|
I
<br /> I
<br /> ONWANNERM
<br /> � 11111111111111111111111111111111111111M
<br /> , NOWENWAM
<br /> 3 Compression 'rest results of each proposed inix. to include the lollowing B, All conclete shall be placed ninnediately after proper mixing in a manner so as to prevent separation of ingredients, Power vibrators Drawings and Speclffcaflons� — ,, , ,
<br /> . shall be used to assuite a dense, smooth job, free from voids and honeycombs, but care must be used so that there is no separation of C. Painting contractor shall sand wood surfaces before applying 'inishes and all nail holes cracks etc shall be filled with wood filler after : RE-VISIONS
<br /> a, Results frOin not less than 30 consecutive conipressive strength tests. performed within the preceding 90 days on concrete provided ingredients. 'list finish coat is al--)plied : ------,-,---T_I_r�I--------.,--
<br /> i
<br /> fioin the same plant and of the same rriaterials and essentially sarne mix. A compressive sliength lest shall be defined as the average 28 1. Surface prepaiation, requited prii-ning arid finish painting of all exterior surfaces and interior surfaces specified herein InClUding I
<br /> ( painting, staining. and transparent finishes, I i: _J __1
<br /> i _J i
<br /> i 0 I U � 0
<br /> !
<br /> Jay compressive strength of coniparrion cylinders made conforming to AS FM C1 72 arid ASTM C31, and tested Ili confornnance with ASTM C. Concrete tempeiature when placed shall not exceed 90 degrees F D The application of fimsh painfing shall be considered all acceptance of tile surfaces to be covered. arid claims For Failune offinish : 11 ___ ---
<br /> C39 ! 1 __it-_____ - ___ -
<br /> � ,'�.-) 1_() � _0
<br /> inperatUre conditions would cause rapid Surface drying and plastic shrinkage See ACI 1 Exposed surfaces of ferrous inetal work, including galvanized. both exterior and interior, including metal fabrications and 3 03 Application . :�� I ��
<br /> D, Fog spraying shall be used when wind and ter B Without resti cling the extent of the work to be pet formed. the Work shall include, but is not necessarily inlited to. the following: painting as a result of unsatisfactory subsurfaces will riot be allowed
<br /> -
<br /> b Computation of the average strength arid standard deviation of the compressive strength data, as established by ACI 318, 305R for further recommendations. Casting of water on the concrete surface will be strictly prohibited. pre-engineered instal canopy I _0 1 G) 0
<br /> .-- ;
<br /> 2. Exterior galvanized arid fen-OUS rnetal piping i :�: I i:: I g?�
<br /> � '1' I t.0 I eD
<br /> -ength in accordance with the 3.03 Finishes A. Skilled painters shall be used Under competent supe,rvision to apply i-naterial in strict accordance with nianufactuier's directions, i __.D �
<br /> c Dennonstiation that the average strength of the proposed mix design meets of"exceeds tile specified all �_
<br /> following, 3, Wood trill and shelving 0 _____.f-_.__ - ___._____ _---.
<br /> A. Formed Surfaces 4� All yard pavennent striping and syrnbols InClUding cover age rates and rilin thi,c.1kness Brushes. rollers, or spray shall be rise I d as applicable. Each coat shall be applied III such a Z I i
<br /> rnanner as to pioduce all even 'i1nn of uniform thickness, 'lee Of runs. sags, haish mailks Iisible paint laps, arid skipped or nnesed areas 10� I
<br /> i if standard deviation is less than 500 psi, then average strength > specified ininklium strength + (1,34 by standard deviation). .,-.- 1 �
<br /> -npletely coated. but clogging iines or leaving unclue aniounts of paint shall be avoided I — I
<br /> Crevices arid colners shall be cot � (O
<br /> -ength -500+ (2,33 by standard 1, All exposed concrete edges and corners shall be charnfered 1 inch unless notes otherwise oil tile Drawings. C The following tems shall be furnished with one factory-appliod prime coat as specified elsewhere in these Specifications 0 F- ()
<br /> ii� if standard deviation is greater than 500 psi, then average strength (specified rinininni-Hil sti 0
<br /> deviation) 1. Metal fabrications I CK
<br /> i
<br /> -ejections shall be removed below 50 degrees, unless the products to be used are designed to be used Ili those environments y : i
<br /> 2 All fins and pi 2. Structural steel. B No exterior painting shall be done ininiediately after a i during foggy weather when rain is predicted, at,when the terniceiature is < 0- Z �
<br /> C. Certhicates. Letters of certification shall be submitted from the nianufacturers of each admixture arid the suppherofeach type of ,- 0 1
<br /> i w 0 .- � I i
<br /> I
<br /> 1). The following items shall not be finish painted, unless otherwise noted : 1A M () W ! i
<br /> I
<br /> : -
<br /> aggregate and concrete ceifilying that the materials proposed rneet the AS I-M ioquirennents specified elsewhere in this section. In addition, 3 Tie holes shall be patched with Portland cement giout, 1. i-_)re-engineered steel bUilding StnUiCtLIral franne purlins, and gifts. C Contractor shall comply with lecornmendations of the paint manufacturer for drying tinle between coats ! �_ _j W
<br /> should admixtures from varying niantifacturers be utilized. concrete supplier shall certify in writing that all products are cornpatible for use in co 5, !
