO SECURE BUILDING. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS OF ONE OF THE FOLLOWING MANUFACTURERS: 1. CYLINDERS: BEST, CORBIN, SARGENT, SCHLAGE, YALE. 2. BUTTS AND HINGES: HAGER, LAWRENCE, MCKINNEY, STANLEY. 3. LOCKSETS: BEST, CORBIN, RUSSWIN, SARGENT, SCHLAGE, YALE. 4. KICKPLATES/CRASHPLATES: BALDWIN, BROOKLINE, CIPCO, HIAWATHA, TRIMCO. 5. OVERHEAD CLOSERS: CORBIN, LCN, NORTON, RUSSWIN, SARGENT, YALE. 6. DOOR CONTROL DEVICES: BROOKLINE, GLYNN-JOHNSON, IVES, TRIMCO, QUALITY. 7. DOOR STRIPPING AND SEALS: NATIONAL GUARD, PEMKO, REESE, ZERO. 8. THRESHOLDS: NATIONAL GUARD, PREMKO, REESE, SEALEZE, ZERO. HARDWARE SHALL BE IN ACCORDANCE WITH STATE AND NATIONAL BUILDING CODES AND ACCESSIBILITY REQUIREMENTS. DOOR HARDWARE SHALL BE AS INDICATED ON THE DRAWINGS AND THE HARDWARE SCHEDULE. ALL EXTERIOR DOORS SHALL RECEIVE THRESHOLDS, WEATHERSTRIPPING AND BUTTS (PIVOTS) WITH NON-REMOVABLE PINS. INTERIOR DOORS SHALL RECEIVE 1\ PAIR OF BUTTS AND LOCKSETS COMPATIBLE FOR THE TYPE OF OPENING. HANDLE DESIGN SHALL BE LEVER TYPE. ALL DOORS SHALL RECEIVE A COMPATIBLE WALL STOP FOR THE SPECIFIC OPENING CONDITION. ALUMINUM ENTRANCES: ALUMINUM ENTRANCES SHALL BE KAWNEER, OR EQUAL, MEDIUM STILE, THERMALLY BROKEN, INSULATED TEMPERED GLAZING SYSTEM. ALUMINUM FINISH SHALL BE MANUFACTURER'S FACTORY APPLIED. PROVIDE GASKETS, SEALS, HARDWARE AND NECESSARY ACCESSORIES TO PROVIDE A COMPLETE SYSTEM INSTALLATION. SYSTEM SHALL MEET APPLICABLE AIR AND WATER INFILTRATION REQUIREMENTS. ALLUMINUM COLOR: AS SELECTED FROM MANUFACTURER'S STANDARD POWDER COATED FINISHES. EXTERIOR GLAZING SHALL HAVE GRAY TINT, INTERIOR GLAZING SHALL BE CLEAR, UNLESS OTHERWISE INDICATED.

AutoCAD SHX TextDIVISION ONE - (CONTINUED) CLEANING AND PROTECTION: THOROUGHLY CLEAN AREAS AND SPACES WHERE WORK IS PERFORMED OR USED AS ACCESS TO WORK. REMOVE COMPLETELY EXCESS PAINT, MORTAR, OILS, PUTTY AND ITEMS OF SIMILAR NATURE. THOROUGHLY CLEAN PIPING, CONDUIT AND SIMILAR FEATURES BEFORE PAINTING OR OTHER FINISHING IS APPLIED. RESTORE DAMAGED PIPE COVERING TO ITS ORIGINAL CONDITION. TEMPORARY SERVICES: OPERATE TEMPORARY SERVICES AND FACILITIES IN A SAFE AND EFFICIENT MANNER. DO NOT OVERLOAD TEMPORARY SERVICES OR FACILITIES, AND DO NOT PERMIT THEM TO INTERFERE WITH THE PROGRESS OF THE WORK. DO NOT ALLOW UNSANITARY CONDITIONS, PUBLIC NUISANCES OR HAZARDOUS CONDITIONS TO DEVELOP OR PERSIST ON THE SITE.

