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3.Compression test results of each proposed mix,to include the following: B.All concrete shall be placed immediately after proper mixing in a manner so as to prevent separation of ingredients. Power vibrators Drawings and Specifications: C.Painting contractor shall sand wood surfaces before applying finishes,and all nail holes,cracks,etc.shall be filled with wood filer after REVISIONS
<br /> shall be used to assure a dense,smooth job,free from voids and honeycombs,but care must be used so that there is no separation of first finish coat is applied. I I J �1 y
<br /> a.Results from not less than 30 consecutive compressive strength tests,performed within the preceding 90 days,on concrete provided ingredients. 1.Surface preparation,required priming,and finish palming of all extenor surfaces and interior surfaces specified herein including 0 0 (0 (7
<br /> from the same plant,and of the same materials and essentially same mix. Acompressive strength test shall be defined as the average 28 painting,staining,and transparent finishes. D.The application of finish painfing shall be considered an acceptance of the surfaces to be covered,and claims for failure of finish
<br /> day compressive strength of companion cylinders made conforming W ASTM C172 and ASTM C31,and tested in conformance with ASTM C.Concrete temperature when placed shall not exceed 90 degrees F. painting as a result of unsatisfactory subsurfaces will not be allowed. so
<br /> C39. B.Without restricting the extent of the work to be performed,the Work shall include,but is not necessarily limited to,the following: o N
<br /> D.Fog spmyrng shall be used when wind and temperature conditions would cause rapid surface drying and plastic shrinkage. See ACI 1.Exposed surfaces of famous metal work,including galvanized,both exterior and interior,including metal fabrications and 3.03 Applicationm c3
<br /> b .Computation of the average strength and standard deviation of the compressive strength data,as establishby ACI 318. 305R for further recommendations. Casting of water on the concrete surface will be strictly prohibited. pre-engineered metal canopy. 5 ZZ y ZZ m
<br /> 2.Exterior galvanized and ferrous metal piping. A.Skilled painters shall be used under competent supervision to apply material in strict accordance with manufacturer's directions,
<br /> c.Demonstration that the average strength of the proposed mix design meets or exceeds the specified strength in accordance with the 3.03 Finishes 3.Wood thin and shelving. including coverage rates and film thickness. Brushes,rollers,or spray shall be used as applicable. Each coat shall be applied in such a Z
<br /> following: 4.All yard pavement striping and symbols. manner as to produce an even film of uniform thickness,free of runs,sags,brush marks,visible paint laps,and skipped or missed areas. U) O
<br /> A.Formed Surfaces: Crevices and partners shall be completely coated,but clogging lines or leaving undue amounts of paint shall be avoided. 0 F U
<br /> I.if standand deviation is less than 500 psi,then average strength>specified minimum strength+(1.34 by standard deviation). C.The following items shall be furnished with one factory-applied prime coal as specked elsewhere in these Specifications: IX d Z
<br /> it.if standard deviation is greater than 500 psi,then average strength(specified minimum strength-500+(2.33 by standard 1.All exposed concrete edges and wtnem shall be chamfered l inch unless notes otherwise on the Drawings. 1.Metal fabrications. B.No exterior painting shall be done immediately after min,during foggy weather,when rain is predicted,or when the temperature is Q
<br /> deviation). 2.Structural steel. below 50 degrees,unless the products to be used are designed to be used In those environments. V) O FX Q
<br /> 2.Al fns and projections shall be removed. W m U V)
<br /> C.Certificates: Letters of certification shall be submitted from the manufacturers of each admixture and the supplier of each type of D.The following items shall not be finish painted,unless otherwise noted: C.Contractor shall comply with recommendations of the paint manufacturer for drying time between coats. I--' J U V)
<br /> aggregate and concrete certifying that the materials proposed meet the ASTM requirements specified elsewhere in this section. In addition, 3.The holes shall be patched with Portland cement grout. 1.Pre-engineered steel building structural frame,purlins,and girts. Q W W W W