<br /> the design mix 2. Structural steel. i I I �
<br /> li I I
<br /> D No thinneis shall be rised withorit the consent of the Owner i i
<br /> 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 painled wall Surface. < UJ i Z UJ LIJ :
<br /> patched with adhesive grout as specified below. I _J Z :E 0 _J I I
<br /> i
<br /> I C4 Quality Assurance 4. Any other material in these,Specifications noted to be finished I 0- < C.) 0 i �
<br /> _j Ld i
<br /> i 06 a- p- (j) i
<br /> i I
<br /> E, No prinner or paint shall be applied when ten,ipclah.lres ane outside the hinits for proper coating al'.)plication as published by the point i � �
<br /> 5,All exposed fortned surfaces shall be Ribbed snnooth upon final Curing nlanUf@CtUrer I -- < I— I I
<br /> A Inspection and Testing 1.02 Related k/Vork Specified Elsewhere , F Z i I 1
<br /> � W co = _� W ry- F_ � I
<br /> I LL1 Lli I
<br /> .tory to insure that all _J T_ Z I
<br /> 1 Fhe Owner shall provide and pay for, under sepaiate contract, the services of a qualified independent labora 3 04 Pavement Striping I LLJ W D W — i �
<br /> B. Fops of concrete foundation piers shall be finished level and true with no more than 1/8 inclies differential in any direction, A Automated Fueling System -See Section 15460. :D i
<br /> in�.-�tenals arid procedures frinnished under this contract,are in coniphance with all of the provisions of the Specifications. I C) () I �
<br /> i 0 !I :
<br /> I M — - �__ o- W !-_ I
<br /> _ C) r r 'r !
<br /> 3 04 Curing of Concrete A The Contiactor shall pefficin all pavennent and symbols i < > 0� _L o C_ -,
<br /> 1 03 Subrnittals ;.7 o __ :::- I
<br /> ,
<br /> 2 The testing laboratory shall have the author ity and is expected by the Owner to reject all materials that do not conform to these A General i (-) W c) w -) - � ( 0 1 ry, �u.]
<br /> B Stripes shall be 4 inches wide arid titie to fine I 0 Z U) C -) �, I ru IV)
<br /> Specifications. The Contractor shall be required to coop(-.,rate with the representatives of the testing laboratory in every way and at no tirne A, The Contractor shall submit a complete schedule of all paints proposed for use List shall inclicale the following I fril .0 I-1-
<br /> -) (D I'-
<br /> prevent or hinder tho pei mance of their work 1. Manufacturor's name. () , __T_ 0 r1' 0.1 "
<br /> �( Cr
<br /> afier C Pavernent Or floor surface,shall be clean arid dry Prior to aptAcation - 0 7- Li- U_ :5
<br /> 1, All concrete including grout work shall be maintained continuously wet and above 50 degrees F 'of-a mininIUM of seven full days � z LIJ Z _Z' LU ' " '
<br /> - I __ () 0 () - I t-ul
<br /> placing, except as othenwise specified herein, 2. Brand narne of paint Z Z _.:) 0 iii 'Ju in
<br /> 3 No concrete, shall be placed before tile testing laboratory approves the fornis and reinforcing. Concrete pouring shall be scheduled 24 3 Surfaces on which it is to be applied _J — 5 1,75 1 I-.
<br /> ' I i �-- /
<br /> i -,..i r ( .
<br /> .K < 0 IL 1(
<br /> U.) 1) ,
<br /> I__ -D
<br /> -atory and 3 05 Cleaning and Disposal � LL co 0 U) 0 :7i u -��', '<' I ,,,I
<br /> of[lie testing laboratory No concrete shall be polled on SatUidays or Sundays without the written approval of the testing labor I -D ;� ft� -__
<br /> -y No concrete shall be poured without the approval B. Other Top Surfaces(Footings, Piens, and Similar Horizontal Sunfaces): B Subinit a complete display Of color samples D 0� (D _.J
<br /> hours alhead and written notice or telephone call shall be made to the testing laboratoi D Ternperatuie shall be maintained above 50 degitees F C) cl, 0 T "" �(10
<br /> the Project Manager i " -1 I
<br /> I ;i <�41 I 4i
<br /> 1. Other surfaces may be cured as specified herein for floor slabs or by the following alternate procedune� C. Samples of special coating materials shall be furnished to demonstrate the manurfacturer's standaid colors and finishes A Contractor shall touch up and nestore damaged finishes, i I I I I r I I P 1<1� I<1 -,J "
<br /> I LO 0 LO CD ,r......� 0 ,,r- (_-)
<br /> i N ,I- Q0 [,I- rl- V) 0 00
