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12825 SW PACIFIC HIGHWAY-2 DRAWING INDEX SE=T DRAWING NUMBER DESCRIPTION OF TOLE SHEET 1 BP-S1 SZ S3 STANDARD SPECIFICATIGN 3 SURVEY I SITE PLAN 1 J�• ' OG I I U 3 S PLOT PLAN 1 S 4 •'1 t L Z_ _ SAt.ES BUILDING i z4- 4. SUPPORT BUILDIN i 4- BAY FACILITY 4 BAY FACILITY SUPPORT 4 .-j 2 rJ L'r' �. CAR WASH 4 1 <, CAR WASH SUPPORT BUILDING REIMAGE F CANOPY REIMAGE 7l•14 '",IZ.-'..� CANOPY 2 I 7. 'i 3. ,: ; CANOPY ELECTRICAL 1 7.RI EXISTING ILLUM FASCIA ONLY . 10 ELECTRICAL 1 10 RI REIMAGE LIGHTING r 11-IL I & II SPREADERS 11-IL Ilm 8 III SHORT MONCOLUMNS 11 IL IV FULL MONOCOLUMNS 1 31 FIRE SUPPRESSION SYSTEM 1 13-REL RETROFIT (Dispenser &or Tanks k. 13 R-G DISPENSERS-GILBARCO t 13-R-W DISPENSERS WAYNE 15-R TANK 8 LINE ; 15 R DWPT DOUBLE WALL TANKS 8 PIPE 4 15 SF R SOUTH FLORIDA TANK & LINE 15 R SWT SINGLE WALL TANKS i 15 R-DWT DOUBLE WALL TANKS 1 15-SC SECONDARY CONTAINMENT LINES 1 15-RD RELEASE DETECTION 1 1 G,-S2VR-u ! STAGE II VAPOR RECOVERY-G 1 1,`i-S2VR-.* STAGE II VAPOR RECOVERY-W 1 h 16 YARD 8 DRIVE 1 16 SD SEWER DETAIL t 6P All-It, t 7 do-I-4 BtJrLDING GRAPHICS 1 1 TBP24-C 24 CANOPY LETTERS 1 '► 17 BP-31-C31 ' CANOPY LETTERS 1 r 17 DG DISPENSER GRAPHICS 1 17 SIGNS 2 19S RETAINING WALL - SURCHARGE 1 19-NS RETAINING WALL - NO SURCHARGE 1 19 SHORT RETAINING WALL 1 30 L Z-5/6 LANDSCAPING 2 30 L Z-6,7,8 LANDSCAPING 2 30-S Z 8.9,10 LANDSCAPING 2 30-L WC-Z-8,9,10 LANDSCAPING WEST COA 5T 2 BP OIL COMPANY RETAIL_ MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND. OHIO 44114 P //0-P-IFILF- CC- ERMIT PLANS CITY OF TIGARD OCT 17 11889 Approved..................................... .................... 1 Conditionally Approved .......................................... ---- - For only the y,,,r, :"' ad PERMIT NO. -. �r.P.. See letter to:F(- co . ... ......................................... Attcch...................................... ..... ... I f�/� CIF ) C �' W 1�1 L N ]. Job Acidtesa� ��Z-S_��43. V90 DWG. NO. r7 7 f f `► a � _ REV.: TUALATIN VALLEY F.RE MARSHAL OFFICE SCALE MADE '— APPROVED . . . . . . . . . . . I:I DATE CHECKED BY CONDITIOINAI_LY APPROVED k REVISIONS DATE IDWN CKD APPRnVAL CSF PLA S IS NOT AN APPROVAL OF OMISSIONS OR( SIGHTS. SEE fir r,4 -I . ETrER . . . . . . . . . . . C PERMIT N0 . EUP910074 n 1 OF 51 r'LA!vs Fxn N R ATfj �� - ply! l I I ( I I `�jl I L I I I t I •I 1 1 1 1 1 1 i I ` I!I I I!I r I I!I I R I'�I (11 III I Ill�r 11 t 1 1 1 1 i -r • I � I NOTE: IF THIS MICROFILMED ( 2 `3 4 5 6 7 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. -- - --- AE 8Z 9Z LZ 9Z SZ bZ EZ ZZ 12 OZ 81 81 LI 91 SI b _l EI ZI II 01 89 L 9 1°'••*' - � �NIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIt�111111111�1i1111111�11111Utiltllti1111111lr�11rh1111111111111N1I1l1nilun�11�1111n1n111u1i111ulullll111111111in111n1111111u11lIIIIInILIllnllulllnnlllnlll11111�11u11111111111�n11uullulhwlHWnullulllltulllllhlullnllllnllwhll) - - __ - - __ - - 0 - _ = - - - - - _ - - - - _ - - - - - - - - - - --q I u► #40#4", -- __ , __- I >, 1 .03 EXCAVAT-IQr{ B. in the a+ant that solid rock over one cubic yard in volume or other G Electrical conduits shall be laid on d 4" compacted bedding of clean 1.04 WIM.11TALS materials nut indicated on the Boll report are encountered. extra sand the sand backfill shall envelop ail conduits and continue to EARTHWORK A. In perfurmtng the excavat'on, the Contractor shell aceto sufftctent cost for this excavation will be allowed after written approval by • depth of 4" above the top of conduits. VolAs between conduits art OB LLL PU15 A. Sequence of [nitallatton: Submit a proposed method and sequence of clean earth for all backfilling or grading. the Owner, Extra cost will bein accordance with unit prices quoted •cut permitted Clean earth may be substituted for Sand when the installing reinforced concrete for caviar before deltvtrinq any in bid with quantities to be approved by the Owner. Where trench contains only one conduit. PART 1 - UflL8h wateriel to the Jabsite Prepare sequence to avoid delay of, I ill QENER4L 8. fxcavatlons for foundations shall be carried to depth shown on installing pipe or conduit, excavate or remove rock to 6 inches I and damage work of other tri ' . drarings or deeper, 1f necessary, to attain proper sail bearing below reyulred elevation. Backfill with crushed stout or gravel p compressed air and potable water piping shall be laid on a 4" 1 .01 WLE011211 Qf.A M: A ProviCe shoring, barriers and railings as required by ear or value. Deeper foundations shall be approved 1n rrtting by the Owner compacted bedding of clean sand the sand backfill shall continue 8. Shop Drarings: Include procedures fur concrtta placement, dlagraws, regulations for the protection o/ employees, the public and adjacent and shall conform to all governing codes. to • depth of 4" above the top of the Piet. A. Work Included: fabrication and placement of temporary steel casing schtdults, and Complete details o/ reinforcement. Do not begin property 1.05 DAQKULLItl� for dr111td plu s. Temporary steel casings shall be used If operations before drarinq review Dy the Owner. C. Prott.t ezcavattons from the accueulatton of surface rater Provide I. S war ptpinq shall be laid and continuously supported on a 6" required by soil conditions at the s1tt. Na extra charge shall Dt B. Close open ends of abandoned underground utilities rhich art for deratertnq of exca w tions. Allow txcavattons to dry to optimum A. Arias under paving and buildings shall be rolled with a cheeps-foot compacted bidding of gravel or crushed stone of which 10(1Z rill pass paid by the Owner for use of casings. indlcateA to remain in piaci. Provide sufftctently strong closures moisture content before concrttt cork or backfill is commenced. roller for sails contalntnq clay or silt (t.e. ' cohtslve soils), through a I!2 inch stew►. The beddlnq shall be shaped for clearance PART_Z___PlT5 to withstand r,y hydrostatic or earth pressure rhich may result Refer to Section 1 .05. and with either a 3-wheel 10-ton vibratory roller or 7-ton tractor o/ all joints and fittings, tamped 1n place• and graAed evenly to 8. Work of Other Stctlons: after ends of abandoned utllltles have barn closed. for sand and gr.-..al soils (i.e. coheslonless soils). Fill with insure uniform bearing for the full length of the Piet. No piping 1. Earthwork 2.01 MATERIALS: D. Excavations for piping shall conform to limits, depths inn materials cohtslve soils shall he compactetl to a density equal to 95Z of shall be supported by blocks, planks, or mounds of beddlnq muttrtal. 1. concrttt C. Properly barricade, protect and maintain any open trench or trmtntd by ASTM 0698. F111 with A. Teeporary Steel Gsings Gsings shall be of sufftctent strength t0 excavation to prevent accidental or unauthe,rized entrance. cohrslonless calls shall br compacted to a drnslty equal to 65Z of Backfill only after piping and appurtenances have been Inipecttd, withstand handling stresses due t0 concrete, weer, earth, and E. Shitting, snoring, or Draclnq at any open trench shall he provided relative density as dtttrmtntd by ASTM D2019. ttsttd and approved. Backfill around the pipe to a depth of 12• 1.02 QUKITY ASSURANCE: surcharge pressures. Diameter of casing 1n rtlatlon to dtametsr of D. Referenced Publtcattons Dy the Contractor. Hr shall submit such design to the Ovntr staled above the top of the pipe. Use gravel or crushed stout of rhich excavatlan shall be such that void space outside casing in minimized. by a Registered Englnaar. Field density for coheslvt soils shall be deter>rtned by the sand 1002 rill Dass through a 1/2 inch sieve in layers not excerding 6" A. Examinatton of Stte: Examine the site, the dravtngs> records of ASTM OG98 Moisture-Density relations of soils using 5.5-1b cant methal (ASTM D1556). Conversely, the field density for thickness, taking cart not to distu►b the Piet or injury any pipe existing utilities and construction, the subsurface exploration B. Reinforced Concrete: Comply with Concrete Specifications. rammer and 12-tn dr1p. F. In cut arras Iacocca u�dtr pavement and foundations, contractor cohtsionless soli: coatir,g. reports prepared by the soil testing laboratory and the loll tamplts shall scarify existing soil to a minimum depth of 4 i,Lchts and then (ASTM 02167). t0 drttrmtnr all conditions under rhich the caissons rill Dt ASTM D155b Density of soil in F1ace by the sand-cone method. recompact as backfill per Section 1.05. Place backfill from 1?' above pipe 1n layers not exceeding B` in insta'led. PARI 3-_FXEL1111 The Owner may employ an independent testing laboratory to make any depth. Backfill material shall ht tri• of stouts larger than 3 ASTM D.0/� Relative density of cohesionless soils. G. Contractor shall repave extsttnq topsoil (roe area to receive pavinq test or inspection to show compliance with these speclflcations. If inches to diameter, non-corrosive and non-organlc 1n nature. B. Bottom Elevations of Piers: Construct piers to the botiim •ltvattun 3.01 "ILTIQN: and toundatlon ruck unless these areas are Indicated to receive +are such special testing reveals a failure of the Work to comply with Material shall be c,ranular and axcludr all cinders, building establlshtd by the Orntr on the lite. aSTM 0216) Density of sots 1 . place by the rubber-balloon method. than 3 feet of fill. In no case shall the Contractor use untreeteC the requirements of the Contract Documents, then the Contractor materials, waste and rubbish. Oo not use frt,[tn or stmt-frozen A. Examine suhstratts, adjolnlny construction, and condtttuns under or stabilized topsoil as compacted subgrade m terial under paving or shall bear ell costs thertot. Othtrwtse the Owner shall bear such backfill mrattrlal . C,. Codes and S'.;rrlardt: Comply with the rsquirerrif, of the 'Build'.,g which the work 1s to br lnxtalled. Co not pipe Nd rlth the cork foundation structures unless specifically approved by the Owner. cnsts. Codi Rtqulrtae^ts for Reinforced Concrete" (ACI 318). until unsatisfactory conditions dttrtmental to the proper and t)mely i 011 cape areas. J. Tht Contractor Chari remove all debits Pram landscape arras to a coapletfon of the Mork have Dten corrtcttd. Appropriate call conservation mitasures shall be taken. B. Before compaction, moisten or aerate each layer of backfill as depth of ivo tett and thin backfill wlch clean soil . These arras D. Methoes Use equipment of adequate capacity end provide methoAs A. Site shall he cleared of any improvements or obstructions within the necessary to provide opttmium maliture Content. shall be Dackfill�d to wn 6 inches of grade. YTlitrt curbs exist, approved by the Owner for pier construction procedures. Employ only entire red to be developed or as shown on 'he drarings. For h. If to the opinion of the Owner• unsatisfactory soil materials exist backfill to 6 inches below top of curb. labor and supervisory personnti rxptrlrncrd In this type of work. 3.U2 EXCAVA:is�;: example, foundations shall be removed to a minimum of three feet on the site, the Contractor shall remove such materials atter C. No tinders, ashes, organlc totter, or rubbish will be permitted. below grade the site shall also be grubbed free of all sod, roots, rrltten approval frow the Owner. The Contractor shall replace these Fill shall be placed In layers not more than B inches to loose depth. landscaping work shall be performed Dy others. It includes E. Protection: Th• Contractor shall provldt a protective c►qe or A. Machine-Lug Sections: or any other similar materials. frees up to 14" diameter shall be unsatisfactory soils rlth an approved structural fill. backfllltnq landscape arras to grade with 6 tnthts of topsoil . rasing for inspection and tatting of all piers and to pr,)tect grubted to a minimum of two feet below grade; trees erceedtnq 24" 0. Backfill for underground storage tanks is speclfttd on the tank workmen during nand rrcavatlon or other operations rrquiving entry I . Pier rxcavatlons may be done with rotary rigs. Use temporary diaeter shall be ruhbed to a minimum of three fret below gWING : e installation drarinq. into shalt. Holes shall bcourted and protected, itch r,a;tnq in sett) casings, tf necessary, to prtvtnt taut-fn of sot) and t0 �1 mgrade. 