Document 4Qzeqpyxx6Kw8koaEMmXveDJe

SPECIFICATION NO. E-lOljO - OCTANE TESTING LABORATQRT EL PASO REFINERY FOR STANDARD OIL COttPANY OF TEXAS EL PASO, TEXAS October 'l1:', 1951 CHEV BB 0000542 Specification &-10bO Engineering Department October 15, 195.1 Pago 1 GENERAL CONDITIONS 1.01 Scope: This specification covers the work of several trades in construction of an Octane Testing Laboratory building and includes all work required to complete the building ready for occupancy by COMPANY except for work to be performed by "others." 1.02 Definitions: 1.021 Contract documents consist of the Contract, these general conditions, the drawings and specifications including all codifications thereof incorporated in the documents before their execution. 1.022 Terms "approved," "as directed," "proper," "suitable," "satisfactory," "equal," and other words of similar meaning and intent, implying exercise Of judgment, discretion, or decision to be made> shall refer to the judgment, dis cretion and aecision of the COMPANY. The term equal shall mean "equal" in the opinion of the COMPANY. The term CONTRACTOR shall mean General Contractor. 1.03 Contract Drawings: The following drawings are a part of and complementary to this specification: Drawing Number Title GA-Spbo-O GA-35b7-0 Gm-8603-0 GA-8606-o GB-L693l6-lb GB-lb368-0 GC-860b-0 GE-S6C5-0 Flans and Elevations Mechanical Plan and Miscellaneous Details Lighting Layout bbO-Vclt Layout trapped Coatings for Underground Fip<e Lines Standard Shop ball Bench - Type 3 Lighting Schedule List of Electrical Lb ferial CHEV BB 0000543 Specification ~10d<3 Engineering bepartmorit' .October 8, ,1951 Page 2 1,0b Scecutlon, Correlation and Intent of Drawings and Specifications l.Oiil These specifications and the accompanying drawings are the property of the COMPANY, and aha11 be returned to the COMPANY at the completion of the contract. It is the intention of these documents to require the doapletion o! the work in a thorough and workmanlike manner* acceptable to COMPANY in every respect, 1.Q&2 In general, the drawings indicate dimensions, positions and details of construction; the specifications* qualities of materials and methods of workmanship.- Any work indicated on the drawings and not mentioned in the specifications, or vice versa, shall be furnished as though fully set forth in both. Work not particularly detailed, marked or specified shall be the"same.as similar parts that are detailed, marked or specified, 1.0U3 The cygn^CTOE shall comply with -the true intent and meaning of. the crawjngs and specifications taken as A while and shall not'ayaij .himself jif any aapifest errors or; <fedfi'si<wa to the .detriment cf the.pork* Should any'd^ror app^r in the draw ings qr ppecificutions, or in the wbi^k.'qMe dihers affect ing thejsroik of .the contract, the fctiNl&CTdR sht$l notify the' CpitPANY at oncS, and the COMPANY will issue .appropriate corrections. -It the CONTRaCTOH proceeds with Any such work iidthout, such corrections from the COMPANY the CONTRACTOR sh^li 'make good" all resulting damage And defects/ l,0Ldi Figured dijiiensions take precedence oyer scale measurements, detailed drawings over general drawings, And drawings of later date over those of earlier date* In like manner, addenda to specifications tak9 precedence over original specifications and earlier addenda thereto* 1,05 Efrtra '`fork 1,051 Should extra work be authorised, CONTRACTOR shall normally submit a fixed price bid therefor, mutually acceptable to both the CCkPrtNY and the-CONTRACTOR,' prior to starting of the ext.fa work. However, at COikPANY'S option, extra work may be performed on a force account basis, 1,052' Under force account, time slips accounting for time of men spent on each extra work authorization, shovdng their craft classification.ana hourly rate, together with a summary of material used, including equipment rental, must be submitted daily to the CCSIPaNY for approval. Payment for extra work under force account will be made only on the basis of such approved time and aaterial slips. CHEV BB 0000544 Specification S-lOaO Engineering Department October 15, 1951 i age 3 1,053 The charge i'or the above items shall be .invoiced on the fcllcAir.g basis: (1) Actual r.et labor cost plus insurance and taxes theron. (2) Equipment cost for time actually used on the extra work authorization, computed at rates not in excess of current Associated Equipment Distributers1 "Computation of Rental Hates." (3) Materials and supplies actually consumed in the extra v.ork at net cost to toe CONTRACTOR olus taxes. (ii) A percentage of Items 1, 2, ana 3 as stipulatea in the Contract, to cover the cost of supervision, including foreman, small tools, overheau and profit, and any other charges not specifically mentioned in Items 1, 2 and 3. 1.06 Shop Drawings as requireu by the specification shall be submitted to COMi-JiNY for approval, ana no shop work shall be started until this approval is received. CCMP'aKY'S approval shall not relieve the CCMTRhGiQR from responsibility for deviations from design draw ings or specifications unless he has called dOiiPaNY'S attention to such deviations at the time of submission. l.Ool Two (2) copies of each arawing shall be submittea for preli.rJ.nar;* checking purposes. If corrections are unnecessary, five (5) adcitional codes shall be submitted for final, distribution. /here corrections are necessary, they will be notea on one (1) copy v/iiich will be returned to the CONTRAC TOR who shall revise suen cravdngs accordingly, and resubmit five (5) copies of fee corrected dra/zings. 1.07 Materials: Unless specified or shown on drawings as material furnished by CCMraMY, all materials that form a part of the com pletes job shall be new ana of a brand acceptable to G0KaJANY. Facttsgeu materials shall be delivered in their original containers with unoroxen seals. 1.071 Variations from specified Materials: The materials or products specified a:all be the basis of the bids and shall be furnisued unless ehcsnged by mutual agreement. Where two or more tranus are named, the choice of these shall be option al with the CONTRACTOR. Should the CONTRACTOR wish to use any materials cr .relucts other tr.sn those specified, he must so state in writing, na..lng the proposea substitutions clearly and stating what difference, if any, vd.ll be made in the crr.ount cf his bio Tor t&c! substitution should it be accepted. If any ::r.u,ije is without the COMPaNY'S writie.i d.'.proval, suer mat -rial 'hall be removed from the premises at the expense of the CONTRACTOR. :hev bb >000545 Specification E-loLO ' Engineering department October 15>1951 rage U ! 1.072 Materials Furnished by COMFaMY: Ihe following material ri.ll be furnished by COMPANY at the job site and installed by CGialLtCTCR: . .. ......... , a. 3est lock cylinders b. Electric drinking fountain c. Electric clocks d. Toilet paper, towel, and soap cispensers e. Test Engines f. Fume Hood 1.073 Ordering Material: The CONTRACTOR shall place orders for all materials anu equipment to oe employed in the work as soon as possible after the award of the contract. It shall be the duty of the CONTRACTOR to keep the CCijhiiiY informed as to the availability of specified materials and equip ment, and to advise them promptly, in writing, of all' orders placed, and of such materials and equipment as may not be obtainable for purposes of the contract, either due to conditions of the market or other limiting and governing factors. 1.07U Testing Materials: All materials to be incorporated in the work of the contract shall be subject to testing for compliance with the requirements of the specifications. Materials or work required to be tested shall be tested under supervision of, as directed by, and at such points as may be convenient to the COMPANY. all tests shall be made by an approved testing laboratory, and at the expense of the COmihiNY unless otherwise hereinafter specified. Tests shall be of number and nature as specified or as considered necessary by the CGhrANY, and will be made in accordance with the applicable standard methods of the iSTil, or other procedures designated herein. Services and Facilities to be Furnished by CU..FANY l.Odl COMPANY will provide access to the job site for CONTRACTOR and his equipment, and will provide CONTRACTOR with neces sary uncovers*:; storage sonce within a reasonable distance of the job site. 1.082 COmPnMY will Yurnisn fresh -water for personnel and equip ment at the job site at no cost to CONTRACTOR. 1.033 COMRaKY will furnish within 100 feet of building site electric power required for construction. CHEVBB 0000546 Specification 2-101:0 Engineering Department, October 15, 1951 . Page 5 l,G8ii COI'.FaNY will install all utility lines from two feet outside building line to refinery., mains .la: id .make con- .. nections at the building.. . 1.09 Separate Contracts} The COMPANY reserves the right to let other, contracts or do other work in connection with this work. The `v'~ CONTRACTOR shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the ex ecution of their work, and shall properly connect and coordinate his work with theirs. 1.10 utilities 1.101 ,, t CCiiTRi-.CTOR shall furnish ana install all temporary lines required for construction and shall remove them upon com pletion of the work. 1.102 COUTRaCToR shall provide and mount at point designated by COKPhNY a disconnecting switch for his electric power curing construction and CO.:iFaNY will connect service drops to this switch from the role. CONTRACTOR'S switch shall be fused adequately to protect the service drops. 