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SPECIFICATIONS
<br />I. GENERAL REQUIREMENTS
<br />ti A. THE PLANS AND SPECIFICATIONS ARE INTENDED TO GIVE A DESCRIPTION OF THE WORK. NO
<br />DEVIATION FROM THE PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN
<br />CONSENT OF EXCEL ENGINEERING, INC. THE CONTRACTOR IS TO CLARIFY .ANY DISCREPANCIES
<br />WITH EXCEL ENGINEERING, INC. PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL VISIT
<br />THE SITE TO VERIFY EXISTING CONDITIONS AND ACCESS TO THE WORK AREA.
<br />B. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR AND SHALL HAVE CONTROL OF
<br />CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SAFETY PRECAUTIONS AND
<br />PROCEDURES USED TO CONSTRUCT THE WORK.
<br />C. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL (INCLUDING TAXES) AND EQUIPMENT
<br />AS NECESSARY TO COMPLETE THE WORK. PERMITS SHALL BE OBTAINED AND PAID FOR BY THE
<br />RESPECTIVE CONTRACTOR, INCLUDING TEMPORARY OCCUPANCY PERMIT IF REQUIRED.
<br />D. THE CONTRACTOR SHALL FURNISH TEMPORARY BRACING OF ALL BUILDING ELEMENTS DURING
<br />CONSTRUCTION. TEMPORARY BRACING SYSTEMS SHALL BE DESIGNED TO WITHSTAND CODE
<br />DESIGN LOADS. CONTRACTOR SHALL RETAIN SERVICES OF A PROFESSIONAL ENGINEER TO
<br />DESIGN AND SUPERVISE BRACING INSTALLATION IF THEY DO NOT HAVE THE EXPERTISE
<br />REQUIRED.
<br />E. ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS,
<br />INCLUDING THE REQUIREMENTS OF THE AMERIC AN WITH DISABILITIES ACT (A.D.A.) ARE MADE
<br />PART OF THESE SPECIFICATIONS AND SHALL BE COMPLIED WITH AS FAR AS THEY APPLY TO
<br />WORK UNDER THIS CONTRACT.
<br />F. IN AS MUCH AS THE SPECIFICATIONS ARE BRIEF, THE CONTRACTOR SHALL PROVIDE
<br />WORKMANSHIP THAT IS NEAT, SECURE AND OF THE BEST QUALITY WITH THE BEST POSSIBLE
<br />APPEARANCE AND UTILITY. FAULTY WORK SHALL BE REPAIRED OR REPLACED AT NO COST TO
<br />THE OWNER. INDUSTRY STANDARDS SHALL BE USED AS THE GUIDE FOR QUALITY OF
<br />MATERIALS AND WORKMANSHIP.
<br />G. REFERENCE TO MATERIALS OR SYSTEMS HEREIN BY NAME, MAKE OR CATALOG NUMBER IS
<br />INTENDED TO ESTABLISH A QUALITY STANDARD, AND NOT TO LIMIT COMPETITION. THE WORDS
<br />"OR APPROVED EQUIVALENT" ARE IMPLIED FOLLOWING EACH BRAND NAME/MODEL NUMBER
<br />UNLESS STATED OTHERWISE. "OR APPROVED EQUIVALENT" MATERIALS SHALL BE APPROVED
<br />BY EXCEL ENGINEERING, INC. PRIOR TO BIDS BEING ACCEPTED AND ACCEPTANCE FOR USE.
<br />PROVIDE A LETTER FROM THE MANUFACTURER CERTIFYING THAT THE PRODUCT MEETS OR
<br />EXCEEDS THE SPECIFIED PRODUCT.
<br />H. SUBMIT FIVE (5) COPIES OF STRUCTURAL (HVAC, PLUMBING, FIRE PROTECTION AND
<br />ELECTRICAL IF PART OF THIS PLAN) SHOP DRAWINGS TO EXCEL ENGINEERING, INC. FOR
<br />APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SHOP DRAWINGS SHALL BE REVIEWED
<br />AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTING FOR APPROVAL SHOP DRAWING
<br />SUBMITTALS MUST BE 100% COMPLETE AND IN ONE (1) PACKAGE FOR THE ITEM BEING
<br />SUBMITTED. NON -COMPLETE SHOP DRAWINGS OR PARTIAL ITEM SHOP DRAWINGS WILL BE
<br />RETURNED TO THE CONTRACTOR WITHOUT COMMENT AND STAMPED °REJECTED -RESUBMIT."
<br />CONTRACTORS WHO KNOWINGLY WANT TO SUBMIT NON -COMPLETE SHOP DRAWINGS OR
<br />BREAK SINGLE ITEM SHOP DRAWINGS INTO MULTIPLE SUBMITTALS WILL BE RESPONSIBLE TO
<br />MAKE ARRANGEMENTS WITH EXCEL ENGINEERING, PRIOR TO SUBMITTING THE SHOP
<br />DR.AWING(S), TO COMPENSATE EXCEL ENGINEERING FOR THE EXTRA WORK INVOLVED. NON-
<br />STRUCTURAL ITEMS AND SAMPLES FOR FINISHES ARE TO BE SUBMITTED TO EXCEL
<br />ENGINEERING, INC. FOR APPROVAL PRIOR TO INSTALLATION.
<br />I. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER A
<br />CERTIFICATE OF INSURANCE FOR NOT LESS THAN THE FOLLOWING LIMITS:
<br />1. WORKER'S COMPENSATION AND EMPLOYERS LIABILITY
<br />A. PER STATUTORY LIMITS
<br />2. COMMERCIAL GENERAL LIABILITY
<br />A. GENERAL AGGREGATE: $2,000,000
<br />B. PRODUCTS AND COMPLETED OPERATIONS AGGREGATE: $2,000,000
<br />C. PERSONAL AND ADVERTISING INJURY: $1,000,000
<br />D. EACH OCCURRENCE: $1,000,000
<br />3. COMPREHENSIVE AUTOMOBILE LIABILITY
<br />A. COMBINED SINGLE LIMIT BODILY INJURY AND PROPERTY DAMAGE: $1,000,000
<br />B. NON -OWNED AND HIRED AUTOMOBILE: $1,000,000
<br />J. THE CONTRACTOR SHALL OBTAIN THE OWNER'S APPROVAL OF THE CONSTRUCTION SCHEDULE
<br />PRIOR TO PROCEEDING WITH THE WORK.