AutoCAD SHX TextDIVISION TWO - SITE WORK GENERAL: SITE WORK INCLUDES CLEARING, CONTOURING, GRADING AND SEEDING OF THE NEW BUILDING SITE AND ANY OTHER SITE AREAS DISTURBED DURING CONSTRUCTION. LOCATE EXISTING UTILITIES PRIOR TO EXCAVATING AND PROTECT FROM DAMAGE. REPAIR DAMAGE TO EXISTING UTILITIES INTENDED TO BE REUSED. DISCONNECT, CAP AND SEAL UTILITIES NOT TO BE REUSED. PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS INDICATED TO REMAIN IN PLACE. PROTECT EXISTING VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING AND BRUISING OF BARK, SMOTHERING BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES. PROVIDE TEMPORARY GUARDS TO PROTECT VEGETATION TO BE LEFT STANDING. SITE CLEARING: REMOVE TREES, SHRUBS, GRASS AND OTHER VEGETATION, IMPROVEMENTS, OR OBSTRUCTIONS INTERFERING WITH INSTALLATION OF NEW CONSTRUCTION. REMOVAL INCLUDES DIGGING OUT STUMPS AND ROOTS. STRIP TOPSOIL TO DEPTHS REQUIRED TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER OBJECTIONABLE MATERIAL. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM THE PROPERTY AND DISPOSE OF OFF SITE IN A LEGAL MANNER. PERFORM EXCAVATION WORK IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING JURISDICTION. EXCAVATION AND BACKFILLING: BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND POST WITH WARNING SIGNS/LIGHTS. CONTROL SOIL COMPACTION DURING CONSTRUCTION PROVIDING MINIMUM PERCENTAGE OF DENSITY SPECIFIED FOR EACH AREA CLASSIFICATION AS RECOMMENDED BY SOILS ENGINEER AND APPROVED BY ARCHITECT. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. GRADING: UNIFORMLY GRADE AREAS, INCLUDING ADJACENT TRANSITION AREAS. SMOOTH FINISH SURFACE WITHIN SPECIFIED TOLERANCES, COMPACT WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE INDICATED, OR BETWEEN SUCH POINTS AND EXISTING GRADES. SEEDING AND LANDSCAPING: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSIS OF AMERICA. PROVIDE SEED MIXTURE COMPOSED OF GRASS SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND PERCENTAGE OF WEED SEED, AS RECOMMENDED BY STATE AGRICULTURAL EXTENTION SERVICES. IRRAGATE AS NEEDED TO ESTABLISH AND MAINTAIN GROWTH THROUGH PERIOD UNTIL PROJECT SUBSTANTIAL COMPLETION IS DETERMINED. ALL DISTURBED AREAS OF THE SITE SHALL RECEIVE GRASS SEEDING AND STRAW COVER. .

AutoCAD SHX TextDIVISION SIX - (CONTINUED) FINISH CARPENTRY: INTERIOR CABINETRY SHALL BE ARISTOKRAFT, OR EQUAL, WOOD CABINETRY. CABINETRY STYLES, SIZES AND FINISHES SHALL BE BY THE OWNER. TOPS SHALL BE 1 1/2-2" IN THICKNESS, CURVED EDGE PARTICLE BOARD CORE WITH PLASTIC LAMINATE. LAMINATE COLOR AND PATTERN BY OWNER. INTERIOR WOOD TRIM SHALL BE IN SIZES INDICATED, PINE, STAINED, OR PAINTED IN COLOR BY OWNER. EXTERIOR: PROVIDE PRESSURE TREATED WOOD FOR ANY EXPOSED EXTERIOR WOOD.