1 .04 SQ1.L TEST All trash anA debris shall De renewed from the site prior to placing 1 ,06 QRADIK: Platt, chile tests are being mae casings by an any fill , concrete or paving. A. If condltlons warrant, the Owner rill have call test bortngs and E. Contractor shall not backfill trfnches until all testing roqutred by apDrovrd method to the 1 w el of the txcavattons. - soll report prepared. Copy of bortngs and pertinent information applicable codes `s conducted and approved. A. Uniformly compact back+ill and grade arras to indicate slope with a F. Document Precedence: In Last of conflict betvren contrast documents 8 The Contractor is responsible for locating all unAergrdund plumbing from the report would be included anA made a part of these tolerance of I+" inch above or below required elevation. including Architectural Drawings, Structural Drawings arca 2. Withdraw casings of shaft that is filled with concrete Casing or electrical lines. Cooperate with utility companies to maintain ni vent lines shall be laid and continuously Specifications, the Contractor shall notify the O,,er prior to should De rrtrlrved at a uniform rate and with a controlled utility lines in Continuous operation. No disruption of utility lnformatlon. No addltlonal compensation rill be considered for supported on a 6" compacted bedding of clean sand. Mo ptpinq sha!1 submitting proposal . In cast of conflict bttreen the Structural (arra. Maintain a minimum of 5 ft. ofcon fired aJxwr tAe services shall be alloyed without Owner and Utility Company approval excavation of any cks or planks. Trenches shall be backfilled 1 .07 PRQIECIIQN: Orartngs and Specifications. Structural Drawings shall govern. bottom of the casing as tt is extracted. in the soil boring. completely to the underside of pavinq rtth clean sand. Backfill Any existing utility services or underground lines exposed by shall be compacted Dy tranual or power tamping to obtain the required A. Protect newly graded arras from traffic and troston. Repair, excavation or gratlirg shall be protected and the proper utility compaction. Refer to piping detail nn the tank Installation drawing. regrade and recoepact grades fn settled, eroded and rutted arras to 1.03 106 CONDITIONSS: company notlfiel spocifiad tolerance. A Concraltd Subsurface Condttlons: Vartatlons with conditions shown D. Demolish anA completely repave cram m e s to any extsttnq on the soli report shall De adjusted as described 1n the General underground utilities which are indicated to he removed. Coordinate Conditions and Section 1.04 of the Earthwork Specifications. with utility companies for shut-off of services if lines are active. 593G/l 593G/2 1.1)3G/3 593G/4 I 593G/5 S93G/6 06/07/89 06/U7l89 Ut/07/89 06/07/89 06/07/89 06/07/89 - -• B. Ercavatlons for Pi3. Welded .ire fabric shall conform to ASTM A185. It shall ti 1 . The concretii shall be tarried on at such a rate that the 1.04 E.QB! RK: B. Foundation depths shall be incr,ased if required by frost IIne aMCRLTE 6 x - H?.9 x W2.9 unless speclfleC otherwise on the drartngs. concrete is a sll times Dlastic and flocs readily into the conditions or local caAes Any additional depth requirements shall I . Drill holes straight and true at the locations and to depths spaces between the bars. No concrete that has partially A. Forms for all contact faces shall be dressed lumber or manufactured br approved Dy the (Txner before pouring. shown. Actual location of the piers shall not deviate from the 1 .01 MAI ERIAL$. F Non-Metallic Nan-Shrink Grout: Pre-mixed, non-metallic, hardrneA or been contaminated by foreign Y trrtals shall bt forms. They shall tonfo n to the sheet, 11nrs and dlmrenslons of the lncatidn shown by more than the tolerances hereinafter speclffod. non-stai,itnq product containlnq selected silica sands, ASTM CI50 deposited to tM structure, nor Shall retNptred Concrete be C member as specified on the drawings. . Th! toe of foundations shall be poured rlthln = I/4• of the A. Cement: Type i Dortland cement, and shrinkage cumpensattng agents. used. elevation shown on the drartngs. Irhnn concrete is placed directly against the e>ravatlon, do not Acceptable grouts are Embeco by Master Builders and Five Star Grout B. Forms shall be substantial and sufficient',, tight to prevent leak;. allot the hole to div out. If necessary, re-dampen the earls of 1. An approved standard brand Portland Cement confarminq to ASTM by U.S. Grout Corp. 3 Once concrete work has begun, 9t shall be carried on as a Thty shall be properly braced or tied tog4thrr to maintain position 0. Anchor Bolts: continuous operation until the placing of the panel or section and shape. the excavation without allowing water to collect at the bottom. Cl'�0. Type I normal strength or type 111 high early strength. 1 . The tolerance for horizontal all rsmtnt of anchor bolts shall be Place all concrete the same day as holes are excavated. is completed• C. Prior to pouring the concrete, all debris shall be removed from the i i/8"• g 2. Air•entraining cement shall be an approved standard brand Type 1.02 �DF,$IGN: Prior and the faros shall be ret dors. No Concrete shall br IA Portland Cement rhich conforms to ASTM C150. 4. All concrete shall De thoroughly consolidated by suitable means 03 AI10 MINT TQLLRAKCES A. The mtnimwm 28-day compresslvt strength of concrete shall br 1,Od0 during placement, and shall be thorougAly rorkrd around the poured 1f the subgrade has rater standing or is muddy. 2. The tolerance for vrrN cal altgrwnt of anchor bolts shall b A. Location: The maximum allowahlc, variation of the center of the top B. Admixtures: psi. No less than 6 bags (564 pounds) of cement shall be used 1n rrinforremtnt and imbedded fixtures and into the corners of the t !!8' out of plumb. each rubic yard of concrete. Tht maximum rater Cement ratio shall forms. 0. Forms shall bt remsovtd to such a Ynntr as to rnsurt the compltt• safety of the structuir. Mlhert the structure as a irholr is E. Drilled Piers: of any pier for the required locetlons, shall be four percent of the 1. Air-entrelnlnq admixtures shall conf�n to AS1T1 C26G. not exceed 0.44 (5 gallons/bag of cement). adequately supported, the forms Y y bt removed after 24 hours shaft diameter or 2 inches, wnlchever is less. The shaft shall not D. Cold Mtather Requirements: Follow rsqulrtmsnts of ACI 303 and the be out of plumb by more than 5 percent of shaft dlamrtt•r, or 4 2. Any other admixtures east be approved to rrlting by the Ovntr B. Tht concrete shall have a maximum 4• slump when ttsttd with a following: provided the concrttt is sufficiently strong to carry its own weight i, Do not begin placlnq of concrttt until the excavation and inches in its full height, whichever is less. prior to use. Chemical admtxtu es shall conform to ASTM C494, standard slurmp cone (ASTM C143). if the above concrete develops a and all other construttton loads rhich Y y oc[u►. rrinforclnq stttl for the entire unit has been completed, consistency of difficult workability, then a supsrplasticizer 1. Adequate tqulpment shall be pro•sided for heating the concrete lnspsctrd and approved ay the Owner. The bottom of the pier B. Size Provide piers having a mtntmium shaft acemetic equal to that admixture may bs used whin approved by the Owner. Do not add water materials and prottctlnq the concrete during frrrzing or shall be clrantd and sealed tf seeipage of water exists. All shown. C. Aggregatts: to increase slump. near-frerztnq weather. All concrete Y tercels and a1T 1.05 UNfDRCEMEMT: rater shall be removed just prior to plating concrete. retnforcesent, forws, fillers, and ground rhich conkact the A. Metal reinforcement shall bt fire from loose flaky rust, mud, 011, 2. Place concrttt immediately after mixing, and to no case more C. Corrective Measures: If the above tolerances are exceeded, the 1. Concrete aggregate shall confo n to ASTM C33. C. Ali concrete to be finished lncluding foundations, walks, pavement, concrete shall be fret from frost. No frozen Y ttrtals or Contractor shall design and furnish addltlonal or corrective curbs, and retatntnq calls shall be air-entrained. Entrained air to sattrlals containing 1cs shill be used. �r other coatings rhich will adrersrly affect bonding capacity. than sixty minutes after rater has been added. Place tontrtte continuously to each pier to top of shaft. In n0 case suspend construction he compensate for the discrepancy at no extra cost to 2. Fine a99regate shall consist of natural sand having clean, hard, concrete shall be a minimum of SZ and a msaxlmsu+e of 7Z by volume. B Reinforcement shall be accurately placed and ado watt! su aceto b the placement of tontrtte 1n the drilled 1 r the Owner. The corrective construction shall be submitted to the strong, durable, uncoated grains. It shall be free from The air content shall he measured at point of discharge Into forms. 2. Concrete delivered 1n cold weather shall have the applicable q Y DP Y D r once started, for her for revter prior to its execution. injurious amounts of dust, lum-s, soft or flaky particles, minimum temperature as follows: concrete masonry units or other approved spacers. Reinforcement more than thirty minutes. shale, alkali, organlc matter, or other deleterious substances. D. Contractor shall submit a mix design for approval by Owner at least shall be secured against dliplar.rment rlthln tolerances as spetlfled At least 95 percent of the fine aggregate shall pass through a two weeks before concrete work begins. Design shall detail all Air Temperature Mlntmum Concrete Tewprraturr iii "Building Code Requirements for Reinforced Concrete" (ACI 31d). 