<br />r K. THE CONTRACTOR SHALL FURNISH TEMPORARY OFFICE, TOILET FACILITIES, WORKING
<br />TELEPHONE, ELECTRICITY, HEAT, WATER AND FIRE EXTINGUISHERS AS REQUIRED FOR
<br />COMPLETION OF THE WORK UNLESS THE OWNER HAS AGREED IN WRITING TO FURNISH OR
<br />WAIVE ANY OF THE ABOVE ITEMS.
<br />L. THE CONTRACTOR SHALL PROVIDE ALL LAYOUT AS REQUIRED, COMPETENT ON SITE
<br />SUPERVISION, AND BROOM CLEANING OF CONSTRUCTION SITE INCLUDING DUMPSTERS FOR
<br />REFUSE DISPOSAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY ON SITE AND
<br />PROTECTION OF SITE PER LOCAL, STATE AND FEDERAL REQUIREMENTS.
<br />M. NOTIFY ARCHITECT ONE WEEK IN ADVANCE TO SCHEDULE FINAL COMPLIANCE WALK-THRU.
<br />PRIOR TO THIS WALK THRU, PROVIDE THE ARCHITECT WITH THE FIRE PROTECTION SYSTEM
<br />TEST REPORT AND A COPY OF THE ELEVATOR INSPECTION REPORT AS APPLICABLE. ALL
<br />COMPONENT SUBMITTALS SHOULD BE FILED AND AVAILABLE FOR REVIEW AT THE WALK THRU.
<br />THE BUILDING SHALL BE COMPLETE AND ALL SYSTEMS OPERATIONAL AT THE TIME OF THE
<br />WALK THRU. IF THE ARCHITECT IS REQUIRED TO MAKE ADDITIONAL VISITS DUE TO NON-
<br />COMPLIANCE, THEY WILL BE CHARGED TO THE REQUESTING CONTRACTOR.
<br />N. THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF
<br />ONE YEAR AFTER SUBSTANTIAL COMPLETION OF THE PROJECT. FURNISH MANUFACTURER'S
<br />WRITTEN WARRANTIES FOR SPECIFIED EQUIPMENT STATING EFFECTIVE WARRANTY DATE.
<br />0. THE CONTRACTOR SHALL FURNISH "AS -BUILT" DRAWINGS REFLECTING ALL CHANGES DURING
<br />CONSTRUCTION. PROVIDE TWO (2) COPIES OF OPERATING AND MAINTENANCE MANUALS TO
<br />OWNER FOR ALL FURNISHED EQUIPMENT.
<br />II. CONCRETE
<br />A. DESIGN AND CONSTRUCTION OF ALL CAST -IN -PLACE CONCRETE WORK SHALL CONFORM TO ACI
<br />318 BUILDING CODE AND CRSI MANUAL OF STANDARD PRACTICE.
<br />B. CONCRETE SLAB CONSTRUCTION TO BE PROVIDED PER MORE STRINGENT REQUIREMENTS OF
<br />GEOTECHNICA_ REPORT OR CONSTRUCTION DOCUMENTS.
<br />C. DESIGN MIXES SHALL BE IN ACCORDANCE WITH ASTM C94.
<br />1_ STRENGTH TO BE MIN. 3,000 PSI AT 28 DAYS FOR FOOTINGS AND WALLS.
<br />2. STRENGTH TO BE MIN. 3,500 PSI AT 28 DAYS FOR SLABS ON GRADE.
<br />3. STRENGTH TO BE MIN. 4,000 PSI AT 28 DAYS FOR COLUMNS, BEAMS, EXTERIOR CONCRETE,
<br />STRUCTURAL SLABS, CONCRETE FILLED METAL DECK AND PRECAST TOPPINGS.
<br />4. SLUMP SHALL NOT EXCEED 4".
<br />5. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH 4-7% AIR CONTENT.
<br />NO OTHER ADMIXTURES SHALL BE USED WITHOUT APPROVAL OF EXCEL ENGINEERING,
<br />INC. CALCIUM CHLORIDE SHALL NOT BE USED.
<br />6. MAXIMUM AGGREGATE SIZE FOR FOOTING TO BE 1 1/2" AND MAXIMUM AGGREGATE SIZE
<br />FOR ALL OTHER WORK TO BE 3/4"
<br />D. PLACE SLABS ON GRADE WITH CONSTRUCTION JOINT OR SAW JOINT AS INDICATED ON THE
<br />PLANS. SAW CUT TO BE DONE AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER
<br />CONCRETE IS PLACED. ALL INTERIOR SLABS TO HAVE A TROWEL FINISH AND ALL EXTERIOR
<br />SLABS TO HAVE A LIGHT BROOM FINISH UNLESS NOTED OTHERWISE. MAINTAIN FLOOR LEVEL
<br />AT WALLS AND PITCH SURFACES UNIFORMLY TO DRAINS. ALL CONCRETE IS TO BE CURED FOR
<br />7 DAYS. FLOORS TO BE STAINED, TO RECEIVE AN ASHFORD SEALER, OR TO RECEIVE ANOTHER
<br />FINISH THAT IS NOT COMPATIBLE WITH CURING COMPOUNDS ARE TO BE WET CURED OR CURED
<br />WITH AN ARMORLON TRANSGUARD 4000 WET CURE COVER PER MANUFACTURER'S
<br />SPECIFICATION. EXTERIOR SLABS SHALL BE SEPARATED FROM BUILDINGS WITH CONTINUOUS
<br />1/2" FIBER EXPANSION JOINT AND/OR 1/4" FIBER EXPANSION JOINT AT DECORATIVE MASONRY
<br />UNITS. INTERIOR SLABS SHALL BE SEPARATED FROM FOUNDATION WALLS AND PIERS WITH
<br />FORM RELEASE AGENT. 15 LB. FELT OR AS DETAILED ON PLANS.