1.11 1.12 Sanitary Facilities; CONTRACTOR shall orovide temporary chemical toilet facilities for construction force located as directed, shall maintain them in a sanitary condition, remove upon completion of the work, and disinfect the premises. \ Supervision and Conduct of >/crk 1.121 The COKIRaCTCR shall be responsible for all -work done under the contract, including faulty and improper work done by others under him by contract or otherwise. The CONTRACTOR shall be responsible for the ccnauct of his agents and employees or. the premises, and shall maintain gooct order in all parts of the builuing and premises where work under the contract is being carried out. 1.122 Throughout the performance of the contract, the CONTRACTOR shall maintain a weather-tight office with telephone at the site of the work. 1.123 st all times during his absence be represented on the work by a superintendent or foreman authorized and competent to receive and act upon oral or '..Titter! communications from the CCiiPaIvY. The CONTRACTOR shall be liable for faithful observance of any instruc tions ceiiveied to ni::: or his authorized representative on the work. CHEVBB 0000547 Specification S-lOlO Engineering department October 15, 1951 Tags 6 1.12li 1 he work will be let as a general contract covering all classes of work,, even though Specifications are divided into hi visions corresponding to the usual traces, in order to facilitate the taking of bids. 1.125 The CONTRACI'CR shall,, as soon as practicable after the execution of the CONTRACT, submit in writing the name of each and every subcontractor to ,vho:a he proposes to make awards. 1,13 Scaffolding: CONThaCTOR shall furnish, erect and maintain all scaffolding required for the. prosecution of the work. Scaffold ing shall be erected, equioped and maintained in accordance with all statutes, laws, ordinances and regulations of State, County and isunicipal authorities or Insurance Companies raving juris diction. l.lli Cleanup: The CONTRACTOR shall keep the building and premises free from accumulations of v/aste materials or rubbish. At the completion of the work he shall remove all his rubbish from and about the building and all Ids tools, scaffolcdng, surplus materials, spoil from excavation, etc., and clean the site to the satisfaction of the COMPANY. All windows and fixtures shall be washed and polished. 1.15 examination cf Site: The CCNfliaCTCE shall be hela to have examined site, compared it with drawings and specifications, and satisfied himself as to conditions uriuer which work is to be performed., No allowance shall be subsequently made in behalf of the CONTRACTOR for any extra expense to which he may be put clue to failure or neglect on his part to acquaint himself with conditions of the site and building and any other work thereon, their approaches and possibilities. 1.16 Laving Out '.York: The location ana elevut-ior. of all work shall be established by the CCY.'RnCTcR from, permanent ranch marks establish ed by CCmrahT. 1.17 Time Schedule: The CONTRACTOR shall prepare and submit to the CO/1pa NY for approval, and in form as directed, a time schedule showing the time .necessary to complete the entire work of the contract and each salient poi-ticn thereof. CHEV BB 0000548 Speci fi cation r.--101*0 Engineering Department October 15> 1951 . f-agc 7 ' -k- 2.0 COKCRETS 2.01 General Conditions: Section 1, llGE!C?*L -1KDITICH3',1' bound......... herewith is a part of this specification and all work hereinafter specified is subject thereto. 2.02 Strength;Concrete shall be proportioned for a minimum compres sive strength of 2500 lb per sq inch at 23 days. 2.03 Reinforcing Steel: all reinforcing steel shall be structural grace, deformed bars conforming to xSTli Specification a-15, latest revision, and Specification S-5l6attached except para graphs ltt2, and, 8.0 shall not"'apply. 2.Oh fixing: Ready-mixed concrete shall be furnished in accordance with aSTxJ Specification C-9h, latest revision, alternate 2, , Job-mixed concrete shall be furnished in accordance with Speci fication -351, attached. 2.05 Placing, ana Curing, shall be in accordance with Specification S-dpO, attacheci, and as specified below. 2.06 Forms shall be in accordance with Specification -350. 2.07 Slabs: Lay all slabs with drains, piping and openings, accurately set. ill concrete slabs shall be finished monolithically, colored, except ir. Barrel Storage Room., using A. C. Horn Company or equal pigment applied in accordance with manu facturer's directions, approximately one hour after slab is poured, apply a topping of 2 parts pea gravel, 1 part topping sand, 1 sack of cement and coloring pigment to every 200 square fast, lord topping with Kelley Power floats until a ..inimum of fines arc- drawn to the surface, --ft or topair.; has been fi eaten, trowel to hare dense surface "rue to line, and grade, and matching texture of existing floor. :.0tS Vanor Barrier Cue layer of ''Sisal,craft" over gravel fill with edges 1apnea ! inches ana scaled with asphalt cement. fHEV BB 1000549 Specification S-10u0 Lngineering Department October 15, 1931 Fa.ro .3 .0 iinSGUP.Y 3.01 General Conditions; Section 1, :,GEiiERr.L JC'WIT L0Y.5," hound herev;ith is a part of this specification and all werk hereinafter specified is subject thereto. . 3.02 Concrete Block Masonry shall conform to opecificaticn E-9h3 attached except that concrete shall be proportioned for a minimum compressive strength of 2500 lb at 2-3 cays. 3.03 Brickwork 3-031 Materials; 1`1 materials used in brickwork shall be as follows; Portland Cement - standard comestic brand conforming to. rtSTw Specification C-150. <ater - clean, free from celeterious amounts of acids, alkalies or organic materials,- Mortar Coloring - unfading mineral pigment as manufactured by a. 'C. Korn Company or approved equal. Srick shall be apcroximatolv 2|" by 3-3/!r` by 6" face brick of color and texture as selected. .-..ortar for brick shall be as specified for Concrete Block, -`dd sufficient color pigment to obtain color selected.. 3.032 Brick Laying; ..'et down all brick before laying. Lay brick in bond and pattern shown on drawings. Joints shall be approximately 1/ii inch thick, flush cut slightly concave and finished with a jointing tool. Lay each brick with a shoved joint in a full bed of mortar with all vertical joints Puttered the full depth of the brick. Lay all 'rick true to dimensions, plumb and square, with all courses level and joints 01 uniform width. 3.033 Cleaning: Upon completion clean all exposed brick surfaces with fiber brushes and a solution of l-L/2 pints of muri atic acid to one gallon 01 water. 3inse off rath fresh, clet:n water. Anchorage : Bidck veneer shall be tied to masonry backing with fr6 uuge coxu-osion resistant wire ties embedded in joints at fii-inch centers horizontally and 8-inch centers vertically, attach ties to a ?yr3 Uauge continuous hori zontal wire embedded in horizontal joints of brick. CHEVBB 0000550 3creification E-lOltO Engineering Department October 15, X`.`5l Page 9 ` - ' " - Sl'uCT-JS^L 3IZ r.UD 3?E2L 3aSH iiiOl General 0onditior.s:. Section 1, uuEMiRAL CG':`DITIG;o,11 bound here with is a part of-this specification and all work hereinafter specified is subject thereto. a.02 Structural Steel Li.021 Fabrication shall be in accordance with Specification Mo. attached hereto. Submission of shop and erection drav/ings is not required. ii.022 Erection shall conform .to the latest AISC Specification for Design, Fabrication and Erection of Structural Steel for 3uildings. Welding shall conform to the latest edition of AV.'S Standard Code for Arc and Gas .."elding in Building Construction. a. 03 Steel Sash shall" be "fenestra11 utility sash, bonderized and shop primed, complete with standard hardware and bronze fly screen. 1{.031 lash shall be installed v/ith all edt;es caulked using an eleavtio, non-hardening, non-staining caulking compound of color to natch adjoining walls. They shall be set plumb and true, securely anchored to walls -without dis- tortion of frame and adjusted for smooth operation to satisfaction of UCi , CHEVBB 0000551 Specification S-'lOXO Engineering Department October 15, 1951 Page XO . . CARPENTRY K!>rD LILLTsORK . ' 5.01 '-ts.neral Conditions: Section 1, "GENERAL CCWDITIGdS,11 bound here- ' with is a part of this specification and all work hereinafter -...... specified is subject thereto. 5.02 Materials: 5.021 Lumber shall be Douglas Kir or Southern Pine, seasoned and air oried 3X5 unless otherwise noted, and as follows: a. Training lumber - lX50f stress grade b. Exposed finished mill-work and shelving'- VG - B and better, kiln dried; c. rlywood - Douglas Kir Interior Grade a for millwork 5.022 wood Preservative shall be Standard Oil Company's Standard Vi'ood preservative. 5.03 Fraraing shall be as detailed on drawings, securely nailed. 5.0li 5.031 Sills, Ledgers and Plates on or against concrete or masonry shall be treated on X sides and ends with wood preservative and bolted at it foot maximum centers and at ends with bolts of size shown on drawings, or may instead be anchored down with Powder-Power Tool Corporation equipment using fa336 studs on 32 inch centers and at ends. lallwork 5.DX1 General - itillwork shall be fabricated by skilled mechanics. Vnerever practicable, means of fastening shall be concealed, joints shall be housed, mortised and tenoned, doweled blocked and glued together with minimum use of nails. 5.0X2 'ood Finish shall be smooth, belt sanded at mill and hand sanded on the job. Corners and edges shall be sanded off to prevent damage. 