<br /> should admixtures from varying manufacturers be utilized,concrete supplier shall certify in writing that all products are compatible for use in 2.Structural steel. D.No thinners shall be used without the consent of the Owner. J Z = Z J
<br /> the design mix. 4.Any honeycomb or other defective areas shall be cut back to solid concrete with edges slightly undercut. These areas shall then be 3.Exposed conduit and interior piping except that mounted to painted wall surface. n' Q U O J W
<br /> patched with adhesive grout as specified below. 4.Any other material in these Specifications noted to be finished. E.No primer or paint shall be applied when temperatures are outside the limits for proper coating application as published by the paint ad d F (n F-
<br /> 1.04Quality Assurance manufacturer. (n F- >: V) F-
<br /> 5.All exposed formed surfaces shall be rubbed smooth upon final curing. 1.02 Related Work Specified Elsewhere W W 5 (/) W W
<br /> A. Inspection and Testing 3.04 Pavement Striping J U U Zw
<br /> B. Tops of concrete foundation piers shall be finished level and true with no more than 1/8 inches differential in any director. A.Automated Fueling System-See Section 15460. > Q.coV d U LU L) i
<br /> 1.The Owner shall provide and pay for,under separate contract,the services of a qualified,independent laboratory to insure that all A.The Contractor shall perform all pavement and symbols. U W U Z Ur ❑ K Z
<br /> materials and procedures furnished under this contract are in compliance with all of the provisions of the Specifications. 3.04 Curing of Concrete 1.03 Submittals W n
<br /> B.Stripes shall be 4 inches wide and true W line. Ur = Z V) Q (D m n
<br /> K ❑
<br /> 2.The testing laboratory shall have the authority and is expected by the Owner to reject all materials that do not perform to these A.General A.The Contractor shall submit a complete schedule of all paints proposed for use. List shall indicate the following: Z (� (.5 Z W Z Z W O O r
<br /> Specifications. The Contractor shall be required to cooperate with the representatives of the testing laboratory in every way and at no time 1.Manufacturer's name. C.Pavement or Floor surface shall be clean and dry prior to application. J Z Z O LL Z F- W w w a
<br /> prevent or hinder the performance of their work. 1.All concrete including grout work shall be maintained continuously wet and above 50 degrees F for a minimum of seven full days after 2.Brand name of paint. U Q 2 w w w m
<br /> placing,except as otherwise specified herein. 3.Surfaces on which k is to be applied. D.Temperature shall be maintained above 50 degrees F. �_ U U 0 w w
<br /> 3.No concrete shall be placed before Ne testing laboratory approves the forms and reinforcing. Concrete pouring shall be scheduled 24 d m (n (7 J U a a m a
<br /> boom ahead and written notice or telephone call shall be made to the testing laboratory. No concrete shall be poured without the approval B.Other Top Surfaces(Footings,Piers,and Similar Horizontal.Surfaces): B.Submit a complete display of color samples. 3.05 Cleaning and Disposal nl c v
<br /> of the testing laboratory. No concrete shall be poured on Saturdays or Sundays without the written approval of the testing laboratory and r r r r r r r r
<br /> the Project Manager. 1.Other surfaces may be cured as specified herein for Boor slabs or by the following alternate procedure: C.Samples of special coating materials shall be furnished to demonstrate the manufacturer's standard colors and finishes. A.Contractor shall touch up and restore damaged finishes. to O to O r O r O
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<br /> 4.The testing laboratory shall make three 6 inch dim.by 12 inch high test cylinders tram each 40 cubic yards or fraction thereof of a.Apply"Curing Compound"as specified herein uniformly over fresh concrete by spray or roller methods,as soon as possible after D.The Contractor shall submit Product Data and other beemleal information in accordance with Section 01300 to Polly define the products B.Spilled,splashed,or splattered paint shall be removed from all surfaces. Contractor shall not mar surface finishes of items being (0 (D to CD (0 (o (o (o
<br /> concrete and for each type of concrete as It is cast in any one day. The testing laboratory shall be responsible for the making and curing of finishing is completed and bleed water has disappeared but while surfaces are still damp. under this Section. cleaned. r r r r r r r r
<br /> test cylinders in sister accordance with ASTM C31.