<br />E. THE SLAB -ON -GRADE FLOOR FLATNESS/LEVELNESS SHALL MEET TO THE FOLLOWING CRITERIA:
<br />1. TOP OF FLOOR ELEVATION SHALL BE WITHIN 3/4" OF DESIGN ELEVATION IN ACCORDANCE
<br />TO ACI 117 TOLERANCES.
<br />2. THE SPECIFIED OVERALL VALUE FOR THE FLOOR FLATNESS/LEVELNESS IS AS FOLLOWS:
<br />A. NONCRITICAL MECHANICAL ROOMS, NONPUBLIC AREAS, AND PARKING - FF20 / FL.15.
<br />B. CARPETED AREAS IN COMMERCIAL OFFICE, INDUSTRIAL BUILDING - FF25 / FL20.
<br />C. THIN -SET FLOORING, WAREHOUSE - FF35 / FL25.
<br />D. WAREHOUSE WITH AIR -PALLET USE, ICE RINKS - FF45 / FL35.
<br />E. CRITICAL AREAS AS INDICATED ON PLAN - >FF50 / >FL50.
<br />3. THE MINIMUM LOCAL VALUE FOR THE FLOOR FLATNESS/LEVELNESS SHALL NOT BE LESS
<br />THAN 67% OF THE SPECIFIED OVERALL VALUE.
<br />4. CONTRACTOR SHALL REPLACE AREAS THAT DO NOT MEET THESE CRITERIA.
<br />F. ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. THICKNESS OF CONCRETE COVER
<br />OVER REINFORCEMENT SHALL BE NOT LESS THAN 3" WHERE CONCRETE IS DEPOSITED
<br />AGAINST THE GROUND WITHOUT THE USE OF FORMS AND NOT LESS THAN 1 1/2" IN ALL OTHER
<br />LOCATIONS. ALL REINFORCING SHALL BE LAPPED 36 DIAMETERS FOR UP TO #6 BARS, 60
<br />DIAMETERS FOR #7 TO #10 BARS OR AS NOTED ON THE DRAWINGS AND EXTENDED AROUND
<br />CORNERS WITH CORNER BARS. PLACING AND DETAILING OF STEEL REINFORCING AND
<br />REINFORCING SUPPORTS SHALL BE IN ACCORDANCE WITH CRSI AND ACI MANUAL AND
<br />STANDARD PRACTICES. THE REINFORCEMENT SHALL NOT BE PAINTED AND MUST BE FREE OF
<br />GREASE/OIL, DIRT OR DEEP RUST WHEN PLACED IN THE WORK. ALL WELDED WIRE FABRIC
<br />SHALL MEET THE REQUIREMENTS OF ASTM A185. WELDED WIRE FABRIC SHALL BE PLACED 2"
<br />FROM TOP OF SLAB, UNLESS INDICATED OTHERWISE.
<br />G. CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY
<br />TO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE
<br />PLACEMENT. TESTS WILL BE PERFORMED ACCORDING TO ACI 301. CAST AND LABORATORY
<br />CURE ONE SET OF FOUR STANDARD CYLINDERS FOR EACH COMPOSITE SAMPLE FOR EACH
<br />DAY'S POUR OF EACH CONCRETE MIX EXCEEDING 5 CU. YD., BUT LESS THAN 25 -CU. YD., PLUS
<br />ONE SET FOR EACH ADDITIONAL 50 CU. YD. OR FRACTION THEREOF. PERFORM COMPRESSIVE -
<br />STRENGTH TESTS ACCORDING TO ASTM C 39. TEST TWO SPECIMENS AT 7 DAYS AND TWO
<br />SPECIMENS AT 28 DAYS. PERFORM SLUMP TESTING ACCORDING TO ASTM C 143. PROVIDE ONE
<br />TEST AT .POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST
<br />FOR EACH DAY'S POUR OF EACH CONCRETE MIX. PERFORM ADDITIONAL TESTS WHEN
<br />CONCRETE CONSISTENCY APPEARS TO CHANGE.
<br />H. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR
<br />HOT TEMPERATURES. IN HOT, DRY, AND WINDY WEATHER, APPLY AN EVAPORATION -CONTROL
<br />COMPOUND ACCORDING TO MANUFACTURER'S INSTRUCTIONS AFTER SCREEDING AND BULL
<br />FLOATING, BUT BEFORE POWER FLOATING AND TROWELLING.
<br />I. LIMIT MAXIMUM WATER-CEMENTITIOUS RATIO OF CONCRETE EXPOSED TO FREEZING, THAWING
<br />AND DEICING SALTS TO 0.45.
<br />J. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES TO BE EXPOSED TO VIEW AND SLAB
<br />SURFACES TO BE COVERED WITH RESILIENT FLOORING, CARPET, PAINT, OR OTHER THIN FILM -
<br />FINISH COATING SYSTEM. APPLY NONSLIP BROOM FINISH TO EXTERIOR CONCRETE
<br />PLATFORMS, STEPS, AND RAMPS, AND ELSEWHERE AS INDICATED.
<br />K. TEST RESULTS WILL BE REPORTED IN WRITING TO ARCHITECT, READY -MIX PRODUCER, AND
<br />CONTRACTOR WITHIN 24 HOURS AFTER TESTS. REPORTS OF COMPRESSIVE STRENGTH TESTS
<br />SHALL CONTAIN THE PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE
<br />PLACEMENT, NAME OF CONCRETE TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION
<br />OF CONCRETE BATCH IN STRUCTURE, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS,
<br />CONCRETE MIX PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND
<br />TYPE OF BREAK FOR BOTH 7-DAY TESTS AND 28-DAY TESTS.