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AutoCAD SHX TextDIVISION NINE - FINISHES GYPSUM BOARD: GYPSUM BOARD SHALL BE FIRE RESISTANT, "TYPE X", TAPERED EDGE. ALL GYPSUM BOARD SHALL BE 5/8" THICKNESS UNLESS OTHERWISE INDICATED ON DETAILS AND DRAWINGS. INSTALL RATED GYPSUM BOARD IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SUPPORT ENDS AND EDGES OF WALL BOARD PANELS ON FRAMING OR FURRING MEMBERS. STAGGER END JOINTS WHEN THEY OCCUR. BUTT WALL BOARDS. USE WALL BOARD OF MAXIMUM PRACTICAL LENGTHS TO MINIMIZE END JOINTS. PROVIDE J-MOULDING WHERE GYPSUM BOARD MEETS DISSIMILAR MATERIALS TO FORM A UNIFORM JOINT TO RECEIVE SEALANT. FLOORING: RESILIENT SHEET FLOORING SHALL BE PARTERRE REMEDY COLLECTION, 6'-0" WIDE WITH WELDED SEAMS. PILE CARPET SHALL BE MASLAND RAWANNA. CARPET TILE SHALL BE MASLAND FIT OR MASLAND SPEAK. RUBBER BASE SHALL BE 4" HIGH RUBBER COVE. WOOD BASE SHALL BE NOMINAL 4" HIGH "COLONIAL STYLE" - PAINT WITH SEMI-GLOSS FINISH. . PAINTING AND STAIN: PROVIDE BEST QUALITY GRADE OF VARIOUS TYPES OF COATINGS AS REGULARLY MANUFACTURED BY ACCEPTABLE PAINT MATERIALS MANUFACTURERS. MATERIALS NOT DISPLAYING MANUFACTURER'S IDENTIFICATION AS A STANDARD, BEST-GRADE PRODUCT WILL NOT BE ACCEPTABLE. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. APPLY PAINT TO INSTALLED FERROUS AND NON-FERROUS METALS INDICATED TO BE FIELD PAINTED, SUCH AS DOORS, FRAMES, RAILINGS, STAIRS, LADDERS, ETC. INSURE COMPLETE COVERAGE AND UNIFORM FINISH. TOUCH-UP AS REQUIRED. PAINT SHALL BE AS FOLLOWS: EXTERIOR PAINT SCHEDULE: GENERAL: PROVIDE THE FOLLOWING PAINT SYSTEMS OF ONE OF THE FOLLOWING MANUFACTURERS: PORTER, MAB, SHERWIN WILLIAMS, GLIDDEN, BENJAMIN MOORE, DEVOE. DEVOE NUMBERS LISTED. 1. FERROUS METAL: a. ACRYLIC SEMI-GLOSS FINISH: 1. PRIMER: 1 COAT #41702 METACLAD ACRYLIC PRIMER. 2. FINISH: 2 COATS #83XX MIRROLAC-WB ACRYLIC SEMI-GLOSS COATING 2. NON-FERROUS METAL: a. ACRYLIC SEMI-GLOSS FINISH: 1. PRIMER: 1 COAT#41702 METACLAD ACYLIC PRIMER. 2. FINISH: 2 COAT #83XX MIRROLAC-WB ACRYLIC SEMI-GLOSS COATING.

AutoCAD SHX TextDIVISION NINE - (CONTINUED) 3. CONCRETE MASONRY UNIT: a. ACRYLIC LATEX SATIN FINISH: 1. PRIMER: 1 COAT #52901 BLOXFIL ACRYLIC LATEX BLOCK FILLER. 2. FINISH: 2 COATS #16XX WONDER-SHIELD ACRYLIC LATEX SATIN HOUSE PAINT 4. WOOD: a. ACRYLIC SEMI-GLOSS FINISH: 1. PRIMER: 1 COAT #1502 WONDER-SHIELD ACRYLIC LATEX HOUSE PAINT. 2. FINISH: 2 COATS #83XX MIRROLAC-WB ACRYLIC SEMI-GLOSS COATING. 5. GYPSUM WALL BOARD: a. ACRYLIC LATEX SATIN ENAMEL FINISH: 1. PRIMER: 1 COAT #50801 WONDER TONES LATEX PRIMER-SEALER. 2. FINISH: 2 COATS #35XX WONDER TONE ACRYLIC LATEX SATIN ENAMEL. CASEWORK SHALL BE STAINED RED OAK STAINED, OR PRIMED AND PAINTED YELLOW POPLAR AS INDICATED ON DRAWINGS. PLASTIC LAMINATE COUNTERTOPS SHALL BE WILSONART. COLOR BY OWNER. LAVATORY TOPS SHALL BE SWAN SWANSTONE SOLID SURFACE WITH INTEGRAL BOWLS. COLOR BY OWNER.

AutoCAD SHX TextDIVISION TEN - SPECIALTIES TOILET ACCESSORIES: GRAB BARS SHALL BE STAINLESS STEEL, VANDAL RESISTANT TYPE, AS INDICATED ON DRAWINGS. GRAB BARS SHALL BE 1-1/4" ROUND, WITH CONCEALED MOUNTING FLANGES. TOILET PAPER DISPENSERS SHALL BE PLASTIC, SINGLE ROLL TYPE, PROVIDE (1) PER TOILET. WALL MIRRORS ABOVE SOLID SURFACE VANITIES SHALL BE AS DETAILED ON DRAWINGS. MIRRORS AT WALL HUNG LAVATORIES SHALL BE 16" WIDE X 30" HIGH, MOUNTED ABOVE AND CENTERED ON EACH LAVATORY.