<br /> b."Curing Compound"shall be applied at a rate of coverage as recommended by the manufacturer. 1.04 Regulatory Requirements C.Contractor shall remove surplus materials,containers,equipment,and tools promptly when not needed. Oily rags and waste shall be
<br /> Of the three cylinders made from each 40 cubic yards of concrete one will be tested at an age of seven days the other two at an age of defectd daily;destroyed or depwited in tightly covered metal containers. Contractor shall clean up and dispose of debris at close of each
<br /> 28. Each test report shall be submitted to the Owner by the testing laboratory in triplicate and include the following information. 2.Concrete sorrows,which are to receive additional concrete,leveling grout for base plates or similar materials,shall be thoroughly A.Codes-Construction and materials shall comply with the requirements of governing authorities and codes pertinent to the work work day and upon completion of all painting operations.
<br /> cleaned to remove laitance,coatings(including wring compounds),stains(including mat),debris and other foreign material which would involved.
<br /> a.Date sample was made. impair the proper bonding of new material. Broom surface with neat cement or epoxy bonding agent immediately before the depositing of D.Upon completion of the Work,all surplus materials,debris,tools,and equipment shall be removed from the site.
<br /> b.Location of concrete placement from which test sample was made. the new material. 1.05 Product Delivery,Storage,and Handling SECTION 10250 - FIRE EXTINGUISHERS & ACCESSORIES
<br /> c.Date of sample testing.
<br /> d.Slump and air content of concrete as placed. D.Famed Surfaces(Walls,etc.): A.All painting materials shall be delivered to the site in the manufacturers original sealed containers with all labels intact and legible. PART 1 GENERAL U
<br /> e.Mix proportions. Acceptable project materials and related equipment shall be stored at the project site in a suitable location restricted to these materials. Z
<br /> I.Admixture content. 1.Formed surfaces shall be cured by leaving the formwork in place a minimum of seven days after placing the concrete or by the Contractor shall comply with all health and fire regulations. 1.01 Scope of Work J
<br /> g.Density of concrete. fallowing alternate procedure: J
<br /> h.Description of break. PART 2 PRODUCTS A.Under this Section of the Specifications the Contractor shall provide all labor,materials,tools,and equipment necessary to install fire
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<br /> I.Concrete strength specified. a.Formwork shall remain continuously in place for a minimum of 48 hours after the concrete is placetl, extinguishers,cabinets and accessories in accordance with the Drawings and Specifications. Y
<br /> 2.01 Materials 0
<br /> PART 2 PRODUCTS b.After 48 hours the formwork may be removed and a"Curing Compound"applied as specified above. Do not allow formed surfaces to 1.02 SubmittalsU Q
<br /> dry out before coating with"Curing Compound". A.To establish standard of quality,the materials specified hereinafter shall be the products of Sherwin Williams,unless another Q m
<br /> 2.01 Materials manufacturer is specifically named. Approved equivalent products of other manufacturers may be provided. A.The contractor shall submit shop drawings and product data in accordance with Section 01300. O
<br /> c.If formed surfaces are rubbed prior to a minimum of seven days of cure,curing compound must be reapplied immediately after robbing 06
<br /> A.Cement is complete and before surfaces are allowed W dry out. B.Basic materials,such as raw and boiled linseed oils,turpentine,driers,and oxide,shall be pure and shall be of the highest quality B.Shop drawings will indicate rough openings,location,number and type of fire extinguishers to be installed in accordance with the 2 (9
<br /> obtainable. Drawings and Specifications. F-- Z
<br /> 1.Portland cement shall conform to ASTM C150,Type I. One brand of cement only shall be used throughout the entire work. The use 3.05 Patching W =
<br /> of fly ash will not be permitted. C.Material List 2 U U
<br /> A.Concrete patchwork shall be bonded to existing concrete with concrete adhesive as specified herein. 1.03 Regulatory Requirements Z
<br /> B. Fine Aggregates Paint 05 Z U
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<br /> B.The entire area of contact between the new concrete and the existingconcrete shall be prepared and waletl with concrete adhesive in Coda Material A.The American with Disabilities Act ADA of 1990.