<br />1. INCLUDE THIS SET OF PLANS WITH THE PROJECT AS -BUILT PLANS.
<br />III. LUMBER
<br />A. LUMBER SHALL BE GRADED AND STAMPED WITH MINIMUM STRUCTURAL DESIGN VALUES AS
<br />LISTED BELOW.
<br />1. #1/#2 DOUG FIR 850 PSI FB, 95 PSI FV, 1600 KS! E (BEAMS, LINTELS & HEADERS, UNLESS
<br />NOTED)
<br />2. #1/#2 S.P.F. 875 PSI FB, 1150 PSI FC, 1400 KSI E (ALL STUDS & PLATES, UNLESS NOTED)
<br />3. LVL @ 1800 KSI E OR MICRO -LAM @ 1900 KSI E 2600 PSI FB, 285 PSI FV (OR AS NOTED ON
<br />THE PLANS)
<br />4. WOOD HEADER MATERIAL SHALL BE FREE OF ALL SPLITS, SHAKES AND CHECKS.
<br />B. MISCELLANEOUS LUMBER: PROVIDE NO. 3 OR STANDARD GRADE LUMBER OF ANY SPECIES FOR
<br />SUPPORT OR ATTACHMENT OF OTHER CONSTRUCTION, INCLUDING ROOFTOP EQUIPMENT
<br />CURBS AND SUPPORT BASES, CANT STRIPS, BUCKS, NAILERS, BLOCKING, AND SIMILAR
<br />MEMBERS.
<br />C. PROTECTION AGAINST DECAY WITH PRESERVATIVE -TREATED WOOD SHALL BE REQUIRED IN
<br />THE FOLLOWING AREAS:
<br />1. ALL WOOD SILL PLATES, FRAMING, AND FURRING STRIPS ATTACHED TO EXTERIOR BELOW
<br />GRADE MASONRY AND CONCRETE WALLS.
<br />2. ALL WOOD PLATES, BLOCKING, FRAMING AND FURRING STRIPS ATTACHED TO EXTERIOR,
<br />SINGLE-WYTHE MASONRY WALLS.
<br />3. ALL WOOD CAP FLASHING BLOCKING ATTACHED TO MASONRY OR CONCRETE PARAPETS.
<br />4. ALL WOOD SLEEPERS AND SILL PLATES ON CONCRETE SLABS IN DIRECT CONTACT WITH
<br />EARTH.
<br />A. EXCEPTION: WOOD SILL PLATES ON CONCRETE SLABS SEPARATED FROM DIRECT
<br />CONTACT TO THE EARTH WITH A 10 MIL POLYETHYLENE VAPOR RETARDANT WILL NOT
<br />REQUIRE PRESERVATIVE -TREATMENT.
<br />5. ALL WOOD IN CONTACT WITH GROUND OR EXPOSED TO THE WEATHER.
<br />D. FINISHES FOR FASTENERS AND HARDWARE IN CONTACT WITH PRESERVATIVE -TREATED WOOD
<br />ARE BASED ON THE FOLLOWING ASSUMPTIONS:
<br />1. ALL INTERIOR TREATED WOOD SHALL USE AN ACQ-C, ACQ-D (CARBONATE), CBA-A, OR CA-B
<br />TREATMENT WITH RETENTION LEVELS LESS THAN OR EQUAL TO 0.40 PCF, 0.40 PCF, 0.41
<br />PCF, AND 0.21 PCF RESPECTIVELY.
<br />2. ALL CONNECTION HARDWARE AND FASTENERS IN DIRECT CONTACT WITH INTERIOR
<br />TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED, MECHANICALLY GALVANIZED, OR
<br />STAINLESS STEEL.
<br />3. ALL CONNECTION HARDWARE AND FASTENERS IN DIRECT CONTACT WITH EXPOSED
<br />EXTERIOR TREATED WOOD OR UNKNOWN TREATMENTS SHALL BE STAINLESS STEEL.
<br />4. USE TAPCON CLIMASEAL FASTENERS TO CONNECT ACQ-TREATED WOOD BLOCKING TO
<br />MASONRY OR CONCRETE PARAPETS.
<br />E. SHOP DRAWINGS FOR PRESERVATIVE -TREATED WOOD, HARDWARE, AND FASTENERS:
<br />1. THE CONTRACTOR SHALL FURNISH MATERIAL CERTIFICATES FOR ALL PRESERVATIVE -
<br />IV. EXTERIORNAME OF THE TREATING COMPANY, THE
<br />PRESERVATIVE USED, THE LEVEL OF TREATMENT (0.10, 0.25, 0.40, ETC.), THE INTENDED USE
<br />(ABOVE GROUND, GROUND CONTACT, ETC.), AND A REFERENCE TO THE APPROPRIATE
<br />AWPA STANDARD,
<br />2. THE CONTRACTOR SHALL FURNISH MATERIAL DA-A SHEETS FOR HARDWARE AND
<br />FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD.
<br />A. ALL EIFS MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL AND STATE CODES AND
<br />TO EIMA GUIDELINE SPECIFICATIONS FOR EXTERIOR INSULATION AND FINISH SYSTEMS, CLASS
<br />PB WITH MOISTURE DRAINAGE.
<br />B. SUBMIT THE FOLLOWING ITEMS.
<br />1. PRODUCT DATA: PRODUCT DATA SHEETS DESCRIBING PRODUCTS TO BE USED ON
<br />PROJEC T.
<br />2. SAMPLES: SAMPLES FOR EACH FINISH, TEXTURE, AND COLOR TO BE USED ON PROJECT.
<br />3. QUALITY ASSURANCE/CONTROL SUBMITTALS: MANUFACTURERS INSTALLATION
<br />INSTRUCTIONS.
<br />C. FOLLOW MANUFACTURERS INSTRUCTIONS ON PRODUCT STORAGE AND HANDLING.
<br />D. STORE MOISTURE SENSITIVE MATERIALS IN WEATHER PROTECTED ENCLOSURES.