<br /> 4 The testing laboratory shall rinalke three 6 inch dia by 12 inch high test cylinders from each 40 cubic yards or fraction thereof of a. Apply"Curing COITIPOUnd"as specified hereiii uniformly over fresh concrete by spray or roller inethods. as soon as possible after D -1 he Gonttactor shall submit Pioduct Data and other technical information in accordance with Section 01300 to fully define the products B Spilled, splashed or splattered paint shall be. ietnoved froill all sui faces Contractor shall riot trial surface finishes of tems being I T- T- 'V-- 'T-- 7- I;r Lr) rl-
<br /> concrete and for each type of concrete as it is cast in any one day The testing laboratory shall be responsible for the nialking arid curing of finishing is completed arid bleed water has disappeared but while suffaces are still damp under this Section. I
<br /> lest cylinders Ili strict accordance with ASTM C31 cleaned (0 Q0 M (0 (0 (10 (O (0
<br /> lb� "Curing Compound"shall be applied at a rate of coverage as iteconirnended by the manufacturer. 1.04 Regulatoiy Requirernents I T- `r_ N_ T__ T_ 'Iti 'r- r-
<br /> I
<br /> 1-1 11 -111 I I
<br /> ,of seven days the other two at all age of C Contiactor shall remove surplus materials, containeis, eqUIP1110rit, and lools promptly when not needed Oily rags and waste shall be F_--_______________________,--- -----_-,-_
<br /> Of the three cylinders made finorn each 40 cubic yards of conci ete one will be tested at air age �
<br /> i
<br /> coilected daily destroyed of-deposited in tightly cov,ered rtietal containers Contractor shall clean up and dispose of debris at close ofeach i
<br /> 28. Each test report shall be submitted to the Owner by the testing laboratory Ili triplicate and include the following information. 2. Concrete surfaces, which are to receive additional c,onciete, leveling grout for base plates or similar materials shall be thoroughly A, Codes-Construction arid niatenals shall corriply with the requirements of goveining authorities and codes Pertineritto the work work day and upon completion of all painting operations. i
<br /> a Date saniple was made, cleaned to remove laitance, coatings(including curing compounds) stains(,including rust), debt is and other foreign material which would involved I
<br /> nipair the proper bonding of new material. Broorn surface with neat cenient or epoxy bonding agent immediately before the depositing of i
<br /> b Location of concrete placement fiorn whici test sample was made the new material. !
<br /> c Date of sarnple testing, 1.05 Product Delivery, Storage. and Handling D. Upon completion of the Welk, all surplus materials, debris tools, and equipment shall be removed from the site !
<br /> d Slunip and air content of concrete as placed D Formed Surfaces(Walls. etc.)� SECTION 10250 - FIRE EXTINGUISHERS & ACCESSORIES i
<br /> I
<br /> !
<br /> e, Mix proportions. A, All painting materials shall be delivered to the site in the manufacturer's original sealed containers with all labels intact arid legible. PART1 GENERAL i
<br /> f
<br /> i
<br /> � Adirnixture content Acceptable project materials and related equipment shall be sticied at the project site in a suitable location restricted to these materials i (D
<br /> g Density of conciete. 1 Formed surfaces shall be Cured by leaving the fort-riwork in place a rrinill'Urn of seven days after placing the concrete or by the Contractor shall comply witl-i all health arid fire regulations i Z
<br /> h Description of break. following alternate procedure� 1 01 Scope of Work � __J
<br /> j� Concrete strength specified. PART 2 PRODUCTS l .-i
<br /> a. Foirnwotk shall remain continuously in place for a minimum of 48 hours after the concrete is placed. A Under this Section of the Specifications the Conti actor shall provide all labor. rnaterials tools, arid equipment necessary to install fire i
<br /> exrngu�shens. cabinets arid accessones in accondance with the Drawings and Specifications � LL
<br /> PART 2 PRODUC TS 2.01 Materials I
<br /> b After48 hours the forilwork rnay be removed and a Curing Compound"applied as specified above Do not allowfoirned surfaces to I ��
<br /> dry out before coating with 'Cunng Corripound". 1.02 Submittals i
<br /> I 0
<br /> 2.01 Materials A To establish standard of qUality. the materials specified hereinafter shall be the products of Sherwin Williams, unless another I
<br /> i 0 co
<br /> :
