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011 31 00 COORDINATION
<br />A. CONTRACTOR COORDINATION:
<br />1. CONTRACTOR SHALL COORDINATE THE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF
<br />CONSTRUCTION ELEMENTS,
<br />2. CONTRACTOR SHALL COORDINATE SPACE REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SYSTEMS, AND SHALL
<br />MAKE RUNS PARALLEL WITH LINES OF BUILDING.
<br />3. CONTRACTOR SHALL EXECUTE CUTTING AND PATCHING TO INTEGRATE ELEMENTS OF THE WORK, REMOVE ILL-TIMED
<br />AND DEFECTIVE WORK AND REPLACE WITH NEW WORK CONFORMING TO THE REQUIREMENTS OF THE CONTRACT
<br />DOCUMENTS.
<br />4. CONTRACTOR SEAL ALL NEW PENETRATIONS THROUGH FLOORS, WALLS, AND CEILINGS AS SPECIFIED HEREIN.
<br />013120 PROJECT MEETINGS
<br />A. PRE -CONSTRUCTION MEETING: PRIOR TO THE START OF WORK, CONTRACTOR AND OWNER SHALL HOLD A
<br />PRE -CONSTRUCTION MEETING TO DETERMINE THE EXACT SEQUENCING AND PHASING OF CONSTRUCTION,
<br />B. PROGRESS MEETINGS: ROGRESS MEETINGS CALLED BY THE OWNER'S REPRESENTATIVE AND/OR THROUGHOUT THE
<br />PROGRESS OF THE WORK.
<br />C� PRE -INSTALLATION MEETING: CONVENE A PREdNSTALLATION MEETING WHEN IT 13 REQUIRED FOR THE WORK.
<br />REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING, OR AFFECTED BY, THE WORK..
<br />D. GENERAL CONTRACTOR IS TO PROVIDE ALL MEETING AGENDAS, MINUTES AND DISTRIBUTION THEREOF.
<br />01 33 00 SUBMITTAL PROCEDURES, SCHEDULES AND SHOP DRAWINGS
<br />A. SUBMITTAL PROCEDURE:
<br />1 . IDENTIFY DEVIATIONS FROM CONTRACT DOCUMENTS.
<br />2. REVIEW AND SIGN EACH SUBMITTAL PRIOR TO SUBMITTAL TO OWNER'S REPRESENTATIVE, UNSIGNED SUBMITTALS MAY
<br />BE RETURNED WITHOUT REVIEW.
<br />1 SUBMIT 6 COPIES OF THE SUBMITTALS, OR ADDITIONAL IF THE CONTRACTOR REQUIRESMORE SETS, ALLOW FOR TWO THAT
<br />WILL BE RETAINED BY OWNER, ONE BY THE ARCHITECT, AND ONE BY THE RELATED CONSULTANT.
<br />4� TRANSMIT EACH ITEM TOTHE ARCHITECT UNLESS DIRECTED OTHERWISE. INCLUDE PROJECT NAME, CONTRACTOR NAME,
<br />SUBCONTRACTOR OR SUPPLIER NAME, AND DRAWING SHEET, DETAIL NUMBER, OR SPECIFICATION SECTION NUMBER
<br />CORRESPONDING TO THE SUBMITTAL AS APPROPRIATE,
<br />5. MAKE SUBMITTALS AS REQUIRED TO CAUSE NO DELAY IN THE WORK, ALLOW SUFFICIENT TIME FOR POSSIBLE REVISION
<br />AND RESUBMITTAL OF REJECTED SUBMITTALS.
<br />6. REVISE AND RESUBMIT REJECTED SUBMITTALS AS REQUIRED TO OBTAIN APPROVAL,
<br />B. PROGRESS AND VALUE SCHEDULES: SUBMIT THE FOLLOWING TO ARCHITECT AND OWNER.
<br />I . PROGRESS SCHEDULE: SUBMIT HORIZONTAL BAR CHART WITH SEPARATE BAR FOR EACH MAJOR TRADE OR OPERATION,
<br />IDENTIFYING FIRST WORK DAY OF EACH WEEK.
<br />2. SCHEDULE OF VALUES:
<br />a) SUBMIT TYPED SCHEDULE ON FORM AS APPROVED BY OWNER'S REPRESENTATIVE,
<br />b) SUBDIVIDE INTO EACH MAJOR TRADE OR CATEGORY OF WORK.
<br />c) INCLUDE A LINE ITEM AMOUNT FOR EACH ALLOWANCE, AS APPLICABLE.
<br />d) INCLUDE IN EACH LINE ITEM A DIRECTLY PROPORTIONAL AMOUNT OF CONTRACTORS OVERHEAD AND PROFIT.
<br />3. SUBMIT PROGRESS AND VALUE SCHEDULES IN DUPLICATE WITHIN 5 DAYS AFTER NOTICE TO PROCEED,
<br />4. SUBMIT REVISED SCHEDULES WITH EACH APPLICATION FOR PAYMENT.
<br />C. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES: (THESE WILL BE APPROVED BY BOTH A&E AND LSG REPRESENTATIVE
<br />1 � SHOP DRAWINGS:
<br />a) SUBMIT SHOP DRAWINGS IN THE FORM OF6 LEGIBLE COPIES I
<br />b) UNLESS SPECIFIED OTHERWISE, SHOP DRAWINGS SHALL SHOW QUANTITIES, MATERIALS, METHODS OF ASSEMBLY,
<br />ADJACENT CONSTRUCTION, DIMENSIONS, AND OTHER APPROPRIATE INFORMATION TO FULLY ILLUSTRATE THE WORK.
<br />2. PRODUCT DATA:
<br />a) MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS AND OTHER DATA; SUPPLEMENT
<br />MANUFACTURES STANDARD DATA TO PROVIDE INFORMATION UNIQUE TO THE WORK.
<br />1 SAMPLES:
<br />a) SUBMIT SAMPLES AS SPECIFIED IN THE TECHNICAL SECTIONS.
<br />b) INCLUDE IDENTIFICATION ON EACH SAMPLE GIVING FULL INFORMATION.
<br />c) SUBMIT THREE SAMPLES, ONE OF WHICH WILL BE RETAINED BY ARCHITECT UNLESS INDICATED OTHERWISE IN THE
<br />TECHNICAL SECTION.
<br />D. CERTIFICATES: SUBMIT THE ORIGINAL SIGNED VERSION TO OWNER'S REPRESENTATIVE.
<br />01 45 00 QUALITY CONTROL
<br />A.STANDARDS:
<br />1 . COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN FIELD CONDITIONS OR SPECIFIED REQUIREMENTS INDICATE MORE
<br />RIGID STANDARDS OR MORE PRECISE WORKMANSHIP.
<br />2� PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF APPLICABLE CODES, ORDINANCES, LAWS,
<br />REGULATIONS, SAFETY ORDERS, AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK.
<br />1 PERFORM WORK WITH PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY.
<br />4. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONFLICT EXISTS
<br />BETWEEN MANUFACTURER'S RECOMMENDATIONS AND THE SPECIFIED REQUIREMENTS, NOTIFY ARCHITECT IMMEDIATELY.
<br />B. EXAMINATION PRIOR TO INSTALLATION:
<br />1 . PRIOR TO STARTING WORK OF EACH TRADE OR LOCATION, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES
<br />AND VERIFY THAT SUCH WORK 13 COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE.
<br />NOTIFY THE OWNER'S REPRESENTATIVE OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF
<br />THE WORK.
<br />2� DO NOT BEGIN INSTALLATION UNTIL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES
<br />ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE
<br />CONDITIONS.
<br />01 5000 TEMPORARY FACILITIES AND CONTROLS
<br />A. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO SITE AND WITHIN SITE TO PROVIDE UNINTERRUPTED ACCESS TO
<br />EMERGENCY AND OWNERS VEHICLES.
<br />B. FIRE SAFETY: COMPLY WITH LOCAL REGULATIONS AND WITH APPLICABLE PROVISIONS OF INTERNATIONAL FIRE CODE FOR
<br />FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION OPERATIONS.
<br />C. TEMPORARY CONSTRUCTION:
<br />1. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE FOR MODIFICATIONS TO EXISTING SYSTEMS OR FACILITIES.
<br />2. REMOVE AND DISPOSE OF TEMPORARY BARRICADES OR FACILITIES WHEN USE IS NO LONGER REQUIRED. CLEAN AND
<br />REPAIR DAMAGE CAUSED BY INSTALLATION] OR USE OF TEMPORARY BARRICADES OR FACILITIES.
<br />D. CONSTRUCTION CLEANING:
<br />1. CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH ON A DAILY BASIS. PERIODICALLY DISPOSE OF WASTE
<br />OFF -SITE.
<br />F. SMOKING: SMOKING SHALL BE PROHIBITED IN ALL INTERIOR SPACES.