1. •he top 5 (tet of the concrete 1n the shaft sM 11 De thorougAly s 04 PLAC INQ-UNOVI: No. 4 sieve and not more than 5 percent shall pass through a No constituents and gradation. The concrete shall conform to 'Standard _._kl- fahr• Qeg. Fahr. vioratrd and excess rater removed. 100 sieve. In addition, not more than 45 percent shall be Specification for Ready-Mixed Concrete" (ASTM C94). C. Welded wire fabric shall be installed in lengths as long as Comply with Concrete Spectffcation. retained bttreen any two consecutive sieves. .. 30 - 45 60 practical. The wtnimum overlap length measured bttwten outermost L. Contractor shall as,sure the (finer that the concrete meets 0 - 30 6S cross wires of each fabric sheet shall not Dt itss than one spacing 1.07 NALKS..PAYI9a....LU E AND LLS: 3. Cadrie aggregate shall consist of crushed stone or washed gravel specifications by furnlshtng batch tickets when the concrete is Below 0 70 of cross wires plus two inches. 4 g, p delivered to the site. A. The subgrade or bast shall be sprinkled and thoroughly moistened havin clean, hard, strop durable, uncoated articles free N 0. Splices in defor•�d reinforcing bars are not permitted unless prior to concrtta placement. No concrttt shall Ds poured it the from injurious amounts of soft or flaky pieces, alkail , organic 3. Concrete shall be mutntained above SO'F and 1n a moisture matter, or other deleterious substances. Coarse aggregate shale condition for at least the first seven (7) days after placlnq. aDDrovrd by the Jwner. subgrade has rater standing or is muddy. be a maxlmrum of 1-i/2 tnthes, with at least 95 percent passing a 1 .03 ML"-MQ- PLACING CONCRETE: E. When approved to wrtttn b the Owner, s nthttic 1-1/,2 inch sieve. Not more than 5 percent shall pass a No 4 4. The maxtmue temperature of concrete produced with heated 9 Y Y polypropylene B. Concrete shall bt poured wonollthtcally within limits of expansion sieve. A. Mixing and placing concrete shall conform to "Building Cude aggregates, heated rater, or both, shall at no time during its fibers may be substituted for welded Wirt �rtc as reinforcement 1n joints shorn on the drawings. all slabs on grade txcspt approaches and the slab over the Requirements for Reinforced Concrete" (ACI 318). production or transportation exceed 90' F. underground storage tanks. Acceptable eanufacturtrs are Ftbermesh C. All Calks and paving shall be wood floated, wood troweled and then D. Nater: Hater used in m`xinq concrete shall be clean anA free from or approved equal. Fibers shawl be nista er 11 h injurious amounts of airs, acids, alkali, slits, organlc materials, B. Conveying: Concrete shall be conveyed from the mixer to the place E. Hot Mtather Requirements: p the manufacturer's 9 Cly steel trowrltd to secure a semi-swooth surface. Surface or other substances that may be deleterious to,concrete or steel . of final deposit by eethods rhich rill prevent the ieparatidn or recommendations (approximately one pound to one and one-half pounds shall then be broom finished to match approved samp)e. loss of materials. 1. Follow requireeents of ACI 305. of fibers per cubic yard Of concrete>. E. Metal Reinforcement: D. Islands for dispensers and amenity units shall have a steel tow 1 �. Depositing: 2. During hot weather, steps shall br taken to reduce concrete finish. Eltvatton tolerants for tAtss islands shall De � 101 incl. 1 . Rti,iforcing bars shall be deformed bars conforming to ASTM A615, temperature and rater evaporation by proper attention t0 1.06 FOUNDATIONS: Grade 60. 1. Concrete shall be deposited es nearly as practicable in its ingredients, production methods, handllnq, placlnq, protection, A. Exposed surfaces shall have a smooth finish. Ex s final position to avoid seyregation due to rehandling or and curing. The preferred protection is a covtrtng of kraft p0 rd edges shall 2. Fa s shall be held 1n place by IB gauge or heavier annealed Iran flowing. Use chutes, bottom dump buckets, or other method paper (ASTM C171) fora psrlod of twenty-four hours after have a 1" chamfer. wi •e. approved by the Owner. Concrete shall not be spread plating. horizontally using vibrating equipment. 1.93C/7 593G/8 593G/11 593GI12 06/07/89 06/07/84 593./9 593G/IU 06/07/89 06/07/89 06/07/89 06/07/89 ! . Exposed surfaces of curbs and retaining walls shall have a smoothPARI.I-IXECU.IIQfi;. 2.02 ASPHALT INTERMEDIATE C171JRSE: 9RI riniSh Remive fins and projections, patch defective areas with CK_11AS1ARY ASPHALT PAYING The appropriate hot-mix dsslgnatton for each state is specified in I cement grout, and rub with carborundum brick and cement mortar to a 3.01 LAYIKL BRICK; the chart at the end of this spettflcatton. PABLL_-GENERAL :month uniform texture. PAgI_L=SaENERAL A. Brtckrurk shall be supported by a concrete wall footing as lndlcated on the drartngs. Oestgn bearing pressure Is 2000 psf. Contractor 1 .01 QIf11y1_LIQN$: 2.03 AST SURFACE C(X1RSE. n, retF paving outside property lines shall he the thickness Shawn 1 .01 QISC13IF1ION Q( HOEK� shall advise the Owner tf the actual bearing pressure is Ions than -- nn drarings, except where stricter requirements are lndlcated nc 2000 psf• A. Asphalt Surface Course: The top course of an asphalt pa'ement, The appropriate hot-mix dsst�natlon for each state is spetlfled in F'�,_ Intal building codes. Local building codes shall take precedence. A. TMs sa tion includes material speclflcations and installation sometimes called an asphalt rearing course. the chart at the end of tM s specification. requirements for non-load-beerin easonr walls to landsca a areas. 8. All brickwork shall hp plumb, square, and true to dimensions. Two 1' REPS1R.Qf -DLf-ECII"E CONCRETE SCRI�ICE$: These walls are hat lnttnded to be retatntnq walls. Amax/mum grade rythes brick calls shall bt laid 1n a running bond with a top B. Asphalt Intermediate Course: The course located between a base :)o not batch defecttvs .-ncrete until examined and approved by the difference of six inches across a call 1s permissible. rowlock course. course and an asphalt surface covrsr. The 9nttrmtdiate course 1s Owner Where zo a p 2 04 TACK CDAT: pproved, make re airs fn accordance with detailed B. Mork of Related Stctlons: steratimes called a bindrr course. :nstruct,ons given by the Owner. C. Brick shall be laid with shove joint 1n full mortar bids. 3/B Inch The tack coat shall consist of oma rt rater to one part SS-1 pints shall be flnlsAed rlth a concave q � 1. Earthwork Pacheco tool. This tool C. Bast Course: The layer of eatrrlal lmmedlatrly btreath the asphalt emulsion. It shall be applied at a rats of 0.05 t0 0.15 2. Concrete shall he applied 1n a mianntr which compacts setting mortar and forms lntrrmedtatt tours• fora Type 'A• pavement or beneath the surtacs BP OIL COMPANY I gq �OKCREIE-,j�js; a close continuous contact rlth the brick. course fora Typt '8' oavrment. gallons err square ya N. A. Contractor shall provide construction, expansion, and control joints P�j�=PROULMU� D. Horizontal relnfurcement shall be lnstalltd so the side rods are 1.02 DESIGN THICKNESS FOR PAV,EME�S 2.OS TRAFFIC MARKT RETAIL MAH K ETI N G as 1nAicated or rtqutred. fully engaged in the mortar. Contractor shall install reinforcement NG epi every third course. A• Typt •A•: DESIGN AND ENGINEER;NG G1lddsn •Traffic Lon , Paint', Sherrin-11111•us "Pro-Mar" Series 736, Cdnstrtetton joints shall be u•ed whenever placing operations are �0 d��' Surface Caursr - 1-1/2" or approved equal. Calor sf:all br selected by Ornsr. ZQO PUBLIC SQUARE interrupted. These joints shall De keyed and located so the E. All brick rhich requires cutting or fitting shall be tut accurately Enterwediate Course 2' A. Clay and shale comm brick shall conform to ASTM f62 except that to size with a matorized carborundum or diamond car. Base Course d CLEVELAND, SQUHIO 44E 4 strength and appearance df the structure 1s not impaired. brick absorpticn shall be betrten flue and twenty-five grams of Total 9-1/2" P11gZ 3 _ EXECUTION water absorbed 1n one minute by a dried bit k set flat slot darn 1n F. A11 brick shall be thoroughly wet befarr laying, Dut brick laid 1n Ezpanslon joints shall he installed as indicated on the drarings. 1/8 inch of rater Bricks shall be Grady 1e1 Cmedtuw weather). frrezln weather cost be protected from the formation of ice. B. Type "B":l Flexible 3.01 joint filler shall be mini mum 1/? inch thick preformed 9 sponge rubber (,ASTM 01752) or approved egi,al. Joint filler shall Surface Course . 2` EQLIPMW: B. The Contractor shalsubmit a sample of flue units for approval by Intermedlatr Cour•e . None Equipment u•ed shall bt of the type, size• wtght aha shape best �, ascend full depth of the slab. Owner. 3.02 LLEANiNG UP: U Control joints shall be installed as lndlcated on the drawings. 2 0? eastBotal Course 8a.- salted to peri f uniformity. density and shaping as required by the Tq N D A R D 51 E C I F I CAT ION S Ill- .nd spectflcatlona, `- Those joints shall be athleved by making construction joints or by A. Mayor spatter and droppings shall be rsmoved from exposed surfaces sawcutting the concrete. A. Mortar shall conforw to ASTM C270, Type M. as the work procrrds. C. Selection of Type "A" or Typr 'B' pavement assign is tpeclfted on the plot plan. Dlmwnslons represent mtnlmum r_ompatttd thicknesses. 