7805 40TH AVE W LSG SKY CHEFS 2024-06-13

01 31 00 COORDINATION 015713-TEMPORARY EROSION,SEDIMENT,AND POLLUTION CONTROL(CONTINUED) 130380 INSULATED REFRIGERATED WALK-IN PANEL 323113-CHAIN-LINK FENCES AND GATES A.CONTRACTOR COORDINATION: A. URETHANE INSULATED METAL WALL AND CEILING PANELS WITH RELATED ACCESSORIES. PART 1- GENERAL 1. CONTRACTOR SHALL COORDINATE THE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF 3.3 MONITORING AND REPORTING REQUIREMENTS B. RELATED SECTIONS CONSTRUCTION ELEMENTS. STEEL FABRICATION:SUPPORTING STRUCTURE. 1.1 DESCRIPTION 2. CONTRACTOR SHALL COORDINATE SPACE REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SYSTEMS,AND SHALL A. THE CONTRACTOR SHALL DESIGNATE AN EMPLOYEE TO PERFORM INSPECTIONS OF ESPC MEASURES.INSPECTIONS SHALL BE C. SYSTEM DESCRIPTION A. THIS SECTION DESCRIBES THE CONSTRUCTION OF NEW CHAIN LINK FENCE AND GATES, CONDUCTED BY A PERSON KNOWLEDGEABLE IN THE PRINCIPLES AND PRACTICE OF EROSION AND SEDIMENT CONTROLS WHO MAKE RUNS CONTRACTOR SHALL EXEC TE CUTTINGES OF AN TNG. POSSESSES THE 1. WITHOUT GENERAL:CONG CT BUCKLING, SYSTEM TO POINT E FOR EXPANUNDUE ION ANDSTRESS CONTRACTION OF COMPONENTHERDETRIMENTAL L E 1.2 REFERENCES 3, CONTRACTOR SHALL EXECUTE CUTTING AND PATCHING TO INTEGRATE ELEMENTS OF THE WORK,REMOVE ILL-TIMED KNOWLEDGEABLE IN CORRECT CONDITIONSATOFTHE THE EROSION AND SITE COULDIMPACT AND IS ABLE TO ASSESSQUALITY,IsTHE WITHOUT CAUSINGBUCKLING,FAILUREOFJOINT SEALS,UNDUE STRESS ON FASTENERS,OR OTHER DETRIMENTAL EFFECTS A. ASTM:AMERICAN SOCIETY FOR TESTING AND MATERIALS KNOWLEDGEABLE IN THE CORRECT INSTALLATION OF THE EROSION AND SEDIMENT CONTROLS,AND IS ABLE TO ASSESS THE TO THE PANEL SYSTEM OR ADJACENT BUILDING SYSTEMS,OR WARPING OF FACES OF PANEL SYSTEM. DAND OCUMENTS. WORK AND REPLACE WITH NEW WORK CONFORMING TO THE REQUIREMENTS OF THE CONTRACT EFFECTIVENESS OF ANY SEDIMENT AND EROSION CONTROL MEASURES SELECTED TO CONTROL THE QUALITY OF STORMWATER 1. ASTM A123:STANDARD SPECIFICATION FOR ZINC(H(HOT-DIP GAL CARBON IZED)C COATINGS ON DOCUMENTS. DISCHARGES FROM THE CONSTRUCTION ACTIVITY. 2. PERFORMANCEREQUIREMENTS:SUFACETEMERATU AND CONSTRUCT PANELSTO GREES.REQUIREMENTS AS INDICATED. 2. ASTM A123:STANDARD SPECIFICATION FOR ZINC IHOT-DIPGALVANIZEDI COATINGSON IRONAND STEEL PRODUCTS a DESIGN PANEL COMPOSITION TO OF 150 DEGREES. B12 SW WASHINGTON ST,SUITE$00 4. CONTRACTOR SEAL ALL NEW PENETRATIONS THROUGH FLOORS,WALLS,AND CEILINGS AS SPECIFIED HEREIN. b DESIGN PANEL COMPOSITION TO RESIST WIND LOAD MANDATED BY CODE,WITH DEFLECTION LIMIT OF U180. 3. ASTM A153:STANDARD SPECIFICATION FOR ZINC COATING(HOT-DIP)ON IRON AND STEEL HARDWARE 013120 PROJECT MEETINGS 1. FORPROJECTS OF FIVE OR MORE ACRES,INSPECTIONS SHALL BE CONDUCTED BY A PERSON CERTIFIED IN AN EROSION AND 3. AIR LEAKAGE:NOT GREATER THAWDS CFM PER SQUARE FOOT WHEN TESTED IN COMPLIANCE WITH ASTM E283 AT 1.56 4. ASTM A392:STANDARD SPECIFICATION FOR ZINC-COATED STEEL CHAIN-LINK FENCE FABRIC PORTLAND OREGON 97205 SEDIMENT CONTROL PROGRAM APPROVED BY OREGON DEQ INCLUDING,BUT NOT LIMITED TO: POUNDS PER SQUARE FOOT. 5. ASTM F1043:STANDARD SPECIFICATION FOR STRENGTH AND PROTECTIVE COATINGS ON STEEL INDUSTRIAL FENCE PHONE 503/226-0622 A.PRE-CONSTRUCTION MEETING:PRIOR TO THE START OF WORK,CONTRACTOR AND OWNER SHALL HOLD A a. CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL. 4. SYSTEMS TO BE SELF SUPPORTIVE WITH INTEGRAL STRUCTURE CAPABLE OF SUPPORTING BOX WALL AND CEILING PANELS FRAMEWORK FAX 503/226'0626 PRE-CONSTRUCTION MEETING TO DETERMINE THE EXACT SEQUENCING AND PHASING OF CONSTRUCTION. b. CERTIFIED PROFESSIONAL IN STORMWATER QUALITY. ALONG WITH COILS,LIGHTS,CEILING WHERE NOTED AND MAINTENANCE PERSONAL ON TOP OF BOX UNITS. 6. ASTM F1D83:STANDARD SPECIFICATION FOR PIPE,STEEL,HOT-DIPPED ZINC-COATED(GALVANIZED)WELDED,FOR FENCE B.PROGRESS MEETINGS:ROGRESS MEErINGS CALLED BY THE OWNER'S REPRESENTATIVE AND/OR THROUGHOUT THE c. WASHINGTON STATE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. D. SUBMITTALS STRUCTURES WWW.MCA-ARCHITECTS.COM PROGRESS OF THE WORK d. ROGUE VALLEY SEWER SERVICES EROSION AND SEDIMENT CONTROL CERTIFICATION. 1. SUBMIT UNDER PROVISIONS OF SECTION 01300. 7. ASTM F2329:STANDARD SPECIFICATION FOR ZINC COATING,HOT-DIP,REQUIREMENTS FOR APPLICATION TO CARBON AND C.PRE-INSTALLATION MEETING:CONVENE A PRE-INSTALLATION MEETING WHEN R IS REQUIRED FOR THE WORK 2. PRODUCT DATA:MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED,INCLUDING: ALLOY STEEL BOLTS,SCREWS,WASHERS,NUTS,AND SPECIAL THREADED FASTENERS REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING,OR AFFECTED BY,THE WORK.. B. INSPECT EROSION CONTROL MEASURES DAILY AND MAINTAIN AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. a. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS D.GENERAL CONTRACTOR IS TO PROVIDE ALL MEETING AGENDAS,MINUTES AND DISTRIBUTION THEREOF. C. FOR INACTIVE PERIODS OF WORK,INSPECT ESPC MEASURES AT LEAST ONCE EVERY 14 DAYS AND WITHIN 24 HOURS AFTER ANY b STORAGE AND HANDLING OF CONSTRUCTIONTS N RECOMMENDATIONS. PART 2- PRODUCTS c DETAILED SPECIFICATION OF CONSTRUCTION AND FABRICATION. 01 3300 SUBMITTAL PROCEDURES,SCHEDULES AND SHOP DRAWINGS STORM WITH PRECIPITATION GREATER THAN 0.5 INCHES PER 24 HOUR PERIOD. d MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.1 GENERAL - 2a3a REGISTERED D. VISIBLY MONITOR STORMWATER RUNOFF TO EVALUATE THE EFFECTIVENESS OF THE EROSION CONTROL MEASURES OR a CERTIFIED TEST REPORTS INDICATING COMPLIANCE WITH SPECIFIED PERFORMANCE A. 1. POSTS, RAILS,APPURTENANCES CONFORM FOLLOWING SPECIFICATIONS: A. . IDENTL Y DEVIA ION REQUIREMENTS. 