<br />01 5713 - TEMPORARY EROSION, SEDIMENT, AND POLLUTION CONTROL
<br />PART I -
<br />1.1 DESCRIPTION
<br />A� THIS SECTION DESCRIBES TEMPORARY MEASURES AND MONITORING TO CONTROL WATER POLLUTION, SOIL EROSION, AND
<br />SILTATION. EROSION, SEDIMENT, AND POLLUTANT CONTROL (ESPC) DEVICES OR METHODS INCLUDE THE USE OF BERMS, DIKES,
<br />DAMS, SEDIMENT BASINS, FIBER MATS, GRAVEL, MULCHES, SEDIMENT (FILTER) FENCES, GRASSES, SLOPE DRAINS, AND OTHER
<br />TECHNIQUES.
<br />1.2 REFERENCES AND APPLICABLE CODES
<br />A. ASTM: AMERICAN SOCIETY FOR TESTING MATERIALS
<br />B. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT 1200-CA DAL ED FEBRUARY 20,2001
<br />1.3 SUBMITTALS
<br />A. AT THE PRE -CONSTRUCTION MEETING, SUBMIT THE FOLLOWING SUPPLEMENTAL ESPC INFORMATION:
<br />1 . CONSTRUCTION START AND COMPLETION DATES.
<br />2, DATES WHEN ESPC MEASURES WILL BE IN PLACE.
<br />3. PROJECTED DATE OF REMOVAL OF EROSION CONTROL STRUCTURES (AFTER SOIL IS STABILIZED).
<br />/L DESCRIPTION OF CONTROL PROCEDURES TO PREVENT THE DISCHARGE OF ALL WASH WATER FROM CONCRETE TRUCKS INTO
<br />THE STORM SEWER SYSTEM.
<br />5. DESCRIPTION OF PROCEDURES FOR PROMPT MAINTENANCE OR REPAIR OF ESPC MEASURES UTILIZED ON -SITE.
<br />6. DESCRIPTION OF CLEARING AND GRADING PRACTICES, INCLUDING A SCHEDULE OF IMPLEMENTATION, THAT WILL MINIMIZE
<br />THE AREA OF EXPOSED SOIL THROUGHOUT THE DURATION OF THE PROJECT. (WHENEVER PRACTICABLE, CLEARING AND
<br />GRADING SHALL BE PHASED TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION.)
<br />7. DESCRIPTION OF BEST MANAGEMENT PRACTICES THAT WILL BE USED TO PREVENT OR MINIMIZE STORM WATER FROM BEING
<br />EXPOSED TO POLLUTANTS FROM SPILLS, CLEANING AND MAINTENANCE ACTIVITIES, AND WASTE HANDLING ACTIVITIES.
<br />THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY AS WELL AS
<br />DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS.
<br />& NAME, TITLE, AND TELEPHONE NUMBER OF DESIGNATED EMPLOYEE TO PERFORM THE CONTRACTOR'S INSPECTION AND
<br />MONITORING OF ESPC MEASURES.
<br />B� ANY REQUESTED CHANGES OR MODIFICATIONS TO THE ESPC MEASURES SHOWN ON THE DRAWINGS SHALL BE SUBMITTED TO
<br />THE PORT FOR APPROVAL PRIOR TO IMPLEMENTATION. UPON REQUEST BY THE PORT, THE CONTRACTOR SHALL SUBMIT
<br />UPDATED ESPC DRAWINGS WHICH INCLUDE THE LATEST MODIFICATIONS.
<br />C. ESPC INSPECTION RECORDS SHALL BE SUBMITTED WITH THE CONTRACTOR'S MONTHLY REQUEST FOR PAYMENT.
<br />PART 2 - PRODUCTS
<br />2.1 SEDIMENT FENCE
<br />A. MEET THE REQUIREMENTS OF ASTM D6461.
<br />PART 3 - EXECUTION
<br />3.1 GENERAL
<br />A. THE IMPLEMENTATION OF THE ESPO MEASURES AND THE CONSTRUCTION, PERFORMANCE MONITORING, MAINTENANCE,
<br />REPLACEMENT, AND UPGRADING OF THE ESPC MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL
<br />CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION/LANDSCAPING IS ESTABLISHED,
<br />B. THE ESPO MEASURES SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED IN CONJUNCTION WITH ALL FARTHWORK ACTIVITIES
<br />AND IN A MANNER THAT ENSURES THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,
<br />ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
<br />C� THE ESPC MEASURES SHOWN ON THE DRAWINGS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS AND
<br />CONTRACTOR METHODS AND SEQUENCES, DURING THE CONSTRUCTION PERIOD, THE ESPC MEASURES SHALL BE UPGRADED AS
<br />NEEDED FOR UNEXPECTED CONDITIONS, STORM EVENTS, OR CONTRACTOR METHODS OR SEQUENCES AND TO ENSURE THAT
<br />SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE.
<br />D� THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING TEMPORARY EROSION CONTROL MEASURES DURING
<br />CONSTRUCTION TO CORRECT UNFORESEEN CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL EROSION
<br />CONTROL DUE TO THE CONTRACTOR'S NEGLIGENCE, CARELESSNESS, OR FAILURE TO INSTALL PLANNED CONTROLS AS A PART
<br />OF THE WORK.
<br />3.2 CONSTRUCTION DETAILS
<br />. A. NO VISIBLE OR MEASURABLE EROSION MATERIAL OR POLLUTANT SHALL EXIT THE CONSTRUCTION SITE. VISIBLE OR MEASURABLE
<br />IS DEFINED AS:
<br />1 . DEPOSITS OF MUD, DIRT, SEDIMENT OR SIMILAR MATERIAL EXCEEDING 1/2 CUBIC FOOT IN VOLUME IN ANY AREA OF 100
<br />SQUARE FEET OR LESS ON PUBLIC OR PRIVATE STREETS, ADJACENT PROPERTY, OR INTO THE STORM AND SURFACE WATER
<br />SYSTEM, EITHER BY DIRECT DEPOSIT, DRIPPING, DISCHARGE, OR AS A RESULT OF THE ACTION OF EROSION.
<br />2. EVIDENCE OF CONCENTRATED FLOWS OF WATER OVER BARE SOILS; TURBID OR SEDIMENT LADEN FLOWS; OR EVIDENCE OF
<br />ON -SITE EROSION SUCH AS RIVULETS ON BARE SOIL SLOPES, WHERE THE FLOW OF WATER IS NOT FILTERED OR CAPTURED
<br />ON THE SITE.
<br />3. EARTH SLIDES, MUD FLOWS, EARTH SLOUGHING, OR OTHER EARTH MOVEMENT WHICH LEAVES THE PROPERTY,
<br />B� EMPLOY ALL REASONABLE MEANS AND METHODS TO CONTROL OR DIVERT UPSLOPE STORMWATER RUNOFF AWAY FROM
<br />CLEARED AND GRUBBED AREAS, STOCKPILED MATERIALS, AND OTHER DISTURBED AREAS THAT WILL BE OPEN OR STOCKPILED
<br />FOR PERIODS LONGER THAN 2 WEEKS.
<br />C. PRESERVE EXISTING VEGETATION WHERE PRACTICABLE AND REVEGETATE OPEN AREAS AFTER GRADING OR CONSTRUCTION,
<br />D. CONTINUOUSLY SECURE OR PROTECT SOIL STOCKPILES FROM RUNOFF AND EROSION THROUGHOUT THE PROJECT WITH
<br />TEMPORARY SOIL STABILIZATION MEASURES OR PROTECTIVE COVER,
<br />E� IF CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE, THE ENTIRE SITE SHALL BE STABILIZED USING VEGETATION OR A
<br />HEAVY MULCH LAYER, TEMPORARY SEEDING, OR ANOTHER METHOD THAT DOES NOT REQUIRE GERMINATION TO CONTROL
<br />EROSION.
<br />F. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATERTIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED
<br />ON -SITE UNTIL DRIPPING HAS BEEN REDUCED TO MINIMIZE SPILLAGE ON ROADS AND STREETS,
<br />G. CLEAN ALL CATCH BASINS AND INLETS PROTECTED FROM SEDIMENT PRIOR TO FINAL ACCEPTANCE. THE CLEANING OPERATION
<br />SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br />.
<br />H. ESPC MEASURES INSTALLED DURING CONSTRUCTION SHALL BE REMOVED WHEN CONSTRUCTION AND SITE DISTURBANCE
<br />ACTIVITY ARE COMPLETE AND PERMANENT SOIL STABILIZATION IS IN PLACE.
<br />1. REMOVE AND DISPOSE OF WASTE AND UNUSED BUILDING MATERIAL.
<br />01 5713 - TEMPORARY EROSION, SEDIMENT, AND POLLUTION CONTROL (CONTINUED)
<br />3.3 MONITORING AND REPORTING REQUIREMENTS
<br />A. THE CONTRACTOR SHALL DESIGNATE AN EMPLOYEE TO PERFORM INSPECTIONS OF ESPC MEASURES. INSPECTIONS SHALL BE
<br />CONDUCTED BY A PERSON KNOWLEDGEABLE IN THE PRINCIPLES AND PRACTICE OF EROSION AND SEDIMENT CONTROLS WHO
<br />POSSESSES THE SKILLS TO ASSESS CONDITIONS AT THE CONSTRUCTION SITE THAT COULD IMPACT STORMWATER QUALITY, IS
<br />KNOWLEDGEABLE IN THE CORRECT INSTALLATION OF THE EROSION AND SEDIMENT CONTROLS, AND IS ABLE TO ASSESS THE
<br />EFFECTIVENESS OF ANY SEDIMENT AND EROSION CONTROL MEASURES SELECTED TO CONTROL THE QUALITY OF STORMWATER
<br />DISCHARGES FROM THE CONSTRUCTION ACTIVITY.