5.0X3 Frames ana Trim, for doors shall be of material as specified for exposed mi11work, with joints housed together, set plumb and square with aovdle wedge blocking placed back of nailing points, hinges and lock strikes. L'ouldings shall be cleanly cut -with mitered corners accurately made and blind nailea where possible. Visible nailing shall be set and puttied. Backpriir.e all mill-work with lead and oil paint before installing. 5.0XX Doors not shown a-s neial jo-. rau, shall be 11-ongel'1 solid core or equal with ..lyv/ood iaccs suitable for paint finish, I,.: r. tr.trance cioor shall be a solid wood store door. CHEVBB 0000552 .specification S-lOliO Engineering Department October IS, 1951 fage 11 5.055 Shoo Prav.-ines shall he sv.tmtted fcr all xillv/ork. 0c-r.er.t Asbestos; .'.'here eo.-rent asbestos is called for by drawings Johns suanvillf 3/1611 thick natural finish 1 lexboard shall be installed. 5.051 Flexboard shall bo nailed to framing with nail heads countersunk and holes puttied, il exposed edges shall be bevelec l/lb". :hev bb )000553 _r.j 1 r. eerir. j ~eprt:nent KING IIJ.'Sj" bound here ork herc-irafter Material for decking shall be "Insulrock" structural insulating roof deck 3d inch by 96 inch by 3 inch thick as manufactured by SK InsulrocK Corporation. Application shall be as follcr.755 of slabs butted tightly.' b. Fill longitudinal joints along sub-purlins flush *.vith top of Insulrock slabs rath grout nixed v.ith 1 cu ft Portland cement, u cu ft stabilised verniculite, and h cu ft water (approx.). c. Apply built-up roofing as specified under "Roofing11. CHEV BB 0000554 Spaaizicztion Z--10li0 Yngineerir.g department October 15* 1951 Page 13 7.0 * ROCf173, dA,-iP--PliCOPING, .aNJ SKT5T HI . '" - ... ...................... ^- 7.01 General Conditions: Section 1, '*'1 .NIPaL CONDITIONS,'1 bound heravdtli is a part of this specification and all work hereinafter specified is subject thereto. 7.02 'fork excluded; The follov.'ing work is not included in this section: a. Metal covered doors ,b`. Ventilating ducts 7.03 Hoofing shall be h ply smooth top asphalt and asbestos felt applied in accordance with-Specification 57, (lor wood decks) attached, except that final coating shall be asphalt base aluminum paint in lieu of asbestos roof coating. 7.Oil Damp-Proofing: A v/ater-proof membrane shall be applied to the decks of evaporative cooler supports as shown on drawings, and as-follows: 7.Oiil Apply 25 pound rosin sized building paper over wood deck with seams lapped 2 inches and nailed sufficiently to hold in place. Over this sheet apply two plys of 15 pound asphalt saturated rag felt mopped solid between plys.and over top surface with hot asphalt. Turn all sheets up walls h inches. 7.05 Gheet ketal 7.051 7.052 Details of sheet metal work not shown on drawings or specified shall comply with `'Standard Practice in Sheet Metal .York" published by the National .--ssociatior. of Sheet metal Contractors. r Louvers shall be ?L rauga* ralvarn zed iron, fabricated as de-.alien on drawings and installed in a completely weathertight manner. 7.053 hoof cafes for flashing pipes extending through roof shall be 3-pound sheet lead and have a minimum base projection of 12 inches outside wall of pipe. Tops of flashing shall be earned into top of pipes. ?.05h 3ink shall be constructed of 18 t.auge stainless steel type 30if, 23 finish, a:.a as follows: a. beams - butted, welded and ground smooth. b. Field joints - butt, spliced screwed, soldered and crossed smooth. c. lop turned town over front of counter and secured with zer GV<3 d. Gink and adjacent counter sloped 1/2 inch to drain. . 2. Holes for water pipe 2nd drain cut in field,. CHEV BB 0000555 Specification E-10h0 Engi neering Department October 15, 1551 Pa.;e ll; FINISH HARD /ARE Ai :2TAL COVERED POORS d.Ol General Conditions: Section 1, "GENERAL CGKDITIG03," bound. herewith is a part of this specification and all work hereinafter specified is subject thereto.. 8.02 Work Excluded; The following r/ork is not included in this section a. Rough hard-ware. b. "Best" lock cylinders which are to be furnished by COMPANY bat installed by CONTRACTOR. c. Hardware for steel sash. 8.03 Finish Hardware 8.031 Materials: All finish hardware shall be as shov/n on schedule, new, in prefect working condition and free' fi'ora all defects of workmanship and finish. The schedule is intended to cover the principal items of hardware, and does not include each and every item required, nor is it a complete schedule. The CONTRACTOR shall carefully examine the plans in con junction with the general drawings to fully ascertain the extent of the hardware required, and shall subnit a final schedule for approval by COMPANY before installing any hardware. 8.0311 Hardware shall be manufactured by the following Urns whose catalog numbers are listed in the schedule unless noted otherwise: aci Linney Manufacturing Company - Butts Richards bilcoic Company - Sliding Boor Hard-ware Russell and Ervin Division of American Hard-ware Corporation - All Other Hardware 8.0312 Finish shall be cull chrome except sliding door hardware and butts. 8.0313 Butts shall be button tipped a fid prime coated. 8.032 Installation: Hard-ware shall be installed securely and neatly using fastenings finished to correspond uith the hardware. Install hardware before painting, remove and re-install at the completion cf the job. CHEV BB 0000556 Specification E-lOljO Engineering Department October 15/ 1951 Page 1$ fi.033 Schedule Door 1 - c\ inch-thick futx-3 - lj pr. Sri 7hk - 5" x 5" Lockset - A2056 - B 3K-5 Bristol xl6.<' Push Bars - 529 Kick Plate - 8" x 1" less than door width Stainless Steel Poor Closer - D-FC - -utovatic Holder arm Poor c - 1-3/h inch thick Butts - lv pr, 5k71U| Latchset - 2039 - Bristol Stop - aitlj Door 3 - l-H/16 inch thick Butts - li- pr ?A 7l!ii - hi" x i$" Lockset - 102li Bristol Closer - C-?C - Automatic holder -arm Door Ij - 1-11/16 inch thick- Hangers - 20-1;Track - 31 v.-ith 2 end ar.d 3 center brackets Clay Rollers - 68 Binder and Step - 89 Harp - 182 Cabinet Hardware Doer Hinges - Stanley 1532 Door and Drawer Pulls - Stanley Lh5C Shelf Supports - hr.ape and Vort 233 standards and ?39 supports Doer Catches - Spring friction Scat Hooks - O37 - 6 hooks, located as directed in field ii Hejal Covered Doors shall hv ichards-'"ilcox Ho. 1:79 galvanized steel flat surfaced doors rei:ifcreed for hardv:are specified above for doors 3 end ii. :hev bb J000557 Specification S-lOhO Engineering Department October 15> 1951 ?s,-e lc 9.0 GLASS AFP GI.AZID' 9.01 General Conditions? Section 1, CC ::Z7?ICl'S,l! bouiid here- vith is a part of this specification and all work hereinafter specified is subject thereto. 9.02 Materials shall be as follows: 5.021 Glass - Libby Cvens, i-ississippi or Pittsburg free from imperfections and delivered to iob bearing manufacturer's label clearly narked as to grade and quality. Labels shall remain on class u*til final approval". a. ;'incow -1/8" thick-'11 smooth rough" b. Door - 3/16 inch thick heavy sheet "3" grade, clear 9.022 Putty shall be as follows a. For 'wood glazing - Dili ting, white lead, and pure boiled linseed oil. b. For steel sash - ,!Peccra," or equal, steel sash. 9.C23 Glazing Clips - Copper clad steel spring -.Tire as recom mended by sash manufacturer. 9.03 Gianing 9.C3I Setting Glass - Glass, except that secured by glazing angles or steps, shall be secured with clips, set in putty, backputtied and faceputtied. Glass, secured by glazing angles or stops shall be set in full bed of putty, glazing angle or stop then forced into putty bed and screwed into place, puttjr on both sides struck off flush. CHEV BB 0000558 Specification E-KliO Engineering Department October 15, lS'5l Pane 17 10.0 PA] 10.01 General Conditions t Section 1, "GE'dEP.Al. COliDITIC'-.S," bound herewith is a past of this specification and all work hereinafter specified is7 subject thereto. 10.02 '"ork Included in this section is as follow?: Preparation cf surfaces to receive naint finish Priming ar.d back paint!nr or wood finish Painting of exposed concrete block, woodwork, and metal work on exterior of building Painting of exposed woodwork, - piping, conduit, other metal surfaces ana concrete block falls, on interior of building Protection of floors, fixtures, and equipment against any spattering or dropping of saint, and removing all paint from such surfaces Sanding, - puttying, 'arid other work incidental to or necessary for performance and completion of painting as specified. 10.03 v~ork Excluded from this section is as follows: Prime coating of metal work for which shop coating is specified in ether sections cf these specifiecations Painting of brass, white metal, porcelain enamel, or valves and polished metal parts Factory painted work mechanical eqywor.cnt 10 .Olx ilate rials shall be first quality General Paint Comoanv products, cr approve i eeual, compounded especially for the type of surface upon which it is to be applied. Materials shall be delivered to th0 1 o!d i. v the original unopened container. The reduction c.f saint raic'iul shall r'e perfer-ei only as specified on paint package by r.ar. act'U'er. Kwhers and trade names hereinafter listed are Gen al Paint Gorn-any's, unless shown otherwise. 10.011 Colors all be as -'elected by CC;:?A.'~ir from samples preoared b painter c.n various. surface materials. 10.01U^L Faint Thinner - standard Oil Co:pary mineral spirits (no substitutions wi 11 be allowed). 10.Oli3 Linseed Oil - Co.