3.02 MEATS LIMITATIONS: The mtnlmum depth of sarcut joints shall be one-fourth of the slab 8. Upon comsDlrtlon, all txpastd masonry shall be thorougAly tltaned " B. Mortar shall be coeposed of ono rant Portland cement type 1 (ASTM with stiff brushes and water. In extreme rases, a d1' :ce solution D. If stats rtqutrements vary from this specification, then st+ste coots No paving shall be Installed then the ttmperaturt is below 50 for depth plus let inch. Cutting shall be timed properly with the sit C150), ant part lime (ASTM Cf,), and six parts sand (ASTM C144). of mkrriattc acid may br used for clrantnq brlckrork, but 1t shall be shall take prectdrncr for approaches 1n tM rigAt-of-way. I when the surfaces contaie frost or an excess of moisture. of the concrete. !t shall ev started as soon as the concrtta has Mortar shall also contain a waterproofing adwlxturr. The e.dmlrturt preceded and followed by a copious bath of fresh clean w ter. hardened sufficiently to prevent aggregates from being dislodged by shall be one of the follorinq. the car, and shall be completed before ihrtnklnq stresses become sufficient to produce cracking. I . Hydratlt• Flus by W. R. Grace and Com an FM_t--ER�TS 3.03 T _ y-) R� 2. Omicron Mortarproofing by Master Builders Company 2.01 �� DWG. NQ 1-3 i E. Whore trenches cross ox cuff concrete slabs, the r.ontractor shall 3. Hydrottdt Power by Sonneborn Building Products, Inc- KS_JXXlRSE• A. The subgrade shall be properly prspartd end railed over the full UNNOWN sawr.ut the concrete to a sufficient depth ser a straight, square edge !C/�lJt �� ! !, width with a roller of suitable weight tpreftrably a three-rherl is formed on both sides of the trench. New once existing concrete C. Mortar color shall bt natural unless sprtlfleA otherrlse by the A. The aggregate shall be r.lean, t ugh, durable Crushed 1lmtstons or roller relyhtnq 10 tons) Deforr placlnq the base course. Check DATIK > ' _ C1OCIQ0 w shall be doweled together with M4 rO nforcing bass at forty-eight Owner crushed air-cooled blast futnare slag from a minimum size not less for unstable arras and arras requiring addltlonal material and SIONBi: WOMEN ,ii 0141'[ L7WN COED than one (1) inch to the miaxi.um size not wort than two (2> Inches, compaction. Replace unacceptable areas with now material as _.�. inches on renter (stagger each side at twenty-four inches). with a sieve analysis tolerance of ern (ln) tr tent on both maximum sptcifisd to Earthwork Sptttfiu tion. I gEjHf4RLEltE11I` and elnlmsure sizes. Aggrrgatr shall wlgh not less than 90 pounds I to $�!8 EA I1E!!i: Holl rN nforcement hall be truss design, 8 gage welded steel wire per cubic foot for Itmrstone and 70 pounos err cube; foot for B. Mhtn abutting existing paving, a �otnt (hall be cut to a rlth 0.8 ounce hot-dip zi,ic coating (after fabrication). Midth of crushed slag when shaken to refusal. sufficient depth so a straight. squats edge is /prow f bolAll edncinse Cork shall receive two pmts.applications of a mixture of 5011 retnforctwent shat' ue 1emen inches to 2 inches less than the call B. The screenings shall consist of the same materials as speclfttd /� boiled linseed o11 and SOZ mineral spirits. Each r.dat shall be thickness. The retnforcenhnt shall be Dur-0-Ma1 or al proved equal. above for coarse material, fete (row dl rt or other foreign f" applied at a rate of 4r>n square feet Der gallon with a roller. A 1. substances. This mrattrtal shall not exutd a maxlmuw slzt of Ol -Dray application is acceptable 1f overspray can he prevented. The one-half (I/2) inch and all smraller slzts down to and tncludtnq dust. � first coat must be dry to the touch before the second coat is applied. S93f,/16 5! „ 1, 543G/14 593G/T5 !16/01/89 06/ /119 543cl13 'ERMIT N0 , BUp910074 06/07/8, 06/01/89 06/07/B'i -r .,) 1111C1Wr'tw ow am". limon► w �. . I _. % _ - J - - 4 t r `'. --._ a:.+oan►x.....+..a ., J '� 1' ..,. lam. ....,.._ .� ._, -. oxo.»arsmllJ� ..,.._._::... ,.. _. .__. 1 _.i ....'a.__� L_.-. •_''''-. . . :.'......,r .,gw.+.:,..a r. �- _.� .w...-.�.� a_!aa. *WWI . - _. . (11 111111111111111 11111 'IL1IIIIIIIIIIIIIjIllllllllllltllll1`1111 11111111fililt1111111i1 .Illllililllllilllllllllillllliliiilil111111llililllllllllllll111 i111f11111111111111111111111111 r i �1 NOTE: IF THIS MICROFILMED �- I --- 2 3 4I- _ 5_- 6 7 8 9 10 I I 12 _ DRAWING IS LESS CLEAR THAN THIS NOTICE, TT IS DUE TO ,,,K QUALITY OF THE ORIGINAL DRrwING, OE 6Z 8Z LZ 9Z SZ 1oZ EZ ZZ IZ OZ 6f 81 L I 91 SI b,I EI ZI 11 01 6 9 L 9 S-J�. b E Z I01•LIM rtilllllllllllllllilrllllitillllllllllillllllllllllllllllllllllllliidtll1111111fiis!►nllillilflllllllillidlllllllitllnillillilliiilillllllllllnllluilnllllnll1111111nllullul1lt111.Illlllllltllllllilllllujl,iWu1111llillulllnlllluln111111jhdnllllll►I1iii6!l111I11111iiiili liii) )J - .e_`i`,,w.,...._.__ ON FEBRUARY . 24 "% c. I --I-nwgmwmm%� I -.. � 8 19 � 2 ..err _____ -�.__ _._.._..__�. . sNi.- _ I C. ►+nen % .»ry wet, unstable subIrade condition exists, a B. The surface of the completed work, when tested with a ten-foot A P1!R1. 1=� jQh SIO�i_�►�S�lIiIABY SENESS C�'L1 515 AIR AN0.P�"1�_►�!f EA geote.•• .e fabric sh(;uld be placed on the subgrade before straightedge, snail not contain Irregularities in excess of I/4 -j�/L1iQ H�NDL1Nl:: instal i''9 the aggregateFIGURE t 3.Ot PIPE PREPAR�j Date. The Contractor shall obtain inch. Defective paving shall be replaced. P _jam QEf(ERAL writtar a..-proval from the Owner before proceeding with this SLATE MTX N,TjQNS PART L- GENERAL cork. 11v cost to furnish and Install the geotextile fabric A. Inspect all pipe and fittings prlpr to lover'• g into trench to shall -,;.- listed as a separate item in the Contractor's bid. 3.08 I ►il MLNC_Lky1M N1 1.01 QE�RjP!QN QLMpRK: ensure no cracked. brc,.en, or otherwise defecti.e materials are 1.01 QESCRIPTIUFI��QRk ASPHALT SURFACE ASPHALT INTERMEDIATE being used. Clean ends of pipe thoroughly. Remove foreign matter This `-lr. is performs a seearation fun.tten by preventing fines Clean surface to remx;vP loose material and dirt. Apply 4-Inch ride STP IE _-_SQIIRSE QES[l,,NAll0 -- A. Serer system work includes, but is not limited to, pipe, fittings and dirt from inside of pipe and ketp clean during ant; after laying A. This section includes material specifications and installation from �_ ,ro+ng up into the aggregate base. Fabric Panels shall paint stripes with mechanical equipment to produce uniform straight and dralndge structures for storm and sanitary sewers. requirements for compressed air and potable rater systems. overly. a minimum of two feet. Acceptable nonwoven fabrics gages. Apply 2 coats at manufacturer's recommended rates. Alabama Mix C Mix A B. Use proper implements, tools, and facilities for the safe and proper includo ?year 3401, Trevira S1114, ',upac 5NP, or approved eq(,al . California Type a Type A I B Work .,f other Related Sections: protection of the work. cower pipe Into the trench fn such a manner B. Mork of Other Related Sections: Earthwork. as to avoid any physical damage to the pipe. Remove all damaged 3,09 EBOT EC 1Qh: Flurida S-I1 or Modified III S_111 1. Earthwork pipe from the Jobsite. Do not drop or dump pipe into trenches under ) 04 lk5E-.SQUF:E• 2. Concrete any circumstances A. Protect exposed finished surfaces adjacent to paving work from Georgia Type F 8 Modified PART 2 - ?R9QilQI$ The coarse aggregate of the base course shall be spread evenly upon becoming disfigured during application of paving materials and from Kentucky 402 403 2.01 GE!lEBA� the preoar Nm subgrade In sufficient qua tity to form a compacted f This course shall be rolled with a Surfaces damage resulting from contact with oavnng equipment. Maine Grading C Grading A PART 2...PRQQi�S 3.C2 IHSTALLATIQN -Of- id-AMU f1U1J( : depth of :r � (6) 1��chts. Surfaces damaged during the course of this work shall De cleaned, A. All piping material shall be new and Iran of defects and shall be three-whP•r power roller weighing not less than ten (10) tons repaired or replaced by the Contractor at no additional expense to Massachusetts I-1 1-1 2.01 KALERIAU: A. Install pipe and fittings in accordance with governing authorities subject to standard mill test before being shipped. Rolling snac I continue until the stone is locked and does not creep the Owner. Michigan 11 W f - 20AA 700 - 20C having Jurisdiction, except where more stringent requirements are or wave ah.x,xa of the wheels. Sufficient screenings shall then be A. General: indicated in the contract documents. B. All pipe and fittings shall be equal to or better than the grade applied to %umpletely fill the voids and the base course again B. Provide temporary barricades to keep traffic off of completed paving Mississnppi SC 1 BB - I specified. rolled, adntrng screenings as requ'red. Rolling shall continue and work. Barricades shall be left in place a minimum of three days New Hampshire Type F Type 8 1. Sewers shall be poly vinyl chloride pipe unless specified B. Start pipe laying by proceeding upgrade with spigot ends pointing in additional screening snail be applied where necessary until the after paving work is completed. othervise on the drawings or by local codes. direction of flow Lay pipes uniformly to line and grade so that C. Pipe shall be labeled. Fittings and valves shall have the ,oarse mat.•r'ial is well bonded and firmly set to produce a rough New Jersey I - S I - 2 finished sever will present a uniform bore. All changes of manufacturer's name or trademark legibly raised or cut into each granular :ilrTdco North Carolina I - 1 HB 2. Furnish ells, tees, ryes, couplings, end caps, and other directions shall be made by use Of Drc•i,.-- fittings or manholes. No piece. 3.10 CLEANING UP: fittings of the same type and class of material as the pipe. Joint deflection alloyed. Install all sewers at uniform grade Ohio 404 301 between manholes and other drainage structures unless shown 3 t5 IA QA1 Immediately prior to turning over to Owner, remove all trash, ?. Drainage structures such as catch basins and trt+ch drains are otherwise. 2.02 COMPRESSED Oregon Class C Class B I SED AIR:5 temporary rood forms, and other debris. Dispose of all excess specified on the drawings. If the asa►+,dlt intermediate course has been used by traffic and is material and rake entire area swath and clean. Pennsylvania ID-?A iD-2A I C. Check pipe for alignment and grade after Joint has been rode. A. Pipe: Seamless Steel, Schedule 40, ASTM X120, hot-dipped galvanized in a worn -.sm clition, then it shall be cleaned and coated with a tack ;oath Carolina 403 (Type 2) 311 (Type 1) d. Fily Vinyl Ctlorice Pipe: ASTM 03034. Staneard dimension ratio Ensure pipe Dodding forms a continuous and uniform support for the per ASTM A1S3. ' coat befors applying the asphalt surface course. (:DR) shall iot ex ead 35. Joints shall be bell and spigot type pipe barrel between Joints. Apply sufficient pressure In making the Tennessee 411-D 307-6 r.th neopre�t rubbe- gaske►% conforwing to AS(M 03212. Joint to assure the joint is stated as defined in manufacturer's S. Fittings: Threaded, malleable iron, Class 150, ANSI 816.3, 3.Of) ASPHAEj_E;,,V�$EIS_. 1ASES Virginia S - 4 8 - 2 standard installation instructions. Place sufficient pipe cover hot-dipped galvanized per ASTM A153. L,st Iron Sall Pipe: ASTM A74 Joints shat! he bell and spigot materia; to secure DiDe from movement fefore next Joint is installed The prepar rU base course shdll be cleaned of all foreign substances Washington Class 8 Class E I type with neoprene rutbtr gaskets [onto ntng to ASTM 0564. Furnish to assure proper pipe alignment and hint makeup. C Joints: Threaded before apo, v nq the asphalt concrete courses. Before starting to Nest Virginia 401 401 service weight pipe. If local requirements vary from ;his roll the a.sl"ement, the roller wheel should be well sw bb:d with a specification, then local codes shall take precedence. 