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<br /> 1.fine aggregates shall be clean,uncoated sand conforming to ASTM C33. accordance with the directions of the producer of the adhesive. F U � W
<br /> A Shopwat Primer E61 RC 21 B.NEPA 10-Fire Extinguisher Z nguisher Size and Placement Criteria ~ W ti
<br /> C.Coarse Aggregates C.Patching shall be done with a mixture of fine aggregate and concrete adhesive proportioned as recommended by the adhesive 8 Galvite HS 8504230 �_ d Z Ur" V) J z
<br /> manufacturer. Use of lead plugs or plastic inserts to patch form fie-hole cone impressions Is not permitted. C Industrial Enamel B64 PART 2 PRODUCTS W d Z �' m z
<br /> 1.Coarse aggregates for all concrete shall be crushed stone conforming to ASTM C33. Gradation shall conform to ASTM C33,Table F Prep Rite 200 Latex Wall Primer B28W200 are 06 LL V)
<br /> SECTION 07900 a J F V w x_
<br /> 2. Maximum aggregate size shall be as specked herein. G Pro-Mar 200 Alkyd Semi-Gloss Enamel B34W200 or Low VOC 83442250 as required 2.01 Portable Fire Extinguishers F-
<br /> PART 1 GENERAL H Wood Classics oil stain A49 1- Q ?❑ w m
<br /> D.Water Wood Classics Polyurethane Varnish Satin A67 A.Fuel Areas and Garages-101b.ABC Multi-Purpose Dry Chemical model no.3020 as manufactured by Potter-Roemer or approved U W Z (n > Q 06 i o '9ry
<br /> 1.01 Scope of Work J Pro-Mar 200 Latex Semi Glass 8314200 similar. F Q W w rc o
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<br /> 1.Mixing water shall be clean and free from all oil,acid and injurious amount of alkalis and other salts. K Pro-Mar Alkyd Zone Marking Paint B29 Q W X X O >�_ W d
<br /> A.Under this Section of the Specifications the Contractor shall provide all labor,materials,tools and equipment necessary to complete the 2.02 Accessories m (� U LL W U > ❑ur W z F
<br /> E.Admixtures following items of work in accordance with the Drawings and Specifications: a i
<br /> NOTE: All of the above items may not be used In this project. See distribution color schedule and Drawings. A.Mounting Brackets shall be 16 Ga,glossy polyester-coated steel with spring type band and/or rubber strap. r r r r r r r a $0 a,
<br /> 1.General: All admixtures shall be of a common manufacturer and shall be tested for compatibility within the specified mix. 1.Joints and cracks to be caulked and sealed,including but not limited to: Cl) d' (0 O r O
<br /> Altematively,the concrete supplier must provide a letter of certification of compatibility as specified in Paragraph 1.03C. 2.02 Distribution S.Self adhering red and white vinyl"Fire Arrow"symbol model no."FA"shall be as manufactured by Potter-Roemer(800-547-3473). O N to O (0 r N {
<br /> a.Around base of diesel fuel dispensing pumps. 0 0 0 O O r r V
<br /> 2.Water reducingagent: Shall conform to ASTM C494 Type A;"Pozzolith"as manufactured b the Master Builders Company, 'Eucon A.PaintT es PART 3 EXECUTION O (D Z
<br /> 9 YP Y P Y•' YP r r
<br /> WR-75"as manufactured by Euclid Chemical Company,"Plastocrete 161"by Sika Chemical Corp.,or approved equal. b.At a1I locations noted on the Drawings to receive caulking or sealants. 1 at Coat 2nd Coal 3rd Coat ® -
<br /> Exterior Surfaces 3.01 Installation
<br /> 3.Entrainingair agent: Shall be a liquid compound specifically formulated far the sola purpose of embainin air and shall conform to 1.02 Submittals 1. Ferrous Metals A C C
<br /> 9 Q P p Y P rpo 9
<br /> ASTM C260;"Micro-Air"by Master Builtlers,'Daravair-M"by W.R.Grace Co.,or approved equal. (Shop Coat by Others) A.Install Fire ExtinguishersSubmitriand Cabinets plumb and level where indicated on Drawings,at appropriate heights. Al such locations shall Z
<br /> A.Submit manufacturers literature and color samples of all sealants,caulking,and fillers. 2. Galvanized Metals B C C be verified with the Owner
<br /> r prior to beginning installation. PM
<br /> 4.Sags,chemicals and other substances for controlling the set or prevention of freezing shall not be used. 3. Pavement Striping K K - O -
<br /> 1.03 Quality Assurance 4. Pre-Engineered Canopy A C C S.Brackets or hangers shall be installed rigidly and so that extinguishers will be plumb.