<br />1 . FOR PROJECTS OF FIVE OR MORE ACRES, INSPECTIONS SHALL BE CONDUCTED BY A PERSON CERTIFIED IN AN EROSION AND
<br />SEDIMENT CONTROL PROGRAM APPROVED BY OREGON DEQ INCLUDING, BUT NOT LIMITED TO:
<br />a. CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL.
<br />b. CERTIFIED PROFESSIONAL IN STORMWATER QUALITY.
<br />c. WASHINGTON STATE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD.
<br />d. ROGUE VALLEY SEWER SERVICES EROSION AND SEDIMENT CONTROL CERTIFICATION.
<br />B. INSPECT EROSION CONTROL MEASURES DAILY AND MAINTAIN AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
<br />C. FOR INACTIVE PERIODS OF WORK, INSPECT ESPC MEASURES AT LEAST ONCE EVERY 14 DAYS AND WITHIN 24 HOURS AFTER ANY
<br />STORM WITH PRECIPITATION GREATER THAN 0.5 INCHES PER 24-HOUR PERIOD.
<br />D. VISIBLY MONITOR STORMWATER RUNOFF TO EVALUATE THE EFFECTIVENESS OF THE EROSION CONTROL MEASURES OR
<br />PRACTICES. IF VISIBLE QUANTITIES OF SEDIMENT ARE LEAVING THE PROPERTY, TAKE CORRECTIVE ACTION IMMEDIATELY. NOTIFY
<br />THE PORT OF ALL CORRECTIONS AND VIOLATIONS.
<br />E� THE CONTRACTOR SHALL KEEP A RECORD OF INSPECTIONS. THIS RECORD SHALL BE MADE AVAILABLE TO THE PORT UPON
<br />REQUEST AND SHALL BE SUBMITTED WITH EACH REQUEST FOR PAYMENT.
<br />F. VISUAL INSPECTIONS SHALL DOCUMENT THE FOLLOWING INFORMATION:
<br />1 � INSPECTION DATE, INSPECTOR'S NAME, WEATHER CONDITIONS, AND RAINFALL AMOUNT FOR PAST 24 HOURS (INCHES).
<br />(RAINFALL INFORMATION CAN BE OBTAINED FROM THE NEAREST WEATHER RECORDING STATIONL)
<br />2. LIST OBSERVATIONS OF ALL BEST MANAGEMENT PRACTICES (BMPS): EROSION AND SEDIMENT CONTROLS, CHEMICAL AND
<br />WASTE CONTROLS, LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE, STATUS OF AREAS THAT EMPLOY TEMPORARY
<br />OR FINAL STABILIZATION CONTROL, SOIL STOCKPILE AREA, AND NON-STORMWATER CONTROLS.
<br />3. AT REPRESENTATIVE DISCHARGE LOCATION(S) FROM THE CONSTRUCTION SITE, CONDUCT OBSERVATION AND DOCUMENT
<br />THE QUALITY OF THE DISCHARGE FOR ANY TURBIDITY, COLOR, SHEEN, OR FLOATING MATERIALS. IF POSSIBLE, IN THE
<br />RECEIVING STREAM, OBSERVE AND RECORD COLOR AND TURBIDITY OR CLARITY UPSTREAM AND DOWNSTREAM WITHIN 30
<br />FEET OF THE DISCHARGE FROM THE SITE. FOR EXAMPLE, A SHEEN OR FLOATING MATERIAL SHALL BE NOTED As
<br />PRESENTABSENT. IF PRESENT, IT MAY INDICATE POSSIBLE SPILL AND/OR LEAKAGE FROM VEHICLES OR MATERIALS
<br />STORAGE, OBSERVATION FOR TURBIDITY AND COLOR SHALL DESCRIBE ANY APPARENT COLOR, THE CLARITY OF THE
<br />DISCHARGE, AND APPARENT DIFFERENCES COMPARED WITH THE RECEIVING STREAM.
<br />4. IF VISUAL OR MEASURABLE AMOUNTS OF SEDIMENT ARE LEAVING THE PROPERTY, BRIEFLY EXPLAIN THE CORRECTIVE
<br />MEASURES TAKEN TO REDUCE THE DISCHARGE AND/011 CLEAN IT UP. DESCRIBE EFFORTS TO PREVENT FUTURE RELEASES.
<br />THE ESPC SHALL BE AMENDED ACCORDINGLY,
<br />5� IF A SITE IS INACCESSIBLE DUE TO INCLEMENT WEATHER, THE INSPECTION SHALL INCLUDE OBSERVATIONS AT A RELEVANT
<br />DISCHARGE POINT OR DOWNSTREAM LOCATION, IF PRACTICAL.
<br />01 60 00 PRODUCT REQUIREMENTS
<br />A. DELIVERY, STORAGE, AND HANDLING:
<br />1. TRANSPORT AND HANDLE PRODUCTS BY METHODS REQUIRED TO PREVENT PRODUCT DAMAGE.
<br />2. MANUFACTURED PRODUCTS SHALL REMAIN IN MANUFACTURER'S CONTAINERS OR PACKAGING, AND STORED IN
<br />ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, UNTIL READY FOR INSTALLATION.
<br />B. PRODUCT OPTIONS AND SUBSTITUTIONS:
<br />I . FURNISH PRODUCTS SPECIFIED, EXCEPT WHERE `OR APPROVED" IS USED. SUBSTITUTE PRODUCTS MAY BE SUBMITTED
<br />TO OWNER'S REPRESENTATIVE FOR APPROVAL.
<br />2. SUBSTITUTIONS WILL BE CONSIDERED ONLY FOR THE FOLLOWING REASONS:
<br />a) A PRODUCT BECOMES UNAVAILABLE DUE TO NO FAULT OF THE CONTRACTOR.
<br />b) A SUBSTITUTE PRODUCT WILL BE IN OWNER'S BEST INTEREST BY PROVIDING A COST SAVINGS OR SCHEDULE
<br />BENEFIT,
<br />3. DOCUMENT EACH SUBSTITUTION REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED
<br />SUBSTITUTION WITH CONTRACT DOCUMENTS ON SUBSTITUTION REQUEST FORM PROVIDED BY OWNER's
<br />REPRESENTATIVE.
<br />4� A SUBSTITUTION REQUEST CONSTITUTES A REPRESENTATION THAT CONTRACTOR:
<br />a) HAS INVESTIGATED PROPOSED PRODUCT AND HAS DETERMINED THAT IT MEETS OR EXCEEDS PERFORMANCE OF
<br />THE SPECIFIED PRODUCT, IN ALL RESPECTS.
<br />b) SHALL PROVIDE THE SAME WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCT.
<br />c) WILL COORDINATE INSTALLATION AND MAKE ANY CHANGES THAT MAY BE REQUIRED FOR WORK TO BE COMPLETE IN
<br />ALL RESPECTS.
<br />d) WILL WAIVES CLAIMS FOR ADDITIONAL COSTS THAT MAY SUBSEQUENTLY BECOME APPARENT.
<br />o) AGREES TO PAY ALL COSTS OF REDESIGN RELATED TO THE SUBSTITUTION.
<br />5. THE OWNER'S REPRESENTATIVE WILL DETERMINE ACCEPTABILITY OF PROPOSED SUBSTITUTION, AND WILL NOTIFY
<br />CONTRACTOR OF ACCEPTANCE OR REJECTION WITHIN A REASONABLE TIME.
<br />017700 CLOSEOUT PROCFDURES
<br />A. FINAL CLEANING:
<br />1. THOROUGHLY CLEAN ALL SURFACES PRIOR TO FINAL ACCEPTANCE.
<br />2. REMOVE ALL WASTE AND SURPLUS MATERIALS, RUBBISH, AND CONSTRUCTION FACILITIES FROM THE SITE.
<br />B, CLOSEOUT PROCEDURES:
<br />1 . COMPLY WITH PROCEDURES STATED IN GENERAL CONDITIONS OF THE CONTRACT (DOCUMENT AIA A-701) FOR
<br />SUBSTANTIAL AND FINAL COMPLETION.
<br />2. SUBMIT ALL CERTIFICATES OF APPROVAL ISSUED BY THE GOVERNING AUTHORITIES, INCLUDING, WITHOUT LIMITATION,
<br />THE FOLLOWING:
<br />a) CERTIFICATE OF OCCUPANCY.
<br />3. SUBMIT FINAL APPLICATION FOR PAYMENT IDENTIFYING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS, AND
<br />SUM REMAINING DUE.
<br />4. SUBMIT "CONTRACTOR'S AFFIDAVIT FOR PAYMENT OF DEBTS AND CLAIMS", AIA DOCUMENT G706.
<br />5. SUBMIT CONTRACTOR'S LIEN RELEASE FORM AND LIEN RELEASE FORMS FOR EACH SUBCONTRACTOR.
<br />6. ALL CLOSEOUT PROCEDURES SHALL BE COMPLETE WITHIN 45 DAYS OF STORE OPENING.
<br />C. PROJECT RECORD DOCUMENTS:
<br />I . MAINTAIN A COMPLETE SET OF RECORD DRAWINGS THAT CLEARLY AND NEATLY INDICATE EXACT INSTALLED LOCATIONS
<br />OF ITEMS THAT WILL BE CONCEALED IN THE WORK SUCH AS CONDUIT, PIPING, DUCTS, REINFORCING, MECHANICAL AND
<br />ELECTRICAL EQUIPMENT, AND SIMILAR ITEMS, SHOW ALL CHANGES FROM THE CONTRACT DOCUMENTS, AND ALL
<br />UNCOVERED EXISTING CONDITIONS THAT WILL BE SUBSEQUENTLY CONCEALED.
<br />2. RECORD DRAWINGS SHALL BE USED FOR NO OTHER PURPOSE AND SHALL BE STORED SEPARATELY FROM THOSE USED
<br />FOR CONSTRUCTION.
<br />3. DOCUMENTS SHALL BE IN SAME FORMAT AS THE CONSTRUCTION DOCUMENTS.
<br />4. AT CONTRACT CLOSEOUT, SUBMIT DOCUMENTS WITH TRANSMITTAL LETTER CONTAINING DATE, PROJECT TITLE,
<br />CONTRACTOR'S NAME AND ADDRESS, LIST OF DOCUMENTS, AND SIGNATURE OF CONTRACTOR.
<br />D. SUBMITTALS: IN ADDITION TO SUBMITTALS REQUIRED BY THE CONDITIONS OF THE CONTRACT, AND SUBMITTALS REQUIRED
<br />BY SECTION 01 33 00, FURNISH SUBMITTALS REQUIRED BY GOVERNING AUTHORITIES, AND SUBMIT A FINAL STATEMENT OF
<br />ACCOUNTING GIVING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS, AND SUM REMAINING DUE.
<br />E� OPERATION AND MAINTENANCE DATA: (TWO COPIES REQUIRED, SEPARATE BINDERS):
<br />1. SUBMIT COMPLETE DATA FOR EACH PIECE OF EQUIPMENT AND COMPONENT USED IN THE WORK.
<br />2. SUBMIT OPERATION AND MAINTENANCE DATA FOR MECHANICAL AND ELECTRICAL SYSTEMS.
<br />3. ARRANGE IN A BINDER WITH A SECTION FOR EACH SYSTEM.
<br />F. SPARE PARTS AND MAINTENANCE MATERIALS: FURNISH PRODUCTS, SPARE PARTS, AND MAINTENANCE MATERIALS IN
<br />QUANTITIES SPECIFIED IN EACH SECTION, IN ADDITION TO THAT USED FOR CONSTRUCTION OF WORK. COORDINATE WITH
<br />OWNER; DELIVER TO OWNER'S REPRESENTATIVE AND OBTAIN RECEIPT PRIOR TO FINAL PAYMENT.
<br />02 22 60 SELECTIVE DEMOLITION
<br />A. BY WHATEVER MEANS NECESSARY, VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO DEMOLITION.
<br />B� DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE WORK.
<br />C. PROTECT EXISTING UTILITIES AND STRUCTURAL MEMBERS FROM DAMAGE.
<br />D� DURING DEMOLITION OPERATIONS, NOTIFY THE OWNER'S REPRESENTATIVE OF CONDITIONS THAT DIFFER SUBSTANTIALLY
<br />FROM THOSE INDICATED, SPECIFIED, OR EXPECTED. PERFORM NO DEMOLITION IN SUCH AREAS, UNLESS APPROVED BY THE
<br />OWNER'S REPRESENTATIVE,
<br />E. EXCEPT WHERE NOTED OR SPECIFIED OTHERWISE, TAKE POSSESSION OF MATERIALS BEING DEMOLISHED, AND
<br />IMMEDIATELY REMOVE FROM SITE AND LEGALLY DISPOSE OF. DO NOT OVERLOAD EXISTING CONSTRUCTION TO REMAIN
<br />WITH DEMOLISHED MATERIALS.
<br />F. CAREFULLY REMOVE, STORE, AND PROTECT MATERIALS AND COMPONENTS TO BE REUSED.
<br />G. CAREFULLY REMOVE, PROTECT, AND TURN OVER AS DIRECTED, MATERIALS AND COMPONENTS CLAIMED BY OWNER FOR
<br />SALVAGE, PRIOR TO DEMOLITION, CONTACT OWNERS REPRESENTATIVE TO DETERMINE WHICH
<br />ITEMS WILL BE CLAIMED.
<br />H, WHERE CUT EDGES OF THE EXISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLETED WORK, CUT IN UNIFORM
<br />STRAIGHT LINES, CONCRETE AND MASONRY SHALL BE SAW -CUT OR CORE DRILLED.
<br />1. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO ADDITIONAL COST.
<br />J. ALL WALL PENETRATIONS TO BE X-RAYED PRIOR TO DRILLING WALL TO VERIFY REINFORCEMENTS OR ENCAPSULATED UTILITY.
<br />08 38 00 TRAFFIC DOORS
<br />A. MATERIALS:
<br />1. MONOLITHICALLY (ONE PIECE) FORMED INSULATED CROSS -LINKED POLYETHYLENE HIGH IMPACT DOOR SYSTEMS,
<br />2. HARDWARE AND ACCESSORIES.
<br />B, MANUFACTURER QUALIFICATIONS: MINIMUM 5 YEARS EXPERIENCE IN PRODUCING DOORS OF THE TYPE SPECIFIED.
<br />C. DELIVER PRODUCTS IN MANUFACTURER'S ORIGINAL UNOPENED PACKAGES WITH LABEL LEGIBLE AND INTACT.
<br />1. EXAMINE DOORS UPON DELIVERY FOR DAMAGE.
<br />2. VERIFY DOORS WERE SHIPPED ON EDGE ORIN UPRIGHT POSITION AS INDICATED ON PACKAGING BY MANUFACTURER.
<br />a. NOTE SPECIFIC DOORS SHIPPED IN OTHER THAN ON EDGE OR UPRIGHT POSITION ON BILL OF LADING AND CONTACT
<br />D. STORE DOORS AT PROJECT SITE ON EDGE ORIN UPRIGHT POSITION AND UNDERCOVER FOLLOWING MANUFACTURER'S
<br />INSTRUCTIONS PRINTED ON CARTON.
<br />E� PROVIDE MANUFACTURER'S STANDARD WARRANTY AGAINST PANEL BREAKAGE FOR 2 YEARS FROM THE DATE OF INSTALLATION,
<br />F. MANUFACTURERS
<br />1. ACCEPTABLE MANUFACTURER: CHASE INDUSTRIES, INC; 10021 COMMERCE PARK DRIVE, CINCINNATI, OH 45246, OR 2809 SW
<br />13TH STREET, REDMOND, OR 97756. ASD. TEL: (800) 543-4455. FAX: (800)245-7045. WEBSITE: WWW.CHASEDOORS.COM.
<br />EMAIL: INFO@CHASEDOORS.COM.
<br />G. POLYETHYLENE IMPACT DOORS
<br />1. DOOR PANELS: MONOLITHIC, ONE PIECE, HOLLOW SHELL OF HIGH IMPACT CROSS -LINKED POLYETHYLENE WITH TEXTURED
<br />FINISH.
<br />si. PANEL THICKNESS: 1-7/8 INCH (47 MM), OVERALL, WITH MINIMUM 1/4 INCH WALL THICKNESS AND R-VALUE OF 12.54;
<br />b. DURULITE INDUSTRIAL.
<br />CORE: HIGH DENSITY, FOAMED -IN -PLACE, NON-CFC URETHANE BONDED TO INTERIOR OF THE GROSS LINKED
<br />POLYETHYLENE SHELL.
<br />DIMENSIONAL TOLERANCES: MAXIMUM VARIATION IN WIDTH AND HEIGHT FROM NOMINAL DIMENSIONS STATED IN
<br />CONTRACT DOCUMENTS OF PLUS/MINUS 1/4 INCH.
<br />LEADING EDGE: BLADE -TYPE GASKET, SET IN MOLDED IN KEYWAY; BOTTOM EDGE: BLADE TYPE GASKET SET IN
<br />MOLDED IN KEYWAY.
<br />BOTTOM EDGE: BLADE TYPE GASKET SET IN ALUMINUM NOSING.
<br />BETWEEN BACK OF DOOR AND JAMB: BLADE TYPE GASKET SET IN MOLDED IN KEYWAY.
<br />BETWEEN BACK OF DOOR AND JAMB: BLADE TYPE GASKET SET IN ALUMINUM NOSING.