<br /> c, If for filed surfaces are rubbed prior to a minimum of seven days Of cure, curing coMIDOUnd must be reapplied ninnediately after rubbing inanufacturer is specifically nanled Approved eqUivalent products of other manufacturers may be provided A. -The contractor shall submit shop diawings and product data Ili a,c.coidance with Section 01300 1 0 <
<br /> i
<br /> A, Cement is cornplete and before Surfaces are allowed to dry out I 0 06
<br /> B Basic materials, such as raw and boted linseed oils tuipentine, driers, arid oxide, shall be pure and shall be of the highest quality B Shop drawings will indicate tough openings. location, nUmber and type of file extingUiShOrS to be installed fit accordance with the i T
<br /> 1. Portland cennent shall conform to ASTM C150. -Type 1. One brand of cernent only shall be used throughout the entire work. The use 3.05 Patching obtainable. Drawings and Specifications. I 0
<br /> of fly ash will not be permitted. C Material List � I--- Z
<br /> i Ili —
<br /> I
<br /> B. Fine Aggregates A, Concrete patch work shall be bonded to existing concrete with concrete adhesive as specified herein. � :�; (,D =
<br /> 1.03 Regulatory ReqUike ,-
<br /> Paint ,rin e n t s t
<br /> i
<br /> icrete and the existing concrete shall be prepared and coated with concrete adhesive in Code Material 1 0() Z Z (/)
<br /> B, The entire area of contact between the new cor ----..-- _.._______._ -fie American with Disabilities Act(AIDA)of 1990 1 (/) C)
<br /> I Fine aggregates shall be clean, uncoated sand conforming to AS`TM C33 accordance with the directions of the producer of the adhesive A I ., T w �E
<br /> C CoanseAggiegates A Shopcoat Primer E6 1 RC 21 � _�] ( 0 rK W
<br /> C. Patching shall be done with a ry-fixture of fine aggregate and concrete adhesive proportioned as recommended by the adhesive B Galvite HIS B5OW230 B NFPA 10 -Fire Extinguisher Size arid Placemeot Ctiteria l , — 1— (D �- �_
<br /> I I -_ I I _ U) 1.1i f3
<br /> unanufactuier. Use of lead plugs or plastic inserts to patch form tie-hole cone rnpiessions is not permitted. C Industrial Enamel B54 I [)� ct� <� Z
<br /> 1 Coarse aggregates'or all concrete shall be crushed stone conforming tc)ASTM C33. Gradation shall conform to ASTM C33, Table PART2 PRODUCTS I — 0- -_ ,��
<br /> - Plop Rite 200 Latex Wall Primer B28W200 are I I Ll CL Z., CO 11.) 1
<br /> 2. Maxinium aggregate size shall be as specified herein. SECTION 07900 - SEALANTS I - 0 >_ --J
<br /> � �: 15; C,6 0 'e- (/) - Z
<br /> PART1 GENERAL : - = I-
<br /> G Pro-Mar 200 Alkyd Senli Gloss Enannel B34VV200 or Low VOC B34VV2250 as required 2 01 Portable Fire Extinguishers 1 < j < lr)� It
<br /> 1). Water -1 Wood Classics oil stain A49 I __ 0 F- �- 0 rill 1-1 -
<br /> .-i �� M
<br /> 1 01 Scope of Work I Wood Classics Polyurethane Varnish Satin A67 � ::_-�� < [__ < -.- Z 0 -4 2�.n
<br /> i D'i Z , --D 06 �_D < � C�� "
<br /> I U) > ", ,
<br /> i Z 0 -I "
<br /> jurious ani of alkalis and other salts. J Pro Mar 200 Latex Serni Gloss B 31VV200 similar, I 0 W F__ �� C) 1.1i �Y' �Ij W
<br /> 1 Mixing water shall be clean and free fi orn all oil, acid and Ili A Fuel Areas arid Garages- 10 11) ABC Multi-Purpose Dry Chernica! model no 3020 as nianufaCtUred by Potter-R oenler or approved
<br /> K Pro Mar Alkyd Zone Mai king Paint B29 11i ,� ,i n- (-,) 1�,,
<br /> E. Adr-nixtures A. Under this Section of the Specifications the Contractor shall provide all labor materials: tools arid equipment necessary to cornplete the 1 Z [.- Lii (-) Z 0� I-- Z ,�' o,�,
<br /> following tenis of work in accordance with the Drawings arid Specifications� 2 02 Accessones I &)- CK C� < �1" '1' ,,,
<br /> I < UJ D —_ >< 0 — Z 1-- L, �j ,.�i
<br /> I �, �_ �11) '> Z q
<br /> ,_�
<br /> NO TE� All of tile above tenlis may not be used in this project. See distribution color schedule and Drawings i cc) (D 0 LL W 0 5 ",� C�
<br /> i , ul 0 ,<
<br /> .r and shall be tested for,compatibility within the specified rnix, 1. Joints and cracks to be caulked and sealed including but[lot Hinited to� A Mounting Brackets sh�.-,ill be 16 Go glossy polyester-coated steel with spring lype hand and/or rubber stia , � I I I I I I i r <
<br /> I General: All admixtures shall be of a COITHnon nianufacture 0 ,
<br /> Alter natively, the concrete SUpplitei n`L,St provide a letter of certification of compatibility as specified in Paragraph 1 03C, p : F� F� d, '.�_ _,
<br /> 2 02 DistribUtiOn : - CO 1-T (0 CD = 0
<br /> !