<br /> F.Curing compound: Shall be a stabilized chlorinated rubber compound"Super Floor Coat"as manufactured by the Euclid Chemical (Shop Coat by Others) W
<br /> Company,Cleveland,Ohio,or approved equal. If lose)requirement require VOC complaint material,then"Super Diamond Clear VOX" A.Reference Standards: 5. Exterior Piping A C C C.Install fire arrow symbol above each fire extinguisher in accordance with manufacturer's instructions. W
<br /> shall be used.Alternative products are unacceptable unless approved by the Project Manager after review of complete product data and SECTION 15460 - AUTOMATED FUELING SYSTEM
<br /> laboratory lest results substantiating moisture loss control capabilities. Said data shall be submitted by the Contractor to the Project 1.Some products and execution are specified in this Section by reference to published specifications or standards of the following(wfth Interior Surfaces Z
<br /> Manager in sufficient time for a comprehensive review. respective abbreviation used): 1. Ferrous Metals A C C PART 1 GENERAL
<br /> (Shop Coat by Others) V) 'n
<br /> G.Curing sheets: Shall be a composite of 10 ounce burlap and 4 mil white polyethylene equal to BurLene as manufactured by the Max a.The American Society for Testing and materials(ASTM) 2. Galvanized Metals B C C 1.01 Scope of Work 2 v
<br /> Katz Bag Co., Inc.,Indianapolis, Indiana. 3. Gypsum Board and Exposed Plywood F G G F- W O Z
<br /> PART 2 PRODUCTS 4. Wood Trim,Shelving H I J A.The work included under this section shall consist of furnishing all materials,supplies,equipment,tools,transportation and facilities aw Z H.Concrete Adhesive: Shall be a two component, 100%solids, 100%reactive epoxy compound suitable for use on dry or damp 5. Exposed Piping,Tubes, performing all labor and services necessary for,required in connection with,or properly incidental to the installation of the work described it W I- y W
<br /> surfaces,"Euco Epoxy No.452MV or No.620"by the Euclid Chemical Corp.or"Sikadure 32 Hi-Mod"by the Sika Chemical Corp. 2.01 Materials Conduits-Finished Areas B C C this section of the specifications and/or shown on the drawings,or reasonably implied. Y 2 W y ,
<br /> I.Non-shrink Grout A.Sealant for exterior use and for exterior and interior expansion joints shall be silicone and one of the following: B.Color Schedule B.This Contractor shall include the necessary equipment,piping,valves,specialties,tests,etc.,as shown on the design drawings and/or of (-) L)
<br /> 1.Interior gypsum board and interior exposed plywood-Medici Ivory SWI 634.p as called for in the specifications. This work shall include the complete installation of the automated fueling system to consist in general of O Z Z
<br /> 1.The non-shrink grout shall be"Euco NS"by the Euclid Chemical Co.,or"Mastemow 713"by Master Builders. The factory pre-mixed 1.Mono-Tremor. 2.Interior concrete black-Walnut Brown SW4009 wainscot to 48"above finished Boor,with Medici Ivory SWI 634 above. the following: O O W
<br /> grout shall perform to ASTM C1107,"Standard Specification for Packaged Dry,Hyrimulic-Cement Grout(Non-shank)." 3.Pipe bollards,exterior natural gas pipe,guard posts and rails,block heater posts-OSHA Yellow. (n -)
<br /> 2.790 Silicone Building Sealant-Dow Corning. 4.Pavement striping and symbols-Yellow Y-2.(Blue where required by ADA code.) 1.Fuel Dispensing Equipment Z V = W
<br /> 2.Where high fluidity and/or increased placing time Is required use"Euco Hi-Flow Grout"by the Eudid Chemical Co.or"Masterfiow 928" 5.Wood trim and shelving-stain to match wood paneling. Z W (n D
<br /> by Master Builders. The factory pre-mixed grout shall conform to ASTM C1107,"Standard Specification for Packaged Dry, 3.Gehl N-General Electric Company. 6.Canopy outlooker beams and perlins-color to match pre-engineered building wall panels. 2.Installation of the new underground fuel storage tank O W L) LL
<br /> HydraullaCementGrout(Non-shrink)." 7.Pump island exposed sides-OSHA Yellow Vr 0
<br /> B.Sealant Colors: Expansion joint sealants shall match the face color of the surrounding items. 8.Exterior exposed conduits to match mounting structure 3.Installation of the Automatic Tank Gauging System W W W
<br /> PART 3 EXECUTION 9.PART 3 EXECUTION 0 Frill cover la be API ergency shut-off calor cod dox to be ainted far diesel safety red unless pre-painted safety red 4.Tank Piping and Accessories W W Z Z Z ~ Q £
<br /> 3.01 Proportioning and Strength of Concrete LU
<br /> 3.01 General PART 3 EXECUTION 5.Temporary Earth Diking U U F J F W Q
<br /> A.The proposed mix designs for all concrete shall be submitted to the testing laboratory and the Project Manager for review and approval Z Z y Q Z W F U __ Q n B?