AutoCAD SHX TextDIVISION FIFTEEN - MECHANICAL PLUMBING: THE FABRICATION AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING APPLICABLE TECHNICAL SOCIETY, ORGANIZATION OR BODY: ALL SOIL, WASTE AND VENT PIPE ABOVE GRADE SHALL BE SCHEDULE 40 PVC-DWV OR ABS-DWV PLASTIC PIPING IN ACCORDANCE WITH ASTM STANDARDS D-2665-68 OR D-2661-67. ALL PIPE SHALL BEAR THE NSF SEAL OF APPROVAL. FITTINGS SHALL BE MOLDED, FULLY RECESSED, SOCKET TYPE DESIGNED FOR SOLVENT WELDED JOINTS. MINIMUM VENTING SHALL BE AS SHOWN ON PLANS, AND ALL VENTING, INCLUDING TERMINATIONS SHALL COMPLY WITH THE LOCAL AND STATE PLUMBING CODES. SANITARY WASTE PIPING BELOW GRADE IN THE BUILDING SHALL BE PLASTIC PVC, 'DWV', ASTM D-2665-68. SANITARY WASTE PIPING BEGINNING FIVE FEET FROM BUILDING SHALL BE SCHEDULE 40, PVC PLASTIC. ANY CHANGE IN LINE OR GRADE SHALL BE MADE WITH A PROPER CURVED FITTING. HORIZONTAL SANITARY LINES SHALL BE GIVEN A SLOPE OF 1/4" PER FOOT FOR LINES 3" AND SMALLER AND 1/8" PER FOOT FOR LINES 4" AND LARGER AND SHALL BE RUN SO AS TO PREVENT NON-DRAINING POCKETS. DOMESTIC WATER PIPING SHALL BE HARD-DRAWN COPPER TUBE, WITH SOLDERED, WROUGHT OR FORGED COPPER FITTINGS. PEX TUBING MAY BE SUBSTITUTED FOR ABOVE GRADE INSTALLATIONS. BELOW GRADE AND BELOW SLAB PIPING SHALL BE TYPE 'K'. ALL OTHER COPPER PIPING SHALL BE TYPE 'L'. ALL CONNECTIONS SHALL ALLOW FOR EXPANSION AND SHALL BE WITH EPCO INSULATING UNIONS. ALL SUPPLY RISER AND FIXTURE SUPPLY, INCLUDING HOT AND COLD WATER, SHALL HAVE SEPARATE AIR CHAMBER NOT LESS THAN 12" LONG AND THE SAME SIZE AS SUPPLY TO FIXTURE, BUT SHALL BE NOT LESS THAN 1/2". ALL CHAMBERS FOR FLUSH VALVES SHALL BE 24" LONG AND NOT LESS THAN 1" IN SIZE. IN ADDITION, THE ENTIRE SYSTEM SHALL HAVE A PRESSURE TANK INSTALLED.