2 FABRIC RAILS, ASS1. _ASTM F1083,ASTM A121,ASTM A123,ASTM A153,OR ASTM F2329,AS APPLICABLE. ARCHffECT PRACTICES.IF VISIBLE QUANTITIES OF SEDIMENT ARE LEAVING THE PROPERTY,TAKE CORRECTIVE ACTION IMMEDIATELY.NOTIFY 1. IDENTIFY DEVIATIONS FROM CONTRACT DOCUMENTS. 3. SHOP DRAWINGS:INDICATE DIMENSIONS,DESCRIPTION OF MATERIALS AND FINISHES,GENERAL CONSTRUCTION,SPECIFIC 2. FABRIC ASTM A392,CLASS 1. THE PORT OF ALL CORRECTIONS AND VIOLATIONS. 2. REVIEAND W NEACH REVIEW. E. TO SUBMITTAL TO OWNER'S REPRESENTATIVE.UNSIGNED SUBMITTALS MAY MODIFICATIONS COMPONENT REMECONNECTIONS,ANCHORAGE METHODS HARDWARE AND INSTALLATION PROCEDURES - TO BE RETURNED WITHOUT REVIEW. E. THE CONTRACTOR SHALL KEEP E RECORD OF INSPECTIONS. THIS RECORD SHALL BE MADE AVAILABLE TO THE PORT UPON INCLUDING SPECIFIC GAUGE OF BOTH INDICATE B. 5540 MATERIALS SHALL CONFORM ASTM FOLLOWING SPECIFICATIONS: 3. SUBMIT 6 COPIES OF THE SUBMITTALS,OR ADDITIONAL IF THE CONTRACTOR REQUIRESMORE SETS,ALLOW FOR TWO THAT REQUEST AND SHALL BE SUBMITTED WITH EACH REQUEST FOR PAYMENT. a PROFILE AND GAUGEOF BOTH EXTERIOR AND INTERIOR SHEET. 1. POSTS,RAILS,AND BRACES ASTM F1043,GROUP IC;EXTERNAL COATINGS PER F1043,TYPE B;INTERNAL COATINGS PER JACK C. M LER WILL BE RETAINED BY OWNER,ONE BY THE ARCHITECT,AND ONE BY THE RELATED CONSULTANT. b METAL FINISH. F1043,TYPE D. STATE OF WASHINGTON 4. TRANSMIT EACH ITEM TOTHE ARCHITECT UNLESS DIRECTED OTHERWISE.INCLUDE PROJECT NAME,CONTRACTOR NAME, F. VISUAL INSPECTIONS SHALL DOCUMENT THE FOLLOWING INFORMATION: c RELATIONSHIP TO OTHER WORK. 2. MANUFACTURER SHALL BE ALLIED TUBE AND CONDUIT,OR EQUAL. SUBCONTRACTOR OR SUPPLIER NAME,AND DRAWING SHEET,DETAIL NUMBER,OR SPECIFICATION SECTION NUMBER 1. INSPECTION DATE,INSPECTOR'S NAME,WEATHER CONDITIONS,AND RAINFALL AMOUNT FOR PAST 24 HOURS(INCHES). d FULLY SHOW DETAILS AND CONNECTIONS TO AND LOCATIONS OF SUPPORTING STEEL INDICATING CONTROL PO 2.2 FABRIC CORRESPONDING TO THE SUBMITTAL AS APPROPRIATE. (RAINFALL INFORMATION CAN BE OBTAINED FROM THE NEAREST WEATHER RECORDING STATION.) 4. VERIFICATION SAMPLES:FOR EACH FINISH PRODUCT SPECIFIED,TWO SAMPLES,MINIMUM SIZE 6 INCHES(150 mm)SQUARE, A. PLAIN: 5. MAKE SUBMITTALS AS REQUIRED TO CAUSE NO DELAY IN THE WORK.ALLOW SUFFICIENT TIME FOR POSSIBLE REVISION 2. LIST OBSERVATIONS OF ALL BEST MANAGEMENT PRACTICES(BMPS): EROSION AND SEDIMENT CONTROLS,CHEMICAL AND REPRESENTING ACTUAL PRODUCT,COLOR,AND PATTERNS. AND RESUBMITTAL OF REJECTED$UBMTTALS. WASTE CONTROLS,LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE,STATUS OF AREAS THAT EMPLOY TEMPORARY 5. QUALITY CONTROL SUBMITTALS: L CONTINUOUS CHAIN-LINK 2-INCH-SQUARE MESH,6 FEET. 6. REVISE AND RESUBMIT REJECTED SUBMITTALSAS REQUIRED TO OBTAIN APPROVAL. OR FINAL STABILIZATION CONTROL,SOIL STOCKPILE AREA,AND NON-STORMWATER CONTROLS. a STATEMENT OF QUALIFICATIONS. 2. 9-GAUGE CARBON STEEL WIRE. B.PROGRESS AND VALUE SCHEDULES:SUBMIT THE FOLLOWING TO ARCHITECT AND OWNER. 3. AT REPRESENTATIVE DISCHARGE LOCATION($)FROM THE CONSTRUCTION SITE,CONDUCT OBSERVATION AND DOCUMENT b DESIGN DATA. 3. HOT-DIP GALVANIZED AT A RATE OF NOT LESS THAN 1.2 OUNCES OF ZINC PER SQUARE FOOT OF UNCOATED SURFACE. TEST REPORTS. 1 c 4. SELVAGE TWISTED AND BARBED,TOP AND BOTTOM. . PROGRESS SCHEDULE:SUBMIT HORIZONTAL BAR CHART WITH SEPARATE BAR FOR EACH MAJOR TRADE OR OPERATION, THE QUALITY OF THE DISCHARGE FOR ANY TURBIDITY,COLOR,SHEEN,OR FLOATING MATERIALS. IF POSSIBLE,IN THE E. QUALITY ASSURANCE IDENTIFYING FIRST WORK DAY OF EACH WEEK. RECEIVING STREAM,OBSERVE AND RECORD COLOR AND TURBIDITY OR CLARITY UPSTREAM AND DOWNSTREAM WITHIN 30 1. MANUFACTURERIINSTALLER SHALL BE RESPONSIBLE FOR FABRICATION AND INSTALLATION OF PANEL AND SUPPORT 2.3 POSTS,RAILS,AND BRACES FEET OF THE DISCHARGE FROM THE SITE. FOR EXAMPLE,A SHEEN OR FLOATING MATERIAL SHALL BE NOTED AS 2. SCHEDULE OF VALUES: PRESENTIABSENT. IF PRESENT,IT MAY INDICATE POSSIBLE SPILL ANDIOR LEAKAGE FROM VEHICLES OR MATERIALS FRAMING AS SPECIFIED IN THIS SECTION TO COMPLY WITH THE FOLLOWING: A. GENERAL: UNE,TERMINAL(END,CORNER, PULL AND BRACE POSTS),TOP RAILS,BRACES, GATE POSTS,AND ALL a) SUBMIT TYPED SCHEDULE ON FORM AS APPROVED BY OWNER'S REPRESENTATIVE. STORAGE. OBSERVATION FOR TURBIDITY AND COLOR SHALL DESCRIBE ANY APPARENT COLOR,THE CLARITY OF THE a SEISMIC LOAD ENGINEERING TO COMPLY WITH CODE REQUIREMENTS. APPURTENANCES SHALL BE HOTDIP GALVANIZED CARBON STEEL OR SS40. MINIMUM SIZE AND WEIGHT SHALL BE NOT LESS b) SUBDIVIDE INTO EACH MAJOR TRADE OR CATEGORY OF WORK. DISCHARGE,AND APPARENT DIFFERENCES COMPARED WITH THE RECEIVING STflEAM. 2. MANUFACTURER'S QUALIFICATIONS:NOT LESS THAN 5 YEARS EXPERIENCE IN THE ACTUAL PRODUCTION OF SPECIFIED THAN SPECIFIED. c) INCLUDE A UNE ITEM AMOUNT FOR EACH ALLOWANCE,AS APPLICABLE. PRODUCTS. 4. IF VISUAL OR MEASURABLE AMOUNTS OF SEDIMENT ARE LEAVING THE PROPERTY,BRIEFLY EXPLAIN THE CORRECTIVE B. LINE POSTS SHALL BE ONE OF THE FOLLOWING: tl) IIT PRO RESSAIN DVALUUNE E SCHEDULES TLY PROPORTIONAL WITHIN DAYS CONTAFTER OVERHEAD PROCEED. INSPECTIONS PROFIT. MEASURES TAKEN TO REDUCE THE DISCHARGE AND/OR GLEAN IT UP.DESCRIBE EFFORTS TO PREVENT FUTURE RELEASES. a COMPLY PECTIO SRIGID FACTORYQUALITY DEPENDENTCONTROL PG LABAM WHICH ORTORIESNCLUDESGUARTERS DIRECTLY 1. TYPE I,ROUND POST,2.375INCHES O.D.,3.65 POUNDS PER LINEAR FOOT. 3. SUBMIT PROGRESSANDWICHEDULESIUCATICATEWITHIN5 DAYS AFTER NOTICE TO PROCEED. THE ESPC SHALL BE AMENDED ACCORDINGLY. INSPECTIONS FROM UL,AND INDEPENDENT TESTING LABORATORIES PROVIDING REPORTS DIRECTLY TO CODE 4. SUBMIT REVISED SCHEDULES WITH EACH APPLICATION FOR PAYMENT. AUTHORITY. 