<br /> in accordance with Article 1.03. Only concrete made with a mix approved by the testing laboratory and the Project Manager will be used in A.All joints and cracks shall be rendered weathertight by caulking and sealing wherever such joints and cracks are not closed otherwise 3.01 Job Conditions 6.Site controller and Island Cam Reader(ePueling System) O O Q W Q W = QJ � � og
<br /> the work. against the weather. Any joint or crack in the exterior wall construction,fixed or subject to expansion and contraction movement of the wall U U V (n d LL Q UL L) z m y�
<br /> components,which might pass air,rain or snow from the outside to the inside of building shall be sealed against such passage. A.Contractor shall comply with manufacturer's recommendations as to environmental conditions under which paints and coating systems C.In conjunction with the installation of this work,this contractor must lay out his own work,establish his own levels,cooperate to the r CD CD r r r r r JQy¢ ape
<br /> B.All concrete shall be made with Portland cement,fine and coarse aggregate and admixtures as specified herein and as outlined in the can be applied.
<br /> fullest extent with other trades wedring on the project and protect his and other work damage through carelessness by his trade. r W tL O
<br /> 3 table below. Fly ash will not be permitted. 3.02 Installation O O O O O to (OD W } M U ek
<br /> B.Finishes shall not be applied in areas where dust is being generated. D.Completion and submission of the signed tank installation check list. r N M 0) 0) N V U ui yg
<br /> o C.Concrete for exterior walls,and all exterior wnemte work shall contain 6 plus or minus 1.5 percent total entrained air. Entrained air A.All sealants shall be stored and applied in accordance with the manufacturers printed Instructions. M M M 11 01 O lin
<br /> dshall be obtained by the use of an air entraining agent as specified in PART 2. C.Contractor shall cover or otherwise protect finished work of other trades and surfaces,equipment,etc.not being painted!mncurently NOTE:Final payment will be withheld unlit receipt of tank installation checklist. O O O O O r r -
<br /> B.All joints to receive sealants shall be thoroughly clean,dry and free from dust,oil,grease,loose mortar or any other foreign matter. or not to be painted. The Omer,or his representative,may request protective covering whenever or wherever the Owner feels such W
<br /> ce D.In addition to properties specified below,maximum allowable water/cement ratio for all walls,stabs,and any concrete 4000 psi or protection is warranted. E.Start up and calibration of the fuel dispensers. 0 Eco
<br /> greater shall be 0.45. C.Sealants shall be gun applied through a nozzle opening of such a diameter that a full bead of sealant is gunned into the joint,filling the "o
<br /> joint completely. D.Contractor shall take all protective measures required to prevent accidents and fire,safeguard equipment and personnel and to prevent F.Stan up and calibration of the in-tank gauging system. u o0
<br /> E. Physical Properties: interference with normal painting operations. v/r=w
<br /> g Maximum Water Maximum D.All beads shall be tooled immediately after application to insure firth,full contact with the inner faces for the joint. Excess material shall G.Start up of the automated fueling system and instruction of Owner personnel. Z U.
<br /> 28 Day Aggregate Reducing Entrained Allowable be struck off with a tooling knife or stick. E.Storage of materials and equipment,mixing of paints,and cleaning of tools and equipment shall be In areas assigned for this purpose X O w0
<br /> Location Strength Size Agent Air Slump and in accordance with local fire department regulations. These areas shall be maintained in clean and orderly condition taking precautions €
<br /> a E.The finished bead shall be Bush with the surface,or as otherwise indicated to prevent fires. Paint shall be kept at room temperature. 1.02 Submittals J
<br /> U Footings 3000 psi 1-1/2 inch No No 3 inches w O
<br /> g
<br /> F.Sealant shall be used within the temperature ranges recommended by the manufacturer. F.In general,the Contractor shall perform painting after other work has been substantially completed. When so directed,the Contractor A.Submit shop drawings in accordance with Section 01300, Q Q iw
<br /> o Exterior Walls& shall paint at times and in locations which will best expedite progress and completion of the Project. Z Q U Nz
<br /> other exterior G.All excess materials and smears adjacent to the joint shall be removed as work progresses. B.The contractor shall be responsible for executing the fiberglass tank manufacturers"Installation Checklist and Inspection Procedure fol Z O 0
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<br /> X concrete work 4000 psi 1 inch Yes Yes 4 inches G.Adequate ventilation shall be provided during paint application. Respirators shall be worn by all persons engaged in spray painting. Fiberglass Underground Tank Installation." The checklist shall be initialed and signed by the contractor and the Owners representative U LL
<br /> W H.When used,masking tape shall be removed before compound cures. where required and submitted M the Owner upon completion of the work. Final payment shall not be made until Owner receives this
<br /> m 3.02 Placing of Concrete 3.02 Surface Preparation checklist. Z Z V) U a
<br /> li 1,At the completion of work sealants shall provide windproof,waterproof,weatherproof and dustproof joints. O W W w 90
<br /> 1 SECTION 09900 - PAINTING V)A.The bottoms of footing excavations shall be on undisturbed earth,properly leveled and cleaned before placing concrete. A.The Contractor shall thoroughly prepare surfaces before painfing to assure smooth finishes and proper paint adhesion. Dust,dirt,oil, 1.03 Basic Materials and Methods
<br /> 1 U) UAN
<br /> grease,loose coatings,mortar,scale,refuse,and other foreign substances shall be removed. Where paint remover is used,Contractor LU Z
<br /> LL PART 1 GENERAL shall wash cleaned surfaces with solvent prior painting. Clean cloths and clean fluids shall be used to avoid leaving any residue film. A.This Contractor will be responsible for furnishing,receiving,handling and installing the fiberglass underground fuel storage tank,fuel Z O 0, U Z
<br /> L0 Cleaning and painting shall be programmed w dust or spray from the cleaning process does not fall on wet painted surfaces. Surfaces management system,dispensing equipment pipe,fittings,and all other items required for the complete installation. W Q Q O Z
<br /> E 1.01 Scope of Work shall be kept clean,dry,antl in suitable condition to receive the finish. of � U W
<br /> p B.Al systems and equipment are to be installed according to the equipment and tank manufacturers instructions. This Contractor shall 06 W Z 2 SCALE:
<br /> w A.Under this Section of the Specifications the Contractor shall provide all labor,materials,toots,and equipment necessary to complete B.Shop primed metal surfaces shall be prepared for finishing by wire brushing field welds and damaged areas of primer down to bare obtain adequate installation supervision from the manufacturers representative to Insure the proper installation of all systems and shall Ur Z O W W N.T.S.
<br /> ❑ the following items of work in accordance with the provide checkout and start-u service b a qualified representative of the equipment manufacturers. U
<br /> U 9 bright metal,in accordance with SSPC-SP-2 Hand Tool Cleaning. Surfaces shall be touched up with specified primer to forth a complete P P Y 9 PZ Y Z U
<br /> W unbroken coating. Compatibility of previous primer and subsequent coats shall be tested. If there is evidence of incompatibility such as W06 Q Q [DRAWING
<br /> DRAWN BY:
<br /> 0 lifting of previous primer,paint manufacturer shall be consulted for recommendations. No extra cost will be allowed for corrective ♦ ♦ Q O I¢-' } W ca Q. GLZ
<br /> measures. v
<br /> J W af Q Z J DATE:
<br /> 103 1/2512015
<br /> W Ix C) Z Q2 Z' m WPROJECT NO.
<br /> U (n W (n (n Q 7 LL CA-1098
<br /> Wr r r I r r r NO.
<br /> ^ 0 0 0 0 0 0 0
<br /> Ll M O I__ M O N V
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<br /> 0 0 0 0 0 0 0
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