<br />E. PROVIDE A COMPLETE EXTERIOR INSULATION AND FINISH SYSTEM ,CLASS PB, CONSISTING OF,
<br />BUT NOT LIMITED TO, A AIR & MOISTURE BARRIER, AN ADHESIVE, EXPANDED POLYSTYRENE
<br />INSULATION BOARD, BASE COAT, REINFORCING MESH(ES)AND FINISH.
<br />F. INSTALL EIFS IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND AS
<br />SHOWN ON PLANS.
<br />G. ALL SURROUNDING AREAS, WHERE THE EIFS HAS BEEN INSTALLED, SHALL BE LEFT FREE OF
<br />DEBRIS AND FOREIGN SUBSTANCES RESULTING FROM THE WORK.
<br />H. PROTECT FINISHED WORK FROM INCLEMENT WEATHER UNTIL DRY AND PERMANENT
<br />PROTECTION IN THE FORM OF FLASHINGS, SEALANTS, ETC. ARE INSTALLED.
<br />L PROTECT FINISHED WORK FROM DAMAGE DURING REMAINDER OF CONSTRUCTION PERIOD:
<br />V. AIR AND MOISTURE
<br />A. ALL AIR AND MOISTURE BARRIER MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL
<br />AND STATE CODES.
<br />B. SUBMIT THE FOLLOWING ITEMS.
<br />1. PRODUCT DATA: MANUFACTURERS TECHNICAL BULLETINS.
<br />C. FOLLOW MANUFACTURERS INSTRUCTIONS ON PRODUCT STORAGE AND HANDLING.
<br />D. STORE MOISTURE SENSITIVE MATERIALS IN WEATHER PROTECTED ENCLOSURES.
<br />E. PROVIDE A COMPLETE AIR AND MOISTURE BARRIER SYSTEM USING A FLUID APPLIED THREE-
<br />PART SYSTEM. THE SYSTEM CONSISTS OF ADHESIVE MESH TAPE AND LIQUID FILL AND SPRAY
<br />WRAP.
<br />1. ACCEPTABLE PRODUCT: PROSOCO R-GUARD OR EQUAL.
<br />F. INSTALL AIR AND MOISTURE BARRIER IN ACCORDANCE WITH MANUFACTURERS INSTALLATION
<br />INSTRUCTIONS AND AS SHOWN ON PLANS.
<br />1. APPLY R-GUARD TAPE OVER SHEATHING JOINTS AND SEAMS. FOLD AND APPLY R-GUARD
<br />TAPE TO ROUGH OPENINGS, INSIDE AND OUTSIDE CORNERS. USE A SEAM ROLLER OR
<br />OTHER BLUNT TOOL TO FIRMLY ADHERE TAPE TO SHEATHING.
<br />2. UNIFORMLY COVER TAPE AND ABOUT 4 INCHES OF SHEATHING ON EITHER SIDE OF THE
<br />TAPE WITH R-GUARD FILL USING A TROWEL OR TEXTURE SPRAYER. TROWEL SMOOTH.
<br />SPOT FILL FASTENERS AND SURFACE DEFECTS WITH R-GUARD FILL. LET DRY.
<br />3. SPRAY OR ROLLER APPLY R-GUARD SPRAY WRAP TO THE ENTIRE SURFACE -INCLUDING
<br />AREAS COVERED BY R-GUARD TAPE AND R-GUARD FILL TO A UNIFORM WET MIL THICKNESS
<br />(10 MILS). LET DRY. ON MASONRY CONSTRUCTION, WHEN SPRAY APPLYING, B AC KROLL TO
<br />CLOSE PINHOLES AND ENSURE EVEN COVERAGE. APPLY NUMBER OF COATS AS REQUIRED
<br />BY MANUFACTURERS SPECIFICATIONS.
<br />G. ALL SURROUNDING AREAS, WHERE THE AIR AND MOISTURE BARRIER HAS BEEN INSTALLED,
<br />SHALL BE LEFT FREE OF DEBRIS AND FOREIGN SUBSTANCES RESULTING FROM THE WORK.
<br />H. PROTECT FINISHED WORK FROM DAMAGE DURING REMAINDER OF CONSTRUCTION PERIOD.
<br />VI. INSULATION
<br />A. ALL INSULATION MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL AND STATE
<br />CODES.
<br />B. PRODUCT: FIBERGLASS INSULATION TO BE FIBERGLASS BATT OR ROLL COMPLYING WITH ASTM
<br />C665 AND NONCOMBUSTIBLE PER ASTM E136. THICKNESS OR R VALUE AS INDICATED ON PLANS.
<br />IF THICKNESS IS NOT SHOWN ON PLANS, THICKNESS TO BE THE DEPTH OF THE WALL OR
<br />RAFTER SYSTEM.
<br />1. MANUFACTURER: CERTAINTEED OR OWENS CORNING.
<br />C. PRODUCT: VAPOR RETARDER TO BE MEMBRANE VAPOR RETARDER INSTALLED ON WARM SIDE
<br />(NORMALLY INSIDE) FACE OF THE INSULATION.
<br />1. MANUFACTURER: CERTAINTEED.
<br />D. PRODUCT: ACOUSTICAL WALL INSULATION TO BE NOISE REDUCER SOUND CONTROL BATTS IN
<br />WOOD FRAME CONSTRUCTION. WALL INSULATION TO BE CERT.ASOUND SOUND ATTENUATION
<br />BATTS IN METAL FRAMED WALLS AND CEILINGS. ACOUSTICAL CEILING BATTS TO BE
<br />CERTASOUND.
<br />1. MANUFACTURER: CERTAINTEED.
<br />E. FOLLOW MANUFACTURERS INSTRUCTIONS ON PRODUCT STORAGE AND HANDLING.
<br />F. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
<br />AND AS SHOWN ON PLANS.