-plying with Federal Specification JJJ-O-331 with Amendment 2, for boiled linseed oil. CHEVBB 0000559 Specification E-lChO Engineering Department October 15, 1951 Page 18 10,0)ill Putty - Composed of equal parts pure white lead and whiting, nixed v/ith linseed oil to proper consistency and colored to match finish. lO.OhS All other materials shall be similar and equal to the brands and types hereinafter listed. 10.05 Preparation 10.051 'Toodwerk shall be har.d-sandp?.pered and dusted clean. 10.052 Ketal Surfaces - Pipe, and conduit shall be cleaned of oil and grease. 10.053 Concrete and Concrete Block Surfaces to be painted shall be wire brushed clean. Surfaces which are highly glazed, or where any trace of oil is.present shall be treated with dilute solution of muriatic acid, and acid then re moved with water, 10.06 Painting Requirements 10.061 General - Paint finishes herein are in addition to shop CGats of primers specified in other sections of this specification. 10.062 ''"orkmanship - Each coat of paint shall be applied at proper consistency and brushed out evenly free of brush marks, sags, cr runs. Care shall be exercised to avoid lapping of paint onto glass or hardv-'are. second and third neats, on interior concrete block ar.d all coats on ceilings may be scrayed. 10.063 Protection - Coverings and drop cloths shall bo used to protect floors, fixtures and equipment and care exercised tc prevent paint being spattered onto surfaces which are not to be painted. Surfaces from -"hich such taint cannot be satisfactorily removed shall bo painted or repainted as required tc mrodnee finish satisfactory to CGKPANY. 10,07 Exterior Painting 10.071 Exposed exterior metal work shall be tainted is follows: (a) Pirst- coat on all unpainted metal work -- one coat of red lead or zinc chromate metal primer, conforming to Standard Oil Company Specification No. 609. CHEV BB 0000560  .-'cvAuion ho. 2 fefcru&ry li, I?2 Sosoi-fi nation i .-LjIsQ hi }.&.:tZL-xn^ . nps.w.'aant Jctobcr VSt l>l iefca'cnao ritt'a^raph li)*073 Pcira.^ra-ii 10.073 (ft) Rf3vi.3i.Oft ijld the following: All coifctu sh&ll he 1uraetacKj or; Kith a notary rticm using & fairly stiff bristlod 6-inch. nail brush. s-'&rticular cere bIklLI i*o taken to obtain penetration into all porca of the surface. ikW the Xol7.owiris: fhci two tiiin-icxo shall bo Ihorour-My hiixca to~ethur bofors aikiiftt; to 'Un&i-ccw 1. apply the c&latao .catci'j.al at the rata of ursw gallon per 500 S'.yiaro ft of tall. CHEVBB 3000561 Specification E-lObO Engineering Department October 15, 39*51 Page 1? (b) First coat on all -alvanized ratal work -- one coat L&S j?3S01 primer. (c) cccond coat on all primed metal work including shop and factory painted work -- one coat #22114 'JSuperbo Undercoater ,11 (d) Finish coat -- enamel, colored as directed. 10.072 Exposed exterior woodwork, including doors, frarr.es and trim, shall be painted as follows: (a) First coat on all. new -work - 1025 "Prime-tite." (b) Second coat -- Superbo Undercoater. (c) finish coat -- r^llill enamel colored as directed, 10.073 Exposed concrete block, concrete above floor line and Insulroek shall be painted as follows: (a) First coat mixed two parts "Amercoat" No. 33-XX, one part ScCal No. 1 thinner and one part "Amercoat" Nc, 10 tit inner. (b) Second coat -- Pittsburg Plate Glass Company's "Oementhidc,tinted. (c) Third coat -- same as second. 10.08 Interior Painting 1.0,031 Exposed ratal -- same as for exterior. 10,082 Exposed 'Woodwork -- same -as 'or exterior. 3'',083 Exposed Concrete Block and rturicol ceiling (r) Poccr.-.i coat. -- pill'a Tuperbo Undercoater (c) Thirl c-oat -- -J-31nll enamel colored as directed tO.OBi; loncreta Floors 1 r.ur .-.aencoat 33-Ex diluted as c -ncreta hlcck. same as tirsi. norcoct 33-EX undiluted applied CHEV BB 0000562 Specification 2-lObO Engineering Department October 15, 15S>1 Pago 20 .0 PLIfiSIIIG, heaii: ud vzHTiii\n:'a 11,01 General Conditions: Section 1, 11 GENERAL CONDITIONS,11 bound herewith is a part of this speci fication and all work hereinafter specified is subject thsret-o. 11,02 General: Llechanical layout on drnv.lngs is schematic only. All work shall bo done in accordance with Local Governing Codas and Ordinances and shall conform to the recommended minimum require ments of the American Standard Plumbing Code published by The American Society of 'Mechanical Engineers. Support all lines free from, .vibration with due allowance for expansion and pitch. All piping shall be supported with 3/8inch Kinderf or equal pipe hangers spaced not more than 20 feet apart. Hangers shall be secured to the steel or concrete struc ture. 11.03 V-'ork Included is as follows: 11.031 Complete water, air, steam, condensate, soil and 'waste systems within the building and extending two feet out side the building line including: a. 'ater, air and drainage lines stubbed up or terminated '.here shown cn drawings for connection to test engines by CUFAKY. b. ..'a+er and d ainage-lines for sanitary plumbing, including drinking fountain, and evaporative coolers, connected to fixtures specified -unless shown otherwise. c. Heating system, complete including piping, fittings, louvers, fans, registers ar.d convectors. Comlin system, complete, including evaporative coolers, duces, reris'crs, louvers, piping and fittings. Press shut building. valve in each line at entrance to 11.Oil Cork iixdud'-d is as follows: a. Utility lines from a point 2 feet ov.tsice the building line to i ire refinery mains. 1. Tost engines and their insiailation. c. Fume hood and installation. CHEV BB 0000563 Specification C-lOiiQ engineering Lspartmer.t October 15, 1551 Page 21 d. deference fuel piping and pum.p. e. Stainless steel sink which is specified under sheet metal, f. Shrinking fountain. 11.05 Soil and '.Vaste Fipinm shall be as follows! a. Belov.1' Ground: extra heavy cast iron with leaded oakum joints under building and 2 ft beyond building. 11.Oo b. Above Ground: 2 inch and larger, cast iron with leaded oakuxa joints. Under 2 inch, galvanized steel, with hot dipped screwed cast iron fittings. Vents likevd.se. . hater ricing shall be installed so that there shall be ample and uniform flow to all fixtures entirely free from pipe noises and water hammers. 11.061 Use standard weight galvanized seamless steel pipe, with banded malleable iron fittings, deductions in pipe size shall be made with reducers, not bushings. Clean pipe and fittings of cuttings, etc. before connecting, make up with white leaded joints. Install ground joint '^nions at each fixture and 12-inch' air cushion at faucet outlet. 11.0? Steam and Condensate piping shall be as follows: a. Standard weight black steel pipe with malleable iron fittings in sizes 2 inch and smaller, and welded or flanged connections in sizes 3 inch and larger. b. Valves in steam line, 150^ screwed brass with renewable seats of globe or gate pattern. Strainers, 250:7 screwed C.I. c. Steam lines insulated with standard thickness 35, magnesia insulation and covered with a pasted 3 oz. canvas jacket. 11.03 Air Piping shall be standard veight black steel pipe vdth malleable iron fittings. 11.09 Pine Sleeves one size larger than pipe shall be provided where lines pass through concrete or through exterior walls or roofs. Space between pipe and sleeve shall be caulked tight and water proof . 11.10 Testing: Before covering piping make tight and test in accordance with local regulations or at lyOr of line pressures or 50 psl mini..'.urn. and all leaks rale tight. CHEV 1*B 0000564 Specification S-lOlrO engineering department October 15, 1951 Page 22 11.11 Plumbing Fixtures shall be "American Standard," unless shown otherwise, as follows: a. water Closet -"radera" elongated F-2223VS with Sloan Crown 110 FIT flush valve and ,V9500 black moltex seat: b. Fittings for Sink: Faucet - B1095 right hand. Tail Piece - K. Greenberg & Sons l|-inch brass tailpiece No. 330 with 9-inch standing overflow. c. Floor Drains - Zurn #Z-730 - 3 inch with bronze rim and grate less back '.rater valve. d. Hose Bibs - 3-1632 - 3/u inch e. Fire Hose - 50 feet of 3/k-inch garden hose with adjustable brass nozzle for solid stream. CHEV BB 3000565 Specification Z-lOijO Engineering Oc-pnrtnent October 15, 1551 Page 23 12.0 ZLBCTK1 JaL fORK 12.01 General 0onditions: Section 1, ,!C 'KvlkL C'CMDIIIOUS," bound here with is a part of this specification and oil work hereinafter specified is subject thereto. 12.02 fork Included is the complete power anu lighting system except for work or materials specified as furnished or installed by uQj j.. 12,03 'Arork excluded is as follows: a. The CCLi?A''Y will make the necessary arrangements for power service connection to provide a supply of electrical energy at ),-30 volts, 3 phase, 60 cycles. b. The COi.j-i-J:: -..ill provide underground power service conduit to connect to the underground conduit stub indicated on drav.-ints. o. The C0U?:rf will provide feeder wires to the main circuit breaker in the power panel. J. The GOJd-AIw v.lll arrange for detailed wiring of individual Octane Testing Units. The COiiiFL':ITOil shall provide conduit and wiring to the locations at individual Octane Testing Units indicated on drawings. e. C0;.raNY vd.ll install .Tiring for telephones and arrange for installation of service cable. 12.Ol: General: 12. Oi:l all .tor k'ansllp v.ith t:* <3 Nation. local ; erning be new c.r.w 3 '.Ci J_, La bora-!:or ies. .ill materials shall 12. Oh2 Dravdn [3 ti on o:"* J. shall b' he but. folic.;vd as closelv as ant.jnl construc- I he ntificstion i Things :iC h circuit b: ea ker in shall b e identified as : dev ices serves bv ti.e b: CHEV BB 0000566 Specification ?