AutoCAD SHX TextDIVISION 16 - ELECTRICAL GENERAL: THE FABRICATION AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING APPLICABLE TECHNICAL SOCIETY, ORGANIZATION OR BODY: NFPA: NATIONAL FIRE PROTECTION ASSOCIATION NEC: NATIONAL ELECTRICAL CODE NEMA: NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL: UNDERWRITERS' LABORATORIES, INC. REFERENCE TO STANDARDS SHALL MEAN AND INTEND THE LATEST EDITION OF SUCH SPECIFICATIONS ADOPTED AND PUBLISHED AT THE TIME OF PROJECT CONSTRUCTION. ALL CONDUIT AND CABLE RUNS MUST BE CONTINUOUS BETWEEN OUTLETS AND IN ACORDANCE WITH STATE AND LOCAL APPLICABLE CODES. CONDUIT AND BOXES: ALL CONDUIT SHALL BE INSTALLED AND SIZED ACCORDING TO THE NATIONAL ELECTRICAL CODE. EXPOSED CONDUITS SHALL BE RUN PARALLEL TO AND PLUMB WITH ADJACENT SURFACES. RIGIDLY SUPPORT ALL CONDUIT TO THE BUILDING STRUCTURE WITH APPROVED CLAMPS. ALL CONDUIT SHALL BEAR UNDERWRITERS' LABEL. ALL BOXES SHALL BE STAMPED, GALVANIZED STEEL OR PLASTIC. ALL BOXES SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND/OR UNDERWRITERS' LABORATORIES. SUPPORT ALL BOXES FROM BUILDING STRUCTURE. CABLE AND WIRE: ALL WIRE SHALL BE INSTALLED IN COMPLIANCE WITH THE LATEST SPECIFICATIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION. ALL CABLE SHALL BE TYPE 'NM' WITH A GROUND CONDUCTOR AND SHALL BE NOT LESS THAN NO. 12 AWG, UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL WIRES USED IN THIS BUILDING IN CONDUIT SHALL BE TYPE TWO UNLESS OTHERWISE SPECIFIED OR SHOWN ON PLANS, OR REQUIRED BY THE CODE. NO WIRE SMALLER THAN NO. 12 AWG SHALL BE USED. EACH COIL SHALL BEAR THE UL LABEL, GIVING NAME OF MANUFACTURER, GAUGE, TYPE, AND TRADE NAME. ALL WIRE SHALL NOT HAVE LESS THAN 98 PERCENT CONDUCTIVITY WITH 600 VOLT INSULATION. ALL INTERNAL FIXTURE WIRE SHALL BE NOT LESS THAN NO. 14 TYPE AF, 300 VOLT. FURNISH AND INSTALL A COMPLETELY GROUNDED ELECTRIC SYSTEM AS HEREINAFTER SPECIFIED. ALL CONDUIT SYSTEMS SUPPORTS, CABINETS, EQUIPMENT BASES, MOTOR FRAMES, AND SYSTEM NEUTRAL CONDUCTORS SHALL BE PERMANENTLY AND EFFECTIVELY GROUNDED. CONTINUITY OF EQUIPMENT GROUND SHALL BE MAINTAINED THROUGHOUT THE SYSTEM. ALL CIRCUIT BREAKER PANELBOARDS SHALL BE AS DESIGNATED IN THE DRAWING SCHEDULES AND SHALL HAVE THE SIZE AND TYPE OF CIRCUIT BREAKERS SCHEDULED. BREAKER CONTACTS SHALL BE NON-WELDING AND NON-CORRODIBLE. THE MECHANISM SHALL BE ENCLOSED IN A MOLDED BAKELITE CASE AND SHALL BE SEALED TO PREVENT TAMPERING OF UNAUTHORIZED CHANGES IN CALIBRATION. BRANCH CIRCUIT BREAKERS SHALL BE OPERABLE IN ANY POSITION AND REMOVABLE FROM THE FRONT OF THE PANELBOARD WITHOUT DISTURBING ADJACENT UNITS. THE PANELBOARD SHALL BE SUCH DESIGN THAT A COMBINATION OF ONE AND TWO POLE CIRCUIT BREAKERS CAN BE READILY ASSEMBLED IN THE SAME PANEL. BOXES SHALL BE CONSTRUCTED OF THE APPROPRIATE GAUGE GALVANIZED STEEL. PANELBOARD CIRCUITS SHALL BE SIZED FOR NOT MORE THAN 80% OF AMP CAPACITY. PROVIDE PANELBOARD WITH SPARE CIRCUIT BREAKERS AND/OR SPACES FOR FUTURE USE. ELECTRICAL DEVICES SHALL BE 20 AMP RATED. WEATHERPROOF RECEPTACLES SHALL HAVE STAINLESS STEEL PLATES. LIGHT FIXTURES AND TRIM SHALL BE AS SCHEDULED ON THE DRAWINGS. LAMPS FOR ALL FIXTURES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. FIXTURES SHALL BE SECURELY FASTENED TO STEEL OUTLET BOXES. FURNISH ALL FIXTURES WITH BULBS AND TUBES IN SIZE SPECIFIED. ALL FIXTURES SHALL BE UNDERWRITERS' APPROVED. PROVIDE COMPLETE EXTERIOR LIGHTING AS INDICATED ON THE DRAWINGS. EXTERIOR LIGHTS ON W/ PHOTOCELL & OFF WITH TIMER. SUPPORTS FOR LIGHTING FIXTURES SHALL BE INDEPENDENT OF THE CEILING SYSTEM AND OUTLET BOX. THE OUTLET BOX SHALL NOT SUPPORT THE FIXTURE. OUTLET BOXES AND HOUSINGS FOR CEILING FIXTURES SHALL BE SECURELY FASTENED TO BUILDING STRUCTURAL MEMBERS WITH STEEL SUPPORT, ALIGNMENT EXTENSION BARS AND CHANNELS AS REQLUIRED. THE ELECTRICAL CONTRACTOR SHALL TEST CIRCUITS AFTER WIRING IS COMPLETED AND BEFORE FINAL ACCEPTANCE OF THE WORK TO DEMONSTRATE THAT ALL CIRCUITS ARE FREE FROM GROUNDS AND LEAKAGE AND THAT THE GROUNDING SYSTEM IS CONTINUOUS AND EFFECTIVE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE. THE ELECTRICAL CONTRACTOR SHALL INSTALL TELEPHONE AND CABLE OUTLET BOXES AND WIRING AS INDICATED ON THE DRAWINGS WITH MIN 3/4" CONDUIT. COORDINATE TELEPHONE AND CABLE SERVICE WITH THE LOCAL PROVIDER. END OF SPECIFICATIONS.