2. ROLL FORMED SECTION,2.25INCHES BY 1.70 INCHES,2.64 POUNDS PER LINEAR FOOT. C.SHOP DRAWINGS,PRODUCT DATA AND SAMPLES:(THESE WILL BE APPROVED BY BOTH A&E AND LSO REPRESENTATIVE 5. IFASITE IS INACCESSIBLE DUE TO INCLEMENT WEATHER,THE INSPECTION SHALL INCLUDE OBSERVATIONS AT A RELEVANT b SUCCESSFULLY COMPLETED NOT LESS THAN 100 COMPARABLE SCALE PROJECTS USING THIS SYSTEM. C. TERMINAL POSTS(END,CORNER,AND PULL POSTS)SHALL BE ONE OFTHE FOLLOWING: DISCHARGE POINT OR DOWNSTREAM LOCATION,IF PRACTICAL. 3.SHOP DRAWINGS:INDICATE DIMENSIONS,DESCRIPTION OF MATERIALS AND FINISHES,GENERAL CONSTRUCTION,SPECIFIC 1. TYPE I,ROUND POST,2.875 INCHES O.D.,5.79 POUNDS PER LINEAR FOOT. 1. 8) SUBMIT SHO: a) SUBMIT SHOP DRAWINGS IN THE FORM OF LEGIBLE COPIES MODIFICATIONS,COMPONENT CONNECTIONS,ANCHORAGE METHODS,HARDWARE,AND INSTALLATION PROCEDURES, 2. ROLL FORMED SECTION,3.50 INCHES BY 3.50INCHES,4.85 POUNDS PER LINEAR FOOT. b UNLESS SPECIFIED OTHERWISE,SHOP DRAWINGS SHALL SHOW QUANTITIES,MATERIALS,METHODS OF ASSEMBLY, 016000 PRODUCT REQUIREMENTS INCLUDING SPECIFIC REQUIREMENTS INDICATE ADJACENT CONSTflUCT10N,DIMENSIONS,AND OTHER APPROPRIATE INFORMATION TO FULLY ILLUSTRATE THE WORK. A.DELIVERY,STORAGE,AND HANDLING a PROFILE AND GAUGE OF BOTH EXTERIOR AND INTERIOR SHEET. D. GATEPOSTS:SIZE AS SHOWN ON THE DRAWINGS. 1. TRANSPORT AND HANDLE PRODUCTS BY METHODS REQUIRED TO PREVENT PRODUCT DAMAGE. b METAL FINISH. E. BOTTOM&TOP RAILS AND BRACES: lIIIIIIIIIIIIIIIIIIIIII 2. PRODUCT DATA: 2. MANUFACTURED PRODUCTS SHALL REMAIN IN MANUFACTURER'SCONTAINERS OR PACKAGING,AND STORED IN 1. SHALL BE ONE OF THE FOLLOWING: a) MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS,MODELS,OPTIONS AND OTHER DATA;SUPPLEMENT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,UNTIL READY FOR INSTALLATION. 0 FULLY DET OTHER WORK. MANUFACTURE'S STANDARD DATA TO PROVIDE INFORMATION UNIQUE TO THE WORK. tl FULLY SHOW DETAILS AND CONNECTIONS TO AND LOCATIONS OF SUPPORTING STEEL INDICATING CONTROL POINTS. a. TYPE I,PIPE,1.66INCHES O.D.,2.27 POUNDS PER LINEAR FOOT. 3. SAMPLES: B.PRODUCT OPTIONS AND SUBSTITUTIONS: 4. VERIFICATION SAMPLES:FOR EACH FINISH PRODUCT SPECIFIED,TWO SAMPLES,MINIMUM SIZE 6 INCHES I150 mmMM) b. ROLL FORMED SECTION,1.625 INCHES BY 1.25 INCHES,1.35 POUNDS PER LINEAR FOOT. a) SUBMIT SAMPLES AS SPECIFIED IN THE TECHNICAL SECTIONS. 1. FURNISH PRODUCTSSPECIFIED,EXCEPT WHERE"OR APPROVED"IS USED.SUBSTITUTE PRODUCTS MAY BE SUBMITTED SQUARE, REPRESENTING ACTUAL PRODUCT,COLOR,AND PATTERNS. 2. RAIL LENGTHS SHALL BE NOT LESS THAN 18 FEET. b) INCLUDE IDENTIFICATION ON EACH SAMPLE GIVING FULL INFORMATION. TO OWNER'S REPRESENTATIVE FOR APPROVAL. , QUALITY CONTROL SUBMITTALS: 3. RAIL COUPLINGS SHALL BE PRESSED STEEL OR MALLEABLE IRON SLEEVES,7INCHES LONG WITH.07 INCH,MINIMUM,WALL c( SUBMIT THREE SAMPLES,ONE OF WHICH WILL BE RETAINED BY ARCHITECT UNLESS INDICATED OTHERWISE IN THE 2. SUBSTITUTIONS WILL BE CONSIDERED ONLY FOR THE FOLLOWING REASONS: a STATEMENT OF QUALIFICATIONS. THICKNESS. TECHNICAL SECTION. a) APRODUCT BECOMES UNAVAILABLE DUE TO NO FAULT OF THE CONTRACTOR. b DESIGN DATA 4. TRUSS ROD,318 INCH DIAMETER,WITH ADJUSTABLE TAKEUP(FOR DIAGONAL TRUSS). b ASUBSTITUTE PRODUCT WILL BE IN OWNER'S BEST INTEREST BY PROVIDING ACOST SAVINGS OR SCHEDULE c TEST REPORTS. F. FABRIC TIES:6 GAUGE STEEL CUPS FOR ROLLED FORM SECTION POSTS. MINIMUM 9 GAUGE STEEL OR ALUMINUM WIRE FOR D.CERTIFICATES:SUBMIT THE ORIGINAL SIGNED VERSION TO OWNERS REPRESENTATIVE. ) E. QUALITYASSURANCE - BENEFIT. 1. MANUFACTURERIINSTALLERSHALL BE RESPONSIBLE FOR FABRICATION AND INSTALLATION OF PANEL AND SUPPORT FRAMING ROUND POSTS. 01 45 00 QUALITY CONTROL 3. DOCUMENT EACH SUBSTITUTION REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED AS SPECIFIED IN THIS SECTION TO COMPLY WITH THE FOLLOWING: G. TENSIONBAR:3M6 INCH BY3W4INCH,MINIMUM,2 INCHES LESS THAN FULL HEIGHT OF FABRIC. A.STANDARDS: SUBSTITUTION WITH CONTRACT DOCUMENTSONSUBSTITUTION REQUEST FORM PROVIDED BY OWNER'S a SEISMIC LOAD ENGINEERING TO COMPLY WITH CODE REQUIREMENTS. H. POST TOPS AND EXTENSIONS: 1. COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN FIELD CONDITIONS OR SPECIFIED REQUIREMENTS INDICATE MORE REPRESENTATIVE. 2. MANUFACTURER'SQUALIFICATIONS:NOT LESS THAN 5 YEARS EXPERIENCE IN THE ACTUAL PRODUCTION OF SPECIFIED 1. POSTS SHALL BE FITTED WITH GALVANIZED HEAVY MALLEABLE IRON OR PRESSED STEEL TOPS.BASES OF THE POST TOPS RIGID STANDARDS OR MORE PRECISE WORKMANSHIP. 4. ASUBSTITUTION REQUEST CONSTITUTES A REPRESENTATION THAT CONTRACTOR: PRODUCTS. SHALL HAVE FLANGES WHICH FIT AROUND THE OUTSIDE OF THE TOP OF THE POSTS.TOPS FOR PIPE SECTION POSTS SHALL 2. PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF APPLICABLE CODES,ORDINANCES,LAWS, a) HAS INVESTIGATED PROPOSED PRODUCT AND HAS DETERMINED THAT IT MEETS OR EXCEEDS PERFORMANCE OF a COMPLYWITH RIGID FACTORY QUALITY CONTROL PROGRAM WHICH INCLUDES QUARTERLY UNANNOUNCED BE DOME OR ROUND SHAPED,FITTING OVER THE TOP OF THE POST TO EXCLUDE MOISTURE. REGULATIONS,SAFETY ORDERS,AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK THE SPECIFIED PRODUCT,IN ALL RESPECTS. INSPECTIONS FROM UL,AND INDEPENDENT TESTING LABORATORIES PROVIDING REPORTS DIRECTLY TO CODE 3. PERFORM WORK WITH PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY. b) SHALL PROVIDE THE SAME WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCT. AUTHORITY. 