-iOhO :j zpsz-1-.ont October 15> liJ3-l f'2 PO 2ll 12.06 Testing and Pinal lucrestion To obtain acceptance o: ids .'or' O t/v. . m. _ w t >X J> a joint inspection zvith the 00.. ;.Y`S reurejentaiive; insoection shall show: duo (1) that the v.-ork of installation is cor:.:lote in aco.rdcnco with the plans and Specifications. (2) that tests indicate satisfactory insulation resistance, freedom from accidental orcur.ds and snort circuits on the installation as tested in part and as a whole. (3) that all parts of the system, have boon energized at mortal vorkinvoltage and that each piece of equipment covered by tnis Contract has functioned satisfactorily in a test of operation. CHEV BB 0000567 Specification No. 3-851 Page 1 of 3 SPECIFICATION NO, 5-351 CONCRETE PHOFOF.TICNINC AS MIXING 1.0 Sc^pe This specificatis.u covers tr.e .materials to be used and the procedure to he followed in proportioning snd mi/.ing Portland cement concrete in tr.e field. 2.0 Materials 2.1 Frrtland cement snail conform- to- the Staiidard.Specifications' forPortland cement, A31M C150, 2.2 V.ater used in .mixing concrete shall be clean and free from in jurious amounts of oil, acid, alkali, organic matter, or other deleterious substances. 2.3 A11 aggregates shall be composed cf inert materials that are durable and strong. The amounts of dust, organic matter, loam, or other deleterious substances in the aggregates shall not exceed the maximum permissible limits specified in the Standard Specification for Concrete Aggregates, ASTM C33* 2.1 Recommendc-d .maximum sizes of coarse aggregates are as follows: c.J Fea gravel tefween i/S'1 and 3/3": Floors with "integral finisr." carrying light leads and requiring a smooth surface. Structural floors may have larger aggregate depending upon the spacing of steel reinforcing, followed by a separate pour of a special mix for the finish. For floor finishes the smaller aggregates permit a smooth finish and provide a dur able wearin;7 surface. }/k" rock ;r gravel: Building work such as walls, columns, slabs, etc. Also floors carrying heavy loads. to 1-1/2" rock or rravel: . Sa . j -s, piers, footings. c; 2" rock or gravel: r avemer.ts, depending upon thickness of cavemen*. 2" and larger, ur. to 6- Mass concrete construction, foundations -with minimum tnickross cf P8M 2.5 Fnu largest pieces cf aggregate snail not bo more than l/5 the narrowest dimension between tr.e ferns or 2/j, of the clear opening y r> * 4-a ti * r5 (*r-y-* i _ c* CHEV BB 0000 568 Specification No. E-851 Page 2 rf 3 3.0 Proportioning 3.1 General: The proportion of cement, fine and coarse aggregates shall be such that will produce a mixture which will readily work into corners and around reinforcing bars without segre gating and honey-combing, or permitting water to collect on the surface, 3.2 The methods of measuring concrete materials shall be such that the proportions can be accurately controlled within 1% and easily checked at any time during the work. 3.3 The cement content in the concrete mixture shall be in accordance with the following table: Cement Content in 94 lb Assumed Compressive Sacks of Cement per Cubic Strength at 28 Days Yard of Concrete 2000 Ib/sq. in. 2500 lb/sq. in. 3000 lb/sq, in. 3500 lb/sq. in. 5 5-3/4 6-1/2 7 sacks sacks sacks sacks In no case shall the cement content be less than 5 - 94 lb sacks per cubic yard of concrete. 3.4 Tne water content in the concrete mixture, including surface moisture of aggregate, shall be in accordance with the following table: Assumed Compressive Strength at 28 Days . '.v'ater Content U.S. Gallons per 94 lb. Sack of Cement 20CC lb/so. in. 2500 lb/so. in. 5000 lb/sq. in. 35CO lo/sq. in. 7-1/2 6-3/4 6 5-1/2 gallons gallons gallons gallons case shall the tote. 1 water content exceed 1-1/2 gallons ack of cement. 4.0 Consistency and ..orkabilitv 4.1 The consistency of the concrete mix shall be such that 'it is plastic ar.d workable. The consistency shall be determined in advance of placing concrete by the standard slump test. The following table indicates the concrete consistencies suitable for different tyres of work: CHEV BB 3000569 Specification lie. '-631 Page 3 of 3 EiCOiaENDi:' SLUtiFS FCR CONCRnTF Slump Inches Type of Structure iiinimum Maximum Massive sections, pavements and floors laid r'r. ground Heavy slabs, beams rr walls Thin walls and columns, ordinary slabs beams__________________________________ 1k 6 h________ 8 More workable concrete mixtures are required for thin walls with reinforcing than for floors, heavier walls or mass footings. U2 The workability cf the concrete shall not be increased by adding water to the mixture. Whenever necessary, the workability shall be varied by changing the mix proportions while maintaining the required water-cement ratio. An increase in workability may be obtained by increasing the ratio of fine to coarse aggregate, or by increasing the cement content, or both. 5.0 mixing of Concrete 5.1 unless otherwise authorized by COhr-nXY the mixing of concrete snail be done in a batch mixer approved by COMPANY. The volume of tne mixed material fer each batch shall not exceed the manu facturer's rated capacity of the mixer. The mixer shall be' rotated at the speed reccmmenaed by the manufacturer. 5.2 The concrete snail :;e mixed until there is a uniform distribution cf the material ar.d shall be discharged completely before the mixer is recharged. c. For mixers cf a . :a;.acity of one cuoic yard cr less the mixing shall be eoritlr.v :c fer at least or- minute after all materials are ir. tne mixer For mixers larger than cne cubic yard capacity the minimum mixing time shall be increased 15 seconds for eacn additional : :aif cubic yard cr fraction thereof. C ,'J Conveying: Ccr.c etc shall be conveyed from the mixer to the place of final deposit oy methods which will prevent the separation cr loss of the materials. RAS-AMC February 9, 1919. CHEVBB 0000570 Specification E-516 Engineering Department July 23, 1950 Page 1 of ? SPECIFICATION B-516 REINFORCING STEEL FABRICATION 1.0 GENERAL 1.1 This specification covers the detailing,, furnishing, fabricating, marking and celivery of fabricated reinforcing steel called for on COMPANY drawings and purchase order.. 1.2 SUPPLIER shall not supply wire mesh, tie wire, chairs, anchor bolts, nor the placement of reinforcing steel furnished under this specifi cation. 1.3 Deviations in the scope or details of the work from those herein specified may be stated in the purchase order which shall have precedence over this specification. 2.0 DRAWINGS' 2.1 SUPPLIER shall prepare complete shop detail and placement drawings, and shall furnish three copies of each drawing to COMPANY. COMPANY approval of these drawings '*111 not be required. 2.2 SUPPLIER shall furnish in addition to the prints above three complete sets of all shop detail and placement drawings. These prints shall accompany the steel to the job site, and shall be adequately packaged to arrive in good condition. 2.3 5UPPLIER shall correct, or shall assume the cost of correcting, any . errors in detailing and fabricating work performed by him. 3.0 MATERIAL 3.1 all reinforcing steel shall be structural grade bars conforming to AST.Vl Specification A-15 with deformations in accordance with ASTM a-305. Acid Bessemer steel is not acceptable. 3.2 All bars shall be round unless otherwise noted on the drawing. 3.3 all bars except l/U-inch are deformed unless otherwise noted on the drawing. it.0 DETAILS OF CONSTRUCTION Ii.l All general details of construction ana workmanship shall be as specified by the latest edition of A.C.I. Code and the A.C.I. Manual for Detailing Reinforced Concrete Structures, unless specific ally covered by this specification. CHEV BB 0000571 Specification E-516 Engineering Department July 28, 1950 Page ? of 2 4,2 ><here not otherwise shown, concrete coverage over the reinforcement shall be as follows: 11.21 Unformed sections below grade: 3 inch 11.22 Formed sections below grade: 2 inch U.23 Columns and beams above grade: 1-1/2 inch I4.2I4 Roof, floor and wall slabs: 1 inch t Ji.3 Closed type stirrups, 3/8 inch minimum round spaced at 18-inch centers shall be provided for all beams and joists with top steel where no stirrups are called for on the drav/ing. d.U Two longitudinal carrier bars, 3/8 inch round without hooks, shall be provided in the top corners of all concrete beams if there aie stirrups and no top steel shown on the drawing. h-5 Ends of non-continuous bars in beams and slabs are to terminate in standard hooks unless otherwise shown. h.6 Unless otherwise shown on drawings, all bar splices shall be lapped at least li5-bar diameters. 5.0 LURKING FOR SHIPMENT 5.1 Each bundle shall be tagged to show destination by name, address, and order number as shown on Purchase Order. 5.2 Each bundle of straight bars snail be tagged to show number of pieces, size, and length. 5.3 Each bundle of bent bars shall be tagged to show number of pieces and code number as shown on placement drawing. 5*8 All tagging shall be with cloth tags and waterproof ink or pressed metal. 6.0 INSPECTION .he COMPANY reserves the right to inspect all material before- shipment. 