<br />VII. SEALANTS
<br />A. CAULK AROUND ALL WINDOWS, DOORS, VENT OPENINGS, WHERE DIFFERENT MATERIALS MEET,
<br />ROOF OPENINGS, EAVES, SOFFITS, JOINTS, COUNTERTOPS, DOOR FRAMES, ETC. AND AS
<br />REQUIRED FOR A WATERTIGHT CONNECTION. PROVIDE SONNEBORN SONOLASTIC NP2 FOR
<br />ALL CMU CONTROL JOINTS. PROVIDE "TREMCO DYMERIC 240 FC" AT ALL NON -FINISH INTERIOR
<br />& EXTERIOR LOCATIONS. SEE FLOOR PLAN. CAULK TO BE INSTALLED AFTER FINISH IS APPLIED
<br />TO SURFACES PER MANUFACTURER.
<br />VIII. DOORS, WINDOWS AND FRAMES
<br />A. REQUIREMENTS
<br />1. FURNISH AND INSTALL ALL DOORS AND WINDOW ASSEMBLIES AS INDICATED ON THE PLANS
<br />ALONG WITH ALL HARDWARE INDICATED AND THAT MAY BE REQUIRED FOR A COMPLETE
<br />JOB.
<br />2. ALL DOORS AND WINDOWS SHALL OPERATE SMOOTHLY WITHOUT BIND AND BE INSTALLED
<br />PLUMB AND TRUE.
<br />3. ALL HARDWARE SHALL FIT PROPERLY AND BE ADJUSTED AS REQUIRED.
<br />4. PROVIDE INSECT SCREENS ON ALL OPERABLE WINDOW UNITS.
<br />IX. HARDWARE
<br />A. REQUIREMENTS
<br />1. ALL LOCKSETS SHALL BE LEVER TYPE AS REQUIRED TO MEET REQUIREMENTS OF A.D.A.
<br />2. ALL OTHER HARDWARE SHALL CONFORM TO THE REQUIREMENTS OF A.D.A.
<br />3. ALL EXIT DOORS SHALL BE EQUIPPED WITH LEVER TYPE OR PANIC TYPE EXIT HARDWARE
<br />OPENABLE FROM THE INSIDE WITHOUT THE USE OF A LATCH, KEY OR BOLT.
<br />4. CONTRACTOR TO COORDINATE KEYING SCHEDULE WITH OWNER.
<br />X. SAFETY GLAZING
<br />A. PROVIDE SAFETY GLASS IN ALL GLAZING AS LISTED BELOW UNLESS NOTED OTHERWISE:
<br />1. WHERE REQUIRED BY FEDERAL, STATE AND LOCAL CODES.
<br />B. SAFETY GLASS REQUIREMENTS
<br />1. SAFETY GLASS SHALL BE, BUT NOT LIMITED TO
<br />A. TEMPERED GLASS
<br />B. LAMINATED GLASS
<br />C. SAFETY PLASTIC
<br />D. SAFETY INSULATING UNITS WHICH MEET THE TEST REQUIREMENTS OF ANSI Z97.1, AND
<br />WHICH ARE CONSTRUCTED, TREATED, OR COMBINED WITH OTHER MATERIALS SO AS
<br />TO MINIMIZE THE LIKELIHOOD OF CUTTING AND PIERCING INJURIES RESULTING FROM
<br />HUMAN IMPACT WITH THE GLAZING MATERIAL.
<br />2. ALL SAFETY GLAZING MATERIAL SHALL BE LABELED PER LOCAL, STATE, AND FEDERAL
<br />REQUIREMENTS.
<br />XL DRYWALL STUDS (INTERIOR NON -BEARING)
<br />A. REQUIREMENTS
<br />1. STUDS SHALL BE SECURED TO TOP AND BOTTOM TRACK WITH (1) #8ML SCREW IN EACH
<br />FLANGE (UNLESS A SLIP TRACK IS REQUIRED AT THE TOP OF THE WALL).
<br />2. PROVIDE SLIP TRACK AT TOP OF FULL HEIGHT PARTITIONS.
<br />3. STUDS SHALL BE INSTALLED PER "GYPSUM CONSTRUCTION HANDBOOK" AS PUBLISHED BY
<br />UNITED STATES GYPSUM COMPANY LATEST EDITION.
<br />4. DRYWALL STUDS SHALL BE INDICATED ON THE PLANS.
<br />XII. DRYWALL
<br />A. DRYWALL SHALL BE INSTALLED PER THE LATEST EDITIONS OF "RECOMMENDED
<br />SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD" GA-216 AS
<br />PUBLISHED BY THE GYPSUM ASSOCIATION AND THE "GYPSUM CONSTRUCTION HANDBOOK" AS
<br />PUBLISHED BY UNITED STATES GYPSUM COMPANY.
<br />1. PROVIDE CONTROL JOINTS PER THESE REQUIREMENTS.
<br />2. PROVIDE M.R. DRYWALL AT ALL FRP, CERAMIC WALL TILE, PORCELAIN WALL TILE, COOLER
<br />PANEL, FREEZER PANEL AND DAMP/WET LOCATIONS.
<br />B. DRYWALL FINISHES SHALL BE INSTALLED PER THE LATEST EDITION OF "RECOMMENDED LEVELS
<br />OF GYPSUM BOARD FINISH" GA-214-96 AS PUBLISHED BY THE AWCI, PAINTING AND DECORATING
<br />CONTRACTORS OF AMERICA, GYPSUM ASSOCIATION AND CISCA. PROVIDE A LEVEL 1 FINISH AT
<br />ALL UNEXPOSED AREAS OR AS NOTED ON PLANS.
<br />C. LEVELS OF FINISH:
<br />1. LEVEL 4 JOINTS AND INTERIOR ANGLES HAVE TAPE EMBEDDED IN JOINT COMPOUND AND
<br />TWO SEPARATE COATS OF JOINT COMPOUND APPLIED OVER ALL FLAT JOINTS AND ONE
<br />SEPARATE COAT APPLIED OVER INTERIOR ANGLES; FASTENER HEADS AND ACCESSORIES
<br />ARE COVERED WITH THREE (3) SEPARATE COATS OF JOINT COMPOUND; NO TOOL MARKS
<br />OR RIDGES.