AutoCAD SHX TextDIVISION EIGHT - (CONTINUED) EXTERIOR WINDOWS: WINDOW UNITS SHALL BE KEUSCH, INC. OR EQUAL, VINYL FRAME WINDOW UNITS, STYLE AS INDICATED ON DRAWINGS, COMPLYING WITH APPLICABLE STATE ENERGY CODES. UNITS SHALL HAVE LOW-E 366 INSULATED GLAZING SYSTEM, SCREENS LOCKS, LATCHES AND OPERATING HARDWARE. WINDOW FRAMES SHALL BE VINYL EXTRUSIONS, FUSION WELDED CORNERS, SEALED AND GASKETTED TO PREVENT AIR AND WATER INFILTRATION. VINYL SHALL BE MANUFACTURER'S STANDARD FINISH, WINDOWS SHALL MEET BUILDING CODE REQUIREMENTS FOR EGRESS WINDOWS. PROVIDE WINDOW WARRANTY. WARRANTY PERIOD SHALL BE TEN YEARS FROM DATE OF SUBSTANTIAL COMPLETION. GLASS AND GLAZING: PROVIDE FULLY TEMPERED GLAZING WHERE REQUIRED FOR SAFETY GLAZING, BY STATE AND LOCAL CODES AND FOR WIND LOAD DUE TO SIZE. COMPLY WITH COMBINED PRINTED RECOMMENDATION OF GLASS MANUFACTURERS, AND MANUFACTURERS OF SEALANTS, GASKETS, AND OTHER GLAZING MATERIALS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE OF REFERENCED GLAZING STANDARDS.

AutoCAD SHX TextDIVISION FIFTEEN - (CONTINUED) PLUMBING: THE WATER SUPPLY SYSTEM, SEWER SYSTEM AND ALL GAS PIPING SHALL BE TESTED IN ACCORDANCE WITH STATE AND LOCAL CODES AND AUTHORITIES. ALL PIPING SHALL BE NEATLY AND SUBSTANTIALLY SUPPORTED BY CLEVIS HANGERS WITH THREADED STEEL SUSPENSION RODS WITH LOCK NUTS. HANGERS SUPPORTING INSULATED PIPING SHALL HAVE METAL SADDLES TO PREVENT CRUSHING THE INSULATION. PIPING SHALL BE SUPPORTED AS REQUIRED TO PREVENT STRAIN, SAGGING AND VIBRATION. PROVIDE ALL PLUMBING & WASTE PIPING AS REQUIRED FOR KITCHEN APPLIANCES. ALL HOT AND COLD WATER PIPES SHALL HAVE RIGHT ANGLE TURNS FOR FREE EXPANSION AND SHALL HAVE A PITCH OF NOT LESS THAN 24" IN EVERY 10' SO THAT EVERY PORTION OF THE SYSTEM CAN BE DRAINED AT THE LOWEST POINT. ALL HOT AND COLD WATER PIPES SHALL BE LOCATED AS TO PREVENT FREEZING OR ADEQUATELY INSULATED FOR THIS CONDITION. UNLESS INDICATED OTHERWISE, ALL SEWER AND WATER SERVICE SHALL BE COORDINATED WITH THE LOCAL UTILITY COMPANIES BY THE APPROPRIATE CONTRACTOR. THE FABRICATION AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING APPLICABLE TECHNICAL SOCIETY, ORGANIZATION OR BODY: ASHRAE: AMERICAN SOCIETY OF HEATING, AMERICAN SOCIETY OF HEATING, REFRIGERATION & AIR CONDITIONING ENGINEERS AGA: AMERICAN GAS ASSOCIATION AMERICAN GAS ASSOCIATION NFPA: NATIONAL FIRE PROTECTION NATIONAL FIRE PROTECTION ASSOCIATION NEC: NATIONAL ELECTRICAL CODES NATIONAL ELECTRICAL CODES UL: UNDERWRITERS LABORATORIES INC. UNDERWRITERS LABORATORIES INC. SMC: STATE MECHANICAL CODE STATE MECHANICAL CODE REFERENCE TO STANDARDS SHALL MEAN AND INTEND THE LATEST EDITION OF SUCH SPECIFICATIONS ADAPTED AND PUBLISHED AT THE TIME OF PROJECT CONSTRUCTION. DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASHRAE 'RECOMMENDED CONSTRUCTION FOR RECTANGULAR SHEET METAL DUCTS' FOR LOW PRESSURE DUCT. PROVIDE COMPLETE SYSTEMS OF SUPPLY, RETURN, AND EXHAUST SHEET METAL DUCTWORK AS SHOWN ON THE DRAWINGS AND/OR AS HEREINAFTER SPECIFIED. ALL DUCTS SHALL BE OF SIZE AS INDICATED ON THE DRAWINGS. ALL DUCTWORK INSTALLED IN CONNECTION WITH THE SUPPLY SYSTEM AND RETURN AND GENERAL EXHAUST SYSTEM SHALL BE HOT DIP GALVANIZED STEEL SHEETS UNLESS OTHERWISE SPECIFIED. ALL SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE 24 GAUGE AND SHALL BE CONSTRUCTED ACCORDING TO THE LATEST 'SMACNA' STANDARDS. THE CONTRACTOR SHALL USE FULL RADIUS ELBOWS OR DOUBLE-THICKNESS TURNING VANES THROUGHOUT DUCTWORK SYSTEMS INCLUDING ALL SUPPLY AND RETURN DUCT CONNECTIONS AT OR NEAR FURNACE. ALL SUPPLY AND RETURN AIR DUCTWORK IN THE BUILDING SHALL BE INSULATED ON THE EXTERIOR OF THE DUCT WITH 3/4" FIBERGLASS INSULATION AND COVERED WITH VAPOR BARRIER . THE VAPOR BARRIER JACKET SHALL BE TAPED AND TIED IN PLACE WITH NYLON STRING OR EQUAL. AT THE CONNECTION OF AIR DUCTS TO THE AIR HANDLING UNIT, FLEXIBLE DUCT CONNECTIONS SHALL BE MADE TO ISOLATE VIBRATION FROM THE DUCTWORK. FURNISH AND INSTALL THE EXHAUST FANS AS SHOWN ON THE DRAWINGS. FURNISH WITH GRILLE, ROOF JACK, BIRD SCREEN, SELF FLASHING CURB AND DISCONNECT. DUCTWORK CONNECTION TO DIFFUSERS, GRILLES AND REGISTERS SHALL BE AN AIRTIGHT FIBERGLASS INSULATED FLEXIBLE DUCT. ALL GRILLES, REGISTERS AND DIFFUSERS SHALL HAVE AN ENAMEL FINISH. FURNISH U.L. APPROVED FIRE DAMPERS WHERE INDICATED. GAS FORCED AIR FURNACES, CONDENSING UNITS AND COOLING COILS ARE AS SCHEDULED ON THE DRAWINGS. ALL DIFFUSERS AND GRILLES SHALL BE A HINGED OR REMOVABLE TYPE TO ALLOW FOR CLEANING. ALL SUCTION AND LIQUID LINES FROM CONDENSING UNITS TO THE EVAPORATOR COILS SHALL BE SIZED BY THE CONDENSING UNIT MANUFACTURER. ALL OUTDOOR REFRIGERANT LIQUID LINES AND ALL OUTDOOR SUCTION LINES SHALL BE COVERED WITH 3/4" THICK ARMSTRONG ARMAFLEX FOAMED PLASTIC INSULATION. PROVIDE U.L. RATED FIRE DAMPERS WHERE DUCTWORK PENETRATES FIRE RATED WALL OR CEILING ASSEMBLIES