7.0 CHANGES If any changes required by the COMPANY affect the cost of the work, the SUPPLIER shall submit an estimate of the additional cost for COMPANY approval immediately upon receiving change order or revised drawings. CHEV BB 0000572 Spec i f icatiin_JIo-- E-6^0 Page l^of 3 SPECIFICATION NO. ,-?30 PLACING AND CURING CONCRETE 1-0 Placing 1.1 Concrete., s.ha.1.1 -be deposited as nearly as practicable in its final position to avoid segregation due t? rehandling or flowing. The concreting shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the spaces between the bars. No concrete that has partially hardened or has been contam- inated by foreign material shall be deposited cn the work, nor shall retempered concrete be used- Concrete shall not be deposited during rain unless adequately protected, and in any case, shall be protected from rain until it has hardened sufficiently so that it will not be damaged. * 1.2 Concrete shall be placed with properly constructed aprons or chutes extending down into the forms to control the flow of concrete and prevent segregation. The free fall of the concrete deposited into fonts shall be limited to six feet- Regardless of the type of transporting vehicle or placing equipment, concrete shall have the quality required when deposited in the forms. 1-3 When concreting is once started, it shall be carried on as a con tinuous operation until the placing of the panel or section is com pleted. The top surface shall be generally level. When construc tion joints are necessary they shall be made in accordance with Section 6. 1.4 All concrete shall be thoroughly compacted by suitable means during the operation of placing, and shall be thoroughly worked around the reinforcement and embedded fixtures, and into the corners of the forms. The compacting may be done by spading or rodding the con crete, tapping or hammering the forms when possible, or vibration; however, in no case shall the concrete be rodded or vibrated to such an extent that segregation takes place. 20 Curing Concrete shall be maintained in a moist condition for at least seven days after placement, except that for high-early strength concrete, moist curing shall be provided for at least the first three'days. 3-0 Forms 3-1 Forms shall conform to the shape, lines, and dimensions of the mem bers as called for on the plans, and shall be substantial, free from surface defects, and sufficiently tight to prevent leakage of mortar. They shall be properly braced or tied together so as to maintain po sition and shape- CHEV BB )000573 Specification Ho- E-Q50 Page 2 of 3 3-2 Contact surfaces of forms for exposed concrete shall be made up of surfaced limber or equivalent and shall be treated vith Standard Oil Company of California's "Diamond Form Oil- '' Soil and forms for unexposed concrete shall be thoroughly soaked with water be fore placing concrete- Forms shall be clean of any foreign ma terial and excess water before concrete is placed. 3-3 AH edges and corners of exposed concrete shall have a 1-inch chamfer- 3.4 Forms shall be removed in such a manner a3 to insure the complete safety of the structure. Ir. no case shall the supporting forms or shoring be removed until the members have acquired sufficient strength to support safely their weight and the load thereon- Side forms which do not resist dead load bending may be removed within a period of from two (2) to five (5) days as authorized by COMPANY. 0 Reinforcement h.l Metal reinforcement, at the time concrete is placed, shall be free from rust, scale, or other coatings that will destroy or reduce the bond- Bends for stirrups and ties shall be made around a pin hav ing a diameter not less thsn two times the minimum thickness of the. bar. Bends for other bars shall be made around a pin having a diam eter not less than six times the minimum thickness of the bar, ex cept that for bars larger than one inch, the pin shall be not less tiinn eight times the minimum thickness of the bar- All bars shall be bent cold- h-? Metal reinforcement shall be accurately placed in accordance with the plans and shall be adequately secured in position by concrete or metal chairs and spacers. Ties at intersections shall be made vith annealed wire. - d.3 In slabs, beams, end girders, splices of reinforcement at points cf maximum stress shall be avoided- Bar splices may be welded or must be lapped at least I3 ter diameters. 0 Concrete Protection for Reinforcement The metal reinforcement shall be protected by the thickness of concrete indicated on the plans* Where net otherwise sr.-'vn the thickness of con crete over the reinforcement chall be as follows: Where concrete is uepoeited against the ground without the use of forms, not less than 3"Where concrete is placed in forms and is to be exposed to weather or to be in contact with the- ground, not less than 2". In teams, girders, and columns not exposed to the ground or to the weather, not less than 1-1/2 inches. CHEV BB 0000574 Specification Ko. E-85O Page 3 of 3 In all cases the thichiess of concrete over the reinforcement shall be at least equal to the diameter of round bar3 and one and one-half times the side dimension of square bars* Exposed reinforcement bars intended for bonding with future extensions shall be protected from corrosion byconcrete or other adequate covering. 6-0 Construction Joints '6-1 Joints net 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 *hall be thoroughly cleaned and all laitance removed- In addition to the foregoing, vertical joints shall be thoroughly vetted but not saturated, and slushed with a coat of neat cement grout immediately before placing of new concrete. 6-2 At least two hours must elapse after depositing concrete in the columns or walls before depositing in beams, girders, or slabs supported thereon- Beams, girders, brackets, column capitals, and haunches shall be considered as part of the floor system and shall be placed monolithically therewith- 6-3 Construction joints in floors shall be located near the middle of the spans of slabs, beams, or girders, unless a beam intersects a g.irder at this point, in which case the joints in the girders shall be offset a distance equal to twice the width of the beam- In this last case provision shall be made for shear by use of inclined re inforcement- FA3-AMC February 9, 19!*-9- CHEV BB 0000575 SPBCIPICAIICH NO. 5-9^3 C0HG15TS BLOCK CONSTRUCTION (Hollow Unit Masonry) Specification E-9h3 Engineering Department September 28, 19S>1 Page 1 of 3 i.Q SCr.PE 1.1 This specification covers the materials to be used and the procedure to be followed in building Concrete Block Masonry Dalis. 1.2 '/here other specifications are referred to herein, the latest edition of such specifications is intended. 2.0 GENERAL 'CaXMANSHI? 2.1 The work of the masonry contractor shall be coordinated with that of the other trades. All openings and chases for heating, plumbing and electrical ducts, pipes and conduits shall be built into the masonry walls as shewn on the plans. Provision shall be made for installation of bolts, toggles, flashing, beans, anchors, hangers, nailing strips, wall plugs, and frames as required. 2.2 At the conclusion of the masonry work, contractor shall clean down all masonry -walls anJ remove all equipment, refuse and surplus material from the site. 3.0 : 11T~:1IALS 3.1 Hollow Load Bearing Masonry Units shall conform to A.S.T.M. Speci fication C-90 Grade B blocks except that units shall be made -with lightweight aggregates unless otherwise indicated on the drawings. 3.2 Hollow Mon-Load Bearing Concrete Masonry Units shall conform to A.S.T.M. Specification C-129 except that units shall be made with lightweight aggregates unless otherwise indicated on the drawings. 3.31 Materials used as ingredients in the mertar shall conform tc the specifications listed below: Portland cement: Type I or III A.S.T.M. Specification C-l90 Ouicklime for 'tructural Purposes: A.S.T.M. Specification C-$ Hydrated Lime fer Masonry Purposes: A.S.T.M. Specification C-207 Aggregates for Masonry Merger: A.S.T.M. Specification C-lUj 3.3? "aier shall be clean end free of deleterious amounts of acids, alkalies cr cr.-anic materials. CHEV BB 0000576 Specification E--9lt3 Engineering Department September 28, 1951 Page 2 of 3 3.33 No anti-freeze compound shall be used to lower the freezing point of the mortar. Admixtures shall not be used unless ' specifically called for by company specification or drawings. 3.U Concrete Concrete used for studs, bond beams, lintels, etc. shall be mixed and placed in accordance with Specifications E-850 and E-851. The minimum strength of the mix shall be 2000 p.s.i. at 28 days. The maximum aggregate size for bond beams and studs shall be l/2-in. Pre-cast units nay be used in place of cast in placing concrete for bond beams, lintels, and sills. . il.O LAYING OF BLOCKS li .1 Blocks Concrete masonry units shall be in a dry condition when delivered to the building site and shall be protected against wetting prior to laying in the wails. Special units shall be provided to form .bond beams, jambs, recess for joist, etc., so that proper bend will be maintained throughout the length of the wall. All blocks shall be neatly cut as required preferably by power -saw equipment. Clean out holes shall be cut at the bottom of each stud (refer to section 5.1). 