2.4 GATES 4. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.WHERE CONFLICT EXISTS c) WILL COORDINATE INSTALLATION AND MAKE ANY CHANGES THAT MAY BE REQUIRED FOR WORK TO BE COMPLETE IN b SUCCESSFULLY COMPLETED NOT LESS THAN 100 COMPARABLE SCALE PROJECTS USING THIS SYSTEM. A FRAMES: BETWEEN MANUFACTURER'S RECOMMENDATIONS AND THE SPECIFIED REQUIREMENTS,NOTIFY ARCHITECT IMMEDIATELY. ALL RESPECTS. 3. INSTALLER'S QUALIFICATIONS:FIRM EXPERIENCED IN INSTALLATION OF SYSTEMS SIMILAR IN COMPLEXITY TO THOSE d) WILL WAIVES CLAIMS FOR ADDITIONAL COSTS THAT MAY SUBSEQUENTLY BECOME APPARENT. REQUIRED FOR THIS PROJECT,INCLUDING SPECIFIC REQUIREMENTS INDICATED. 1. HOT DIP GALVANIZED CARBON STEEL PIPE OR SS40. B.EXAMINATION PRIOR TO INSTALLATION: e) AGREES TO PAY ALL COSTS OF REDESIGN RELATED TO THE SUBSTITUTION. a ACCEPTABLE TO OR LICENSED BY MANUFACTURER. 2. 1.875 INCHES O.D.,2.72 POUNDS PER LINEAR FOOT,MINIMUM. 1. PRIOR TO STARTING WORK OF EACH TRADE OR LOCATION,CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES 3. BRACING 1,625 INCHES,2.27 POUNDS PER LINEAR FOOT,MINIMUM,VERTICALS WITH 3/8 INCH TRUSS RODS FOR CROSS S. THE OWNER'S REPRESENTATIVE WILL DETERMINE ACCEPTABILITY OF PROPOSED SUBSTITUTION,AND WILL NOTIFY b NOT LESS THAN 3 YEARS EXPERIENCE WITH SYSTEMS, - ANDVERIFYTHATSUCHWORKISCOMPLETETOTHEPOINTWHEREWORKOFTHISSECTIONMAYPROPERLYCOMMENCE. CONTRACTOR OF ACCEPTANCE OR REJECTION WITHIN A REASONABLE TIME. c SUCCESSFULLY COMPLETED NOT LESS THAN$COMPARABLE SCALE PROJECTS USING THIS SYSTEM. BRACING. NOTIFY THE OWNER'S REPRESENTATIVE OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF I 4. PRODUCT REQUIREMENTS: 4. CONNECTIONS SHALL BE EITHER WELDED OR CONSTRUCTED USING GALVANIZED PRESSED STEEL CORNER FITTINGS. IF THE WORK. 017700 CLOSEOUT PROCEDURES CONNECTONS ARE WELDED,APPLY"GALRALLOY,"OR EQUAL,TO ALL PROPERLY PREPARED WELDED CONNECTIONS. 2. DO NOT BEGIN INSTALLATION UNTIL UNSATISFACTORY CONDITIONS ARE RESOLVED.BEGINNING WORK CONSTITUTES A.FINALCLEANING: a METAL MEMBERS(PRONE TO RUST)AND WOOD OR WOOD BY-PRODUCTS(PRONE TO MOISTURE ABSORPTION AND ROT), ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE 1. THOROUGHLY CLEAN ALL SURFACES PRIOR TO FINAL ACCEPTANCE. SHALL NOT BE PERMITTED WITHIN THE PANEL CONNECTION SYSTEM.HOT DIPPED GALVANIZED METAL SHALL BE B. FITTINGS:HOT DIP GALVANIZED MALLEABLE CAST IRON OR PRESSED STEEL. CONDITIONS. 2. REMOVE ALL WASTE AND SURPLUS MATERIALS,RUBBISH,AND CONSTRUCTION FACILITIES FROM THE SITE. ALLOWED WITHIN THE PANEL CONSTRUCTION AS REQUIRED FOR STRENGTH. C. FABRIC AND BARBED WIRE AS SPECIFIED FOR FENCE. B.CLOSEOUT PROCEDURES: b PANEL JOINTS CONNECTION SYSTEM,TESTED IN ACCORDANCE WITH ASTM E283'AIR LEAKAGE RATE TESTING'AND 015000 TEMPORARY FACILITIES AND CONTROLS ASTM E96'WATER VAPOR PERMEANCE RATE TESTING'SHALL HAVE AN AIR LEAKAGE RATE AT 75 PA OF O.00M3IH-M2 2.5 CONCRETE 1. COMPLY WITH PROCEDURES STATED IN GENERAL CONDITIONS OF THE CONTRACT(DOCUMENT AIA A-701)FOR (O.DOCFMISQ.FT.)AND A WATER VAPOR PERMEANCE RATE OF 0.00 PERMS. A.MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO SITE AND WITHIN SITE TO PROVIDE UNINTERRUPTED ACCESS TO SUBSTANTIAL AND FINAL COMPLETION. c INSULATED PANELS,RELATED ACCESSORIES,AND CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH THE A CLASS 2500814,MINIMUM,READY MIX CONCRETEORPACKAGED PREMIX CONCRETE. EMERGENCY AND OWNERS VEHICLES. 2. SUBMIT ALL CERTIFICATES OF APPROVAL ISSUED BY THE GOVERNING AUTHORITIES,INCLUDING,WITHOUT LIMITATION, REGULATORY AGENCIES,WHERE REQUIRED:(USDA,FDA) B.FIRE SAFETY:COMPLY WITH LOCAL REGULATIONS AND WITH APPLICABLE PROVISIONS OF INTERNATIONAL FIRE CODE FOR THE FOLLOWING: d WALL AND CEILING PANELS,INSULATED WITH URETHANE INSULATED,SHALL BE LISTED IN ACCORDANCE WITH PART3- EXECUTION FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION OPERATIONS. a) CERTIFICATE OF OCCUPANCY. ULC/ORD-C376-1995,ICC-ES LEGACY REPORT NO,9B 43, 3.1 POSTS y C.TEMPORARY CONSTRUCTION: 3. SUBMIT FINAL APPLICATION FOR PAYMENT IDENTIFYING TOTAL ADJUSTED CONTRACT SUM,PREVIOUS PAYMENTS,AND 5. MOCK-UP:PROVIDE FOREVALUATION OF SURFACE PREPARATION ANDAPPLICATION A SPACE IO FEET O.C.,MAXIMUM. 1. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE FOR MODIFICATIONS TO EXISTING SYSTEMS OR FACILITIES. SUM REMAINING DUE. WORKMANSHIP. B. CHECK FOR VERTICAL AND TOP ALIGNMENT. �_ 2. REMOVE AND DISPOSE OF TEMPORARY BARRICADES OR FACILITIES WHEN USE IS NO LONGER REQUIRED.CLEAN AND 4. SUBMIT'CONTRACTOR'S AFFIDAVIT FOR PAYMENT OF DEBTS AND CLAIMS',AIA DOCUMENT G7D6. a FINISH AREAS DESIGNATED BY ARCHITECT. C. SECURE IN PLACE DURING PLACEMENT AND FINISHING OPERATIONS. REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY BARRICADES OR FACILITIES. 