<br /> 2. Water reducing agent� Shall conforni to ASTM C494 Type A' Pozzolith"as manufactured by the Master Builders Company. 'Eucon a Around base of diesel fuel dispensing pLinips B Self adhering red and white vinyl Fire Arrow"symbol rnodel no. FA"shall be as manufactured by Potter-Roer,Ier,�800-547-3473) i Lo LO Lo Lo (0 ,,-- N
<br /> �
<br /> A Paint Types I 0 0 0 0 0 ,v-- T-
<br /> \NR-75"as manufactured by Euclid Chenlical Company, 'Plastocrete 16 I" by Silka Chemical Corp.. or approved equal. b, At all locations rioted on tile Drawings to receive caulking oi,sealants. PART 3 EXECU FION 1 (0 (.0 (C) (C) (C) (C) (0 N d
<br /> I st Coat 2nd Coat 3rd Coat I T_ T__ T_ T_ T- = T- Z
<br /> 1-1-------,--.-
<br /> 3. Entraining all-agent Shall be a liquid compound specifically fOIITILJlate,d for the sole purpose of entraining air and shall conform to 1.02 Submittals Exterior Surfaces -I 11_____I-_ -----------______ 3.01 Installation I
<br /> ASTM (3260� 'Micro-Aii" by Master Builders, Daiavair-W by W R. Grace Cc , of,approved equal. 1 Ferrous Metals A C CI [ - --------- ______ ---------,----- , ____ 0 —_
<br /> (Shop Coat by Others) I
<br /> A. SubtTllt manufacturer's literature and color samples of all sealants: caulking, and fillei A. Install Fire Extinguishers and Cabinets plunilb arid level whole indicated oil Drawings. at appropriate heights All such locations shall I 0
<br /> 4 Salts. chemicals and other substances for controlling the set or,prevention of freezing shall not be used. 2. Galvanized Metals B C C be verified with the Owner prior to bogirmIng installation I
<br /> 1 03 Quality Assurance 3. Pavement Striping K K .. � Z
<br /> ;
<br /> ,oat"as manufactured by the Euclid Chennical 4. Pre-Engineered Canopy A C C B Brackets or hangers shall be installed rigidly arid so that extinguishers will be plumb �
<br /> F Curing compound. Shall be a stabilized chlonnated rubber compound "Super F loor C 17
<br /> Company, Cleveland, Ohio, or approved equal. If local requirement iequire VOC complaint material, then "Super Diamond ClearVOV A Reference Standards: (Shop Coat by Others) 0 EE
<br /> shall be used.Alternative products are unacceptable unless approved by the Project Manager after review of complete product data and 5. Exterior Piping A C �
<br /> C C install fire arrow syn-bol above each 'ire extinguisher Ili accordance with manufacturer's instiuctions I
<br /> I
<br /> ,view, �
<br /> Manager in sufficient time for a cornprehensive re -ence to published specifications or standards of tile following (with Interior Surfaces SECTION 15460 - AUTOMATED FUELING SYSTEM LU
<br /> laboratory test results substantiating moistrtie loss control capabilities. Said data shall be submitted by the Contractor to the Project I Some products and execution are specified in this Section by refer LU
<br /> , respective abbreviation used): I
<br /> 1 Ferrous Metals A I 92
<br /> (Shop Coat by Others) C C PART1 GENERAL i Z
<br /> G. Curing sheets: Shall be a composite of 10 ounce burlap and 4 inil white polyethylene equal to BurLene as manufactured by the Max a File American Society'or Testing and materials(ASTM) I —
<br /> Katz Bag Cc , Inc.. Indianapolis, Indiana 2 Galvanized Metals B C C 1,01 Scope of Work � (n
<br /> i
<br /> .
<br /> 3 Gypsum Board and Exposed Plywood ! cc
<br /> PART 2 PRODUCTS F G G I 5 (9
<br /> 1 =6 =11111110
<br /> I �_ W Z
<br /> I
<br /> I
<br /> ii Concrete Adhesive. Shall be a two component, 100%solids, '100%reactive epoxy COMPOUnd suitable for use on dry or damp 4 Wood Trinn. Shelving 1-4 I J A, File work included under this section shall consist of furnishing all materials, supplies. equipment tools, tiansporlation and facilities am I
<br /> surfaces, "Euco Epoxy No. 452MV or No. 620" by the Euclid Chernical Corr) or"Silkadure 32 Hi-Mod"by the Sika C,hernical Corp. 2.01 Materials 5, Exposed Piping, Tubes, 7.7
<br /> �e �_
<br /> Conduits - Finished Areas perfornling all labor and set-vices necessary for, required Ili connection with, or property incidental to the installation of the wolk described ir i iTi - 0) 0 LLJ
<br /> I Non-shrink Grout B C C this section of the specifications and/or shown on the drawings, or reasonably implied I Icz-, F
<br /> I .2 W >_
<br /> A. Sealant for exterior use and for exterior and interior expansion joints shall be silicone and one of tile following� 13, Color Schedule "'C' W W W
<br /> -e-mixed 1. Mono-Tierinco. I� Interior gypsum board and interior exposed plywood -Medici Ivory SVV1634 p as called for Ili the specilications. T his work shall include the complete installation Of tile aUtOMated fueling, systeni to consist In general Of T_ C) 0 U) 0 41 0,
<br /> 1, The non-shrink giant shall be 'Euc.o NS"by the Euclid Chemical Co, or''Masterflow 713" by Master Buildets. The factory pi 3. This Contractor shall induce the necessary equipment. piping. valves. specialties, tests etc. as shown on the design dravvings and/or
<br /> 1 2, Interior concrete block -WalflUt Brown SVV4009 wainscot to 48"above finished floor.with Medici Ivory S\A/1634 above the'ollowing � 0 ly- Z W
<br /> -
<br /> grout shall conform to AS FM C1 107. "Standard Spe,cification for Packaged Dry. HydraUlic-Cernent G,iout(Non-shnnk)." 2� 790 Silicone Building Sealant-Dow Corning. 3 Pipe bollards exterior natural gas pipe, guard posts and tails, block heater posts-OSIHA Yellow 1 - W Z " 4�
<br /> I -"Masterflow 928" 4. Pavement striping and symbols-Yellow Y-2. (Blue where required by ADA code.) 1, Fuel DISIDensing Equilltnent I `5 ILL (1) _J
<br /> 2. Where high f1ii and/or increased placing time is required use EUco Hi-Flow Grout" by the EL.1clid Chemical C,o. of i 3: 0 0
<br /> 1
<br /> by Master Builders. -The factory pre-nnixed grout shall confouln to AS FM C1 107, "Standard Specification for Packaged Dry, 3, G,esil N -General Electric Company. 5. Wood trim arid shelving -start)to rnatch wood paneling I _ (.) X UJ �
<br /> Hydraulic-Cement Grout(Non-shrink)" I a, Z i
<br /> 6, Canopy outlooker beams and perlins-color to rnatch pre-engineered building wall panels. i I- - LLJ U) D i
<br /> 2 installation of the new underground'Llel storage tank i
<br /> PART 3 EXECUTION T Purnic island exposed sides-OSHA Yellow 0 Lli 0 5 LL :
<br /> B Sealant Colors. Expansionjoint sealants shall inatch the face color of the surrounding terns 8, Exterior exposed conduits to match mounting StrUCtUre � 1_L_ cir�
<br /> I I < ('9 a
<br /> 3. Installation of the Automatic Tank G,aUglng System I
<br /> PART 3 EXECUTION 9, Emergency shut-off box to be painted safety fed unless pre-painted safety red I UJ LU -J Z W � I ',
<br /> 3.01 Proportioning arid Strength of Concrete 1 0 Fill cover to be API color coded for diesel U) I C1
<br /> 4. Tank Piping and Accessones :1 �- �- 0- �_ (J - �-- rE
<br /> I 11
<br /> 101 General i UJ UJ 9 I- < <I
<br /> A The proposed rnix designs for all concrete shall be submitted to the testing laboratory arid tile Pi PARF3 EXECUTION : Z Z Z X :E >_ �`>-
<br /> -eject Manager for review arid approval 5 Ternporary Earth Diking I CK cl� -, < � � I'll
<br /> W - �E�-)
<br /> 0 �_ _J -_J ,I- I 10
<br /> I n acco I of a n ce w th Article 1,0 3� 0 n ly cc n cr el is in a d re with a rn ix a pp i oved by th a testi n g Ia berate i y a n d th e P reject M a n ag e r wi I I be u sed i n A� All joints and cracks shall be i endered weather bg lit by caulking arid sealing wherever Such joints and cracks at to not closed otherwise - 0 f___ I 0
<br /> the war I. -ior wall construction, fixed or srrbject to expansion arid contraction movernent Of the wall 0 ,
<br /> against the weather. Any joint or crack Ili the extei 3 01 Job Conditions � - i__ r-� 1 -�"
<br /> 6, Site controller arid sland Card Reader(eFueling Systenn) I Z Z W K Lij �- < I "",ir�,
<br /> < 0 ,Ir
<br /> < :1 0 r- Z
<br /> i 0 0 W 0 X ";� i '�
<br /> U_ Z L� ,
<br /> � , 11��',
<br /> components, which rilighl pass air, rain or snow frotin the oritside to the inside of building shall be sealed against such passage A Contractor shall coni with manufacturer's recornmendations as to environnnental conditions under which paints arid coating systenis C In conji,inctron with the Installation of this work, this contractor rnust lay out his own work esta I 0 () U (n 0- E: �5 ,-�
<br /> B All conc,,rete shall be rnade with Portland cenient. fine arid coarse aggregate and admixtures as specified herein arid as outlined it) the < < X
<br /> table below Fly ash will not be ponmitted. can be applied -blish his own ,evels cooperate to the < < - G I '1�
<br /> "I I _J W I
<br /> __ �
<br /> 01 3.02 Installation fullest extentwith other trades working on the project and protect[its arid otherwoik frorn dainago throrigh carelessness by [)is trade. i I I I I 0 1 a �� <' ,�6"
<br /> - i 0 ,��
<br /> _0 Ui U_ Z ,C)
<br /> U� 3, Finishes shall not be applied .n areas where dust is being generated ii 0 0 0 0 0 0 0 D ,>_ < �� 1 E 1�
<br /> , , -�0
<br /> C. Concrete for exterior walls. an(! all exterior concrete 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 rnanufacturer's printed InStf'LiGtiOnS, D Completion arid submission of:the signed tank installation check list, I 0 0 0 0 0 LO (0 , , T, �.) 1 1
<br /> () shall be obtained by tile i of all air entraining agent as specified in PART2 i
<br /> (1) I ,�-- C\J M M M C141 1* L1- b < I 1,11
<br /> ,"
<br /> Q I W ii I �,
<br /> (y) (y) M It- M 0 W) _J < C-) 2�0
<br /> ,()�
<br /> C. Contlactor shall cover or otherwise protect finished work of other trades and surfaces. equipment etc. not being painted concrif-rently NOTE Final payrnent will be withheld until ieceipt of tank Installation checklist. l 0 0 0 0 0 T- " LJJ fy ,,�! '_ I U)
<br /> - _ ; `�F
<br /> W D� If-) addition to properties specified below. inaxinnurn allowable water/cennent ratio for all walls. slabs, and any concrete 4000 psi or B All joints to receive sealants shall be tfiorOLJghiy clean, dry and free from dust, oil, grease, loose mortar or any other foreign ni or not to be painted. The Owner, or his representative may request pi-otective covering whenever or wherever the Owner tests such I I "- ,, )
<br /> I-
<br /> 0� greater shall be 0,45 W �_ i ,,11
<br /> protection is war ranted, ", ," . 11 * ll -- ____ -- ____ --_----�----- - -_ -_ ih
<br /> I 0. ,,, , , I�`,
<br /> M , �, ,,, 'I,t� I,
<br /> C. Sealants shall be gun applied through a nozzle opening of such a diameter that a full bead of sealant is gunned into the joitit. f E Start up arid calibiation of the fuel dispensers. ,"",I - �, ,-,n I J,,� ,v,, "t, - U-1 "�;�
<br /> - illing the \ , , ! - ,-a
<br /> joint completely. 'k § 41 �,, � �,
<br /> E, Physical Properties - ,"',, I
<br /> �4� I �.Iv,
<br /> _6 -a iequired to prevent accidents and fire. safeguard equipment and personnel arid to prevent F Start up arid calibration of the in-tank gariging systeill , I I 2 18
<br /> � � "� �
<br /> D. Contractor shall take all protective me@SUre I 1, 11, "",I 0
<br /> � 11)
<br /> interference with normal painting operations : X
<br /> Z� Maximum Water Maxin-funi D, All beads shall be tooled immediately after application to insure firm, full contact with the inner faces for the joint Excess rnaterial shall ,%,i i-� "') ,!, '),01 i�) i(n I,6
<br /> "�? ()
<br /> �
<br /> ,-, I
<br /> , 28 Day Aggregate Reducing Entrained Allowable be struck off with a tooling knife or stick. G Start Lip of tile automated Irfeling system arid instruction of Owner personnel ,�)�,1 ,�,J �t 1 1 " . . 1 �:6
<br /> ii Location Strength Size Agent Air SIUMP E Storage of materials and equipment, rnixing of paints, arid cleaning of tools arid equipment shall be Ili areas assigned for this pL,fPOSe Z 01 ,
<br /> I � I-)
<br /> `"
<br /> ,:�', I 0 0
<br /> ,c)
<br /> P E. The finished bead shall be flush with the surface or as otherwise indicated. and in accordance with local'ire department regulations These areas shall be maintained in clean arid orderly condition taking precautions r-, , 1�,�Vl 1, , ��,,, I,X
<br /> < Footings 3000 psi 1-1/2 inch No �,�\ , , f ,"NAW,I >< i 10 q
<br /> 0 No 3 inches to prevent fires. Paint shall be l at room terniperature. I__I 11,V�V1�(),N') -��V'I,Ir7 I
<br /> 1 02 Subillittals r�,- ��,"�", .-i � w��
<br /> F. Sealant shall be used within the teniperattine ranges reconnniencled by the ni@nufacturer. ,"F�,v I,J I ,, , 1— 11
<br /> >. W � 0 8 � F��',
<br /> M [-- -1)
<br /> () Exterior Walls& F, In general, the Contractor shall perform painting after other work has been substantially conipleted When so directed, the Contractor A Sulornit shop drawings Ili accotdance with Section 01300 _0 Z,�
<br /> - other exterior 10� C�< ,.,C��.,
<br /> 1--_ (..'�, All excess materials and smears adjacent to tile joint shall be renioved as work progresses, shall paint at finnes arid in locations which will best expedite progress and completion of tile Project I—— . �i ,J
<br /> conc.refe work 4000 psi I inch Yes Yes 0 � -1 i <
<br /> X 4 inches I Z 010��,'T
<br /> UJ G.Adequate ventilation sliall be provided during paint application Respirators shall be worn by all persons engaged Ili spray painting B File contractor shall be responsil:)je'or executing the 'iberglass tank manufacturer's"Installation Checklist and Inspection Procedure'of " 0
<br /> -0 H When used, masking tape shall be rennoved before cornpound cures. Fiberglass Undelground Tank insfallation " The checklist shall be niti I 01— L/�z
<br /> (1) 3 02 Placing of Concrete aled and signed by the contractor and the Owner's ne,presentative Z 0 � I-.-I
<br /> --i LL where iecuired arid submitted to the Owner upon c,onipletion of tile workL Final payment shall riot be inade untiI Owner receives this — 0 iLL 1
<br /> 3 02 Surface Preparation i5 ,3_L
<br /> M
<br /> I , 1,At the completion of work sealants shall provide windproof,waterproof, weatherproof and dustproof joints. checklist �__ I "
<br /> X) 1�< �
<br /> Lu A The bottoms of footing excavations shall be Oil undisturbed earth properly leveled and cleaned before placing concrete. � !�
<br /> 0 I 1 IYL Ili 2
<br /> > I Z Z U) 11
<br /> �W 0(�,��
<br /> 0 (1) SECTION 09900 - PAINTING AL The Contractor shall thoroughly prepare surfaces Were painting to assure smooth finishes and proper paint adhesion. Dust, dirt oil 1 L03 Basic Materials arid Methods co 0 i ji W W I!,
<br /> _< U.- i - . X-Z 1�
<br /> I ��%-
<br /> 0 PART 1 GENERAL g I ease. loose coati ngs, n-fortar, scale, refuseL arid other fororg n SLI lbstances shall be removed Whet e paint remover is used Contractor U) �s U) �M �Z�,
<br /> I
<br /> 2 ! _<"
<br /> i I _T,_ �1.1
<br /> i ,!��
<br /> �0 �(b shall wash cleaned Surfaces with solvent prior to paintingL Clean cloths and clean fluids shall be used to avoid leaving any iesidi-re filn) A This Contractor will be responsible for furnishing, receiving, handling arid installing the fiberglass undergiound 1i storage tank. Z ii UJ -_ W- � -�r
<br /> M E Cleaning and painting shall be pfograinilled so dust or spray froni the cleaning process does i fuel 0 1 0 .r�r
<br /> I 01 Scope of Work at fall oil wet painted surfaces Surfaces nianagenlent system, dispensing equipi-ient pipe, fittings, and all Other terns recrimed for the cornplete installation (D _ .D �- I U)-1 7 X
<br /> _1D a-,, � � t,C
<br /> < J) shall be kept clean, dry, and in suitable condition to receive the finish I. <� I ���:,a
<br /> &5 D � L,JJ < , 0 Z Erm.
<br /> -o to be installed accoiding to the equipment and tank manufacturer's instrUCtIOnS This Contractor shall 1 06 7- W SCALE:
<br /> B All systems and equipnnent at �_
<br /> AL I Under this Section of the Specifications the Contractor shall provide all labor materials, tools, and equipment necessary to complete B Shop pinned metal Surfaces shall be prepated for finishing by wire brushing field welds and daniaged areas of prinner down to bare — i I li ,
<br /> M C) cj�_ 0
<br /> 0 1.6 the following tenis of work Ili accordance with the obtain adequate installation supervision from the manufacturers repiesentalive to insure the proper installation of all systenns and shall I ZZ 0 111 2-E N, F S
<br /> C N bright metal. Ili accordance with SSPC SP-2 Hand Tool Cleaning Surfaces shall be touched up with specified pirier to form a complete provide checkout arid start-up service by a qualified representative of the eqWPI-nort nanuf,)cti-refs �_ 0 Z <__�
<br /> 0 unbroken coaling. Cornpatibility of previous primer and subsequent coats shall be tested If there is evidence of incornpatibilit I Z 0
<br /> W 1�_ y such as ,�,, 0 W < > DRAWN BY:
<br /> I.- lifting of ptevIOUS primer, paint manufacturer shall be consulted for recommenclationSL No extra cost will be allowed for corrective __-"",7ZZ'�,:,,, ;
<br /> -1 < � <
<br /> - - - 0 W
<br /> ". ,_,�,�,,,,, 0 � E (/) 06 CL) CL
<br /> nieasu I es I_,;;�; _,-C'0 ,,i�.,,��,, ci� ,� GLZ
<br /> -0 " ,11 C-r, ""r, �,',"0 ,4" �
<br /> �" ,',Q, I ,- - ,,,��( -",
<br /> - _ ,,,, I%, N-1
<br /> A I ,,� I F__ " )
<br /> ni "I ,.,�,,�� ", < 0 ,- W r
<br /> �,
<br /> ", � " ,,,� �, l-,"', i LIJ J-> 'Z W
<br /> ,,,,, , 11� ,-
<br />
<br /> "
<br /> X �/, ""I"', �, 11 I, " x" — � �$ ly- Q Z _J DA I E
<br /> E�: � ,���, . ,�,r 1,'� __J W < <
<br /> ,,,�,.,�, I D Co 1/25/2015
<br /> ,, , �,111,
<br /> , , , - 'e,� , :�E
<br /> , V -
<br /> 11 r -�I �_,,� ,,,�-I��,
<br /> - � - I (_) T — — 0 ---
<br /> --i I ���, ": , , ,",(�,�11,1 LL. � I-- Z
<br /> —, �11 11 111-1, ",I X , ,,,_ -11? ,I � I W �_ — X
<br /> I .1 ��,�... ...�,-I 11 I
<br /> � i , � 11 CK 0 Z M PROJECT NO
<br /> � i �," I _,�,�,�� ��',t <
<br /> "
<br /> 00 " I �_ UJ
<br /> � � 11, ��
<br /> ,'_,��s � , - " ri'4 I 0 � - < W < 02 Z _J CA-1 098
<br /> 1. - �':�'�2 �111
<br /> _ � , t ,
<br /> co . I", �, �_, ''-� 1,� �, i�"Ir,I I W W W U) 0 D LL
<br /> ,
<br /> N) �L(, �,, " 1 41 k,1, I W � I I P I � I I
<br /> I 1,,,�� �, I " I I
<br /> , ,,, �, � ,, �,� I 4 _ 11 � ,, I DRAWING NO
<br /> � ,
<br /> - , , 111ir �, , � -� li
<br /> () ,,, , q �11,1' , (Z) 0 0 0 0 0 0
<br /> ,�" i,��"��"-"',,, ,,,,� � I (y) 0 �_ (y) CD N -i-
<br /> ll, , "I I�:i� .1/',1 1, a- �
<br /> C" ��N , 3� , �� �_ ,,,I 1�, ,
<br /> .
<br /> �, ,- 11.......... , C\1 M CY) i (0 rl- r- %
<br /> - .,""� I I"' ,"" , , "t"�"'I"
<br /> , I
<br /> 1'� I ,I ,, ii, ,, ,"e,��, i C\J Cq C\1 (N N N N s-3
<br /> I �,,, �,,�,,�
<br /> 4111 , �, C;�`, _�',
<br /> 10 . '�_ , I �5 ;I
<br /> 1
<br /> 71 .I /If I
<br />
|