11.2 Mixing of Hertar Unless otherwise noted the mortar mix for above-ground construction shall be type B as specified in Uniform Building Code. This mix consists of 1 part Portland cement, not more than l/2 Part hydrated lime or line putty, and lip parts aggregate, by volume. The mix shall develop a minimum compressive strength of 18C0 psi at 28 days. 11.3 Joints Mortar joints shall be 3/8 inches thick with full mortar coverage on vertical and horizontal face shells. Vertical joints shall be shoved tight. Exposed mortar joints shall be struck off flush with -.vail surface and when partially sot shall be compressed and compacted with a round jointing tool tc form a concave surface. Joints to be covered by olaster shall be struck flush v.lth the face of the wall. h.k Laying Out All masonry walls shall be true and plumb and built tc dimensions as indicated on the plans. The aV' shall be laid in straight uniform courses with each vertical joint aligned over the center of the unit below, c.ivir.r perfect alignment of vertical cells. A constant check on vertical spacing shall be maintained to assure that each course is level, all around the building. CHEV BB )000577 Specification E-9li3 Engineering Department September 28, 1991 Page 3 of 3 Ij.9 Intersecting'"an s Intersecting walls, partitions and block columns shall be -inter locked with the main wall to form masonry keys cr if nc-t interlocked shall be tied with l/h" round bent bars embedded in the mortar joint 16 inches cn centers. Ties stall be in the fern of a loop projecting at least one block thickness into each intersecting wall; h.6 Protection cf baser,xy All masonry shall be protected against, freezing for at least 2h hours after laying, rti;-'?QtC3-:NT 9.1 Studs Relief creed concrete studs shall be located as shown on the layout drawings. Studs shall always be located at each side of all Tfindows and doors and at all corners. A U-in. x h-in. cleanout hole shall be cut from the interior side of the block at the foot of each stud, and all loose mortar rodded down arid removed. Studs shall be poured in such a manner as to insure a continuous column free from voids. Pieces cut cut for these cleanout holes shall be carefully replaced -ith mortar joints vherever a finished interior wall is to be exposed. Unless shown otherwise cn the drawing, reinforcing of studs shall be 1/2 0 bars lapping foundation bowels 2-ft. and hooked 6-in. into the bond bean at the tor. . Foundation dowels shall be l/2 0 lawft. long and shall be placed ;sc that they will align with the center of the poured concrete stud s and shall project 2-ft. above foundation. 5.2 Bond Beams Reinforced concrete bend beams shall be installed as shown on the layout drawings. Cells of courses below concrete bond beam units and cells be lev: those to receive an:hor bolts shall be filled with sacking cr similar material of sufficient strength to prevgnt concrete from dropping into cells cr wire screen cloth may be placed along top of block before concrete is rcured. Unless otherwise noted, reinforcing bars fer bond beams shall consist 2-3/8 bars lapped hB dia. when a splice is re-uirob. GPESIFICATJO-i KO. --393 ,L FABRICATION Specification No.yi-393 February 27; 19>0* Page 1 of 4 1.0 u~.NBP.AL 1.1 This specification co\rers the detailing, furnishing of material, fabricatin', narking and crating (if necessary) for shipment of fabricated steel and manufactured items called for on COMPANY cravings an'3, purchase order. 1.2 ''here other specifications ars referred, to herein, the latest edition of suck specifications is intended. 1.3 FABRICATOR shall, at the option of COMPANY, correct or assume the cost of correcting, any errors in detailing and fabricating work performed by him, which prevent accurate field fit-up. 2,1 FABRICATOR shall prepare complete shop detail and erection drawings and 3ha11 furnish three copies of each drawing to COMPANY. Unless otherwise specified on purchase order, approval of these drawings by OOifPAiuT prior to starting fabrication will not be required-, 2.-2 Unless otherwise stated on purchase order, FABRICATOR shall fumi3h in addition to the primus above, three complete 3ets of all detail sheets 'in1 erection diagrams. The3e prints shall accompany the steel to the job site, and y: hall be adequately packaged to arrive in good condition. COMPAQ'S approval of FABRICATOR'S drawings shall be for general arrangement only a: d shall not relieve the FABRICATOR of entire responsibility for correctness of'details and dimensions. r.O 3.1 <:rr rv6 s tht: ri7h"L to inspect all material before ship- ..if., u Unless otherwise noted on purchase order, the supplier shall n?tifv the CO.'ji'Airr at least fi ve days prior tc shipping so that arrangement can for inspection. 4.: 4,1 If c-iv change;' re -v tat CC-NAM.' affect the coot of the work, the FABRICATOR sk all sohmic an estimate of tnc additional cost for COMPANY approval im vdint.?lv nr.cn receiving change order or revised drawings. If res;v.cst for nilitionnl compensation is r.ot received by COMPANY vd thin ten (1G) days after issuance of a change order or revised d. raw lags, CGKFANY shall conclude that no change in the contract price cf the work is required by such change. CHEV BB 0000579 Specification No. -398 February 27, 1950 Rage 2 of 4 C J 0 ,'LATER] \L3 5.1 All steel shapes and plate shall conform to ASTM Specification A7 except that no acid-le-ssemer steel is acceptable. Sizes and weights of members shall he not less than those shown on drawings and any substitutions shall be approved by COMPANY. 5.2 Electrodes for welding shall conform to A3TH Specification A233, Series SfeQ electrodes, and shall be suitable for the positions and other conditions of intended use. 5.3 Rivets shall conform to AiTM Specification A141. 6.0 FABRICATION 6.1 Fabrication shall conform to the AI3C Specification for the Design, Fabrication and Erection of Structural Steel for Buildings., 6.2 Welding shall conform to the AMS Standard Code for Arc and Gas Welding in Building Construction, unless otherwise noted, 6.3 All shop and field connections 3hall be as shown on the drawings. If connections are not indicated or detailed on the drawings, shop connections may be welded or riveted unless otherwise noted; field connections shall be bolted unless otherwise noted. All required bolt holes shall be shop punched. Connections which are not shown on the cravings shall be adequate to develop the full strength of the member connected if welded; if the connection is riveted or bolted it shall be designed for a joint efficiency of not less than 65*. 6.4 Shop assembly shall be as complete as possible, consistent with the feasibility and economy of handling and shipping the assembled units, in order to reduce field connections to a minimum. If any steel section or assembly is too long for shipment and no field joints are show., provision shall be made for field joints of adequate strength. FABRICATOR shall furnish field erection clips and bolts (plus 10 per cent, extra) required for field erection. FABRICATOR shall place ail angles and clips and provide all holes necessary for bolted field erection or for fit-up prior to v/eldir.p where welded field connec tions are called for. In the case of ladders and platforms for columns or other vessels the purchase order or craving will indicate ..'hether the piatfom and ladder supporting clips are to be supplied by the vessel supplier or by the platform FABRICATOR. If the latter is specified, these clips shall be fabricated and bolted to the proper members before shipment. CHEVBB 0000580 Specification No. E-3P3 February 27, 1950 Page 3 of *+ 6.6 Platforms: Where toebcards are called for cn the drawings, they shall extend all around the platform including the edge of platforms adjacent to columns and vessels, and shall be'omitted only at pass ages and ladders. All platform plating 6hall be securely welded to frame members ex cept where plating is shown removable, in which case it shall be bolted to frame members with 3/8-in. countersunk flat head bolts. Platform grating, unless otherwise shown on the drawings, shall be anchored by anchor clips furnished by grating supplier. 6.7 All hinged drop platforms shall be shop-welded in integral units, and the hinged connection to the corresponding fixed platform section shall be assembled in the shop to obtain accurate fit. Corresponding platforms shall he natch-marked,, and the marks indi cated on the erection drawings. The counterweight mechanism shall likewise he shop assembled and match-marked. 6.8 * Handrails shall be assembled and attached to platforms if it is possible to make shipment of the assembled section. In any event, all straight handrails shall-he shop-assembled-^and shipped in sections .with provision for field joints between sections. 6.9 Ladders and hoop guards shall he assembled and shipped as complete units ready to be bolted to the vessels in the field. Any ladders that cannot he shipped in one piece because of excessive length,' shall be shipped in sections; each section assembled and so fabri cated that it can be bolted to the other sections in the field. 6.10 Exposed corners, edges, burrs or rough spots on handrails, guards etc. which might cause injury to personnel using the assembled structure shall be ground or filed smooth. 7.0 WINDOWS AKD DOORS 7.1 Unless otherwise shewn on the drawings, steel sash shall be indus trial type of standard sash dimensions as shown; sash shall have steel frame of solid rolled sections, vented as shewn cn the drawings. 7.2 Unless otherwise indicated on the drawings sash shall be provided with standard cam handle and stay bar hardware and shall be fur nished complete with ccpper plated steel spring glazing clips. Sufficient standard clips, and 3/S-inch bolts shall be. provided to clip the sash to the pick-up angles at 18-inch intervals or less. CHEV BB )000581 Specification No.. -398 February 27,-1950 Page u of U 7.3 All steel doors shall be of the size, type, appearance and swing as inaicated on the or&wing. Unless otherwise shown, the upper panel of each door snail have a solid rolled steel 3ash section built as an integral part of the door; the lower panel of each aoor shall be not less than 18-gauge steel welded to rails and stiles and reinx'orced where necessary to provide rigid construction. 