5. SUBMIT CONTRACTORS UEN RELEASE FORM AND LIEN RELEASE FORMS FOR EACH SUBCONTRACTOR. b DO NOT PROCEED WITH REMAINING WORK UNTIL WORKMANSHIP,COLOR,AND SHEEN ARE APPROVED BY ARCHITECT. D. HOLE DIAMETER SHALL BE 121NCHE5,MINIMUM.INSTALL AS SHOWN ON THE DRAWINGS. D.CONSTRUCTION CLEANING: 6. ALL CLOSEOUT PROCEDURES SHALL BE COMPLETE WITHIN 45 DAYS OF STORE OPENING. c REFINISH MOCK-UP AREA AS REQUIRED TO PRODUCE ACCEPTABLE WORK. ^^ J o F DELIVERY,STORAGE,AND HANDLING E. SET POSTS TOA MINIMUM HEAVF36 LATERA L BELOW SURFACE.DEEPER EXCAVATION SHALL BE REQUIRED FOR SOFT OR LOOSE 5014 i 1. CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH ONADAILY BASIS.PERIODICALLY DISPOSE OF WASTE C.PROJECTRECORDA COMPLETE 1. STORE PRODUCTS IN PER MANUFACTURER'S RECOMMENDATION UNTIL READY FOR INSTALLATION. PAND LACE POSTS CONCRETE AR UNDP STS IN LOADS. / \ v OFF-$ITE. 1. MAINTAINTH WILL ECOOF NCEALED IN DRAWINGS THAT CLEARLY AND NEATLY INDICATENFOR INSTALLED MECHANICAL LOCATIONS F. PLACE CONCRETE AROUND POSTS INACONTINUOUS POUR AND TAMP FOR CONSOLIDATION. `/ u j OF ITEMS THAT WILL BE CONCEALED IN THE WORK SUCH AS CONDUIT,PIPING,DUCTS,REINFORCING,MECHANICAL AND 2. STORE AND DISPOSE OFSOLVENT-BASED MATERIALS,AND MATERIALS USED WITH SOLVENT-BASED MATERIALS,IN F.SMOKING:SMOKING SHALL BE PROHIBITED IN ALL INTERIOR SPACES. ACCORDANCE WITH REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. G. TROWEL FINISH TOPS OF FOOTINGS,AND SLOPE OR DOME TO DIRECT WATER AWAY FROM POS TS. Y 4 ELECTRICAL EQUIPMENT,AND ITEWIL S BE SUBSEQUENTLY CON EALE CONTRACT DOCUMENTS,AND ALL V UNCOVERED EXISTING CONDITIONS THAT WILL BE SUBSEQUENTLY CONCEALED. G PROJECT CONDITIONS H. EXTEND FOOTINGS TO UNDERSIDE OF BOTTOM HINGES. ` y 015713-TEMPORARY EROSION,SEDIMENT,AND POLLUTION CONTROL 1. MAINTAIN ENVIRONMENTAL CONDITIONS(TEMPERATURE,HUMIDITY,AND VENTILATION)WITHIN LIMITS RECOMMENDED I. SET KEEPERS,STOPS,SLEEVES AND OTHER ACCESSORIES INTO CONCRETE AS REQUIRED. 0 o H 2. FOR CO STRUCTGS SHALL BE USED FOR NO OTHER PURPOSE AND SHALL BE STORED SEPARATELY FROM THOSE USED BY MANUFACTURER FOR OPTIMUM RESULTS.DO NOT INSTALL PRODUCTS UNDER ENVIRONMENTAL CONDITIONS /'A u , FOR CONSTRUCTION. OUTSIDE MANUFACTURER'S ABSOLUTE LIMITS. �/ i PART1. GENERAL 3. DOCUMENTS SHALL BE IN SAME FORMAT AS THE CONSTRUCTION DOCUMENTS. H WARRANTY 3.2 TOP RAIL coz m> 4. AT CONTRACT CLOSEOUT,SUBMIT DOCUMENTS WITH TRANSMITTAL LETTER CONTAINING DATE,PROJECT TITLE, 1. PROVIDE MANUFACTURER'S STANDARD LIMITED WARRANTY. A INSTALL TOP RAIL WITH CLAMPS TO END,CORNER,OR GATE POSTS. .j v/ V r tri 1.1 DESCRIPTION CONTRACTOR'S NAME AND ADDRESS,LIST OF DOCUMENTS,AND SIGNATURE OF CONTRACTOR. B. JOIN SECTIONS WITH SLEEVE COUPLINGS. D.SUBMITTALS:IN ADDITION TO SUBMITTALS REQUIRED BY THE CONDITIONS OF THE CONTRACT,AND SUBMITTALS REQUIRED PRODUCTS A THIS SECTION DESCRIBES TEMPORARY MEASURES AND MONITORING TO CONTROL WATER POLLUTION,SOIL EROSION,AND BY SECTION 013300,FURNISH SUBMITTALS REQUIRED BY GOVERNING AUTHORITIES,AND SUBMIT A FINAL STATEMENT OF A.MATERIALS SILTATION.EROSION,SEDIMENT,AND POLLUTANT CONTROL(ESPC)DEVICES OR METHODS INCLUDE THE USE OF BERMS,DIKES, 1. PANEL GENERAL REQUIREMENTS:#18 GAUGE EMBOSSED ALUMINUM INSULATED FOAM CORE.FOAM SHALL CONTAIN 3.3 BRACES DAMS,SEDIMENT BASINS,FIBER MATS,GRAVEL,MULCHES,SEDIMENT(FILTER)FENCES,GRASSES,SLOPE DRAINS,AND OTHER ACCOUNTING GIVING TOTAL ADJUSTED CONTRACT SUM,PREVIOUS PAYMENTS,AND SUM REMAINING DUE. THE HFC REFRIGERANT 245FA.WATER BLOWN FOAM IS NOT ACCEPTABLE.INSULATED WALL AND CEILING PANELS A BRACE ALL TERMINAL(END,CORNER,GATE)POSTS. TECHNIQUES. E.OPERATION AND MAINTENANCE DATA:(TWO COPIES REQUIRED,SEPARATE BINDERS): SHALL BE SUPPLIED IN 46 INCHES WIDTHS.PANEL LENGTHS SHALL BE FACTORY-SIZED TO MEET REQUIRED SITE B. SPACE MIDWAY BETWEEN TOP AND GROUND. 1. SUBMIT COMPLETE DATA FOR EACH PIECE OF EQUIPMENT AND COMPONENT USED IN THE WORK. DIMENSIONS WITH A MAXIMUM PANEL LENGTHS NOT TO EXCEED 14 FEET. 2. SUBMIT OPERATION AND MAINTENANCE DATA FOR MECHANICAL AND ELECTRICAL SYSTEMS. C. FASTEN SECURELY WITH CLAMPS. 1.2 REFERENCES AND APPLICABLE CODES 3. ARRANGE INA BINDER WITH A SECTION FOR EACHSYSTEM. PANEL THICKNESS:4 INCHES. D. EXTEND TRUSSES FROM TERMINAL POSTS TO BRACE POSTS. A ASTM:AMERICAN SOCIETY FOR TESTING MATERIALS F.SPARE PARTS AND MAINTENANCE MATERIALS:FURNISH PRODUCTS,SPARE PARTS,AND MAINTENANCE MATERIALS IN FINISH: WALL AND CEILING PANELS SHALL BE CLAD ON ALL EXPOSED AREAS WITH#18 GAUGE MILL E. FASTEN TRUSS RODS AND TIGHTEN. B. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDE$)GENERAL PERMIT 1200-CA DATED FEBRUARY 20,2001 QUANTITIES SPECIFIED IN EACH SECTION,IN ADDITION TO THAT USED FOR CONSTRUCTION OF WORK.COORDINATE WITH BAKED WHITE EMBOSSED ALUMINUM(USDA ACCEPTED). F. CONSIDER CHANGES IN DIRECTION 30 DEGREES OR MORE A CORNER. OWNER;DELIVER TO OWNER'S REPRESENTATIVE AND OBTAIN RECEIPT PRIOR TO FINAL PAYMENT. CONCEALED AREAS OF PANELS(I.E.TOP OF CEILING,WALLS AGAINST BUILDING WALLS,ETC.) 3.5 FABRIC 1.3 SUBMITTALS 02 22 50SELECTIVE DEMOLITION SHALL BE CLAD WITH#18 GAUGE EMBOSSED ALUMINUM. A INSTALL FABRIC ON OUTSIDE OF FENCE AS DIRECTED. A. BY WHATEVER MEANS NECESSARY,VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO DEMOLITION. METAL SKINS SHALL BE THERMAL-SET TO THE INSULATION.INSULATED PANELS SHALL BE MANUFACTURED B. INSTALL BOTTOM SELVAGE 12 INCHES,ABOVE GROUND. A AT THE PRE-CONSTRUCTION MEETING,SUBMIT THE FOLLOWING SUPPLEMENTAL ESPC INFORMATION: B. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE WORK. INDIVIDUALLY LAMINATED,ENSURING UNIFORM ADHESION BETWEEN METAL SKINS AND INSULATION. C. CUT EACH SPAN OF FABRIC AND ATTACH INDEPENDENTLY AT TERMINAL POSTS,WITH STRETCHER BARS AND FABRIC BANDS AT 1. CONSTRUCTION START AND COMPLETION DATES. C. PROTECT EXISTING UTILITIES AND STRUCTURAL MEMBERS FROM DAMAGE. PANEL EDGES SHALL BE FABRICATED WITH A TONGUE-IN GROOVE TYPE PANEL CONNECTION SYSTEM.EXPOSED IS INCH INTERVALS,MAXIMUM, 2. DATES WHEN ESPC MEASURES WILL BE IN PLACE. D. DURING DEMOLITION OPERATIONS,NOTIFY THE OWNER'S REPRESENTATIVE OF CONDITIONS THAT DIFFER SUBSTANTIALLY EDGES OF PANELS SHALL BE FITTED WITH GASKETS MOLDED INTO THE PANEL. D. PULL TAUT BEFORE FASTENING TO POSTS AND RAILS SO FABRIC WILL REMAIN IN TENSION. 3. PROJECTED DATE OF REMOVAL OF EROSION CONTROL STRUCTURES(AFTER SOIL IS STABILIZED). FROM THOSE INDICATED,SPECIFIED,OR EXPECTED.PERFORM NO DEMOLITION IN SUCH AREAS,UNLESS APPROVED BY THE SLEEVE-JOINTS SHALL BE SEALED INTERNALLY BY RUNNING CONTINUOUS BEADS OF BUTYLOID CAULKING(OR E. FASTEN TO LINE POSTS WITH TIE WIRE,METAL BANDS,OR BY AN APPROVED METHOD,AT 15 INCH INTERVALS,MAXIMUM. OWNER'S REPRESENTATIVE. APPROVED ALTERNATE ALONG THE INSIDE EDGES OF THE FEMALE SIDES OF THE PANEL JOINTS. 4. DESCRIPTION OF CONTROL PROCEDURES TO PREVENT THE DISCHARGE OF ALL WASH WATER FROM CONCRETE TRUCKS INTO ) - THESTORMSLWERSYSTEM. E. IXCE ITTELYR NOTED OR SPECIFIED OTHERWISE,TAKE POSSESSION OF MATERIALS BEING DEMOLISHED,AND SLEEVEJOINTS SHALL BE EXTERNALLY CAULKED FOR USDA INSPECTED AREAS ONLY,OR AS SPECIFIED,WITH F. JOIN LLS OFF TOP RAA SINGLE STRAND ITOENDHI THER LLS TO OR 5. DESCRIPTION OF PROCEDURES FOR PROMPT MAINTENANCE OR REPAIROFESPC MEASURES IITILIZEDONSITE. IMMEDIATELY RE MOVE FROMSITE AND LEGALLY DISPOSE OF.DO NOT OVERLOAD EXISTING CONSTRUCTION TO REMAIN TREMCO PROGLAZE WHITE SILICONE(OR APPROVED ALTERNATE). G. JOIN flOLLS OF FABRIC BY WEAVING ASINGLE STRANDINTO ENDSOFTHE ROLLS TO FORMACONTINUOUS MESH. WITH DEMOLISHED MATERIALS. PANELS SHALL BE FASTENED TOGETHER WITH PERMANENTLY ANCHORED CAM-ACTION LOCKING DEVICES 6. DESCRIPTION OF CLEARING AND GRADING PRACTICES,INCLUDING A SCHEDULE OF IMPLEMENTATION,THAT WILL MINIMIZE F. CAREFULLY REMOVE,STORE,AND PROTECT MATERIALS AND COMPONENTS TO BE REUSED. MOLDED INTO THE URETHANE INSULATION AND SPACED ON A MAXIMUM OF 31 INCH CENTERS ON WALL PANELS 3.6 GATES THE AREA OF EXPOSED SOIL THROUGHOUT THE DURATION OF THE PROJECT. (WHENEVER PRACTICABLE,CLEARING AND G. CAREFULLY REMOVE,PROTECT,AND TURN OVER AS DIRECTED,MATERIALS AND COMPONENTS CLAIMED BY OWNER FOR AND 23 INCH CENTERS ON CEILING PANELS, A ATTACH FABRIC THE SAME AS FOR FENCE. GRADING SHALL BE PHASED TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION.) SALVAGE.PRIOR TO DEMOLITION,CONTACT OWNERS REPRESENTATIVE TO DETERMINE WHICH 2. WALL AND CEILING PANEL INSULATION: 7. DESCRIPTION OF BEST MANAGEMENT PRACTICES THAT WILL BE USED TO PREVENT OR MINIMIZE STORM WATER FROM BEING ITEMS WILL BE CLAIMED. WALL PANELS AND CEILING PANELS SHALL CONSIST OF TYPE 1 URETHANE INSULATION. B. ATTACH KEEPER WITH RIVETS OR OTHER MEANS. EXPOSED TO POLLUTANT$FROM SPILL$,CLEANING AND MAINTENANCE ACTIVITIES,AND WASTE HANDLING ACTIVITIES. H. WHERE CUT EDGES OF THE EXISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLETED WORK,CUT IN UNIFORM FINISHED PANELS SHALL HAVE AN R-VALUE OF 4.17 PER INCH AT 75 DEGREES F.INSULATION THICKNESS OF PANELS C. INSTALL GATES PLUMB,LEVEL,AND SECURE FOR FULL WIDTH OPENING WITHOUT INTERFERENCE, THESE POLLUTANTS INCLUDE FUEL,HYDRAULIC FLUID,AND OTHER OIL$FROM VEHICLES AND MACHINERY AS WELL A$ STRAIGHT LINES.CONCRETE AND MASONRY SHALL BE SAW-CUT OR CORE DRILLED. SHALL BE ADJUSTED IN ACCORDANCE WITH DESIGN R-VALUE REQUIREMENTS. D. INSTALL GROUND SET ITEMS IN CONCRETE FOR ANCHORAGE. DEBRIS,LEFTOVER PAINTS,SOLVENTS,AND GLUES FROM CONSTRUCTION OPERATIONS. I. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED,AT NO ADDITIONAL COST. INSULATION SHALL NOT CONTAIN CFCS OR HCFCS,OR OTHER EXPANDING AGENTS.URETHANE INSULATED TYPE 1 E. GAPS BETWEEN GATES,BETWEEN GATE TO GROUND,AND BETWEEN GATE TO GATE POST OR FENCE POST SHALL BE NO 8. NAME,TITLE,AND TELEPHONE NUMBER OF DESIGNATED EMPLOYEE TO PERFORM THE CONTRACTOR'S INSPECTION AND J. ALL WALL PENETRATIONS TO BE X-RAYED PRIOR TO DRILLING WALL TO VERIFY REINFORCEMENTS OR ENCAPSULATED UTILITY. SHALL BE MANUFACTURED ENSURING UNIFORM DENSITIES THROUGHOUT THE INSULATION.URETHANE INSULATED GREATER THAN 4 INCHES.PREFERRED GAP SPACE IS 2 TO 4 INCHES. MONITORING OF ESPC MEASURES. TYPE 1 PANEL GRADE INSULATION SHALL MEET OR EXCEED FEDERAL STANDARDS. F. ADJUST HARDWARE FOR SMOOTH OPERATION AND LUBRICATE WHERE NECESSARY. Z B. ANY REQUESTED CHANGES OR MODIFICATIONS TO THE ESPC MEASURES SHOWN ON THE DRAWINGS SHALL BE SUBMITTED TO 083800 TRAFFIC DOORS B.FABRICATION G. ALL GATES SHALL HAVE LOCKABLE MECHANISMS. a A. MATERIALS: 1. CORNERS:WHERE SPECIFIED,CORNER PANEL CONNECTIONS SHALL BEA SINGLE UNIT CORNER PANEL WITH THE PORT FOR APPROVAL PRIOR C IMPLEMENTATION. UPON REQUEST BY THE PORT,THE CONTRACTOR SHALL SUBMIT a[ 1. MONOLITHICALLY ) CONTINUOUS METAL SKIN ON THE OUTER BEND.CLOSURE STRIPS SHALL BE INSTALLED BETWEEN CORNERS OF BOXES UPDATED ESPC DRAWINGS WHICH INCLUDE THE LATEST MODIFICATIONS. C ESSECE FORMED INSULATED CROSS-LINKED POLYETHYLENE HIGH IMPACT DOOR SYSTEMS. 