<br />TOP EDGE: COEXT RUDED PVC EXTRUSION WITH FLEXIBLE PVC GASKET.
<br />2. HINGE SYSTEM:
<br />a. UPPER HINGE: SELF -CLOSING "WCAM DESIGN WITH ROLLER ASSEMBLY ALLOWING UP AND DOWN ADJUSTMENTS
<br />b. HINGE SEAL: BLACK PVC WITH FLEXIBLE NYLON REINFORCED VINYL SKIRT AND GALVANIZED STEEL BACKER PLATE.
<br />I . RISE: 3/4 INCH (1 9 MM).
<br />2. 180 DEGREE SWING.
<br />1 PROVIDE SPRING ASSIST,
<br />c. LOWER HINGE: PILLOW BLOCK DESIGN OF DUCTILE IRON WITH ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE
<br />SLEEVE AND DUCTILE IRON LOWER HINGE ADAPTER THAT HAS PROVISION FOR MOUNTING AN OPTIONAL SPRING
<br />ASSIST.
<br />3. VISION PANEL: 1 J8 INCH (3 MM) THICK POLYCARBONATE, DOUBLE GLAZED UNIT,
<br />a. FRAME: ALUMINIUM, RECESSING GLAZING MINIMUM OF 1/8 INCH FROM FACE OF PANEL.
<br />I � HEIGHT FROM FINISH FLOOR TO BOTTOM OF VIEWING AREA: 48 INCHES, MAXIMUM.
<br />2� VISION PANEL HEIGHT: 22�1/21NCHES�
<br />3. VISION PANEL WIDTH: 20-1/2 INCHES
<br />4. GASKETS: 55 TO 70 DUROMETER EXTRUDED BLACK SANTOPRENE WITH WINGS THAT SEAL AGAINST ROUNDED EDGES OF
<br />DOOR, FITTED INTO MATCHING PRE -FORMED GASKET KEY AND HELD BY FRICTION.
<br />5. BUMERS: POLYETHYLENE SPRING TYPE WITH 4 INCH PROJECTION.
<br />I � HEIGHT: 42 INCHES�
<br />2� COLOR: ROYAL BLUE.
<br />6. ACCESSORIES: LIMITING POSTS (BOLLARDS) AS SHOWN BY ARCHITECT ON PLANS.
<br />H. VERIFY THAT OPENINGS ARE READY TO RECEIVE WORK AND OPENING DIMENSIONS AND CLEARANCES AREAS INDICATED ON
<br />DRAWINGS.
<br />1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,
<br />2, COORDINATE SEQUENCE OF INSTALLATION WITH OTHER WORK TO AVOID DELAYS.
<br />3. INSTALL DOORS ACCURATELY WITH CLEARANCES, ANCHORS, HARDWARE AND ACCESSORIES ACCORDING � TO
<br />ATA AND AS SPECIFIED, FREE FROM WARP, TWIST, OR DISTORTION.
<br />4. FOLLOW MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO:
<br />a. CLE N AND LUBRICATE OPERATING PARTS.
<br />b. ADJUST TO OPEN AND CLOSE SMOOTHLY AND FREELY WITHOUT BINDING.
<br />c. CHECK SEALS FOR PROPER FIT.
<br />5. CLEAN SURFACES SOILED BY WORK AS RECOMMENDED BY MANUFACTURER.
<br />6. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
<br />7. TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION,
<br />13 03 80 INSULATED REFRIGERATED WALK4N PANEL
<br />A. URETHANE INSULATED METAL WALL AND CEILING PANELS WITH RELATED ACCESSORIES.
<br />B. RELATED SECTIONS
<br />STEEL FABRICATION: SUPPORTING STRUCTURE.
<br />C� SYSTEM DESCRIPTION
<br />1 . GENERAL: CONSTRUCT PANEL SYSTEM TO PROVIDE FOR EXPANSION AND CONTRACTION OF COMPONENT MATERIALS
<br />WITHOUT CAUSING BUCKLING, FAILURE OF JOINT SEALS, UNDUE STRESS ON FASTENERS, OR OTHER DETRIMENTAL EFFECTS
<br />TO THE PANEL SYSTEM OR ADJACENT BUILDING SYSTEMS, OR WARPING OF FACES OF PANEL SYSTEM.
<br />2. PERFORMANCE REQUIREMENTS: DESIGN AND CONSTRUCT PANELS TO MEET REQUIREMENTS AS INDICATED.
<br />a PANEL SURFACE TEMPERATURE DIFFERENTIAL OF 150 DEGREES.
<br />b DESIGN PANEL COMPOSITION TO RESIST WIND LOAD MANDATED BY CODE, WITH DEFLECTION LIMITOFL/180.
<br />1 AIR LEAKAGE: NOT GREATER THAN.06 CFM PER SQUARE FOOT WHEN TESTED IN COMPLIANCE WITH ASTM E283 AT 1.56
<br />POUNDS PER SQUARE FOOT.
<br />4. SYSTEMS TO BE SELF SUPPORTIVE WITH INTEGRAL STRUCTURE CAPABLE OF SUPPORTING BOX WALL AND CEILING PANELS
<br />ALONG WITH COILS, LIGHTS, CEILING WHERE NOTED AND MAINTENANCE PERSONAL ON TOP OF BOX UNITS.
<br />D. SUBMITTALS
<br />1. SUBMIT UNDER PROVISIONS OF SECTION 01300.
<br />2. PRODUCT DATA: MANUFACTURERS DATA SHEETS ON EACH PRODUCT TO BE USED, INCLUDING:
<br />a. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS
<br />b STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS.
<br />c DETAILED SPECIFICATION OF CONSTRUCTION AND FABRICATION,
<br />d MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br />e CERTIFIED TEST REPORTS INDICATING COMPLIANCE WITH SPECIFIED PERFORMANCE
<br />REQUIREMENTS.
<br />3� SHOP DRAWINGS: INDICATE DIMENSIONS, DESCRIPTION OF MATERIALS AND FINISHES, GENERAL CONSTRUCTION, SPECIFIC
<br />MODIFICATIONS, COMPONENT CONNECTIONS, ANCHORAGE METHODS, HARDWARE, AND INSTALLATION PROCEDURES,
<br />INCLUDING SPECIFIC REQUIREMENTS INDICATE
<br />a PROFILE AND GAUGE OF BOTH EXTERIOR AND INTERIOR SHEET.
<br />b METAL FINISH.
<br />0 RELATIONSHIP TO OTHER WORK.
<br />d FULLY SHOW DETAILS AND CONNECTIONS TO AND LOCATIONS OF SUPPORTING STEEL INDICATING CONTROL PO
<br />4. VERIFICATION SAMPLES: FOR EACH FINISH PRODUCT SPECIFIED, TWO SAMPLES, MINIMUM SIZE 6 INCHES (150 mm) SQUARE,
<br />REPRESENTING ACTUAL PRODUCT, COLOR, AND PATTERNS.
<br />5. QUALITY CONTROL SUBMITTALS:
<br />a STATEMENT OF QUALIFICATIONS. I
<br />b DESIGN DATA.
<br />c TEST REPORTS.
<br />E. QUALITY ASSURANCE
<br />I . MANUFACTURER/INSTALLER SHALL BE RESPONSIBLE FOR FABRICATION AND INSTALLATION OF PANEL AND SUPPORT
<br />FRAMING AS SPECIFIED IN THIS SECTION TO COMPLY WITH THE FOLLOWING:
<br />a SEISMIC LOAD ENGINEERING TO COMPLY WITH CODE REQUIREMENTS.
<br />2. MANUFACTURER'S QUALIFICATIONS: NOT LESS THAN 5 YEARS EXPERIENCE IN THE ACTUAL PRODUCTION OF SPECIFIED
<br />a COMPLY WITH RIGID FACTORY QUALITY CONTROL PROGRAM WHICH INCLUDES QUARTERLY UNANNOUNCED
<br />INSPECTIONS FROM UL, AND INDEPENDENT TESTING LABORATORIES PROVIDING REPORTS DIRECTLY TO CODE
<br />AUTHORITY.
<br />b SUCCESSFULLY COMPLETED NOT LESS THAN 100 COMPARABLE SCALE PROJECTS USING THIS SYSTEM,
<br />3. SHOP DRAWINGS: INDICATE DIMENSIONS, DESCRIPTION OF MATERIALS AND FINISHES, GENERAL CONSTRUCTION, SPECIFIC
<br />MODIFICATIONS, COMPONENT CONNECTIONS, ANCHORAGE METHODS, HARDWARE, AND INSTALLATION PROCEDURES,
<br />INCLUDING SPECIFIC REQUIREMENTS INDICATE
<br />a PROFILE AND GAUGE OF BOTH EXTERIOR AND INTERIOR SHEET.
<br />b METAL FINISH.
<br />c RELATIONSHIP TO OTHER WORK.
<br />d FULLY SHOW DETAILS AND CONNECTIONS To AND LOCATIONS OF SUPPORTING STEEL INDICATING CONTROL POINTS.
<br />4. VERIFICATION SAMPLES: FOR EACH FINISH PRODUCT SPECIFIED, TWO SAMPLES, MINIMUM SIZE 6 INCHES (150 mmMM)
<br />SQUARE, REPRESENTING ACTUAL PRODUCT, COLOR, AND PATTERNS.
<br />5. QUALITY CONTROL SUBMITTALS:
<br />a STATEMENT OF QUALIFICATIONS,
<br />b DESIGN DATA.
<br />c TEST REPORTS.
<br />E. QUALITY ASSURANCE
<br />1, MANUFACTURER/INSTALLER SHALL BE RESPONSIBLE FOR FABRICATION AND INSTALLATION OF PANEL AND SUPPORT FRAMING
<br />AS SPECIFIED IN THIS SECTION TO COMPLY WITH THE FOLLOWING:
<br />a SEISMIC LOAD ENGINEERING TO COMPLY WITH CODE REQUIREMENTS.
<br />2. MANUFACTURER'S QUALIFICATIONS: NOT LESS THAN 5 YEARS EXPERIENCE IN THE ACTUAL PRODUCTION OF SPECIFIED
<br />PRODUCTS.
<br />a COMPLY WITH RIGID FACTORY QUALITY CONTROL PROGRAM WHICH INCLUDES QUARTERLY UNANNOUNCED
<br />INSPECTIONS FROM UL, AND INDEPENDENT TESTING LABORATORIES PROVIDING REPORTS DIRECTLY TO CODE
<br />AUTHORITY.
<br />b SUCCESSFULLY COMPLETED NOT LESS THAN 100 COMPARABLE SCALE PROJECTS USING THIS SYSTEM.
<br />3. INSTALLER'S QUALIFICATIONS: FIRM EXPERIENCED IN INSTALLATION OF SYSTEMS SIMILAR IN COMPLEXITY TO THOSE
<br />REQUIRED FOR THIS PROJECT, INCLUDING SPECIFIC REQUIREMENTS INDICATED.
<br />a ACCEPTABLE TO OR LICENSED BY MANUFACTURER.
<br />b NOT LESS THAN 3 YEARS EXPERIENCE WITH SYSTEMS.
<br />c SUCCESSFULLY COMPLETED NOT LESS THAN 5 COMPARABLE SCALE PROJECTS USING THIS SYSTEM. .
<br />4. PRODUCT REQUIREMENTS: .
<br />a METAL MEMBERS (PRONE TO RUST) AND WOOD OR WOOD BY-PRODUCTS (PRONE TO MOISTURE ABSORPTION AND ROT),
<br />SHALL NOT BE PERMITTED WITHIN THE PANEL CONNECTION SYSTEM. HOT DIPPED GALVANIZED METAL SHALL BE
<br />ALLOWED WITHIN THE PANEL CONSTRUCTION AS REQUIRED FOR STRENGTH.
<br />b PANEL JOINTS CONNECTION SYSTEM, TESTED IN ACCORDANCE WITH ASTM E283 "AIR LEAKAGE RATE TESTING`AND
<br />ASTM E96 "WATER VAPOR PERMEANCE RATE TESTING" SHALL HAVE AN AIR LEAKAGE RATE AT 75 PA OF O.00M3/H-M2
<br />(O.00CFM/SQ.FT.) AND A WATER VAPOR PERMEANCE RATE OF 0.00 PERMS.
<br />c INSULATED PANELS, RELATED ACCESSORIES, AND CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH THE
<br />REGULATORY AGENCIES, WHERE REQUIRED: (USDA, FDA)
<br />d WALL AND CEILING PANELS, INSULATED WITH URETHANE INSULATED, SHALL BE LISTED IN ACCORDANCE WITH
<br />ULC/ORD-C376-1995, ICC-ES LEGACY REPORT NO. 96-43,
<br />5. MOCK-UP: PROVIDE A MOCK-UP FOR EVALUATION OF SURFACE PREPARATION TECHNIQUES AND APPLICATION
<br />WORKMANSHIP.
<br />a FINISH AREAS DESIGNATED BY ARCHITECT.
<br />b DO NOT PROCEED WITH REMAINING WORK UNTIL WORKMANSHIP, COLOR, AND SHEEN ARE APPROVED BY ARCHITECT.
<br />c REFINISH MOCK-UP AREA AS REQUIRED TO PRODUCE ACCEPTABLE WORK.
<br />GE, AND HANDLING
<br />t STORE PRODUCTS IN PER MANUFACTURER'S RECOMMENDATION UNTIL READY FOR INSTALLATION,
<br />2� STORE AND DISPOSE OF SOLVENT -BASED MATERIALS, AND MATERIALS USED WITH SOLVENT -BASED MATERIALS,IN
<br />ACCORDANCE WITH REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION.
<br />G PROJECT CONDITIONS
<br />1. MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE, HUMIDITY, AND VENTILATION) WITHIN LIMITS RECOMMENDED
<br />BY MANUFACTURER FOR OPTIMUM RESULTS. DO NOT INSTALL PRODUCTS UNDER ENVIRONMENTAL CONDITIONS
<br />OUTSIDE MANUFACTURERS ABSOLUTE LIMITS.
<br />H. WARRANTY
<br />1. PROVIDE MANUFACTURERS STANDARD LIMITED WARRANTY.
<br />PRODUCTS
<br />A. MATERIALS
<br />1. PANEL GENERAL REQUIREMENTS: #1 8 GAUGE EMBOSSED ALUMINUM INSULATED FOAM CORE. FOAM SHALL CONTAIN
<br />THE HFC REFRIGERANT 245FA. WATER BLOWN FOAM IS NOT ACCEPTABLE. INSULATED WALL AND CEILING PANELS
<br />SHALL BE SUPPLIED IN 46 INCHES WIDTHS. PANEL LENGTHS SHALL BE FACTORY -SIZED TO MEET REQUIRED SITE
<br />DIMENSIONS WITH A MAXIMUM PANEL LENGTHS NOT TO EXCEED 14 FEET.
<br />PANEL THICKNESS: 4 INCHES.
<br />FINISH: WALL AND CEILING PANELS SHALL BE CLAD ON ALL EXPOSED AREAS WITH #1 8 GAUGE MILL
<br />BAKED WHITE EMBOSSED ALUMINUM(USDA ACCEPTED).
<br />CONCEALED AREAS OF PANELS (I.E. TOP OF CEILING, WALLS AGAINST BUILDING WALLS, ETC.)
<br />SHALL BE CLAD WITH #18 GAUGE EMBOSSED ALUMINUM.
<br />METAL SKINS SHALL BE THERMAL -SET TO THE INSULATION. INSULATED PANELS SHALL BE MANUFACTURED
<br />INDIVIDUALLY LAMINATED, ENSURING UNIFORM ADHESION BETWEEN METAL SKINS AND INSULATION.
<br />PANEL EDGES SHALL BE FABRICATED WITH A TONGUE -IN GROOVE TYPE PANEL CONNECTION SYSTEM. EXPOSED
<br />EDGES OF PANELS SHALL BE FITTED WITH GASKETS MOLDED INTO THE PANEL.
<br />SLEEVE -JOINTS SHALL BE SEALED INTERNALLY BY RUNNING CONTINUOUS BEADS OF BUTYLOID CAULKING (OR
<br />. APPROVED ALTERNATE) ALONG THE INSIDE EDGES OF THE FEMALE SIDES OF THE PANEL JOINTS.
<br />SLEEVE -JOINTS SHALL BE EXTERNALLY CAULKED FOR USDA INSPECTED AREAS ONLY, OR As SPECIFIED, WITH
<br />TREMCO PROGLAZE WHITE SILICONE (OR APPROVED ALTERNATE).
<br />PANELS SHALL BE FASTENED TOGETHER WITH PERMANENTLY ANCHORED CAM -ACTION LOCKING DEVICES
<br />MOLDED INTO THE URETHANE INSULATION AND SPACED ON A MAXIMUM OF 31 INCH CENTERS ON WALL PANELS
<br />AND 23 INCH CENTERS ON CEILING PANELS.
<br />2. WALL AND CEILING PANEL INSULATION:
<br />WALL PANELS AND CEILING PANELS SHALL CONSIST OF TYPE I URETHANE INSULATION.
<br />FINISHED PANELS SHALL HAVE AN R-VALUE OF 4.17 PER INCH AT 75 DEGREES F. INSULATION THICKNESS OF PANELS
<br />SHALL BE ADJUSTED IN ACCORDANCE WITH DESIGN R-VALUE REQUIREMENTS.
<br />INSULATION SHALL NOT CONTAIN CFCS OR HCFCS, OR OTHER EXPANDING AGENTS, URETHANE INSULATED TYPE I
<br />SHALL BE MANUFACTURED ENSURING UNIFORM DENSITIES THROUGHOUT THE INSULATION. URETHANE INSULATED
<br />TYPE I PANEL GRADE INSULATION SHALL MEET OR EXCEED FEDERAL STANDARDS.
<br />B. FABRICATION
<br />1. CORNERS: WHERE SPECIFIED, CORNER PANEL CONNECTIONS SHALL BEA SINGLE UNIT CORNER PANEL WITH A
<br />CONTINUOUS METAL SKIN ON THE OUTER BEND. CLOSURE STRIPS SHALL BE INSTALLED BETWEEN CORNERS OF BOXES
<br />AND BUILDING WALLS WHERE CONCEALED AREAS ARE CREATED. THE METAL TO CLOSE THIS AREA Is TO BE
<br />SUPPORTED ALONG BOTH EDGES AND PROVIDE SLIP JOINT FOR BUILDING MOVEMENT MADE OF 18 GAUGE MILL BAKED
<br />WHITE EMBOSSED ALUMINUM.
<br />EXECUTION
<br />A. EXAMINATION
<br />1. VERIFICATION OF CONDITIONS: EXAMINE AREAS AND CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND
<br />IDENTIFY CONDITIONS DETRIMENTAL TO PROPER OR TIMELY COMPLETION. VERIFY THAT STRUCTURAL STEEL SUPPORTS
<br />FOR WALL PANELS ARE WITHIN TOLERANCES IN THE AISC CODE OF STANDARD PRACTICE, SECTION 7 AND SUPPLEMENT
<br />MODIFICATION CONTROLLING SECTION 7.1 1 .3, ADJUSTABLE ITEMS. LIMIT MAXIMUM DEVIATION OF STEEL ALIGNMENT TO
<br />PLUS OR MINUS 3/16 INCH FROM THE CONTROL WITH A 1/8 INCH MAXIMUM CHANGE IN DEVIATION FOR ANY MEMBER FOR
<br />ANY 1 0 FEET LENGTH OF PANEL. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
<br />B. INSTALLATION
<br />1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
<br />C. TOLERANCES
<br />1. VARIATION: MAXIMUM VARIATION FROM VERTICAL OR HORIZONTAL PLANE, 1/4 INCH IN 12 FEET LENGTH SECTION OR 1/2
<br />INCH OVER TOTAL LENGTH.
<br />2. OFFSET: MAXIMUM OFFSET FROM TRUE ALIGNMENT BETWEEN TWO IDENTICAL MEMBERS ABUTTING END -TO -END: 1/8
<br />INCH
<br />D. FIELD QUALITY CONTROL
<br />1. MANUFACTURER'S FIELD SERVICES: MANUFACTURER SHALL MAKE PERIODIC INSPECTIONS AND ISSUE REPORT TO
<br />ARCHITECT REGARDING COMPLIANCE WITH MANUFACTURERS INSTALLATION RECOMMENDATIONS DEVELOPED FOR THE
<br />PROJECT.
<br />E. ADJUSTING
<br />1. REPAIR DAMAGE CAUSED DURING CONSTRUCTION, TOUCH-UP MARS, SCRATCHES, AND CUT EDGES TO MATCH
<br />ORIGINAL FINISH. IF REPAIRS CANNOT BE MADE TO COMPLY WITH ARCHITECT'S REQUIREMENTS, REMOVE DAMAGE AND
<br />INSTALL NEW MATERIALS.
<br />REFRIGERATION
<br />A. SYSTEMS
<br />1. SYSTEMS SHALL CONSIST OF CONDENSING UNIT AND EVAPORATOR COIL(S) AND SHALL BE MANUFACTURED BY
<br />HEATCRAFT-BOHN AND INCLUDE FACTORY MOUNTED BEACON CONTROL SYSTEM.
<br />2� SYSTEMS SHALL OPERATE WITH REFRIGERANT R-404A
<br />3. SYSTEMS OVER ONE (1) HORSEPOWER SHALL BE EQUIPPED WITH A COPELAND SCROLL COMPRESSOR. ONE (1)
<br />HORSEPOWER AND SMALL SHALL BE EQUIPPED WITH A COPELAND HERMETIC COMPRESSOR. EACH SYSTEM OPERATING
<br />AT A BOX TEMPERATURE IN EXCESS OF 50 DEGREES F. SHALL BE FACTORY EQUIPPED WITH A CRANKCASE PRESSURE
<br />REGULATING (CPR) VALVE,
<br />4. CONDENSING UNITS SHALL INCLUDE A FACTORY MOUNTED LIQUID LINE ASSEMBLY AND SUCTION FILTER,
<br />5. COMPRESSORS SHALL BE FURNISHED WITH A FACTORY FIVE (5) YEAR COMPRESSOR WARRANTY.
<br />6. SYSTEMS SHALL BE FULLY TESTED AND CONTROLS SET TO MAINTAIN THE TEMPERATURES IDENTIFIED ON THE
<br />REFRIGERATION DRAWING. CONTRACTOR TO VERIFY EACH SYSTEM IS MAINTAINING THE DESIRED TEMPERATURE 48
<br />HOURS AFTER START-UP AND AGAIN PRIOR TO TURNING THE BUILDING OVER TO THE OWNER.
<br />END OF SECTION 13 03 80
<br />323113 - CHAIN -LINK FENCES AND GATES
<br />PART1-
<br />tl DESCRIPTION
<br />A� THIS SECTION DESCRIBES THE CONSTRUCTION OF NEW CHAIN -LINK FENCE AND GATES.
<br />1.2 REFERENCES
<br />A. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS
<br />1 . ASTM A121: STANDARD SPECIFICATION FOR METALLIC -COATED CARBON STEEL BARBED WIRE
<br />2� ASTM A123: STANDARD SPECIFICATION FOR ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS
<br />3. ASTM Al 53: STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE
<br />4. ASTM A392: STANDARD SPECIFICATION FOR ZINC -COATED STEEL CHAIN -LINK FENCE FABRIC
<br />5. ASTM F1043: STANDARD SPECIFICATION FOR STRENGTH AND PROTECTIVE COATINGS ON STEEL INDUSTRIAL FENCE
<br />FRAMEWORK
<br />6. ASTM F1083: STANDARD SPECIFICATION FOR PIPE, STEEL, HOT -DIPPED ZINC -COATED (GALVANIZED) WELDED, FOR FENCE
<br />7. ASTM F2329: STANDARD SPECIFICATION FOR ZINC COATING, HOT -DIP, REQUIREMENTS FOR APPLICATION TO CARBON AND
<br />ALLOY STEEL BOLTS, SCREWS, WASHERS, NUTS, AND SPECIAL THREADED FASTENERS
<br />PART 2 - PRODUCTS
<br />92.1 GENERAL
<br />A. GALVANIZING SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: I
<br />1. POSTS, RAILS, APPURTENANCES - ASTM F1083, ASTM A121, ASTM A123, ASTM A153, OR ASTM F2329, AS APPLICABLE,
<br />2. FABRIC_ ASTM A392, CLASS 1.
<br />B� SS40 MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS:
<br />1. POSTS, RAILS, AND BRACES ASTM F1043, GROUP IC; EXTERNAL COATINGS PER F1043, TYPE B; INTERNAL COATINGS PER
<br />Fl 043, TYPE D.
<br />2. MANUFACTURER SHALL BEALLIED TUBE AND CONDUIT, OR EQUAL.
<br />2.2 FABRIC
<br />A. PLAIN:
<br />1, CONTINUOUS CHAIN�LINK, 2-INCH-SQUARE MESH, 6 FEET,
<br />2. 9-GAUGE CARBON STEEL WIRE.
<br />3. HOT -DIP GALVANIZED AT A RATE OF NOT LESS THAN 1.2 OUNCES OF ZINC PER SQUARE FOOT OF UNCOATED SURFACE.
<br />4. SELVAGE TWISTED AND BARBED, TOP AND BOTTOM.
<br />23 POSTS, RAILS, AND BRACES
<br />A. GENERAL: LINE, TERMINAL (END, CORNER, PULL AND BRACE POSTS), TOP RAILS, BRACES, GATE POSTS, AND ALL
<br />APPURTENANCES SHALL BE HOT -DIP GALVANIZED CARBON STEEL OR SS40. MINIMUM SIZE AND WEIGHT SHALL BE NOT LESS
<br />THAN SPECIRED.
<br />B� LINE POSTS SHALL BE ONE OF THE FOLLOWING:
<br />1. TYPE 1, ROUND POST, 2.375 INCHES O.D., 3.65 POUNDS PER LINEAR FOOT.
<br />2. ROLL FORMED SECTION, 2.25 INCHES BY 1.70 INCHES, 2.64 POUNDS PER LINEAR FOOT,
<br />C� TERMINAL POSTS (END, CORNER, AND PULL POSTS) SHALL BE ONE OF THE FOLLOWING:
<br />1. TYPE 1, ROUND POST, 2.875 INCHES O.D., 5.79 POUNDS PER LINEAR FOOT.
<br />2. ROLL T FORMED SECTION, 3.50 INCHES BY 3.50 INCHES, 4.85 POUNDS PER LINEAR FOOT.
<br />D. GATE POSTS: SIZE AS SHOWN ON THE DRAWINGS.
<br />E. BOTTOM &TOP RAILS AND BRACES:
<br />1 . SHALL BE ONE OF THE FOLLOWING:
<br />a. TYPE 1, PIPE, 1.66 INCHES O.D., 2.27 POUNDS PER LINEAR FOOT.
<br />b. ROLL FORMED SECTION, 1.6-95 INCHES BY 1.25 INCHES, 1 .35 POUNDS PER LINEAR FOOT.
<br />2. RAIL LENGTHS SHALL BE NOT LESS THAN 18 FEET.
<br />1 RAIL COUPLINGS SHALL BE PRESSED STEEL OR MALLEABLE IRON SLEEVES, 7 INCHES LONG WITH .07-INCH, MINIMUM, WALL
<br />THICKNESS.
<br />4. TRUSS ROD, -0/8 INCH DIAMETER, WITH ADJUSTABLE TAKEUP (FOR DIAGONAL TRUSS),
<br />F. FABRIC TIES: 6 GAUGE STEEL CLIPS FOR ROLLED FORM SECTION POSTS. MINIMUM 9-GAUGE STEEL OR ALUMINUM WIRE FOR
<br />ROUND POSTS.
<br />G� TENSION BAR: 3/16 INCH BY 3/4 INCH, MINIMUM, 2 INCHES LESS THAN FULL HEIGHT OF FABRIC.
<br />IT. POST TOPS AND EXTENSIONS:
<br />1. POSTS SHALL BE FITTED WITH GALVANIZED HEAVY MALLEABLE IRON OR PRESSED STEEL TOPS. BASES OF THE POST TOPS
<br />SHALL HAVE FLANGES WHICH FIT AROUND THE OUTSIDE OF THE TOP OF THE POSTS. TOPS FOR PIPE SECTION POSTS SHALL
<br />BE DOME OR ROUND SHAPED, FITTING OVER THE TOP OF THE POST TO EXCLUDE MOISTURE.
<br />2.4 GATES
<br />A. FRAMES:
<br />I � HOT - DIP GALVAN17ED CARBON STEEL PIPE OR SS40�
<br />2. 1 375 INCHES O.D., 2.72 POUNDS PER LINEAR FOOT, MINIMUM.
<br />3. BRACING - 1.625 INCHES, 2.27 POUNDS PER LINEAR FOOT, MINIMUM, VERTICALS WITH 3/8-INCH TRUSS RODS FOR CROSS
<br />BRACING.
<br />4� CONNECTIONS SHALL BE EITHER WELDED OR CONSTRUCTED USING GALVANIZED PRESSED STEEL CORNER FITTINGS. IF
<br />CONNECTIONS ARE WELDED, APPLY "GALRALLOY," OR EQUAL, TO ALL PROPERLY PREPARED WELDED CONNECTIONS.
<br />B. FITTINGS: HOT -DIP GALVANIZED MALLEABLE CAST IRON OR PRESSED STEEL.
<br />C. FABRIC AND BARBED WIRE AS SPECIFIED FOR FENCE,
<br />2�5 CONCRETE
<br />A. CLASS 2500-3/4, MINIMUM, READY -MIX CONCRETE OR PACKAGED PREMIX CONCRETE.
<br />PART 3 - EXECUTION
<br />3T POSTS
<br />A. SPACE 1 0 FEET O,C., MAXIMUM.
<br />B. CHECK FOR VERTICAL AND TOP AUGNMENT.
<br />C. SECURE IN PLACE DURING PLACEMENT AND FINISHING OPERATIONS.
<br />D� HOLE DIAMETER SHALL BE 12 INCHES, MINIMUM. INSTALL AS SHOWN ON THE DRAWINGS.
<br />E. SET POSTS TO A MINIMUM OF 36 INCHES BELOW SURFACE. DEEPER EXCAVATION SHALL BE REQUIRED FOR SOFT OR LOOSE SOIL,
<br />AND FOR POSTS WITH HEAVY LATERAL LOADS.
<br />F� PLACE CONCRETE AROUND POSTS IN A CONTINUOUS POUR AND TAMP FOR CONSOLIDATION.
<br />G. TROWEL FINISH TOPS OF FOOTINGS, AND SLOPE OR DOME TO DIRECT WATER AWAY FROM POSTS,
<br />H. EXTEND FOOTINGS TO UNDERSIDE OF BOTTOM HINGES,
<br />L, SET KEEPERS, STOPS, SLEEVES AND OTHER ACCESSORIES INTO CONCRETE AS REQUIRED.
<br />3.2 TOP RAIL
<br />A. INSTALL TOP RAIL WITH CLAMPS TO END, CORNER, OR GATE POSTS.
<br />B. JOIN SECTIONS WITH SLEEVE COUPLINGS.
<br />3.3 BRACES
<br />A. BRACE ALL TERMINAL (END, CORNER, GATE) POSTS,
<br />B. SPACE MIDWAY BETWEEN TOP AND GROUND.
<br />C. FASTEN SECURELY WITH CLAMPS.
<br />D. EXTEND TRUSSES FROM TERMINAL POSTS TO BRACE POSTS.
<br />E� FASTEN TRUSS RODS AND TIGHTEN.
<br />F� CONSIDER CHANGES IN DIRECTION 30 DEGREES OR MORE A CORNER.
<br />3.5 FABRIC
<br />A. INSTALL FABRIC ON OUTSIDE OF FENCE AS DIRECTED,
<br />B. INSTALL BOTTOM SELVAGE 12 INCHES, ABOVE GROUND.
<br />C. CUT EACH SPAN OF FABRIC AND ATTACH INDEPENDENTLY AT TERMINAL POSTS, WITH STRETCHER BARS AND FABRIC BANDS AT
<br />15 INCH INTERVALS, MAXIMUM.
<br />ULL TAUT BEFORE FASTENING TO POSTS AND RAILS SO FABRIC WILL REMAIN IN TENSION.
<br />E� FASTEN TO LINE POSTS WITH TIE WIRE, METAL BANDS, OR BY AN APPROVED METHOD, AT 15 - INCH INTERVALS, MAXIMUM.
<br />F. FASTEN EDGE TO TOP & BOTTOM RAIL WITH TIE WIRES AT 24 - INCH INTERVALS, MAXIMUM.
<br />G. JOIN ROLLS OF FABRIC BY WEAVING A SINGLE STRAND INTO ENDS OF THE ROLLS TO FORM A CONTINUOUS MESH,
<br />3.6 GATES
<br />k ATTACH FABRIC THE SAME AS FOR FENCE,
<br />B, ATTACH KEEPER WITH RIVETS OR OTHER MEANS.
<br />C. INSTALL GATES PLUMB, LEVEL, AND SECURE FOR FULL WIDTH OPENING WITHOUT INTERFERENCE.
<br />D. INSTALL GROUND SET ITEMS IN CONCRETE FOR ANCHORAGE.
<br />E. GAPS BETWEEN GATES, BETWEEN GATE TO GROUND, AND BETWEEN GATE TO GATE POST OR FENCE POST SHALL BE NO
<br />GREATER THAN 4 INCHES. PREFERRED GAP SPACE IS 2 TO 4 INCHES,
<br />F� ADJUST HARDWARE FOR SMOOTH OPERATION AND LUBRICATE WHERE NECESSARY.
<br />G. ALL GATES SHALL HAVE LOCKABLE MECHANISMS.
<br />347113 - PIPE BOLLARDS
<br />PART 1 - GENERAL
<br />1.1 DESCRIPTION
<br />A. THIS SECTION INCLUDES PROVIDING STEEL PIPE BOLLARDS.
<br />k ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS.
<br />1. ASTM A53: STANDARD SPECIFICATION FOR PIPE, STEEL, BLACK AND HOT=DIPPED, ZINC -COATED, WELDED AND SEAMLESS
<br />PART 2 - PRODUCTS
<br />2.1 STEEL PIPE
<br />A. MEET REQUIREMENT OF ASTM A53 GRADE B.
<br />B. SCHEDULE 40.
<br />C. GALVANIZE AFTER FABRICATION.
<br />2.2 CONCRETE
<br />A. CLASS 3500 3/4.
<br />2.3 PLASTIC PROTECTIVE SLEEVE
<br />A. POLYETHYLENE THERMOPLASTIC SLEEVE: 1/4-INCH THICK, POLYETHYLENE THERMOPLASTIC, YELLOW, CAMBRIDGE BAY
<br />"IDEALSHIELD" BUMPER POST SLEEVE, OR EQUAL.
<br />PART 3 - 'EXECUTION
<br />3.1 FABRICATION
<br />A. FABRICATE BOLLARDS AS SHOWN ON THE DRAWINGS.
<br />3.2 INSTALLATION
<br />A. INSTALL BOLLARDS AS SHOWN ON THE DRAWINGS.
<br />0
<br />3.3 PAINTING OR SLEEVING
<br />A. COVER FREE-STANDING BOLLARDS WITH A SLEEVE,
<br />13. FOR BOLT -DOWN BOLLARDS AND BOLLARDS THAT HAVE GUARDRAIL OR SOME OTHER ATTACHMENT THAT PREVENTS ADDING A
<br />SLEEVE, PRIME COAT AND PAINT SAFETY YELLOW,
<br />tA
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<br />STATE OF WASHINGTON
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