7.h Unless otherwise indicated on the crawings, all steel doors shall be provided with the following hardware: Each swing leaf shall be equipped with heavy steel hinges and one lever latch. 'iVhere hung in pairs, the inactive leaf shall be pro vided with top and bottom bolts. Sliding doors shall be hung from double trolleys and shall be pro vided with guides, handles, stops and hasp staples. Doors shall be adequately reinforced at all points where hardware is attached. e.o p*iniing .8.1 All material except grating shall be given one shop coat of zinc chromate paint conforming to Navy Specification 52-F-18. Grating shall be given one coat of black paint unless otherwise noted on tne drawings. 3.2 Immediately before painting, all material shall be thoroughly cleaned of rust, grease, scale, and dirt by sandblasting or pickling unless the drawings or purchase order state that -.virebrushing is acceptable. 6.3 Parts not in contact but inaccessible after assembling, and surfaces inaccessible for painting after erection shall be given two coats of above paint. 6.U No material snail be shipped until snop coat of paint is thoroughly cry. 9.< MARKING FG~: ERECTION ANT .-daSE-slY FOR WHIPPING 9*1 all fabricated sections shall be match-marked for field assembly with designating numbers or letters corresponding to the field erection drawings. 9.2 All steel sash, doors, small pieces, bolts,- etc., shall be suitably crated or bundles and adequately marked for shipment. 9.3 nil mat king shall be done with waterproof ink. All tagging shall be with clots, tags arc; waterproof ink or pressed metal. CHEV BB 0000582 MANUFACTURING DEPART!'ENT engineering SPECIFICATION 57 BUILT-U? ROOFING SMOOTH TCP ASBESTOS 2-1-50 Page 1 of I*' i.O SCOPE This Specification covers the materials to he used and the method in which they shall he applied in the construction of built-up snooth top asbestos roofing. Complete data are given for roofing laid on concrete or gypBum, wood and stoel decks. Drawing Ho. 2 attached is part of, and complementary to, this Specification. 2.0 MATERIALS Approx. Quantities Required per Square for Various Types of Roof Decks. 2.1 Roofing Concrete or Gypsum *Primer, Standard Petrolastic Primer 1 gal. Aaphalt, Petrolastic #165 0# fcelt, 15$ Asphalt saturated asbestos 60# Felt, b5# Aaphalt saturated asbestos Felt, 15# Asphalt saturated rag Nails, 7/S" x 11 ga., 5/8" dia. hea'd, galv. barbed. Tinned Caps, l"-lt" dia. Manufacturers Asbestos Roof Coating 2 gal. Special (S.O. Co.) Wood 75# J+5# 1+5# 1-|# 1-1/3# 2 gal. Steel 1 gal. 150#. 60# 15#' 2 gal. *2 coats on gypsum, use ! gals, total 2.2 Flashing Quantity Required per 100 Lineal Feet- Plastic Cement (S.O. Co. or equal) 38# Asbestos Ease Felt (l6" wide) 15# Asbestos felt (V vide) Asphalt, Petrolastic #165 Kails, 1" roofing, specify for concrete if so used. Manufacturers Asbestos Roof Coating Special (S.O. Co.) 35# 1-3A# 1 gal. 3.0 ROOFING APPLICATION 3-1 Preparatory Work. F.ccf decks ehall be clean, smooth and dry; free of unnecessary holes, depressions, projections, and properly graded to gutters and drains. All functions cf roof deck and vertical surfaces shall be provided with cant strips, coves or crickets. 3.2 Concrete, or.Gypsum Dsck 3.21 Primer, Prime entire concrete deck and extend primer up masonry vails 8" above top edge of cant atrip. Allow priming coat to dry thoroughly before laying any roofing. CHEV BB 0000583 Wi!U?ACTUKn:G BSPARTI'jiNT EKGIKE5RIS0 SPECIFICATION $7 2-1-50 BUILT-UP POOFII.Tr SM00TE TOP ASBESTOS Page 2 of i> 3.22 Folt-m Lay four pllse of 15# asphalt Eaturated asbestos felts, the first felt to be c-pot mopped. to the deck arid the other pliee solid mopped to it and each ether. The felts shall te.laid shingle fashion with a 27a'' lap (6^" Exp.) for 36" felts or 24y" for 32" f9lts on the sides and 6" on the ends. Break all end joints 3'- If deck permits, blind nail second and tliird plies 3/4" from back edge on 6" centers. In laying roof, start at low point and lay all plies at right angles to slope of roof providing the slope does not exceed 3" in 12"; should it be in excess to this, lay the'felts parallel to the slope. All nailing is to be done through' tinned caps. Extend all roofing felts 1" to 4" up vertical valla feather fashion and mop solid to vail and each other. Beinforce all gutters and valleys with an extra ply of 45# asbestos felt laid full width and mopped solid. Spot mopping shall cover about one-half of deck using 10-15 pounds of asphalt per square. On solid mopping use not less than 25 pounds of asphalt per square. The application temperature of the asphalt shall te between 350-400F and at no time shall the kettle temperature exceed 450?. In applying the roofing, all felts shall be rolled into the hot asphalt, brooming shall follow immediately behind the laying. In no case shall the application of the asphalt precede the felt laying by mere than 3 to 5 feet. Flopping of felts not permitted. 3.23 Hoof Coating. Coat the entire surface with Manufacturers Asbestos Boof Coating Special (S.O. Co.) applied at the rare of two gallons rer square. 3- 51 Felts. Lay one base ply of 45# asphalt saturated asbestos felt. Lap 2". ell around and nail 6" G.C. through laps and 15" O.C. staggered through the center cf the sheet. Lay 3 plies of 15# asphalt saturated asbesuos felts solid mopped to uhe base felt and to oach other. Blind nail 6" O.C. along back edge. I.ap sheets 25" on sides (11" Exp.) for 3c" felts or 22" for 32" felts and 6" on ends. Break all end joints 3'. All nailing shall be through tinned caps. Application cf asphalt and orientation of felts shall be the same as described under concroue decks (part 3*22). This includes reinforce ment of gutters and valleys. CHEV BB 0000584 manufacturing EEPABTMSNT ENGINEERING SPECIFICATION 57 2-1-50 BUILT-UP ROOFING SMOOTH TOP ASBESTOS Page 3 of 4 3.32 Roof Coating. Sams as for concrete decks (part 3.23). 3.4 Steel Decks . 3.41 Primer. Prime steel deck and allow to dry thoroughly before applying roofing. ft 3.42 Vapor Barrier. Solid cop to deck one ply of 15# asphalt saturated rag felt using 25# of asphalt per equexe and lapping sheets 6" all around. At vertical vails turn up sheets 6" but do not nop to vail. i 3.43 Insulation. Apply ( ) layer of (' ) thick insulation. Hop the insulation solid to' the base felt using not less than 2.5# of asphalt per square. Slip the sheets of insulation into the asphalt so that some of the asphalt is squeezed up between the sheets. Where the insulation Joins vertical veils turn down and mop solid to the insulation the up turned flap of the vapor barrier felt. Seal insulation at ridges, eaves and vertical Joints vith 12" vide strips of 15# saturated rag* felt mopped solid to base felt and bottom of insulation and then turned over edge of insulation and mopped solid to the top of the insulation. Insulation shall be laid vith end Joints staggered, and vfcen more ; than one layer of Insulation is laid, break all Joints. 3.44 Felts. Lay four plies of 15ff-asphalt saturated asbestos felts per the procedures described for concrete decks (part 3*22) with the ex ception that the first ply shall be solid mopped instead of spot mopped to the insulation. 3.45 Roof Coating. Same as for concrete decks (part 3.23). 3.46 Unfinished Roofing. Glaze vith hot asphalt all unfinished roofing to be exposed to weather ever night. L.O FLASEZKG 4.1 General. The flashing system described below (part 4.2) shall be used on smooth topped asbestos roefs laid on concrete or gypsum, wood, and steel decks. 4.2 Procedure. Solid nop to vertical veil ar.d roof one ply of 38#.asbestos bace flashing extending beyond edges of cant strip 6" up the vertical vail and 4" on to the roof. Nall top edge to wall using auitable nails 4" O.C. (max.). Lap ends 4", mop solid and nail vertically 4" O.C. Cover vertical Beams with a 1/6" layer of plastic flashing cement 5" vide and embed a 4" wide strip of 15# asbeetos felt. Over this apply a second 1/8" x 5" layer of cement and trowel to a feather edge. Similarly treat the horizontal Joint on the vertical well. CHEV BB >000585 MANUFACTURING DEPARTMENT SK&IHEEPJgQ SPECIFICATION 57 2-1-50 BUILT-UP ROOFING SMOOTH TOP ASBESTOS Pagekof4h Where tho taee flashing extends onto the roof, cover the edge with ah" vide strip, of asbestos felt solid mopped cn with asphalt and then mopped over with asphalt. Coat all flashing with Manufacturers Ashestcs Roof Coating Special (S.O. Co.) at rate oi' tvo gallons per square. 5.0 VEST FIPS FLASHING, C-RAVEL STOPS, ETC. Install all vent pipe flashing, gravel stops, ar.d other roof fixtures over the first ply of roofing felt and mop solid to. It. On wood decks also nail around edges h" O.C. After attaching fixtures tc roof, seal all edges with a h" vide strip of 15$ asbestos felt mopped solid with asphalt. In addition, around vent pipes apply a reinforcing collar of Ip# esbeotos felt cut to fit pipe smoothly and extending 6" onto the roof beyond the fixture edge. Mop this collar solid to fixture and base felts. Cn vent pipes, after installing reinforcing collar, build up with plastic reef cement a cant at junction of collar with roof. Lay balance of roofing plies ever the reinforcing in the usual manner. A.ttach: Drawing No. 2 - Application Details for Smooth Top Asbestos Built-Up Roofing per Specification 57 CHEV BB 0000586 CHEV BB 0000587 APPLICATION DRAWING NO. 2 . DETAILS FOR SMOOTH TOP ASBESTOS BUILT-UP. ROOFING PER SPECIFICATION 57