S 88°00'28" E 179.50'(S)

S 88°15'00" E 179.50'(R)

N 0

0°0

0'0

0"

W 2

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S 59°5

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222.9

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N 0

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S 59°3

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MBMB

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E 1

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NEW SLAB ELEV.505.00' = 100.00'

EXISTING SLAB ELEV.505.00' = 100.00'

NEW SLAB ELEV.501.00' = 96.00'

NEW SLAB ELEV.505.00' = 100.00'

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AutoCAD SHX TextREMOVE EXISTING CONSTRUCTION, PAVEMENT, CONCRETE WALKS, CURBS, ETC AS REQUIRED FOR NEW CONSTRUCTION RESEED OR SOD ANY LAWN AREA DISTURBED BY CONSTRUCTION. PAINTED PARKING STRIPES AND SYMBOLS NEW 6" THICK CONCRETE DRIVE - ALIGN WITH NEW FLOOR SLAB AND EXISTING PAVEMENT EXISTING CONCRETE PAD TO REMAIN EXISTING FLAG POLE TO REMAIN 5'-0" WIDE SIDEWALK PIPE BOLLARD RETAINING WALL EXISTING GAS METER / INCOMING SERVICE: CONTACT VECTREN AND COORDINATE MOVING OF GAS METER WITH UTILITY COMPANY - COST OF RELOCATED AND RESIZED SERVICE BY OWNER, TO BE DETERMINED BY UTILITY COMPANY RELOCATED GAS SERVICE - VERIFY WITH UTILITY COMPANY ALIGN EDGE OF NEW CONCRETE SLAB WITH CORNER OF BUILDING - ALIGN NEW CONCRETE SURFACE WITH EXISTING WALK EXISTING 200 AMP ELECTRICAL SERVICE