347113-PIPE BOLLARDS 2. HARDWARE AND ACCESSORIES. AND BUILDING WALLS WHERE CONCEALED AREAS ARE CREATED.THE METAL TO CLOSE THIS AREA IS TO BE w C. ESPC INSPECTION RECORDS SHALL BE SUBMITTED WITH THE CONTRACTOR'S MONTHLY REQUEST FOR PAYMENT, B.MANUFACTURER QUALIFICATIONS:MINIMUM 5 YEARS EXPERIENCE IN PRODUCING DOORS OF THE TYPE SPECIFIED. SUPPORTED ALONG BOTH EDGES AND PROVIDE SLIP JOINT FOR BUILDING MOVEMENT MADE OF 18 GAUGE MILL BAKED PART 1-GENERAL 0 C. DELIVER PRODUCTS IN MANUFACTURER'S ORIGINAL UNOPENED PACKAGES WITH LABEL LEGIBLE AND INTACT. WHITE EMBOSSED ALUMINUM. 1.1 DESCRIPTION PART2- PRODUCTS 1. EXAMINE DOORS UPON DELIVERY FOR DAMAGE. A. THIS SECTION INCLUDES PROVIDING STEEL PIPE BOLLARDS. 2.VERIFY DOORS WERE SHIPPED ON EDGE OR IN UPRIGHT POSITION AS INDICATED ON PACKAGING BY MANUFACTURER. EXECUTION 1.2 REFERENCES di a. NOTE SPECIFIC DOORS SHIPPED IN OTHER THAN ON EDGE OR UPRIGHT POSITION ON BILL OF LADING AND CONTACT A.EXAMINATION A. ASTM:AMERICAN SOCIETY FOR TESTING AND MATERIALS. 2.1 SEDIMENT FENCE 1. VERIFICATION OF CONDITIONS:EXAMINE AREAS AND CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND a IDENTIFY CONDITIONS DETRIMENTAL TO PROPER OR TIMELY COMPLETION.VERIFY THAT STRUCTURAL STEEL SUPPORTS 1. ASTM A53:STANDARD SPECIFICATION FOR PIPE,STEEL,BLACKAND HOT-DIPPED,DNC-COATED,WELDED AND SEAMLESS 0 A MEET THE REQUIREMENTS OF ASTM 06461. MANUFACTURER. FOR WALL PANELS ARE WITHIN TOLERANCES IN THE AISC CODE OF STANDARD PRACTICE,SECTION 7 AND SUPPLEMENT D.STORE DOORS AT PROJECT ON ON EDGE OR IN UPRIGHT POSITION AND UNDER COVER FOLLOWING MANUFACTURER'S MODIFICATION CONTROLLING SECTION 7.11.3,ADJUSTABLE ITEMS.LIMIT MAXIMUM DEVIATION OF STEEL ALIGNMENT TO 2.1 STEEL PART 3- EXECUTION INSTRUCTIONS MANUFACTURER'S CARTON. PLUS OR MINUS 3/16 INCH FROM THE CONTROL WITH A 118 INCH MAXIMUM CHANGE IN DEVIATION FOR ANY MEMBER FOR 2.1 STEEL PIPE a] E. PROVIDE MANUFACTURER'S STANDARDWMRANTY AGAINST PANEL BREAKAGE FOR2 YEARS FROM THE DATE OF INSTALLATION. ANY IO FEET LENGTH OF PANEL. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. B. SCHA SCHEDUULELE4400E . x EMENT OF ASTM A53 GRADE B. F. MANUFACTURERS 3.1 GENERAL 1.ACCEPTABLE MANUFACTURER:CHASE INDUSTRIES,INC;10021 COMMERCE PARK DRIVE,CINCINNATI,OH 45246,OR 2809 SW B.INSTALLATION C. GALVANIZE AFTER FABRICATION. Cl. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 13TH STREET,REDMOND,OR 97756.ASD.TEL(800)543-4455.FAX:(800)245-7045.WEBSITE:WWW.CHASEDOORS.COM. 2.2 CONCRETE A THE IMPLEMENTATION G THE ESPC MEASURES AND THE CRE THE RES,PERFORMANCE OF MONITORING,MAINTENANCE, EMAIL:INF000HASEDOORS.COM. .TOLERANCES A. CLASS 3500314. REPLACEMENT,AND UPGRADING OF THE ESPC MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL G. POLYETHYLENE IMPACT DOORS 1. VARIATION:MAXIMUM VARIATION FROM VERTICAL OR HORIZONTAL PLANE,1W4 INCH IN 12 FEET LENGTH SECTION OR 1W2 2.3 PLASTIC PROTECTIVE SLEEVE CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 1. DOOR PANELS:MONOLITHIC,ONE PIECE,HOLLOW SHELL OF HIGH IMPACT CROSS-LINKED POLYETHYLENE WITH TEXTURED INCH OVER TOTAL LENGTH. A. POLYETHYLENE THERMOPLASTIC SLEEVE: 114-INCH THICK, POLYETHYLENE THERMOPLASTIC,YELLOW,CAMBRIDGE BAY B. THE ESPC MEASURES SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED IN CONJUNCTION WITH ALL EARTHWORK ACTIVITIES FINISH. 2. OFFSET:MAXIMUM OFFSET FROM TRUE ALIGNMENT BETWEEN TWO IDENTICAL MEMBERS ABUTTING END-TO-END:1W8 "IDEALSHIELD"BUMPER POST SLEEVE,OR EQUAL. AND IN A MANNER THAT ENSURE$THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, a. PANEL THICKNESS:1.7/8 INCH(47 MM),OVERALL,WITH MINIMUM 114 INCH WALL THICKNESS AND R-VALUE OF 12.54; INCH ROADWAYS,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. b. DURUUTE INDUSTRIAL. D.FIELD QUALITY CONTROL PART 3-EXECUTION CORE:HIGH DENSITY,FOAMED-IN-PLACE,NON-CFC URETHANE BONDED TO INTERIOR OF THE CROSS LINKED 1. MANUFACTURER'S FIELD SERVICES:MANUFACTURER SHALL MAKE PERIODIC INSPECTIONS AND ISSUE REPORT TO 3.1 FABRICATION C. THE ESPC MEASURES SHOWN ON THE DRAWINGS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS AND POLYETHYLENE SHELL. ARCHITECT REGARDING COMPLIANCE WITH MANUFACTURERS INSTALLATION RECOMMENDATIONS DEVELOPED FOR THE A. FABRICATE BOLLARDS AS SHOWN ON THE DRAWINGS. CONTRACTOR METHODS AND SEQUENCES.DURING THE CONSTRUCTION PERIOD,THE ESPC MEASURES SHALL BE UPGRADED AS DIMENSIONAL TOLERANCES:MAXIMUM VARIATION IN WIDTH AND HEIGHT FROM NOMINAL DIMENSIONS STATED IN PROJECT. 3.2 INSTALLATION NEEDED FOR UNEXPECTED CONDITIONS,STORM EVENTS,OR CONTRACTOR METHODS OR SEQUENCES AND TO ENSURE THAT CONTRACT DOCUMENTS OF PLUS/MINUS 1/4 INCH, E. ADJUSTING A. INSTALL BOLLARDS AS SHOWN ON THE DRAWINGS. SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. LEADING EDGE:BLADE-TYPE GASKET,SET IN MOLDED IN KEYWAY;BOTTOM EDGE:BLADE TYPE GASKET SET IN 1. REPAIR DAMAGE CAUSED DURING CONSTRUCTION.TOUCH-UP MARS,SCRATCHES,AND CUT EDGES TO MATCH 3.3 PAINTING OR SLEEVING D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING TEMPORARY EROSION CONTROL MEASURES DURING MOLDED IN KEYWAY. ORIGINAL FINISH.IF REPAIRS CANNOT BE MADE TO COMPLY WITH ARCHITECTS REQUIREMENTS,REMOVE DAMAGE AND A. COVER FREESTANDING BOLLARDS WITH A SLEEVE. CONSTRUCTION TO CORRECT UNFORESEEN CONDITIONS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL EROSION BOTTOM EDGE:BLADE TYPE GASKET SET IN ALUMINUM NOSING. INSTALL NEW MATERIALS. B. FOR BOLT-DOWN BOLLARD$AND BOLLARDS THAT HAVE GUARDRAIL OR SOME OTHER ATTACHMENT THAT PREVENTS ADDING A CONTROL DUE TO THE CONTRACTOR'S NEGLIGENCE,CARELESSNESS,OR FAILURE TO INSTALL PLANNED CONTROLS AS A PART BETWEEN BACK OF DOOR AND JAMB:BLADE TYPE GASKET SET IN MOLDED IN KEYWAY. SLEEVE,PRIME COAT AND PAINT SAFETY YELLOW, OFTHEWORK. BETWEEN BACK OF DOOR AND JAMB:BLADE TYPE GASKET SET IN ALUMINUM NOSING. REFRIGERATION TOP EDGE:COEXTRUDED PVC EXTRUSION WITH FLEXIBLE PVC GASKET. A.SYSTEMS 3.2 CONSTRUCTION DETAILS 2.HINGE SYSTEM: 1. SYSTEMS SHALL CONSIST OF CONDENSING UNIT AND EVAPORATOR COIL(S)AND SHALL BE MANUFACTURED BY a.UPPERHINGE:$ELF-CLOSING'VCAM DESIGN WITH ROLLER ASSEMBLY ALLOWING UP AND DOWN ADJUSTMENTS HEATCRAFT-BOHN AND INCLUDE FACTORY MOUNTED BEACON CONTROLSYSTEM. A NO VISIBLE OR MEASURABLE EROSION MATERIAL OR POLLUTANT SHALL EXIT THE CONSTRUCTION SITE.VISIBLE OR MEASURABLE b. HINGE SEAL:BLACK PVC WITH FLEXIBLE NYLON REINFORCED VINYL SKIRT AND GALVANIZED STEEL BACKER PLATE. 