<br />XIII. FINISHES
<br />A. REQUIREMENTS
<br />1. PROVIDE AND INSTALL ALL FINISHES AS INDICATED ON PLANS.
<br />2. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
<br />3. "FINISH" INSTALLER INSPECT SUBSURFACE AND PREPARE AS PER MANUFACTURER'S
<br />SPECIFICATIONS PRIOR TO INSTALLATION OF PRODUCT.
<br />4. ALL FINISHES TO MEET ALL CODE REQUIREMENTS AND REGULATIONS INCLUDING FLAME
<br />SPREAD AND SMOKE DEVELOPMENT.
<br />XV. SIGNAGE
<br />A. REQUIREMENTS
<br />1. CONTRACTOR TO FURNISH AND INSTALL SIGNAGE PER LOCAL, STATE, AND FEDERAL CODES
<br />AND PER ROOM FINISH SCHEDULE.
<br />2. ALL SIGNAGE SHALL MEET THE REQUIREMENTS OF THE A.D.A. AND ANSI.
<br />3. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL
<br />BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE
<br />IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS,
<br />SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL.
<br />4. MOUNTING HEIGHT SHALL BE 60" ABOVE FINISH FLOOR TO THE CENTERLINE OF THE SIGN
<br />UNLESS INDICATED OTHERWISE.
<br />5. PROVIDE HANDICAP PARKING SIGNS_ AS INDICATED ON PLANS AND AS REQUIRED BY LOCAL,
<br />STATE, AND FEDERAL CODES.
<br />XVI. FIRE EXTINGUISHERS
<br />A. REQUIREMENTS
<br />1. CONTRACTOR TO FURNISH AND INSTALL EXTINGUISHERS PER LOCAL, STATE, AND FEDERAL
<br />CODES, AND N.F.P.A. NO.10-1978.
<br />2. MOUNT FIRE EXTINGUISHER NOT HIGHER THAN 48" ABOVE FINISH FLOOR UNLESS LOCAL
<br />REGULATIONS REQUIRE DIFFERENT HEIGHT.
<br />3. ALL FIRE EXTINGUISHERS AND CABINETS TO MEET THE REQUIREMENTS OF THE A.D.A. AND
<br />ANSI A117.1.
<br />XVII. TOILET ROOMS
<br />A. A.D.A./ANSI A117.1 APPROVED SIGNAGE SHALL BE PROVIDED FOR EACH TOILET ROOM TO
<br />DESIGNATE MEN, WOMEN, OR UNISEX.
<br />XVIII. FIRE PROTECTION WORK
<br />A. SEE FIRE PROTECTION PLANS FOR SPECIFICATIONS.
<br />XIV. PAINTING XIX. PLUMBING WORK
<br />A. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SCAFFOLDING REQUIRED FOR
<br />COMPLETING SURFACE PREPARATION, PAINTING, FINISHING AND RELATED ITEMS. A. SEE PLUMBING PLANS FOR SPECIFICATIONS
<br />B. EXCESS MATERIALS, CONTAINERS AND OTHER ITEMS NECESSARY FOR THE COMPLETION OF
<br />THE WORK MUST BE DISPOSED OF IN A MANNER THAT MEETS OR EXCEEDS THE STRICTEST XX. HEATING AND VENTILATION WORK
<br />LAWS GOVERNING THE PROJECTS MUNICIPALITY AND/OR STATE. THE PAINTING CONTRACTOR
<br />IS RESPONSIBLE FOR COMPLETE ADHERENCE TO ALL DISPOSAL REGULATIONS. A. SEE HVAC PLANS FOR SPECIFICATIONS.
<br />C. PAINT ALL EXPOSED MISCELLANOUS ITEMS, FINISHED OR UNFINISHED (EX. H.V.A.C. RETURN AIR XXI. ELECTRICAL WORK
<br />GRILLES, CONDUIT, ETC.) TO MATCH ADJOINING WALL SURFACES.
<br />A. SEE ELECTRICAL PLANS FOR SPECIFICATIONS.
<br />D. CONTRACTOR TO VERIFY THAT PAINT IS COMPATIBLE WITH PRIMER OF SHOP PRIMED
<br />SURFACES. NOTIFY EXCEL ENGINEERING IF THERE ARE ANY COMPATIBILITY ISSUES.
<br />E. THE CONTRACTOR SHALL KEEP EMPTY CONTAINERS ON THE PROJECT SITE UNTIL ALL
<br />PRODUCTS ARE VERIFIED AS TO COLOR AND/OR SHEEN. THE CONTRACTOR SHALL LEAVE WITH
<br />THE OWNER ALL OPENED PAINT CONTAINERS.
<br />F. EXTERIOR ITEMS:
<br />1. FERROUS METAL (PRIMED): STRUCTURAL STEEL, MISCELLANEOUS IRON, HANDRAILS,
<br />HOLLOW METAL DOORS AND FRAMES, ROOF STRUCTURE, EXPOSED ROOF PIPING, ETC.:
<br />A. ALKYD SHOP PRIMER ON METAL
<br />2. 1 COAT S-W KEM BOND HS UNIVERSAL METAL PRIMER B50 SERIES.
<br />3. 2 COATS METALATEX SEMI -GLOSS COATING B42 SERIES.
<br />4. GALVANIZED:
<br />A. 2 COATS S-W METALATEX SEMI -GLOSS COATING B42 SERIES.
<br />5. CONCRETE:
<br />A. 1 COAT S-W LOXON XP A24W300 SERIES (8 MILS WET, 3.2 MILS DRY).
<br />B. 2 COAT S-W A-100 EXTERIOR LATEX SATIN A83 SERIES (4 MILS WET, 1.4 MILS DRY).
<br />G. INTERIOR ITEMS:
<br />1. DRYWALL FINISH: EG-SHEL
<br />A. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY).
<br />B. 2 COATS S-W PROMAR 200 INTERIOR LATEX EG-SHEL B20 SERIES (4 MILS WET, 1.5 MILS
<br />DRY/C OAT).
<br />2. DRYWALL FINISH: FLAT
<br />A. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY).
<br />B. 2 COATS S-W PROMAR 200 INTERIOR LATEX FLAT B30 SERIES (4 MILS WET, 1.4 MILS
<br />DRY/C OAT).
<br />3. DRYWALL FINISH: SATIN
<br />A. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY).
<br />B. 2 COATS S-W DURATION HOME LATEX SATIN B97 SERIES (4 MILS WET, 1.5 MILS
<br />DRY/COAT)-
<br />4. DRYWALL FINISH: SEMI -GLOSS
<br />A. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY).
<br />B. 2 COATS S-W PROMAR 200 INTERIOR LATEX SEMI -GLOSS B31 SERIES (4 MILS WET, 1.3
<br />MILS DRY/COAT).
<br />5. DRYWALL FINISH: EPDXY SYSTEM SEMI -GLOSS
<br />A. 1 COAT S-W PREPRITE CLASSIC LATEX PRIMER 628 SERIES (4 MILS WET, 1.2 MILS DRY).
<br />B. 2 COATS S-W WATER BASED CATALYZED EPDXY B 70 SERIES (2.5 3 MILS DRY/COAT).
<br />6. NEW WOOD, STAINED:
<br />A. 1 COAT S-W WOOD CLASSICS INTERIOR OIL STAIN A49 SERIES.
<br />B. 1 COAT S-W WOOD CLASSICS POLYURETHANE GLOSS VARNISH A67V1.
<br />C. 1 COAT S-W WOOD CLASSICS POLYURETHAN SATIN VARNISH A67 SERIES (4 MILS WET,
<br />1.4 MILS DRY/COAT).
<br />7. NEW WOOD, PAINTED:
<br />A. 1 COAT S-W PREPRITED CLASSIC INTERIOR LATEX PRIMER B28 SERIES (4 MILS WET, 1.6
<br />MILS DRY).
<br />B. 2 COATS S-W DURATION HOME LATEX SATIN B97 SERIES (4 MILS WET, 1.5 MILS
<br />DRY/C OAT).
<br />8. FERROUS METAL (PRIMED, BRUSH/ROLLER) DOORS, FRAMES, HANDRAILS, MISC. METALS,
<br />ETC.: AC RYLIC
<br />A. 1 COAT S-W DTM ACRYLIC PRIMER/FINISH 366W1 (2.5 4 MILS DRY/COAT).
<br />B. 2 COATS S-W DTM ACRYLIC PRIMER/FINISH B66W1 (2.5 4 MILS DRY/COAT).
<br />9. FERROUS METAL (PRIMER, SPRAYED), ALL EXPOSED STRUCTURAL STEEL AND EXPOSED
<br />MECHANICAL/ELECTRICAL ITEMS: ACRYLIC
<br />A. 1 COAT S-W DTM ACRYLIC PRIMER/FINISH 366W1 (2.5 4 MILS DRY/COAT).
<br />B. 1-2 COATS S-W SUPER SAVE-LITE HI-TEC DRYFALL. B48 SERIES (6 MILS WET, 3 MILS DRY).
<br />10. GALVANIZED:
<br />A. BRUSH/ROLLER: 2 COATS S-W DTM ACRYLIC COATING SEMI -GLOSS B66 SERIES (2 MILS
<br />DRY/COAT).
<br />B. SPRAYED: 1 COAT S-W GALVITE HS B50WZ30 (5 MILS WET, 3 MILS DRY) AND 2 COATS S-
<br />W SUPER SAVE-LITE HI-TEC DRYFALL B48 SERIES (4 MILS WET, 2 MILS DRY).
<br />11. ALUMINUM:
<br />A. 2 COATS S-W METALATEX SEMI -GLOSS COATING B42 SERIES (4 MILS WET, 1.5 MILS
<br />DRY/C OAT).
<br />H. REMOVE AND/OR PROTECT ALL HARDWARE, HARDWARE ACCESSORIES, MACHINED SURFACES,
<br />PLATES, LIGHTING FIXTURES, SPRINKLER HEADS AND SIMILAR ITEMS THAT ARE NOT TO BE
<br />PAINTED, BUT REQUIRE PROTECTION FROM THE PAINTING PROCESS. RE -INSTALL SAME AFTER
<br />COMPLETION OF PAINTING. MASK OFF ALL NAMEPLATES, EQUIPMENT IDENTIFICATION AND
<br />SIMILAR ITEMS. REMOVAL AND REINSTALL OF ITEMS IS TO BE DONE BY CONTRACTOR SKILLED
<br />IN SUCH WORK.
<br />I. SEAL TOPS, BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY COAT OF
<br />SEALER IMMEDIATELY UPON DELIVERY TO THE PROJECT.
<br />J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PREPARATION OF ALL SURFACES
<br />PRIOR TO THE PAINTING INSTALLATION.
<br />K. THE FINISH PRODUCT SHALL HAVE A CONSISTENT, SMOOTH APPEARANCE OF THE SPECIFIED
<br />LUSTER.
<br />L. APPLY PAINT PER MANUFACTURERS TEMPERATURE AND HUMIDITY REQUIREMENTS-
<br />M. COMPLETED WORK SHALL BE FREE FROM DEFECTS AND FLAWS.
<br />N. PROVIDE A YELLOW STRIPED AREA, 3 DEEP BY THE WIDTH OF THE ELECTRICAL PANELS, ON
<br />THE CONCRETE FLOOR IN FRONT OF THE ELECTRICAL PANELS AND SWITCHGEAR IN THE
<br />RECEIVING AREA. AT THE- SWITCHGEAR, PAINT- THE EXPOSED PORTION OF THE CONCRETE
<br />HOUSEKEEPING PAD YELLOW.
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<br />DATE:
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<br />IS JOBNUMBER:
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