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AutoCAD SHX TextREMOVE AND LEGALLY DISPOSE OF ALL EXISTING DEVELOPMENT NOT UTILIZED IN THE PROPOSED PLAN - OWNER HAS FIRST RIGHT OF REFUSAL FOR ALL DE-CONSTRUCTION MATERIALS. REMOVE EXISTING SITE AMENITIES AND PLANTINGS AS REQUIRED TO FACILITATE NEW CONSTRUCTION. PROTECT EXISTING SITE AMENITIES SCHEDULED TO REMAIN FROM DAMAGE. OPTIONAL SLAB REINFORCING: IN LIEU OF WIRE REINFORCEMENT, CONCRETE SLABS ARE ALLOWED TO BE REINFORCED WITH 4-POUNDS OF MACRO FIBERS: NYCON XLM. AND ADDITIONALLY 1-POUND OF MULTI-MESH FIBERS: NYCON MM. QUANTITIES ARE FOR EACH CUBIC YARD OF CONCRETE. DO NOT USE DO NOT USE POLYPROPYLENE FIBERS IN CONCRETE. NYLON FIBERS IN CONCRETE. NYLON NYLON ONLY.

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AutoCAD SHX Text6" CONCRETE PAVING ON 6" COMPACTED #53 STONE BASE ON 100% COMPACTED SUBGRADE. 3,500 PSI CONCRETE CURED AT 28 DAYS. TOOLED OR SAW-CUT CONTROL JOINTS AT 10'-0" O.C. EACH WAY. PROVIDE EXPANSION JOINTS AT CURB ABUTMENT ONLY. MOISTEN COMPACTED BASE BEFORE INSTALLATION OF CONCRETE. CURE CONCRETE WITH "CURE AND SEAL." FILL CONTROL JOINTS WITH TREMCO THC-900/901 MATERIAL. REINFORCEMENT: FOR NYLON FIBERS SEE GENERAL NOTES

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AutoCAD SHX Text%%u ACCESSIBLE SIGN


AutoCAD SHX TextSTEEL

AutoCAD SHX TextPOST

AutoCAD SHX TextMOUNT BENEATH R7-8

AutoCAD SHX Text%%u ACCESSIBLE PARKING



AutoCAD SHX Text6"

AutoCAD SHX TextWHEEL STOP

AutoCAD SHX TextCONCRETE

AutoCAD SHX Text4" WIDE PAINT

AutoCAD SHX TextSTRIPE: WHITE

AutoCAD SHX TextSTRIPE: WHITE

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AutoCAD SHX Text45%%D

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AutoCAD SHX TextHANDICAP PARKING SIGN

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AutoCAD SHX Text6" ~ GALVANIZED RIGID ELECTRICAL CONDUIT - FILL W/ CONCRETE - PAINT (PLASTIC SLEEVE IS OPTIONAL)

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AutoCAD SHX Text8'-0" (VAN)

AutoCAD SHX Text16'-0" AT VAN SPACE

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AutoCAD SHX TextINTERNATIONAL SYMBOL OF ACCESSIBILITY: WHITE W/ BLUE BACKGROUND

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AutoCAD SHX Text%%U SITE DRAINAGE PLAN


AutoCAD SHX Text%%UKEYNOTES

AutoCAD SHX Text1

AutoCAD SHX TextMAXIMUM SLOPE AT PARKING SPACE FOR WALKING: 1:20

AutoCAD SHX TextN

S 88°00'28" E 179.50'(S)

S 88°15'00" E 179.50'(R)

51

N 0

0°0

0'0

0"

W 2

46.0

0'(R

)

S 59°5

2'52" W

222.9

1'(S)

N 0

0°1

4'32

" E

246

.00

'(S)

S 59°3

8'53" W

222.9

1'(R)

W

MBMB

MB

MB

MB

S 0

5°31

'47"

E 1

28.5

0'(S

)S

05°

40'0

0"

E 12

8.50

'(R)

WEL

LS S

T (4

0' R

/W A

SPH

ALT

RO

AD

WA

Y)

WABA

SH ST

(40' R

/W AS

PHAL

T ROA

DWAY

)

NEW SLAB ELEV.505.00' = 100.00'

EXISTING SLAB ELEV.505.00' = 100.00'

NEW SLAB ELEV.501.00' = 96.00'

NEW SLAB ELEV.505.00' = 100.00'

Revisions

Date Action

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