2. SYSTEMS SHALL OPERATE WITH REFRIGERANT R-404A ~J IS DEFINED AS: 1. RISE:3/4 INCH(19 MM). 3. SYSTEMS OVER ONE(1)HORSEPOWER SHALL BE EQUIPPED WITH A COPELAND SCROLL COMPRESSOR.ONE(1) 11''----�� IS OF MUD,DIRT,SEDIMENT OR SIMILAR MATERIAL EXCEEDING 112 CUBIC FOOT IN VOLUME IN ANY AREA OF 100 2. 180 DEGREE SWING. HORSEPOWER AND SMALL SHALL BE EQUIPPED WITH A COPELAND HERMETIC COMPRESSOR.EACH SYSTEM OPERATING O SQUARE FEET OR LESS ON PUBLIC OR PRIVATE STREETS,ADJACENT PROPERTY,OR INTO THE STORM AND SURFACE WATER 3. PROVIDE SPRING ASSIST. AT A BOX TEMPERATURE IN EXCESS OF 50 DEGREES F.SHALL BE FACTORY EQUIPPED WITH A CRANKCASE PRESSURE I--1 c. LOWER HINGE:PILLOW BLOCK DESIGN OF DUCTILE IRON WITH ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE REGULATING(CPR)VALVE. SYSTEM,EITHER BY DIRECT DEPOSIT,DRIPPING,DISCHARGE,OR ASA RESULT OFTHE ACTION OF EROSION. SLEEVE AND DUCTILE IRON LOWER HINGE ADAPTER THAT HAS PROVISION FOR MOUNTING AN OPTIONAL SPRING 4. CONDENSING UNITS SHALL INCLUDE A FACTORY MOUNTED LIQUID LINE ASSEMBLY AND SUCTION FILTER. 2. EVIDENCE OF CONCENTRATED FLOWS OF WATER OVER BARE SOILS;TURBID OR SEDIMENT LADEN FLOWS;OR EVIDENCE OF ASSIST. 5. COMPRESSORS SHALL BE FURNISHED WITH A FACTORY FIVE(5)YEAR COMPRESSOR WARRANTY. ON-SITE EROSION SUCH AS RIVULETS ON BARE SOIL SLOPES,WHERE THE FLOW OF WATER IS NOT FILTERED OR CAPTURED 3.VISION PANELIIB INCH(3 MM)THICK POLYCARBONATE,DOUBLE GLAZED UNIT. 6. SYSTEMS SHALL BE FULLY TESTED AND CONTROLS SET TO MAINTAIN THE TEMPERATURES IDENTIFIED ON THE r ON THE SITE. a.FRAME:ALUMINIUM,RECESSING GLAZING MINIMUM OF 118 INCH FROM FACE OF PANEL. REFRIGERATION DRAWING.CONTRACTOR TO VERIFY EACH SYSTEM IS MAINTAINING THE DESIRED TEMPERATURE 48 V 3. EARTH SLIDES,MUD FLOWS,EARTH SLOUGHING,OR OTHER EARTH MOVEMENT WHICH LEAVES THE PROPERTY. 1. HEIGHT FROM FINISH FLOOR TO BOTTOM OF VIEWING AREA:48 INCHES,MAXIMUM. HOURS AFTER START-UP AND AGAIN PRIOR TO TURNING THE BUILDING OVER TO THE OWNER. B. EMPLOY ALL REASONABLE MEANS AND METHODS TO CONTROL OR DIVERT UPSLOPE STORMWATER RUNOFF AWAY FROM 2 VISION PA NEL HEIGHT:22-1/2 INCHES. END OF SECTION 13 CLEARED AND GRUBBED AREAS,STOCKPILED MATERIALS,AND OTHER DISTURBED AREAS THAT WILL BE OPEN OR STOCKPILED 3. VISION PANELWIDTH:2D-112INCHES r l FOR PERIODS LONGER THAN2 WEEKS. 4. GASKETS:55 TO 70 DUROMETER EXTRUDED BLACK SANTOPRENE WITH WINGS THAT SEAL AGAINST ROUNDED EDGES OF �.( DOOR,FITTED INTO MATCHING PRE-FORMED GASKET KEY AND HELD BY FRICTION. w C. PRESERVE EXISTING VEGETATION WHERE PRACTICABLE AND REVEGETATE OPEN AREAS AFTER GRADING OR CONSTRUCTION. 5.BUMERS:POLYETHYLENE SPRING TYPE WITH 4 INCH PROJECTION. 1. HEIGHT:42 INCHES. D. CONTINUOUSLY SECURE OR PROTECT SOIL STOCKPILES FROM RUNOFF AND EROSION THROUGHOUT THE PROJECT WITH 2. COLOR:ROYAL BLUE. TEMPORARY SOIL STABILIZATION MEASURES OR PROTECTIVE COVER. 6.ACCESSORIES:LIMITING POSTS(BOLLARDS)AS SHOWN BY ARCHITECT ON PLANS. E. IF CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE,THE ENTIRE SITE SHALL BE STABILIZED USING VEGETATION OR A H.VERIFY THAT OPENINGS ARE READYTO RECEIVE WORK AND OPENING DIMENSIONS AND CLEARANCES AREAS INDICATED ON HEAVY MULCH LAYER,TEMPORARY SEEDING,OR ANOTHER METHOD THAT DOES NOT REQUIRE GERMINATION TO CONTROL DRAWINGS. PROJECT NO: EROSION. 1.INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. DRWN BY: 1W CHkD BY: 7N1 F. WHEN-SITE UNTIL D SATURATED BEEN REROM THEDUCED MINIMIZE WATERSPILLAGE ON ROAD$KS AND ALL BESTREET USED OR LOADS SHALL BE DRAINED 2.COORDINATE STALLDOORS QUENCEACCURATELY OF ELY WITALLATION ARANCE,THERANCHORS, RS,KTOHARDWARE AVOIDWARE DELAYS. ON-SITEEUNTIL DRIPPING HAS BEEN REDUCED TO MINIMIZE SPILLAGE ON ROADS AND STREETS. 3.FACTO DOS DATA AND AS YW SPECIFIED, CLEARANCES,WARP,TWIST, ANDACCESSORIES ACCORDING TO DATE: 02-04-22 MANUFACTURER'S DATAANDAS SPECIFIED,NSA$FROM WARP,TWIST,OR DISTORTION. G. CLEAN ALL CATCH BASINS AND INLETS PROTECTED FROM SEDIMENT PRIOR TO FINAL ACCEPTANCE.THE CLEANING OPERATION 4.FOLLOW MANUFACTURER'S INSTRUCTIONS A$REQUIRED T0: SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. a.CLE N AND LUBRICATE OPERATING PARTS. H. ESPC MEASURES INSTALLED DURING CONSTRUCTION SHALL BE REMOVED WHEN CONSTRUCTION AND SITE DISTURBANCE b.ADJUST TO OPEN AND CLOSE SMOOTHLY AND FREELY WITHOUT BINDING. C ACTIVITY ARE COMPLETE AND PERMANENT SOIL STABILIZATION IS IN PLACE. a CHECK SEALS FOR PROPER FIT. CP 101 5.CLEAN SURFACES SOILED BY WORK AS RECOMMENDED BY MANUFACTURER. I. REMOVE AND DISPOSE OF WASTE AND UNUSED BUILDING MATERIAL. 6.PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 7.TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION.