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HomeMy Public PortalAboutORD08181 ILL NO, INTRODUCED BY COUNCILMAN ORDINANCE NO. Q1gi N ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING HE MAYOR AND THE CITY CLERK OF THE CITY TO EXECUTE A WRITTE GREEMENT WITH STERLING EXCAVATING AND ERECTION, INC. , ELATING TO THE CONSTRUCTION OF AN ADDITION TO THE CENTRAL ARAGE. E IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF JEFFERSON, ISSOURI, AS FOLLOWS: SECTION 1 . The Mayor and the Clerk of the City are hereby authorized to execute a written agreement with Sterling Excavating and Erection, Inc. , elating to the construction of an addition to the Central Garage, 831 East Miller Street, Jefferson City, Missouri. SECTION 2. Said agreement shall read in words and figures as follows: SEE ATTACHED) SECTION 3. This ordinance shall take effect and be in force from and after its passage and approval. Passed: Approved: es dent of the C uncil yor Attest: City Clerk ;u ORM CQNT11ACT VOk 1'UII[,IC WOIIK. T11IS G'ON'1 RAC T, made and ontclred into This clay of .July , 960, by and be*twcoll John G. Christy, 111-enident, of dw City Council of the City of Jeffer, MiSHOUH, a nlurlicil)nl c:Orixoration of the third alas:, of tilt: Ste►tc of Missouri, Party of the First Part, and who acts for and on behalf of the City of Jefferson, and Sterling Excavation and Erection, Inc. , Party of the Second Part, WITNLESSETI-I: THAT, WHEREAS, the City Council of the City of Jefferson, Missouri, did on the 16th day of June, 1969, award to the Party of the Second Part, Sterling Excavation and Erection, Inc. , the contract for the construction of an addition to.the central garage, 831 East Miller Street, Jefferson City, Missouri: NOW, THEREFORE, for and in consideration of the awarding of this contract and the'work thereunder by said First Party hereto, the City of Jefferson, Missouri, to the Second Party, Sterling Excavation and Erection, Inc. , the said Second Party does hereby contra(lop d agree to do and perform said work, as set forth in the attached drawing and specifications, for the total price of $15, 480. 00, and to accept in payment therefor,monies now in the treasury of the First Party, upon the acceptance of said work by the City Council of said City of Jefferson: NOW, BY THESE PRESENTS, it is agreed and understood by the parties hereto, that this contract is entered into subject to all existing ordinances of the City of Jefferson, and charter thereof, pertaining to the work awarded and subject to the plans 4nd specifications and estimates of the costs for such work on file in the office of the City Clerk, and which shall be considered a part and parcel of this contract; that all questions arising as to the proper performance of this contract of such work in accordance with the plans and specifications therefor, and estimate thereof, shall be decided by the Director of Public Works of the City o16 !cil T fferson, Missouri, or by such competent person. appointed by the Mayor and the City Cs of the City of Jefferson to supervise and superintend said work in the place of and instead of such Director of Public Works; that in the case of improper construction, the City of Jefferson reserves the right at any time to suspend, re-let or order an entire reconstruct' of the work, that for failure on the part of the contractor to perform the work within the time agreed upon in this contract, to-wit: Within 60 calendar days exclusive of bad weather from July 8, 1969: Provided that the same may be extended for the completion of work by the City Council for good cause shown, but ordinances extending same must be passed prior to the expiration ui original time or time'as first extended; and the City reserves the right at any time to suspend, re-let or order an entire reconstruction of the work awardeci and to declare the contract forfeited; but that such suspension, re-letting or reconstruction or forfeiture shall not affect the right of the City to recover all damages and penalties accruing or due it by reaLap of the contractor's non-compliance with this contract. f . The Second Party agrees to pay all classes and crafts of labor used in the performance of this contract the pr ovailing hourly rate of wages as determined by the Department of La -and Industrial Relation=s and Second Party acknowledges that he knows the prevailing hourly rate of wages of all of the classes and crafts of labor to be used in the performance ,,,of this contract because he has obtained the prevailing hourly rate of wages from the contents of Special Wage Determination No, 11762 in which the rates of wages are set forth. The Contractor further agrees, as the Second Party, that he will keep an accurate record showing the names and occupation of all. workmen employed by them in connection with the work to be performed under the terms of this contract, which record shall show the actual wages paid to each of said workmen in connection with the work to be performed under the terms of this 'contract, and agrees further that the aforementioned accurate record shall be available and open at all reasonable hours for the inspection by the Director of Public Works or -any other authorized employee of the City of Jefferson, S If the said Contractor shall neglect, tail or refuse to complete the work within the i time herein specified, or any proper extension thereof granted by the City of Jefferson, then the Contractor. does hereby agree, . as a part consideration for the awarding of this contract, to pay the Ci�y of Jefferson the amount of Ten ($10. 00) Dollars, not as a penalty but as liquidated damages for such breach of contract, for each and every working day that the i Contractor shall be in default .after the time stipulated in the contract for completing the work. The Second Party agrees to completely indeninify and hold harmless the City of Jefferson for any and all damages, injuries, actions, costs, attorneys fees and all other expenses whatsoever, arising out of the performance of said work whether the property or persons damaged are the servants and employees of the Second Party, or third parties in no mann xonnected with said work, All interlineations, corrections, deletion, and changes hereive been made prior to the execution of this. contract. IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this /sJ day of July, 1953. CITY EF 7N, SO (By) � STERLING EXCAVATION AND ERECTION, INC. This contract, executed in duplicate, one copy being deposited in the office of the City Clerk of the City of Jefferson, and the other being retained by the Party of the Second Part. j. $'F't t J1G fr"V•7`/../"j b'"'.1�J��!'.J C,yPzr/c.c�I� '� +�$t� t �,! 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I ij .11" I - -:" - , . ... , �, I" i. , , �- - - � I , ., , , - .ji'%.;q - ,:.,; .'l^ "AV r�..v -.- -"i�, .,,'!��;g �� I : ;� . 1, , i.:�,.,,� tt.- ,!", t, ".. ,,,, ,,,- , ., I � .� I - 1-1 , 1.11 . "R. . "I � ", , I . , , I - "'­ .,I.,- , I-%-.4 .. , - ,,� 1.�- I , .. : t ,�, ... I . I - - �. . ., .l J.. - � ;! - , :,, I I i � ..1)'.I- I . - ..1; !- :.. I � �I.: , ': .: ,, � . , "'.1 .. � V., ..11 2 I p j:! �.j 6-1.-. 4, 1- fill l...... ... ilk NloT1- INI IIIIIIIIIIwow lIIjp IItIIWIt Ito tj.e,I0 IIIIInv;IIIRa gas. ITe'T IIIIitItIlow IIItfIIItIqua No' f,Ltff INNEW 4 1V Iviol 1 IIIll3.kv CJ1YA IItII-My II"Ito II 'Pik IIIitfat,AM pm IIIIIIIIIItwho" 44 of M.""""'i,tmost,IiiIIIIIIItIIIIIjar IIWEN' IiIugly M&W WMAT hull 90 I J FOR ADDITION TO CI:::ST�L'^ and .•;:.T ,,a . STR:.E S JEFFERSON Cl".1, MISSOL:ti Ah A. SCOPE Or WORK These specifications cov-a� . '..a n:at�:": ai fog and the �uU .icati.on of steel buildings so desig-.:.d anc constructec: as to be weather-tig1A-L, easily erected and capable of being dismantled and re-erected. The materials furnished shall inc:;.ude the structural framing, roofing, siding, anchor bolts , doors , windows , haraware, fasteners , and any ,other component parts for the metal building, as specified, including the erection of same. All materials shall be new, unuseC, and free from defects and imperfections and fabricated in a workmanlik•a The building shall be the design of a manufacturer who is regularly engaged in the fabrication of pre-eng-L-veered structures conforming in whole as specified hereafter to the Metal Euildin-_ 1,11anufacturers Association' s "Code of Standard Practices" . The addition shall match the existing building as close as possible. In case of discrepancy between drawings , proposals and specifications , the pro Sions of the proposal and specifications shall govern. B. DESCRIPTION The building covered by these specifications is to be a single span, gabled rigid frame type structure of tapered columns and root: beams . The building shall be 50 ' -0" wide and two 24 ' -0" bays long. It shall be of sufficient height to allow for the installation of 1.2 '-0" high overhead doors in the sidewall, as shown on sketch. The roof purlin system shall provide continuity over the interior rigid frame CO rafters . The wall girt system shall fr&r,e into and between the rigid frame and/or columns . The roof slope shall be not less than one (1) unit nor more than two (2) units rise (vertical) to twelve (12) units run (horizontal) . C. DESIGN BASIS Ste -.onstruetion Manual o_` :.r„er:.caa institute of Steel Construction, current edit.. n, and American Lron an" Steal lnsti.tute' s "Lig:;t Gage Steel Design Manual" of current: issue. American Welding Socic:cy Code for Arc 'and Gas Welding, dated 1946. - 1 - SPECIFICATIONS (Cont.) ASTNl Standards as amended to date: 5 for Quenched and Tempered Steel Bolts ,' for Steel N:achine Bolts and Nuts AS 49 for De .ernu ainc Tonsile Stress Area of Threaded Ends of Rods. The rigid frames shall be of tapered sections considered as 'Hinged at the base with field bolued t'e'nsion-type splices az each haunch and at the ridge. The purlins shall be considered as continuous beams lapping each other at each interior support. The girts 'shall be considered as simple beams supported at each rigid frame and/or columns . Door and window framed openings shall be designed to replace, structurally, the sidawall panels and/or framing they displace. D. DESTG'N LC=.DS After contracts are awarded and/or sale of the building is consummated, complete structural analyses shall be submitted by the metal building manu- facturer to 'the Owner or his Agent. 1. Tha roof system shall be designed for a live load of thirty (30) pounds par Square foot. 2 . The wind load on the structure shall be fifteen (15) bounds per square foot velocity pressure, proportioned and applied as horizontal and uplift forces as recommended by Nletal Building tilanufacturers Association "Design Practices Manual" , dated 1959. E. MATER;AL AND r,,70RKA, :ML\ISIIIP 1. All material shall be completely fabricated and prepared for ship ment knocked dawn including any necessary crating or bundling. All parts of building are to be accurately made and true to dimension so that i.n erection of same, all parts will easily fit together. 2. All foundation anchor bolts shall be of black ASTM A-36 steel, un- painted and of proper size to adequately resist all applicable design loads at base of columns, frames and walls. They shall be positioned by 'the foundation contractor according to the dimensions and locations shown on the anchor bolt layout, as furnished' by the success-fful bidder. Allk All high strength bolts shall be black unpainted steel and shall con.6orm to the toNative specifications for steel machine bolts and nuts and tap bolts ASTM Designation A-325 of current issue. -2- Elm- S Z'_0 C 1.1 Z CA r-I 0 S (Coat . , -ho r bolts , n,,:,:-s '-ap I)o' ts shall 'I-je in accor6ance w4 t',', t I V 0 S 0 C:-.I. i_'A k- ion X').-307 of curzent issue Znia shall bL�� con-2:7orming t.o ASILMM Designation A-164 of current issL,.e. as-*%".-L-.':'ion' a ciiromate conversion treat- ment sl-z ll be oviz!.': t-he protective zinc coating. All shect mctal sc:.-cws z-.-d/or s,�lf-tappin screws shall b oA. g a e -E -j-TOzn"ng -0 Fee�aral f C;e 1 Col Speci.�.ication A. A. QQ-S-763c. 3 . all struc-"-A:ral shall be cilt:1ner hot-rolled structural shapes, cold- Zor-.�ad shapes, or built-up shapas of welded plate construction. Ka--'-erial '0Z all Structural me..'!-jers !/I." and t"Mcker shall be 'ho' r - led szeal meeting the phys- cal and chemical requirements of ASTM o J_ - A. Designation A-529 o-f curzaI7.t issue, thoroughly cleaned and given 0*.-.a (1) S"A-.op Coat Of: ,%Iat-erial for all structural '..,,enbers less than 1/4" thick shall be steel- conforming to the mechanical o.- physical properties of not less than Grade D (37, 000 psi yield) per. P.Sallvl Designation A-446 of current J':.ssua, either zinc-coated (ordered wt. of 1.25 oz. ) per ASTMI A-525 or A-440' of current issue or, if uncoated, thoroughly cleared and given one (1) coat of shop paint. All brace rods shall be of uncoated steel confornnling to ASTIMI Des ign a t-:1.on A-316. Threads shall be rolled or cLit. ; uts shall be hex heau. Turnbuckles, if required, s*,,-,al.l be standard. All _--olds shall be given one (1) shop coat of paint_ All st_::uczu_-al of uncoated steel, except anchor bolts and "sL-ene-'-s, s.--Iall ha given a slxaop coat of iron-oxide pri.mer. 4. S ��.^c -c: Roo- covezincc, carrying Underwriters Labor Rating ,- : -ss be .1.611 wide non-eirbossed flush faced panels of not less than 24 • .S. gage aluminum. -coated steel with not less L.Alan 1-1/2" da,ao interlocking ribs. The panels shall be applied zibs upstanding (flush face resting on the purlins) and -o-nrallel to the roof L. S10,3a . -f end laps are required, they shall T be staggazed per panel according to the manufacturers instructions and no-'-- Less t-Inan 61, in length. the roof covezing shall be secu---el'-,/ fastened to each su-onort -bv sel-_E-tapping screws p-rovided with a metal-backed neoprene washer; two (2) fasteners per panel per support at the ridge and cave; "...1hree (3) fasteners per panel per support at the roof splice, if required; and one (1) fastener per panel at each remaining intermediate support. r:'as<inCtogether all be crimped together togete� according to 4 instructions, ir,=.ediatkely after securing in place. Mli!I!::111111�� 1111111 !1;�Ivg�p@! EMO W: A S PEC"I-XII C.TI ONS (Cont S . r,003 Saa-, - r,-f nnCi ay1,-,.sh-­:(--. 2A.' i i.o t u(f, n a I i t c.r i o c:<4 n g r_4 b S .ti:;..S %,IC!.L ao any trG:.: verse er.d laps - to -he manufacturers instruc- shall be PrOPOr-I! sca: cc' acco-1 _' ng t, ons, w- tlh a grac"I, -.-.C'n-dkrying sealant- . "ne flashec� and/or ca.u.'._ked at the Mh cave, ridge and rzIXe wit.1-i neca,-;sa_­, f7ascias, ridge covers, etc. 6 . 7 1'1_ Ccv:.'-inrr shall 'ba 16" wide e.-,O-)ossed trapezoidal =Eaced panels o-7 r.ot _! amass t"aan, 24 U.S . cage g_��Ivanized steel With 311 deer, -Lnter- 'bs The wall panels shall be applied to the structural loc'-C-LIng ribs . L. - is na w,", "he interlockirg ribs toward the t n c rior c, C -a c t-u::a The i j114- -erlocking ribs (10 , o.c. ) shall- be fastened at the base, at cave and/or rca]-ce and to each intermediate girt by means of a positive bolt and nut, thus eliminating any thru-wall fasten ink. w_nji p_an,::ls shall be supplied in continuous lengths f--om, the build- inc- I s base to ei-.I-Or t1nva: eava or ra'<e height with no horizontal J Gin t-s over and/or u.:idea: door and window openings and i•fhere a wall splice is required for necessary wea-tILAe-r-tight, flashing of attached structures . p.li wails shall be properly --flas'-led and/or caulked at the base, eave and ra"ke. 7 . ].Il roc-_': and wall oove�:74n�:, ridc.:-a cover, Cable fiashi.ng, wall can and fi_asciZ sna-' 1 be, O-f steel a minimum. yield point ofr 37 , 00C psi confor-ming to r.,,echanic_zl properties in accordance with 2.STi16 Des"-' Grade 3 and the protective coating previously specified sIi-mil Con:':-Orm to J,:Te* -Iffollow-Jing sp::ci.J!icat_i.On' -. Zinc-coated. 1. 25 ounce (ordered weight) of zinc in accordance with ASTM Designation A-446 or A-525. F. ON 1-1/2" t'hic< fiberglass blanket insulation shall be furnished an installed on the interior ace of all ex.-'Cerior walls and the underside ol. the roof Structure. it shall have 0.00411 vinyl facing. Facings will be made with a 2" tab to overlap adjacent edges . The insulation shall b& made from long flexible glass fibers intertwined and bonded into a resilient blanket. Moisture absorption shall be less than 1% by The insulation shall be odor free and shall not provide sus Sena nce for vermin, rodents, or insects. MIMI r , SPECIFICATIONS (Cont.) G. WINDOWS Furnish and install wwndows ., app.:oxi-Mace- y 3 ' -0" x 4 ' -0" in size, as located on plans i,11 shalli be .z Jla.1.4 -Cype as :.:i exiS�:ing building. Windows shall be comple�c cu:.i a...-ches and gla..in,'._.�,'. Windows shall be furnished with Pram-LI7g n:a;:er:_al and necessary flushing to building sidewalls . H. WERHEAD DOORS Furnish and install '.hrc:e (3) 10 ' ;aide x 12 ' hi-In wood overhead garage doors, each door to have one (1) horizontal glass section (3 panels) . Doors shall include all necessary steel frata.ing and track and be complete with hardware and locks . I. GUTTERS AND DOWY '0U'::'."> Eave butters shall be 24 bate ga.l.vanyzed steel, box shaped with a. cross- sectional area of not less than 29 square inches . The gutter apron shall extend under the roof panels to provide positive counter-flashing. The outside face of Lhe gutter sha11 be supported with 20 gage galvanized straps to the eave member at a raaxiMUM spacinb of 2 ' --6". Downspouts shall be 26 gage galvanized steel rectangular shaped with a cross- sectional area of not ' ess r.han 14 square inches . Downspouts shall have a 45 degree elbow at the bottom and shall be supported by attachment to the wall- covering at 10 ' maximum spacing. J. DRAWINGS All necessary drawings are to be furnished to the Owner or his Agent including proposal drawings, clearly indicating scope of work, anchor bolt setting plan and erection informa.L.-Lo;., for proper assembly of the structure, p ?ORK AND Yu%T!ERTALS -0 nE =,Z-,1S1zMD B-f OTHERS Property"�t securing of local permits, clearing -of-site, excavation and backfilling, foul ns, piacing �f :ahbo ts, paving and concrete work, reinforcing steel for c e.te-3-- m isonry wore, .p ntry work or interior finishing, painting exc at spe ' _ ' ed elsewhere, electr 'r_-�wiring, heat- ing, ventilatin p umbing will be furhris4@@ by Owner, or other-s under separate c act with Owner. L. 13 ARANTEES AYQ CI R-TIFICA�21ONS T'.A ta? building manufacturer and/or dealer shall submit all applicable auGMntaas and/or certifications for the product to the Owner or his Agent. 5 - II. CONCRETE WORK - i 1. EXTENT OF WORK: Shall include the furnishing and placing in a thorough, neat, substantial and workmanlike mariner, all form work, reinforcing, and concrete required to complete the work as shown on drawings or herein specified. I a. Placing and furnishing all expansion strips , bolts and anchors bedded in the concrete work. b. Instructing the sub-contractors for the plumbing, heating and electrical trades to install their work at the proper time so not to delay the pouring of the concrete. c. Placing of all minor items not shown or called for on drawings, but necessary to carry out the intent of the work. d. The cement finishing of all concrete floors, steps, treads, and exposed walls called for under this' section. e. Faking the proper recesses required in concrete floors to bring all finished floors to elevations shown on drawings. f. Furnishing, maintaining and removing from premises after work has been completed, or when directed, mixing and hoisting apparatus,, runways, bins and equipment used for placing of work under this heading. i 2. SUPERVISION: A competent foreman experienced in this class of work shal I Be emp oyed by the contractor to supervise. the placing of all form i i -2- work, reinforcement and concrete included under this leading. It shall be his duty to see that all work and material placed by other trades are kept in place during this portion of the work. 3 . MATERIALS : a. Portland Cement: Comer t shall comply with the ASTM-C-150 standard specifications for Portland Cem,�::t ana shall be. Type 1 or 1A. `:'he Contractor shall use only one brand of ceme:lt to eliminate cc,_ variation. b. Fine Aggregate: Fine aggregate shall consist o_1 washed sand having clean, hard, durable, uncoated grains, free from foreign substance, and shall range in size from fine to coarse within the following percentages by weight: Passing No. 4 Sieve=, - - - 95 - 100 per cent Passing No. 16 Sieve -- -- -- 45 -- 70 per cent ' Passing No. 50 Sieve - - - 15 - 30 per cent Passing No. 100 Sieve -• - - 3 - 8 per cent Volume removed by sedimentation shall not be more than 3/. Not more than 35/o shall pass a standard sieve and be retained on the next smaller standard sieve. c. Coarse Acgar•euate: Coarse aggregate shall consist of washed gravel or other approved inert materials with similar characteristics or combination thereof, having clean, hard, durable, uncoated particles, free from deleterious matter. After acceptance of a grading, a variation in the amount passing any sieve size of more than 10/ of the total will not be permitted. The grading shall be within the AAk following percentages, be weight: Passing a • 1 inch Sieve - - - 95 •-• 100 per cent Passing a 3/4 inch Sieve - - - 35 - 70 per cent Passing a 3/'8 inch Sieve - -•• •- 1.0 - 30 per cent Passing a *No. 4 Sieve - - •- 0 - 5 per cent d: MrXTr.TG WATER: Water used. in mixing concrete, shall be clean and free from c -eus amounts of acid, alkalis, or organic mate- r rials . de �ar�au;a e. Metal Reinforcing: Reinforcing bars shall• conform, to the require- ments of standard specifications for minimum requirements for the deformation of deformed steel bars for concrete reinforcements (ASTM - A-305) and .of standard specifications for billet-steel bars for concrete reinforcement (ASTM - A-15) , or standard •specifications for rail steel' bars for concrete reinforcement (ASTM - A-16) or standard specifications for axlesteel bars for concrete reinforce- ment (ASTM - A-160) . Storaae _of Materials : Cement and aggregate shall be stored in such a manner as to prevent deteriorations or intrusion of foreign matter. Any material which has deteriorated or which has been damaged shall not be. used for concrete. -3- 4. CONCRETE QUALITY & r'1T D iIANTCE STRESSES : a. All concrete used in floor slabs, walls, foundations and footings shall have not more than 6z gallons of water to one 94 pound sack of cement. Six bags cement per cubic yard required. b. Concrete used for foundation and footings shall have a slump between 2" and 411 . c. Above mixtures shall be adjusted to proGUCe concrete which aL.L _­s a 30001 per sq. in. , compressive strength in 28 days . If higher strengths are required in special areas, they shall be as shown. on drawings . d. If other than ready-mix concretes is used, the contractor shall use at least a two (2) bag mechanical mixer together with automatic weighing equipment. e. During the progress of the work, compression test specimens shall be made and cured in accordance with standard method of ma7king and curing concrete compression and flexure test for specimens in the field ASTM C-31. Four (4) specimens shall be made for each test and not less than one test for each 50 cu. yd. of concrete shall be required. These specimens shall be in the presence of the - G peci„ens mall be cared under laboratory conditions. Specimens shall be tested in accordance with standard method of test for compressive strength of molded concrete sylinders (ASTM C-39) . Two (2) specimens shall be tested at seven (7) days and two specimens shall be tested for twenty-eight (28) days. Lf the average StreTlgttl of the laboratory CrJntrO1 cylinders fGr any portion of the structure falls below the compressive strength called for on these specifications, the Engineer shall have the right to order a charge in the proportions or the water content for the remaining portion of the Structure, and may require tests in accordance with standard methods of securing, preparing and testing specimens of hardened concrete for compressive and flexural strengths (ASTM C-42) or order load tests to be made on the portions of the building so affected. Minimum of 6 bags per cu. yd. required. Low test concrete to be removed and replaced at Engineer' s direction by this Contractor. 5 . NIXING AND PLACING CONCRETE: Before placing concrete, all equipment for mixing and transporting the concrete shall be cleaned, all debris and ice shall- be removed from the places to be occupied by the concrete. Forms shall be thoroughly wetted (except in freezing weather) or oiled, and masonry filler units that will be in contact with concrete shall be well drenched (except in freezing weather) , and the reinforcement shall be thoroughly clean- ed of ice or other coatings. Water shall be removed from place of deposit before concrete is placed. Concrete shall be conveyed from the mixer to the place of final deposit by me MWds which will prevent the separation or loss of materials . Concrete shall be deposited as nearly as practicable in its :anal position to avoid segregation due to rehandling or flowing. -4- Provision shall be made ;for conc :et:e in a moist condition for at least five (5) days after the picccme..t of the concrete. In order that curing water may reach both surfacos of the forms shall be loosened and water shall be poured over the tops of thy: wa113 and allowed to run down between the concrete and forms . Adequate equipment shall be provided for heating t:;e concrete materials and protect+.ng the co:icrcte during -Erc;::'LiAn vlc afher or near fYc:ezing weather. No frozen materials or materials containing ice shall be used. A concrete materials and all reinforcement, forms, fillers and ground with wh h the concrete is to come in co:tact shall be free from frost. Wren-- ever the temperature of the surrounding u:r is below 490 F. , all concrete placed in forms shall have a temperature o:: between 700 17% , and 20° F. , and adequate means shall be provided 'or maintaining a temperature of not less than 70° F. , for three (3) days or 50° F. , for five (5) days. The housing, covering or other protection used in connection with curing shall remain in place and intact at least 24 hours after the artificial heating is discontinued. No dependence shall be placed on salt or other chemicals for the prevention of freezing. 6. FORMS AND DETAILS Or CO'-STRuCT O : a. Design of Forms : For:;,s shall con.Eorm to the shape, lines and dimens'ons of the members as Called for on the plans and Shall be substantial and sufficiently tight to prevent leakage of mortar. They shall be properly braced or tied together so as to maintain position and shape. b. Removal of Forms : Forms shall be removed in such a manner as to insure the complete safety of the structure. c. Cleaninq and Bending, t?e1.n o.'cementt ; Metal reinforcement at the time concrete is placed, shall be free from rust scale or other coatings that will destroy or reduce the bond. All bars shall be bent cold. d. Placinq Rein.f.orce-men't: Matal reinforcement shall be accurately placed in accordance with file plans and shall be adequately secured in positioa: by concrete or metal chairs and spacers . a. Splices and 0-rfsets in Reinforcement: In slabs, beams, girders , splices of reinforcement at points of maximum stress shall generally be avoided. Splices shall provide sufficient lap to transfer the stress between bars by bond and shear. f. Concrete Protection for Reinforcement: The metal reinforcement shall be protected by the thickness of concrete indicated on the plans . g. Construction ,joints : Joints not indicated on the plans shall be so made and located as to least impair the strength of the structure. Where a joint is to be made, the surface of the concrete shall be thoroughly cleaned and all laitance removed. In addition, vertical qW joints shall be thoroughly wetted and slushed with a coat of neat cement grout immediately :before the placing of new concrete. h. Patchincr, : A::y concrete which is not formed as shown on plans or for any reason is out oz alignment or level or shows a defective surface shz.11 bC: as not conforming with the intent O" these specifications and shall be removed from the job by the Contractor at his expense, unless the Engineer grants permission to patch the defective area, which shall be done as prescribed by the Engineer. permission to patch any such area shall not be considered a waiver of the Engineer ' s right to require compl6te removal of the defec;:iva 'work if the patching does not, in his opinion, satisfactorily restore the quality and appearance of the surface. Inunediately a-fter -removing forms, all concrete surfaces sh all be inspected �. d any poor joints, voids, stone pockets, or ® other areas permitteu by the Eng nee_- to be patched and all the `*P holes shall at once be patched before the concrete is thoroughly dry. i. Finishes : All poured in place concrete, which will be visible after completion, shall be placed in plywood forms or form liners to produce a uniform texture. If finish is not uniform, the ex- posed concrete shall be stoned, using cement, water and grinding stone. Floor shall be .floated and steel trowel finished without the use of topping. j . Form_ Mar1cing: Form mark Lng and Form Liners s:hall be provided to the extent as shown on the drawings. (For expansion joints, see Plans) . f' IINDUST^n1AL COMMI'3SION OF NIISGOURI 1.� OCPAI1TM6hY OM LAOOI/AhA Ih OU1. L*141A 11CLATIONt. •`•"' r♦ c.al.,.unuwN �',`. •••��• IOTA 4UILUiNJ •nullUw AY v...1we IIION YIII{{1• Ill'. . �- f,P,XO.Rr. {nXAn V'1 UWeNOR ' Y.A.A.•r..ne.n XR111XU JCrYI'naON CITY,L.q:UOURI 011101 u ell a INrr In accordance with your request for the prevailing; hourly rate Of wa„es for workmen ra- P7) quii•ed to perform the project or construction contra:[ as liated in yuur requu:lt, and w 4 �••' �'- pursuont to Section, 290.210 to 110 it.S.Ho., 1959, as amended 11565, kilo Dcparu,�cnt Of «T �n Labor and Industri„l Rolatiuns, acting by and through the indut;trial Cor,vnLssion of this- 'y �, .,•� seuri, boini, duly informed and having fully considored the ;attar, finds, determiner, declares, and certifies to,you And the public body you represent; t'^✓ - R Z�:A t,1 �,. T��.i�i. 1. That the general prevailing hourly rate of wa,;cs for building; construction w ' in said county for each of the C'c,.f LS or types of worn:,,cn, If.a ted 011 Life rote schedules, are the prevailing hourly wage ratca for r-nid county for reject or construction contract named. Frinl;e benefits are in addition to the basic wage; and if they are included, the basic wago will be so marked., 2 Fringe payments include medical and hospital care, compensation for , injuries or illness resulting iron occupational activity, unemploy.i,ene benefits, life insurance, disability and sickness insurance, accident insurance (all desil;nated as health and welfare), pensions, vacation and holiday pay, apprenticeship or other similar ,programs and other bona fide benefits. 3.. The general prevailing hourly rates for 1„Cal holidays anti overtime work are as shokm on the wade rate schedules for the crafts listed thereon. 4 That certified copies of this determination shall be filed im:iediately with the Secretary of State of Missouri and in the fiien of this Department, I and that copies of this determination shall be supplied to all interested persons requesting same. 5. NOTE: THE CM.1I5SION IS NOT AUTHORIZED TO FIX WAGE RATES. 7,1E LAW DIRECTS IT TO ASCERTAIN THE PREVAILING 'HOURLY UAGEi IN A GIVES LOCALITY. A j "LOCALITY” IS 'aiE COUNTY OR COUNTIES 1,IIER-1 7RE PRO.;.;C: IS TO 3E CONSTIUCTED. I THE LAW PROVIDES THAT NOT LESS THA14 VE PREVAILING hiou,'\LY WAGES DETEiY,IN,ED BY 111E COWISSION SHALL BE PAID BY A COMIRACTOR OR SUBCONTRACTOR. A HIG;hER WAGE RATE MY DE I,AM'ULLY PAID (SEE SECTION 290,210). Note: Should objections be filed to any portion of this wage determination, such objec- tion or objections must be spoci£ic, in writing and in triplicate and must reach the Coaission within 30 days from date of the Determination. State in full the facts and reasons in support of your objections. This determination becomes obsolete unless a contract is executed within 120 days of the abnve date. By di' on of the Industrial Co=isaion of hiosourI. / Erm As V. Edwards, Secretary V'UMrVlON.Of TNR ORI•AXTXRNTI NI.D1Y.nT.......V(.......V...\.........ION..•..........r.✓ .), .IU..tl.M'..OXYANre\ION, rnITOO.L A.,YgiJTATq..I..T.ILMA M..R Mtl•IM.Y.T.UL OX.XInR IN.I..M.AMY..I.I\,An0.e1.1,­V/e. i � • f *Truck Drivers cone within the purview of the law only when the hauling o: materials or equip-ment includes come phase of construction other than the more transportation to the site of construction. i 1 —Weldera receive rate prescribed for craft performing operation to which welding is j incidental. 1iG^ES a - 1� of the gross monthly labor payroll. b - Bcaltb and Welfcro - ;3.50 a veers. d - A:%cr 6 months of service, 2A of hourl;,r rate of all hours worked for vacation. Aft After 5 years of service, 41A of hourly rate of all'hours worked. e - ..265j Sup211. Bono. -r.2 - Adm.'vr.d - .10. f - FrinSo Benefit 1), - Fd. - 20. GVrF�\T.'a^ itA wS Joint :rust 'Fund Co=. - -03Y No. 1 means double timo,for all overtime worked during work week and Saturdays, Sundays and holidays. No. 2 means time and one-half for ovartl--o worked during work week and on Saturdays, Sundays and holidays. III. HEATING WORK WORKMANSHIP First class workmanship will be demanded in all cases and work shall be erected not only with a view to proper construction and operation, but Ialso to appearance. i at AND MATERIALS: All apparatus shall be new, free from material defects , perfect in operation and installed as shown on drawings . Each piece shall be properly i set to proper lines and elevations , and be securely supported. All apparatus shall be complete with all parts, accessories , trimmings, con- nections, etc . , as specified, or when not specified in detail, as shown in , j manufacturers ' catalog or necessary for its proper performance. All apparatus shall .be properly cleaned, adjusted, lubricated and put in complete working order with all accessories , trimmings , etc . , attached and adjusted. Materials and apparatus shall be as specified and where specified by name or approved equal, the written approval of the Building Inspector must be obtained, prior to bidding, for the use of material or apparatus other than that specified. TESTS: After completion of work, but before final payment is made, contractor t11 run a test of a sufficient period of time to prove to the satisfaction o the Building Inspector, the rated capacity and proper performance of j all apparatus, etc. , and of the system as a whole. All tests shall be made in the presence of the Owner, his Building Inspector or representative, and must demonstrate that all of the requirements of the specifications have been met. i j Contractor shall deliver to the Owner all printed instructions issued by manufacturers for the proper care and operation of the equipment. Contractors shall furnish all instruments, devices, etc. , necessary for tests of the plant. UNIT HEATER: { Furnish and install,. as shown on plan, one (1) natural gas fired, propeller. :-ype forced air unit heater, same as 150,000 BTU heater in existing building or approved equal. Unit to operate on 115 volt, single phase, 60 cycle current. �t, Unit shall be suspended by steel pipe hangers in a substantial manner thermostats to be placed on outlet boxes on steel electrical conduit dropped down from unit to 6k feet above floor. I VENTS Furnish and install Duravent or Metalbestos vent pipes same size as heater outlet; adjustable roof jacks , storm collars, draft hood adapters, etc . All vents shall be capped with Acme or Breidert vent caps. GAS PIPING Furnish and install gas pipe from meter to all heating units as per plan. i Pipe to be new, clean, schedule CEO black iron pipe. Fittings to be { black malleable iron. Provide scale pocket at each unit- heater. With manual valve, at all units closed, place system under 20 lbs. per square inch pressure for twelve 'hours . System shall hold pressure without loss for the specified period. i Leaks to be corrected without caulking or peening. Notify City Engineer prior to test for his inspection. WIRING :Furnish and install necessary disconnects, conduit, wire, fuses , etc . to make a complete installation. All work and materials shall comply with all local ordinances, codes and regulations, National Electric Code & National Board of Fire Underwriters. i GUARANTEE t { Contractor shall guarantee the complete t.L.:ction of the work in j accordance with specifications and drawings , its proper satisfactory operation and to replace any materials found defective within one year after completion of work. Contractor shall make service adjustments to equipment and controls, without charge to the Owner, for a period of one year. . IV. ELECTRICAL WORK (See Plans) - 2 - •A a N td 4 J J4 •.4+ .� ���' 1 R7 4? 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