0. Prevent excavated orother foreign material from getting into the mixture ne Mie-half kerosene or fuel oil , and one-half water. Each pipe during the laying operation. Close and block the open end of 2.03 PQTAWLE WATER: premixed i•,pnalt concrete course snail be spread to a uniform 0. Reinforced Concrete Pipe: ASTM C76, Class J1I. Joints shall be the last laid section of pipe torrevent entry nr foreign material loose-fit 'nickness and ru led with a 10-ton, three-wheel power modified tongue and groove type with rubber gaskets complying with or creep of the gasketed Joints when laying opt-ations are not in A. Pipe: Copper tube, seamless, type K. soft temper. ASTM 888. roller ice finished surface shall be uniform, free from ruts or ASTM C443. progress. Also close off pipes dhich are stubbed off for catch irregular- es in contour, and true to the established grade. It basin construction or other drilinage structures. 9. Fittings: Wrought copper, solder type. ANSI 16.2:. must DresPnrx a smooth riding surface. E. Nonreinforced Concrete Pipe: ASTM C14, Class 1. Joints shall be modified tongue and groove type vith rubber gaskets complying with E. Employ such means as well poirting, ditching, pumping or bailing to Joints: Soldered, 9S-5 tin-antimony solder. .(STM C443. prevent water from entering the trench during the laying operation 3.07 NAL1IT '' dna allow for proper constric:tion of the backfill in pipe zone. Do �. The pavemPnrt surface shall be constructed such that adequate tot lay pipe in water. AR 3 - EXECUiIQN Irainage ' achieved. The (untractor shall upon completion of earn Clear dirt and other superfluous mattrial from the interior of 3 01 Open ends of Pipes shall be properly seale3 at all times to keep section p,avrng, mdKe a water test for drainage at the discretion ;ewers as the work progresses. Maintain a swab or drag in the line dirt and other foreign matter out of the pining. Plugs shall be of thei;rnwr. Any portion where rater stands shall be reworked even and pull past each Joint as it is completed. commercially manufactured products. to the ori* 11 of replacement so that it drains properly to the satistdc- :m of the Owner 591G/23 593G/21 06/07/89 593G/18 593G/19 593G/20 06/07/89 593G/12 06/01/89 06/07/89 06/07/89 06/07/8^. H. Now lighting poles are prepainted silver at the factory. if the 1 .02 PFQIECTIQN* surface i% marred during shipment, then the Contractor shat) touch 1 .06 COLOR SCHEDULE (Contimied): E ECTRI A 3.02 All pi;,? cell be cut off even and reamed full bore. EXI�IQR-�AlI�JI� Contractor shall Protect all surfaces which do not require painting. fD the pole vette Rustoltum Satin Alumtnue. If an exlsttnq poly 3.03 Threaded ' D• Joints: ihreals shall he cut smooth, true and full Special protection shall be provided when painting adjacent to items entire which 1s not light gray, then the Contractor Shill paint the LIit11 Color standard ; 'tea Cut threads sa no more tndn three threads remain 1 .01 yl�jE$I�S; 9 J entire pole light gray. PART 1 - GENERAL such as IJnderwriter s labels, hardware, and Itght fixtures. Surfaces Diesel rill - Yellow 1 .01 �xpused %'ter the )girt fs ma7e Ream all pipe ends after cutting damaged during the course of this work shall be cleaned, repaired or 1 05 " AH UP SIARMUS; A. Owner shall furnish Valspar Paint (via BP 011 supply ,ind clean veiore instatlatioi. Ilse a non-narafninq, teflon-teased replaced by the Contractor at no additional expense to the Owner. y Kerosene Fill - Brown tnrea,. '..�► ant aDDlled to the male threads. teflon tap! is no[ I arrangement) for dark gray, light gray, and BP green paints. I The standard electrical servile shall be three phrst 110/108 volt unless specified otherwise. Contractor shall ru:nish all other I Upon completion, Contractor shall remove all excess (4-wire). Wild Le delta systems are not permitted. Single phase acceptabia 1 03 PREPARAT � contractor-purchased materials, equipment, tools, and all debris due Heating Oil Fill - Gree( 9" y materials. to his work from the premises. All areas shall be left broom clean 120/240 volt (3 tire) systems may be used only 1f l2U/'108 volt. 3.04 Soldered %'pe Joints Remove ail slivers and burrs remaining from All surfaces shall be free of dirt, grease, oil, concrete spatter, or a satisfactory equivalent. Unused paint (furnished Used O'l Fill three phase service 1s not aw tlablt q 9 Y g Y by the Owner) shall be returned to the Owner. - Black the lute tat by rtdmin and filing both pipe surfaces. /:lean and an foreign matter which could adverse/ affect the finished � fitting anc tube with emery cloth. Remove residue from the cleaning B. All paint materials shall nt delivered ea the Job in the i appearance or protective properties of the paint applied. Bare Vapor Recover This work shalt meet the standards tet forth to the applicable manufacturer's original container and bearing its lapel. Y - Orange PD operation, apDIY flux, and assemble Joint. Solder snail fell the metal surfaces shall be hand tool cleaned vette scrapers and rlrt I portions of the following recognized codes and standards: Joints n/ capillary action. Solder sha' . cover the Joint I brushes (SSPC-SP2) and solvent cleaned (SSPC-SP1). Shop primer i 1 .06 �LOR SCHEOLLL Tank Gauge - Gray periphery. Wipe Joints clean. coats which have been marred shall be wire brushed to bare metal and I. Certified Ballast Manufacturers (Cam) C. Valspar Corporation is the only accept. '1e manufacturer for reprieted with the %pacified primer. Surfaces shall also be free of 3.05 Above grvurW pipe shall be supported every four (4) feet and at all dark gray, light grey, and BP green colors. Acceptable moisture before applying I� -GG1�L- Tank Observation Nell - Black Trian le on a White Back round 2• Factory Mutual Electrical q paint g g I 3. Institute of Electrical and Electronics Ertglneers (IEEE) changes is direction. Underground pipe snail be continuously manufacturers for all other materials are Porter, Yenkin4U,jestic, I . Dispenser Island Fn ns - OArk Gray Submersible Pumps - Gra 4. Illuminating Engineering Society (ICS) Sherwin - Williams, or approved equal. r S. Insulated Power Cable Enaintering Assuciation (IPCEA) supported. ti. National Electrical Cade (NEC) 3.06 All pipl^t, systems shall be cleaned and flushed out prior to 1.04 APPLICATION: 2. Building Sidewalk favism - Dart Gray 7. National Electrical Contractor's Association (NECA) 0. Urethane Paint System y paint system (Section 1.01E) shall be used for I 3. A%unity Unit Forms - Dark Gray 8. National Electrical Manufacturer's Association (NEMA) operattcn. A. The acrylic enamel the first four items of the color schedule. The urethane paint 9. National Fire Protection Association (NFPA) 3.07 No Dart c' the work shall be covered until it is inspected, tested, --`lam Valspar Color-fj&C - system (Section 1.010) shall be used for the remaining items in all 4. Tank Manholes - See Below 10. Underwriters Laboratories, Inc. (UL) and approveO. Testing shall comply with all governing state and marketing areas except California. The acrylic enamel paint system I I1. OSHA - Occupational Safety and Health Act local corxs. Ferrous Metal Primer 13-F-28 Solvent-Based Metal Primer shall be used for all items in tht State of California. I 5 Fixtures on Islands - Dark Gray 12. ANSI - American National Standards Institute Galvanized Metal Primer 42-F-106 Nater-Based Acrylic Enamel 13. NESC - National Electrical Safety Code 3 CS Potable rater system shall be hydrostatically tested at line reduced 251 with clean, fresh t 8 All materials shall be brushed or rolled in even, thorough coats 6. Tank Vents - Light Gray 14. Local and State Codes fuceean, eswater pressure jr a duration of one hour. without runs, sags or blemishes by skilled craftsmen. Spray 'hinner for Primer 7-T-33 application is not permitted. 7 Structural Steel Above - light Gray 1.02 FLECTRIU� cvs:TE31 ID CULLCarrnm 3.09 Compress" qtr system shall to pneumatically tested vette qtr at 2W •(orfzontal Canopy Deck. --�---�....,..: psiq for a duration of one hour. The Contractor shall gradually ?aint shall be applied when the ambient or surface temperature is the pressure to not more than one-quarter of the test dark Gray Finish 20 Series Alkyd Enamel Detween 45'F and 90'F or as specified b the manufacturer. All A. Conduct SYstews: Provide adequate marking of major conduct vh1Ch is increase Y S. Rear Canopy Support. - light Gray g � pressure: then the pressure snail be increased in steps of coats shall be thoroughly dry before applyin succeeding coats. Above Sales Kiosk exposed or concealed in accessible spaces, to distinguish each run -rf Light Gray Finish V40-F--105 Urethane Enamel es either a g dpproximstely one-tenth of the test pressure until the required 200 I power or signal/communication conduit. Provide psiq t: rammed Ail Ji lits shall be examined with a soap and rater All fln'.sh paints shall be applied only with the specific prime 9. Canopy Columns - Light Gray self-adhesive or snap-on type plastic or metallic markers. Locate 5P Groan Flntsh I V40-L-102 Urethane Enamel I [markers at ends of conduit runs. solution. Equipment dna 1n-line devices sure as the regulator and coat(s) recommended by the manufacturers. DO not thin, alter, or fill valor shall be protectee from the high test pressure. Thinner for Urethane Finish 7-T-59 substltute materials unless approved by Owner. 10. Sign Poles - Light Gray B. Underground Cable Identification: Bury a continuous bright-colored F. All work snail receive a full prime and two (2) finish coats. For I 11. Lighting Poles - light Gray Plastic ribbon cable marker with each underground cable (or group of E. Acrylic Enamel Paint System s(tr'aces previously painted with urethane paint, the field prime cables). Locate each directly over cables, 6 inches to B inches y y coat may be omitted and two finish coats shall be applied. I below finished grade. :tem - Valspal_(,Qjnr (.I,>de I F. Wnon painting tank manholes for 1111 , vapor recovbry, and monitor :o1orsfor Tank Manholes (Al1Marketing Areas): C. Cable/Conductor Idtntlfication: Coordinate a unlfn.,, and consistent r "ells, the surrounding 3" of concrete slab shall also be painted to Regular Unleaded Fill - White r/Black Cross scheme of color identification throughout the building system. On lrrous Metal Primer 13-W-12i Water-Based Metal Primer match the color of the manhole. largesnding conductors. Secure plastic ecure identificatiun by means of palated color pe. ; G. alvanized Metal Primer 13-W-123 Water-Based Metal Primer Canopy columns and sign poles are normally shrouded with an aluminum gegular Leaded Fill - Blue composite material and are not painted. If they are not shrouded, I Plus Unleaded Fill - Blue w/White Cross I. Color scheme for branch circuits shall be as follows: Dark Gray finish 42-F-107 Mater-Based Acrylic Enamel then the Contractor shall paint them light gray. Light Gray Finish 42-F-106 Water-Based Acrylic Enamel Super Unleaded Fill! - Red w/W!iitt Cross I-ZW2QA_ O1.L BP Green Finish 42-0.-105 Water-Based Acrr lic Enamel Phase A Black Phase 8 Red Phase C Blue 593G/27 Neutral White 593G/25 593G/26 06/07/89 593G/21 Ground Green 59 ,/14 J6/07/89 06/07/89 06/07/89 593G/29 f 06/01/89 06/07/89 2.05 CaRQUfiO1NG; l . b. Surface: Type FS or FO box with surface cover. B Conductors: Provide soft or annealed copper wires meeting, before r)i ;J1E CgNDU11 JTQ!j11N4. 11UR.Al.DfeIti AND SI'AC1NG• D. expansion for expansion shall he provided by a minimum one stranding, the requirements of ASTM B-3, "Standard :specification for Ground all equipment and devices as shown in the drawings.expansion fitting installed to each straight run of conduit it s, and as q A All underground site rondult shall be buried a minimum of 24" below exceedfnq 150 feet in length and at 150 foot intervals thereafter. 2. Interior Outlet Box Accessories: Provide outlet box accessories soft or Annealed Copper Wire for Electrical Purposes," latest required by the National Elertrical Code (NEC), the local electrical as required for each installation, ccrrnpatible with outlet boxes edition. inspection department, and The Power Company. It is recommended that finished eie Night al r sweep elbows must be used et the base E. Drains shall be installed at the bottom of vertical conduit runs being used and meeting requirements oftndividual wiring the grounding system incorporate Incoming copper water lines, if nt en h riser - no gradual rise of conduits to surface grade Is exceeding 10 feet In length. situations. 1. Conductors for power and control wiring shall be stranded available, in addition to 5/8" x 10'0" grounding rod. Approved Permitted. Minimum conduit size Shall be 3/4". copper. No aluminum or copper clad aiuminum wiring Is permitted. pressure (.onnertors or Cad Welds shall be used to connect ground F. All conduit shall be rigidly supported from structural members with Weatherproof Outlet Bolles: Provide hot dipped galvanized cast- iron wires to rods. DO not use Oil, gas, or steam lines as the grounding malleable iron conduit clamps, not to exceed 8 feet on center. "All weatherproof outlet wiring boxes, of the type, shape, and Size, 2. The minimum size for power wiring is 012 ANG unless stated system. �U111N(, AND PATCHJN;,: thread" is not acceptable for mounting, use U-bolts instead. In( luding depth of box, with threaded conduit ends, Leman fiberglass othervise on the drawings. A. Cutting and patching of ether work to accommodate the installation reinforced covernlate with spring-hinged waterproof raps suitably of electrical work is permitted. See Concrete oAsphalt Concrete G. Conduit Specifications: configured for each application, inrluding face plate gasket and C. Insulation: Insulation shall meet or exceed the requirements of UL 2.06 SAMY,AKU 01:.QNNECT 5X1 TChES,. corrosion-resistant fasteners. if the outlet boy, is located nn a 83. "Standard for Thermoplastic Insulated Wires." Paving Spezed by/the Ons for pavement drepairs. chi Except as individually Conduit: Provide conduit and fittings as indicated. hazdrdous area, those requirements take precedent. A. General : Provide heavy-duty type, dead-front, sheet steel-enrlosed, authorized by the ether, cutting and patching of electrical tte work to I. Insulation for conductors sized No. 18 ANG through No. 16 ANG surface-mounted-safety switches of the type and size indicated. aerommodate the installation of other work 1s not permitted. 1. Rigid Steel Conduit: ANSI 080.1, hot-dipped galvanized. O. Junction and Pull Boxes: Provided Junction and pull boxes, with shall be UL Type TFFN gasoline and oil resistant and be so Safety switches shall be rated for the voltage of the circuit in 2. Rigid Steel Conduit Fittings: ANSI 080.4. screw-on covers, of the type, shape, and size, to suit each marked• which they are installed Safety switches used as motor disconnects B. Iillir,g in and fi,tishing the building floor at conduit chase is respective location and installation. shall be horsepower rated for the motor served. Switches shall be required after installing ani Incoming conduits. 2. Insulation for cone:rtors sized No. 14 ANG through No. 10 ANG BP � COMPANY . Flexible Metal Conduit: g ( lick-make, quick-break type with externally operable, indicating, E. Conduit Bodies: Provide galvanized cast-metal conduit bodies, of shall be UL Type THiNro'MI gasoline aM oil resistant and be so and lockable handle. Marked for purpose and failsafe. Safety and " marked. p 1. Liquid-tight Flexible Meal Conduit: Liquid-tight fiextble the type, shape, and size, to suit each respective location and disconnect switches shall be as manufactured by General Electric, RETAIL L M A Irl K ETI pRANCli_CIREQ11--W1"r.; metal conduit comprised of single strip, continuous, flexible, installation, constructed with threaded conduit ends, removable Square D, Westinghouse or approved equal. A. Each 120 volt branch circuit must have its own neutral return interlocked, double-wrapped steel, galvanized inside and cover, and corrosion--resistant screws. 3. Insulation for conductors sized No. 8 ANG and larger shall be UL N G outside; formin smooth internal wiring channel; with Type THHN/THN gasoline and oil resistant and be so marked. B. Fusin Fuse clips shall be ositive DESIGN A N D ENGINEERING conductor - no split neutrals permitted. g g g D D pressure s. BU rejection-typo liquid-tight Jacket of fitxible PVF. F. Bushings, Knockout Closures, and Lock nuts: Provide fusecitps suitable for use with UL Clots R fuses. Bussm%sn dual t nc, TEMPpRARY PMR. 2. punched-steel bow knockout closures, conduit 4. All wiring inside lighting fixtures shall be temperature rated element, current-limiting, time delay, Class RK-1 shall be used. 200 PUBLIC SQUARE 2. Liquid-tight Flexible Metal Cond it Fittings: Liquid-tight, locknuts, and insulated coo, uit bushings of the type and size to per the NEC. CLEVELAND. OHIO 44114 A. The General Contractor shall be responstbiP for installing the zinc-coated steel. suit each respective use and installation 0. Connectors for Butidln Wire and Cable: Provide factor -fabrttated, C. PT 8 Disconnect: Disconnect switches for dispensers and pumps shall to break a temporary electric supply for use during (,)nstruction. The use of H. Fittings: Provide fittings as supplied by Crouse-Hinds, Appleton or G Explosion-Proof: Provir',r conduit boxes, bodies, and seals as metal connectors of the size, rating, material. type, .Yes class (PTe8the dispenserabiliydisconnect)11 conductors, including the, neutral the supply wiII be made avaiIabIP to the But ding/Cin�py FrPc ir and a required to conform to the lica ton sections of NEC for the t any other contractor working at the site. The Ownrr will he qua/ . Fittings snail have rubber or Neoprene gaskets where q pp type required for each use. installed in damp areas. Fittings installed in hazardous areas of hazardous location as defined by NEC. Components shall comply responsible for the electricity coe N costs incurred during cons 9 1. conductors lugs are to be used who over 2.01 STANDARD � PECZF ICATION5 with UL Standard 8A6. 9 possible. Connections for shall comply with NEC and UL 886. conductors up to a msaxtmtssm of a No. 6 AMI. rare with two No. 8 LLGHLI[l�f1X1118E5.� i PART 3 _- PRODUCT, 2.02 BOXES AND PAMILOQAg(� H. Paneltoards: Provide Square D panelboards as required. Choose the ANG Tires espy use twist-on pressure connectors of required A. General: Provide lighting fixtures, of the size, type, and rating appropriate plug-in breakers for the functions that they are required size. Lug/bolted connections are required for all conductors indicated, complete with, but not necessarily limited to, lamps, 1 .01 CONDUIT A. General: Provide electrical materials and components for a complete to power from the selection of Square O products. If rotating larger than /6 ANG. laopholders, reflectors, ballasts, starters, and ririnq. A. for each ele,trical racewaysystem indicated, provide a complete asseelbiy as supplied by Crouse Hinds, Appleton, Square 0, or equal. equirment is supplied from the panelboard, the breaker toggle must be Y D 1. All motor fitted logs AIG and larger, shall be connected using 8. Ballast - Fluorescent: Provide low noise, high power factor, rapid assemblyof conduit with fittings, including, but not necessarilyfitted with a permanent locking attachment The attachment must be 9r g' 8. Interior Outlet finwes: Provide galvanized steel interior outlet capable of securing the breaker in the off position using a commit pressure fitted lugs and bolted. start, Class "P", thermally protected, encased and Dotted 1lmtted to, connectors, nipples, couplings, expansion fittings, wiring boxes, of the bushings, locknuts, Other cop onents and accessories as needed to 9 type, shape, and size, inrluding depth of box padlock. The panelboard shall have a typed circuit directory per NEC. ballasts. Use ballasts for exterior or indoor non-conditioned g D to suit oath respective location and installation; constructed with 3. Splices are not per,•itted 1n feeders, motor leads, or spaces with a "C" sound rating and a 0'F temperature rating. form a complete system of the type indicated, and as required by the stamped knockouts in back and sides, and with threaded holes with communication/data wiring. HEC. screws for securin box covers or wiring devices. Provide 9 9 'gang, 2.04 VOL L. 4. The use of terminal strips for whin catnnectlone is encouraged ©�� NO � � �-� R� boxes where devices are shown to be grouped. except then er conflict with I3 above. g 2.08 EQUIPMENT fQLWASSII�EI-ARM B. All ronduit shall be heavy wall galvanized steel P«rimpt , noted A Wire and Cable: Provide factory. fabricater, vire and cable of the SCALE MIsDI[ - otherwise on the drawings. Plastic conduit (PVC) may be used where 1• Type for Various Locations: size, rating, material , and type as indicated for each use, as A. In accordant! with Article permitted by code, but under no circumstances may plastic conduit bP ype 5W of the NEC and following the pr►n ' s CNRK,iRD 111Y used for data wiring. Separate conduits shall be used for data and specified or otherwise indicated Wires and Cables shall be pulled rtcpmmmenda tons set forth in American Petroleum Institut! Standards a. General: Furnish boxes to suit the use by taking into into their conduits using a lubricantis installed. l per manufacturer's API-RP-500 and API-AP-540. All material and equipment shall be i$mss' DATE DWN C KI power wiring. All conduit shall be corked or capped prior to account space available, appearance, and Code requirements. recommendations. No oil or grease shall be used for this purpose. suitable for use in 'he classified area in which complete installation to prevent any foreign matter from obstructing If no manufacturer's recommendation is made. use Flaxsoap, Y-ER-EAS, the conduit. All wiring and fittings shall be Class 1 , Group D, as or owner approved equal . 8 Owner's Ropre,:utative 's the final arbitrator of all questions required by code. All required seal-off fittings shall be installed, and seal shall be poured after testing procedures are complete. regardtnq area classlficatlons. C. Conduit runs exceeding 15 feet 1n length shall be equipped well 09' Any electronic work shall require the installing technician to wear suitable wire insert to enable the pulling of a fish tape for 591G/33 a groan strap additional wiring 593G/31 593G132 5�1(,/ 1 06/07/81 01/22/90 06/07/89 01/11 90 ( 01117/9( I oat rim;"•wit mw or 0"00. :OMC- •. "� -vow 4. ._ ,y.. �. ...-. .y.. - •--,. ...,�._...-.:1r9ac.-�-�=".'�..,. .n:."...r.�e .;��.-; -i y„ ,ya.,., a�,. ._.... .... .. - ... .. - r,...:.�.,..�. _.. .:.. _. , 1 .,....., .. - � . .,�L.Z '�_"r"""w�rMw rl !�i1! - ..:7fla°IS!]'-..ft_:gllw�tm��r�.twdY�la.d..�.. •:V,*!m''r-tular�Kra ,air' 'I'I�IFIIIIIIIIIIIFI'I'1'IT,I'IIIIIIIIItlflt11111'Ilftllll�1111`IIIF iiIIillt�tllllll�iltlll .IIIIIIIIJill IIirIIIIIIIIIIIIIIII,IIlI111I1111111IIIIIIIIIIIIIIIlI111IfliIIIlII11IIiII111I1111111 NOTE: IF THIS MICROFILMED I 2 3�.- - 4-- 5 6 7 8 9 Il0 I 1 12 -- I DRAWING IS LESS CLEAR THAN THIS NOTICE,- IT 1S DUE TO THF QUALITY OF THE ORIGINAL .mac DRAWING' 0C 6Z 82 tZ 92 5Z b2 EZ. ZZ Iz 0?, sl 81 t I 91 SI b1 EI ?I I I 01 6 B L 9 S - b E Z I01e1/w li!i�uulilu uullnl uulnu nlilul un yin Uttltnt +uil�a unJatF( +ulna rllrlunlVUI1HtINItIMttInI1111U�nuIIIIIIIluIl1 Ilh. '' ll!IIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllUtllutlltni tnIII111I1111I1ll11!llllllllllllf�lll�lllllll1111IIi11IlWlllfi ', FEBRUARY 28 1992 1 •,�.. ,w,x.. ..... ._�.�_ •-....--_- ...�. „••-.�•--.Amey-. .._.._.-.__. ........,- ,... ,,,.. ,---.....___ _ --__ _ .....,,,,...r..n.. __ t f ( Own 3 PART-3-m ULCUTIQM AMU MTKA: 3.01 INSTALLATIQM At�.I);STIIIG� A. General: Install electrical systems as shown, 1n accordant/ with tt.e manufacturer's written instructions, the applicable codes and regulations and owner's instructions. B. Conductor lents: Megger tests on insulation Shall be made on the circuits before seals are poured. The Test is mandatory for incoming CgNIAJt► SCHNEDUIE 3 PHMSL ::URICA VOLA (4ALATI RETAIL IUXATtais service conductors and motor lea's to submerged pumps. The (STANDARD ElK1RfCAl CONFIlA3RAtlON) resistance du(toen and motors and between all conductors and ground ►►�N YILC�QIf41/Ii ANQS�1f aEQUJRt►rofT; FE10M IQ,_ VIRE �Y 1� IQ S1Z(<_ I1S�Q� +QilG3!I:DpFAKER PDSIf10M �R�t__�- TU - Ji(!!� M� 1 shall not be less the ten (10) megohms for all circuits less than 600 _ _,R M ___ TD _ MIRE_ �tP v 1Q LICE_ . L�+ TOR;�REAKEkPOSITION l T round conductors for continuity. _ -4P��__---_ .1 PHASE 120l101V (4-�R� "Y" - _.1_"IE lZCjZ1DY (]-MIRE) -- LD S[ZI`- �4►fSI�2►l-Qf-UNAI49 ��AKER PpS1TJQ4 - 4 11 1 DISPENSER CABLE (6 HOSE WD) PANEL • • KIOSK EACH DISPENSER 1994 1 olSpfNSEN INTERCOM SIGNAL INTERCOM DISPENSER INTERCOM 6�� 1 11 vi. t5 P,t g SITE INCOMING f-LINE MAIN VARIES 251 201 011P1NSER IN(ERCr>rH SIGNAL INt[RfOPMEfTION 60X C(XVQUIT CABLES_- _LQ►lpt)1I CAlllfl VARIES MAIN SERVICE HOT ELECT. SERV DROP INCOMING PANEL MARK FUNCTION 11 11 120 (REPEAT FOUR TIMES) 10 WIRES ALTOGETHER) NOTE. Meyger tests must not be performed after wires have been MAIN SERVICE HOT • KIOSK I DISPENSER POWER NOT /-t 14 l ea. 2•S° 4 ea. 1250 ICM 1 •+ 2" 3 ea. 1250 MCM MAIN SERVICE HOT 1 DISPENSER ►UREA NEUTRAL 4 90 I DISPENSER INTERCOM SIGNAL Connected to a piece of equipment or terminal strip due to possible I Building Only (2 hot, 1 neutral) MAIN SERVICE NEU 3 DISPENSER LIGHT NOT 8-16 SAME AS ABOVE (019A) damage to the equipment. (3 hot, 1 neutral) I DISPENSER LIGHT NEU 14 •2 2.5 CARWAS4 POWER NOT I-IINF MAIN GP PANEL •-CARWASH 1/0 151 201 5 A PUMP CONTRUL 4 11 INCOMING PANEL 3/0 b A PUMP CONTROL NEU 11 10 75 RIP DETECTOR ES) 8-2I PANEL B • KIOSK LEAK OE(E[10R 6 C Equipment Tests' Operational tests shall be performed On all Building With CARWASH POWER HOT • KIOSK 1/0 1t R[►[941 IS TIMES) CARWASH POWER HO 1/0 7 B PUMP CONTROL 11 electrical equipment t0 prove satisfactory performance This shall 2 Roll Over Car Wath IRO.f) i GA 2.S" 4 ea. #250 ICM 2 Ga. 2.5" 3 ea. 1'3.3 HIM fAPWASH POWCI NEU 9 B PUMP CONTROL NEU i 1 12 include mechanical and electrical operation from all control points 3 hot, i neutral) l2 hot, I neutral) 14 21 1S TANK GAUGING SIGNAL • 6-16 1FUT RE) TANK GAUGE LIGHTING CONTACT OP PANfI a LIGHT 72 21 � 120 9 C PIMP CONT ROI t4 YANK GAUGiIIG SIGIHAI - 8-21 IFU1lJRE{ lF'J1UIlE) '3 and operation of relays and all safety devices. I ea 2 5" 4 ea 0250 MCM 1 ea. 2" 3 Ga. 1250 MCM •3 1 URwASH CONTROL NOT • KIOSK CGN1AfT • CARWASH IB 10 C POMP CONTROL NEU 14 T Support Building 1 neutral) i2 hot, 1 neutral) ARWASM CONTROL NEU '1 REMOTE 9411TH. 11 '22 SPARE (3 hot, ;2 2 20 12 REMOTE AUTH NEU .4 1 -ARWA%H SIGNAL (•) 13 SIDE A DATA 1•) DISTRIBUTION BOX DISPENSER 1B 20 23 1 CANOPY DOWN LIGHTS (6-4DOW-SMS► NOT C-S PANEL C • KIOSK 00104 U CMTS 12 20 201 4R1 '1 kLECTQIGL l+4RK SL4SE4l'1. 1 ea. 2.5" 4 16 1250 MCM 1 GA. 2" 3 ea 0250 KM CAPWASH SIGNAL (-) 8 14 SIDE A DATA 1-) DISTRIBUTION BOX DISPENSER is 20 CANOPY DOWN LIGHTS (6-40OW-Yo") HOT C-7 • CANOPY 112 2 t High Rile ID Sign 1 hot. 1 neutral) 9 (] not, I neutral) DISTRIBUTION BOX DISPENSER -UNE MA IS SIDE B DATA 1.1 IO CANON Down LiCrirS (6-4o0w-1104) ►tor C-9 1 25 SUPPORT BUILDING HOT PANEL A • 3/0 91 206 16 SIDE I DATA I ) DISTRIBUTION BOX DISPENSER 1B 12 12 A. All Site electrical systems must hdVP passed functional testing and t ea 3° 4 .a. 1500 NIM 2 •+. 3" 3 u. 0500 MCM 'S 'NCOMING PANEL SUPPORT BUILDING ]/0 DIS►RIIUI1011 60% DISPENSER 6 10 CANOPY DOWN LIGHTS (5-40N-AMI 1401 C-11 5 Support Bldg . ROAN 13 hot, I neutral) neutral SUPPORT BUILDING NOT 3/0 17 SPARE CAU, (•1 )B 1U CAf0/1 DOWN LIGHTS 15-,DOW-SMI) NOT f-1 12 be fully operable. 2 hot, SUPPORT BUIIDiNG NEU • KIOSK 18 SPARE DATA (-1 o1STR18UT10M BOX DISPENSER 12 A ,uPPORi BUILDING NEU 3/0 19 EQUIPMENT GROUND 12 CANOPY DOWN LIGHTS (SJOOW-SiM) HOTHOT C-3 b. Nigh RLI• ID Sign, ROW 1 1a l" 4 Ga 0350 MCM 2 Ga, 2.5" 1 Ga. 0350 MOM CANOPY DOM( LIGHTS r6-AOOW-ARS) ►OTIC-2 12 b All Site electrical systems must pass inspection by the local (3 hot, 1 neutral) (: hot, 1 noutrAl) PANEL A • KIOSK WATER/WASTE PIMP 12 is 201 CANOPY DOWN LIGHTS (6-,4OOr-9Atl MOT:C-{ approving authorities. •5 75 WATER/WASTE v1rMP NO1 A-5 12 12 1 DISPENSER GABLE (6 NOSE PROD) CANOPY DOWN LIGHTS (6 400W-AMI MQT:C 6 t2 rATCR.^WAS)i PUMP HOT A-7 12 1 DISPENSER POWER No, 8-) :ANUPY DOWN LIG14TS (6-400W-SIM) MOT:C I 11 7 High Rise 1D Sign, 1 N. 3" 4 N 0150 MCM 1 e+. 2.5" 3 aa. 0360 MLM rATER/VASTE ►t1HP EQUIP 6RN0 SAME AS 11 CANDP/ DOM( LIGHTS (S -S1H) HUT:C-10 12 C. All burled Site power and control Subsystems must have passed support Building (] not. t neutral) 2 hot, I neutral) PANEL 1 • KIOSK SUPER PIMP 10 17 206 CANOPY DOWN LIGHT) (5-40OW-SMI) HOT:C-12 1 appropriate conductor megger test'nq. 7 75 SUB "SUPER" PI1MP 15 H► ,N:n,e-1 13 I DISPENSER CARIE (6 HOSE MPO) CANOPY DOWN LIGHTS EQUIPMENT fiE0UN0 12 S. High Rite iD Sign, 1 ea 3" 4 ea. #SOO W M 2 Ga. 3.5" 3 ea. 0500 MCM i0 1 DISPENSER POWER WT 6-2 ,) hot, I neutral) I hot, 1 neutral) SUB "SUPER" PUMP 15 HP •+)T B 8 1D D All electrical panPlboards must have type written schedules that Support Building, ROW U6. "SUPER" PUMP I S HP (QUP GRND ;AME AS 11 24 1 NEON STRIP (4 BALLASTS).C-19 PANEL C • KiOSK NEON STRIPS ON 11 22 120 accurately identify breakers by function and panel position. 10 17 201 NEON STRIP (1 eAlUSri):C-2t UiAOIY FASCIA 12 11 a i5 SUB. "REGULAR" PUMP t.S HP HOT PANEL 8 • KIOSK REGULAR PUMP 10 14 1 DISPENSER CABLE (6 HOSE MPD) NEON STRIP 14 BALLASTSI:C-23 12 22 UB. "REGULAR" Pt1MP I.5 HP HUT:B-S 10 )ISPfNSER POWER HOT 5-1 '464 STRIP l4 SALLASiSi-C-17 12 21 FASCIA DRAMOIETTER 12 11 identified. �i! T~ ;UB• "P(GULAR" PUMP 1 S 4P EQUIP GRND ,AME AS II rASC U BRANDLETTER:C-21 1194. ]" < •+ 0350 ICM 2 e+. 3 5" 3 ea. /35C IK M l t PANEL 6 • KIOSK PLUS PIMP 10 17 108 BALKtIT SPREADERS (4 OISP(SSERS) C-2S SPREADER LiGHTS F. All conduit12 2t s and conductors must De properly tagdent • Default Specification 12 hot, 1 neutral) 9 75 SUB. "PLUS" PUMP 15 MP Hb B- S 10 IS I DISPENSER CABLE 0 MDSE MPD) SACKill SPREADERS 14 DISPFNSINS):C-20 SPREADER LIGHTS 12 11 I All untermindted electrical work provided by this contract intended 3 hot, 1 neutral) .u1 "PLUS" PUMP 1 5 HP 401 11-7 10 ) DISPENSER POWER NOT 6-11 for interface with another contractors must be properly secured. 1306/36 SUB. ^PLUS" PUMP 1 5 H► EQUIP GRND i ^ISPENSER LIGHT HOT B-2S •25 TS FUG POLE IIGMTING HOT C•-27 PANEL C • KIOSK FUG POLE LIGHT 11 20 120 J6/07/69 PANEL B • KIOSK DIESEL iURIP 10 17 20B SAME AS Il It POLE LIGHTING NEU 12 G. All appropriate Conduit seals for hazardous locations must be poured. •10 75 Sue. "DiESEL" PUMP 1.5 HP HOT 8-16 ,0 uB "DIESEL" PUHNP 1.5 HP HJ 8-16 i6 1 DISPENSER CABLE I3 NOSE MPD) 26 75 YARD LTS (8-400W-5111) HOT:C-11,15,14,16 PANEL C • KIOSK YARD LIGHTS 10 17 208 10 SUB. "DIESEL" P'N+P 1 5 HP EOl11P GRND DISPENSER POWER NOT 8-11 +ARO LIGHTING IB-40W-SPIN) NEU 1 H All spare Conduits shall have a pull wire installed and shall be 1 DISPENSER LIGHT HOT 8-25 /RICE SIGNS 12 11 110 11]OG/31 SAME AS 11 27 1S NORMAL 10/PRIG[ SiGN LIGHT MOT:C-22 PANEL C • KiOSK ID a 12 •10RMAL ID/PRICE SiGN LIGHT NEU capped on both ends. 06/07/19 •11 t DISPENSER CARIE (I OR 2 NOSE) NORMAL tD/►RICE SIGN LIGHT EQUIP 6HBto. 1 I DISPENSER 19IER IOf.B-I4 All electrical Systems must pass the inspection Of the owner's SAME AS 11 11106/39 representative. •le 1 DISPENSER u►elE (1 DR : MfosE) 06/u7/89 J All elPCtrical as built drawings must be in the possession of the 1 DISPENSER POWER W31.6-14 SAME AS 11 owner's representative. 30G/38 ?h/01/H19 593G/35 01/22/90 w CC7IERT SCHEDULE - i RASE 120/140 v011 (3 VIRE) 'JAIL LOCATIONS (USE ONLY 11 3 RASE is NOT AVO.IIABl t) AMP VQIT IQ 51 Z1 FU)NC11QN Qf GQNUtbTOlLFJAKEE_!' IT_IQN! FRQM _-- f4-- -- YIEF_ AffP YQIf 112 ,511E f1IBG1IQtt�.f�Qti�1CIQ3:OEEA6EB.1GilILQU fIl2M _.�._.I4-_ MEF_ AtlC Y41I iQ -JUL s1LfLI14ft QE_.�MRULIIl9:iREA6F1'�LOSiIi�J __,__�HL'M -_�_?.Q._� -tit>;_ � FROM �'Q__ WIRE Ami vglI jy SIZE flN!CT14N QF IQNUtIQA,@FIEeKEA.!'� UQNN ERS TO WIRE__ :OA t DISPENSER IHrfRCOM StG►Ml INTERCOM DISPENSER INTERCOM 6303 .3 12 •29 .75 HIGH RISE SI N LI (TING NE MIOTIC-28 PANEL C • KIOSK HIGH RIS[ SIGN 10 17 1 20 r),l. rUNLT1QF.�Q_SQ...Q4/S1.4R j)R,EAKEQ (_Tjj� -- --_ PANfI B • KIOSK EACH DISPEMSER DISPENSER INTERCOM SIGNAL. IMT[RCONMECTIINI BOK 6401 HIGH RiSE 10 S LIGHTING NEU 10 10 17 120 1 VARIES (MIN SfpVl(t HM)1 SITE INCOMING IA INi MAIN VARIES 269 240 12 1 iOAIp�ENS DISPENSER CABLE (6 IO f MPO) 14 14 120 REPEAT FOUR TIMES) (10 WIRES ALTOGETHER) 'SIGN RiSE IO SIGN LIGHTING HOT:[-30 10 PANEL C 0 KIOSK HIGH RISE SIGN ELECT SERV DROP IMK OMiW, PANCL I DISPENSER P(M R MOT 6 1 HIGH RISE 10 SIGN LIGHT. G NEU �� . 8 , ":rw R1tE 10 51"N LIGHTING HOT:[-28 10 MAIN SfRVI(E HOl p KIOSK 14 HiGH RISE 10 SiGN EQUIP. GPM. H'„H 2;5E ID SIGN LIGHTING NFU 10 MAIN SERVICE NEU I DISPENSER LI(on Nf U1 RAl 14 201 i DISPENSER INE (OZM SIGNAL HIEN 915E ID SIGN LIGHTING, HUT.0-30 10 VARIES 269 240 3 DISPENSER ll(N1 ►OT 8-26 11 SAKE AS ABOVE U20A) IGH PISE 10 SIGN LIGHTING NEU �1 •2 VARIES PAIN SERVICE HOT SIZE INCOMING (-(INE MAIN 4 OISPFNS[R U(NI I[u 14 30 75 TELEPHONE INCOMING /NONE CQ. WIRE PHONE CO. TE�111M1S 22 1 Hii,H RISE 10 Si GN EQUIP. GRND PAIN SERVICE NOT ELECT SERV DROP INCOMING PAN11 5 A PUMP CONYROt PANEL B • KiOSK LEAK OETECTOR 12 .2 12 MAIN SERVICE NFU • KiOSK U 21 IS LEAK DE ECTOR SIGNAL 8-10 PHONE CO WIRE PRUNE CO. TERMINALS 22 10 50 6 A PUMP CONTROL IED 14 REDEAT 15 tIME51 29 75 TELEPHONE INCOMING 1 8 PUKP CONTROL 11 "3 2.5 CARWASH POWER HOT INCOMING PANEL l-IINF FAIN OP F,NEI P CARWASH 3/0 151 240 6 B PIMVI YAM( GALM TAMP GAUGE 16 .2 to P CONTROL NEX CARWASH POWER HOT 1/ 2I 75 TANK GAUGING SIGNAL •:6-34 • KIOSK 3/0 9 C PIMP CCM11ROl 14 TANK C,Al1GING SIGNAL -.8-3+ FUTURE) FUTURE 11 IF REQUIRED BY STATION LAr0 V KFY CARWASH POWER NEU 10 C PUMP CONTROL LEU 11 - IJ1 LIGHTING CONTACT DP PANEL a t1441 12 15 120 11 REMOTE RUTH 14 1I3 SPARE VARIES - SEE OU7CTBAN( CONFIGURATIONS DRAWING IF REQUIRED BY STAT 1N LA/OU1 •1 1 CARWASH CONTROL 10" • KIOSK CONTACT V CARWASH 18 11 REPOTS DATA NEi! DISTRIBUTION BOX DISPENSER 11 20 CARWASHH CONTROL MEU 13 SIDE A DATA (�) 11 20 21 1 CANOPY TOWN LIGHTS (6 40W-SWHI NGT:C-S PANEL C • KIOSK CORR. LIGHTS 12 20 20• 113OG/44 12 .1 10 11 SLUE A WtA (-) DISTRIBUTION BOX DISPENSCR i6 20 CANOPY DOWN LIGHTS (6-400W-904) HOT:C-7 1 CANOPY 12 06/01/89 'ARIES - SCE DUCTBAW CONFI5UPATIO6S ORAWiN1' •5 1 CARWASH SIGNAL (•) IB 15 SIDE B DATA (.) DISTRIBUTION BOX DISPENSER IB 20 1ANOPY DOWN 116H1� O6 IOOW-AIM) MHOT:C-9 12 URWASIS SIGNAL (-) 16 SIDE 8 DATA 1-) DISTRIBUTION BOX DISPENSER 18 20 CANOPY DOWN LIGHTS (6-400w-SIM) HOT C-11 12 30:,/40 3/0 117 240 17 SPARE DATA (.) DISTRIBUTION BOX DISPENSER i1 20 CANOPY OWN LIGHTS (S-4O0W-SiM) HOT:C-1 12 16/07119 •6 1.15 SUPPORT BUILDING HpT I-LINE PAIN PANEL A • IB SPARE DATA (-) DISTRIBUTION BOX OIS►ENSER 12 ANf1PY GOWN LIGHTS (S-LOON-SIM) MOT C-7 i2 SUPPORT BUILDING HOT INCOMING PANEL SUPPORTING BUILDING 3/0 19 EQUIPMENT GROUND ANUPY DOWN LIGHTS (6_4fYOW-SNI) MOT C-2 12 SUPPORT BUILDING NEU • KIOSK ANOPY DCAHPN LIGHTS (6-400W-SwN) MO1:C 4 12 SUPPORT BUILD3/0 BUILDING CONTROL 13 1 DISPENSER CABLE (6 MOST MPO) CA3NOPY DOWN IiGHHTS (6-40OW-SWM) HOT:C-6 12 PANEL A • KIOSK WA1ER/WAS1E PUMP 1Z 17 240 1 DISPENSER VOWER MOT:1-1 ANOPY DOWN LIGHTS (6-40OW-SWM) HOT:C-A 12 •7 .75 WATER/WASTE PUMP HUT A-5 12 SAME AS I1 CANUPY DOWN LIWIS (S-4DW-9404) MOT:C-10 12 WATER/WASTE PUMP HOT:A-7 1? CANOPY DOWN LIGHTS (S 40OW-SAM) HOT:C-12 12 WAiER/WASiE PUMP EQUiP GRNO 14 1 DISPENSER CABLE t6 HOSE MM CANOPY D" LIGHTS EQUIPMENT GROUND 12 10 16 240 1 DISPENSER POWER HOT 6-2 B .75 SUB. "SUPER" PUMP 1.5 HP H01:8-4 PANEL 6 • KIOSK SUPER POMP 10 SAME AS 12 15 1 NEON STRiP (4 BALLASTS) C-19 PANEL C • KIOSK MANN STRAPS ON 12 22 120 SUB. "SUPER" PUMP 1.5 HP HOT 16-6 10 NEON STRiP (/ ITA-LASTS):C-21 CANOPY FASCIA 12 22 SUB. "SUPER" PUMP 1.5 HP EQUiP. GRND. 15 t DISPENSER CABLE (6 HOSE MPU) NEON STRIP (4 BALLASTS):C-23 12 22 10 16 240 1 DISPENSER POWER MDT:B-2 NEON STRIP (4 SALLASTS):C-17 12 22 9 .75 SUB. "REGULAR" PUMP 1.5 HP HOT:B-3 PANtL 6 • KIOSK REGULAR PUMP 10 3 DISPENSER LIGHT HOT:B-25 FASCIA DRANSPREAD LIGH`TS 12 21 TTER DL(iTER: C-24 FARC I 12 21 SUB. "REGULAR" PUMP 1.5 MP 101:6-5 10 SAME AS 12 BACKLIT SPREADERS (4 DISPENSERS):C-ZS GHTS ,tie, "REGULAR" PUMP 1.5 HP EQUiP. GRND. BACKLIT SPREADERS (4 OiSPENSERS):C-20 SMEAR LEla'HTS i2 21 10 16 240 16 1 UIS/ENSER CABLE (3 (OSI MPO) 10 .7� SUB. "PLUS" PUMP 1.5 NP NOT VIS PANEL 8 • KIOSK PLUS PIMD 10 1 DiSPEmSFR POWER MO7:B-13 •26 75 FUG POLE LIGHTING FOT:C-27 PANEL C • KIOSK FU1fi POLI IIMf 12 20 120 SUB. "PLUS" PUMP 1.5 HP HOT:8-17 t0 3 DISPENSER LIGHT HOT'6-25 FLAG POLE LIGHTING NEU 12 SUB "PLUS" PUMP 1.5 He EQUIP GRNO. SAME AS 12 11 75 SU6. "DIESEL" PUMP 1 5 HP HOTIO-16 PANEL B • KJOSK DIESEL PUMP 10 )6 240 21 75 YARD LTS (8 -40O S :C-1],11,11,16 ►A11[L C • KIOSK YARD IiGHFl 12 17 210 10 17 1 DISPENSER CARIE (] HOSE MPC) YARD LIGHTING (/-iOOW-SMI) NEU SUB. "DIESEL" PUMP 1.5 HP HOT:8-1B 10 1 DISPENSER POWER HOT:B-13 5116 "DIESEL- PUMP 1 5 HP EQUIP. GRIND SAME AS 12 28 .1S NORMAL iD/PRICE SiGN LIGHT MOT:C-22 PANEL C • KIOSK !0 a "ICE SIMS 12 21 120 NORMAL IO/PRICE SIGN LICIT NEU 12 113OG/41 •18 1 DISPENSER CABLE (1 OR 2 HOSE) NORMAL IO/PRICE SIGN LIGHT EQUIP. GRIND. 12 01/22/90 1 DISPENSER POWER M07:11-14 SAME AS 12 13OG/43 06/07/69 •19 1 DISPENSER CABLE (1 OR 2 FOSE) 1 DISPENSER POWER IOT:2-14 SAME AS 12 11306/42 O1/1?/W FB P OIL COMPANY RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUAME CLEVELAND,OHIO 44114 STANDARD SPECIFICATIONS s DWG. NO Z 1� 3• REV. 61CAlL BRAM OV pA 2. 7 - CPKCKM BTT IIt13fISNalT1>!ll DATE v OWN CKO 1 ( 4� 1 I r 1 RINCIm-VIEW O[►0"" •POLOWIN I .-,:... _u.,....- a.�.. •. �� a, �>,I�jlsu> ar.r.•...,�..+... -- - -. _ """.. . - _ _« �..". «. 4 • ) �1 . - .. ,moi 111 "ILII Ell Ill (I11ill Mlti Ili 1111111 1711111 1111111 itlltill 1 1 111 111 111 III Mei 11 1111 111 1111f� rill,11Ii1111711111111(I(Illlll,lllltlElEllllll TIIItI111I1111111111t1r1r,)11111 r H NOTE: IF THIS M ICROF I LME') A^ "�' I 2 3 - 4- DRAWING DRAWING IS LESS CLEAR THAI' THIS NOTICE, IT IS DUE TO " THE QUALITY OF THE ORIGINAL DRAWING. 6C 62 92 LZ 9? SZ tilt EZ �� I�f 6t 91 LI 91 51 61 f.l ` t1 I1 01 6...1 9 L 9- 5 1P �y'�. IFI(In1111u111lnIIIIIIIIFIIIIIEInulull�,nl�unlnlrhtl11t1,141EM!►tlt✓tit►Ei�EthriF�llcil"Frr�r�n111uftInF111n►Itluhinllnllnnl111�lunlnllllnllullllnllnu�ln�un111111nulullll�llltl!ll�Iuluulu11Iu1111II1II11111WWW1111�11U�lll��!l�JliIIIIIIIIIIIIIIUIIIN �. •. _ s1 FEBRUARY 28 19 92 24 )( A 5Tln/4 r 1J►►! f�!".'� pti/E 3TO.ey W000 GAME .4PT !� /Z o PE cruet An/E w/�6 �• _ SET AWAS./,e _ YA FENcd c ryo 1 M _ 01 s4,1)-weer SEH Ef n s s.. o�+ p/A'T 11 • J + -. ' (1 u/ F �' .. I •!#1kI. - sa v II wit t:1 ti6IA/.vOLE _ y �1 , r PIM fL EY• X10</ 1 1 ti k- -- - e 11 1+b • a 1 ��_- I ,�, ( r 1 lY) 1 -./t! ELEI.'•/Io OF -� + � 1 e � 0 1b •1 , � " �,,,, j v� I I -•_. ` � E4' .fTiN4 �. � `� D• 7D� —1 �+ \ •^ry "/ .�, ✓e .► i o `n ;�!'` 1 /\ LJ f.� � '••'- ! .��NCL �A_ L /eN1O FINCE ti I 10 ^ % //„A0IdL.4i[ � ` �1 �� i �j r N 1�1i •• 1•��'-� � 141 '9/i �� _� ty'"-- le O /1'%MgiK.f[II \�: SITE T `.`r.4�` ^r _ _� � i•w�?r '�1 I" +� JC ; I •7 JI ,, �'.," r '�. n 1. • L ,r, I % q' sir' sdLIL iY/c.�o I - -- fry404 l.•� ISOs � � '' . '� �%i`.� � � vale o✓.vs °. "a- 4 --- W A. Et ti (• p�Ci y I 9 + t �' 1 ----------"a- tl 1� �+ + ,Oti / Ik -•r � - --- - -I L - 1 � � ,,.• "� "1'' 1 ,� r M /e ris 40 ' 190 Ilp A{�- - 45 `iQ 3Q• __ --_ --i C I M 111♦ 5E Td 4� ,oW/G,V /►'Q.10 .p .:} .. 1 .. � lAe 11014 7 _sl \\`\ PARCEL �. \ Lam\ 51 T E LOCATION M A P sr W,4-.,v �` +1 1+M u*e b'� 51 4 o PL.I�1TlC Or NO3TH SCAL E' 1" -2560 �.__1_ _LL 1�1+ It ek1► I/� A�' 1 1 I I � CrEw>6 G�Ass - �I • 1 �..._- - TEL Ev.A/o�vE ► oeo- I 1 LEGEND 5 D < % NJpOJ FEniGE l (M) MEASURED DATA YO MAV -� Ilk5` ✓/cl D 1 D TRAC,e 8 rl �i)•ly 0 SET REBAR WITH CAP L/ i D +r �+ 1e 0 I+ FOUND EXISTING P a+ IqD 1 G b 1\ • 1A II I/ ( I I O. O 1/2 INCH PIPE Q z r�E ;4 o) I yoeA,v T 1 IV//J� 2 ` / 1 ��I • SET TACK IN LEAD ,..neve > 1. "AVO moll r*616C5 ; 1 - -- - - ----- I4IL✓& � , ar/•e 90,"0 G NK• 1 Q D a � K;�•st J 1 b - Milo s,.. ►' '1 ASPNAL T cues 111 1 111 r-�.v r 11 ' /1,A$ o "'V c'v�ee o s' AW149A✓ ELEv•/Va.sJ - -- I SITE NOTES •� ' ��` I ZONING: �, '�� SITE IS ZONED C-G (GENERAL COMMFa.CIAL). z 1. � 1 '\ • o co.ViceErE f > -- ye - --_ ---- yD Dyl p �� , 6 1 1 L /✓I FEZ D 9 4 01 / / 1 t I o 1 ' SETBACKS: Cn ++ /we Arle D 9 II {1 0 1w14nr!' 0 50 FEET ON PACIF'lC HIGHWAY 99 WEST rA 1 l4° I Oat W 40+ 1 eq 7/ �' 4y MAr72re5 40 FEET ON SOUTHWEST WALNUT V� - a Iq 4/ ` b ,/ 20 FEET REAR YARD SETBACK ABUTTING APARTME19TS L1J i e9 111,9 s co„G E 1 0 FEET SIDE YARD SETBACK FOR BUILDINGS, CANOPIES AND PUMP ISLANDS Z o. I ', (ANY STRUCTURES). � CL � 1 Pou,E_ >� � 1 M£�•IL c'R.•IMEI w Ivo i Ae*'/N6 1c �I5AWA4 T f; ANO AffZICole f BEARINGS: (n 1 S/6N 11 �i 1 3 ,eons- vs.nr \ ..-- orEt ve�vG U (� v/_NE.f� X04 b � REFER TO THE CENTERLINE OF SOUTHWEST WALNUT AVENUE PER RECORD OF PARCEL I /I?'✓/GN I � \ ---- SURVEY FILED IN 'WASHINGTON COUNTY UNDER P.S. 10221. Z ? p n - F//✓/.ff/ FL OOE .i 20.3" [oOF pE/C N Q 1 4 1 I s 5M 1 E[E✓ -QN /SB 64 I AREA: _ �. N L/GMT .I NO J/6N 9 /",t�r.I/NG 1 SITE CONTAINS 37,104 SQUARE FEET OR 0.8518 ACRES. 1. ► 1 , lae 1 e� I_ I'VALL `') �1 1` SUBSTRUCTURES: F D ,.]t ,4 1 q y a q0 1, 4 I vL + I 1 • BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD .`LAPS URNISHE W w c { Z o � + e I 1 I 5 0b � 161 BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES L')CATED IN THF. Z b r B F U-L2c>0 C- O / I /eq FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF ThISE RECORDS. W C n 1 w� �► q° `9 l B, 00o GAt- ; _ ' / rA/E b t� FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS (.?.`_'"ICAL TO Ir�] �� /ILANTi►!• y N (w Z DESIGN CONTACT THE UTILITY OWNER/AGENCY. W d d' � p 1 ` p.i 8 - � • ,e E��.�c.ae.. F/GL. Ie b�O 11 ." �4 1 r --�_ _�e � _•--r----. e110 CbNceErE � � " >_ •r 0 %1� 11 ' I I� 111�. evJNPres �1 '�_//�� U DESCRIPTION: V/ rJ O _ suoEC, vwL. e, � � PARCEL I- D 1C F AY � s NnLG a _z I THE SOUTHERLY ONE-HALF OF THE SOUTHERLY ONE-HALF OF TRACT 8, NORTH MM �! v iJ v t�NLE�40BG 1, 11 TIGARDVILLE AMENDED, EXCEPTING THEREFROM THAT PORTION THEREOFCONVEYEW k r y i0, 000 C,A4, , 0 21 RECORDED FEBRUARY 28, 1940,To THE STATE OF IN BOOK187,HW AGE PURPOSES 481 SEWASHINGTON I,i 1 I c` � CD O f w/Cly j19 +�k +fib --- — +9I-- t1, -- ♦ COUNTY, OREGON DEED RECORDS. 1 d IV 1q / 111 111 1, - 11� (0'"it 30 ' OU/LO/nJG SETdAGr�1b Iib G4TCl/ B I+r/N (� tw 1 j 1 to a PARCEL II: Z IB ,//M /Y. •////J THE NORTHEASTERLY UNE-HALF OF THE SOUTHWESTERLY UNE-HALF OF LOT OR o N It �� le I + r 111 '� /Nr EL •//o.4S 1 v Iu � TRACT 8, IN NORTH TICARDVILLE ADDITION AS THE SAME :.OT OR TRACT 8 0� APPEARS ON THE ORIGINAL AND THE AMENDED PLAT OF SAID ADDITION IN 1 W r�sd...Es 1 1 THE PUBLIC RECORDS OF THE COUNTY OF WASHINGTON AND STATE OF 1 V OREGON, AND AS BOUNDED ON THE NORTH BY THAT TRACT CONVEYED TO LEICESTER B. ATKINS, ET UX, BY DEED RECORDED IN BOOK 157, PAGE CQLd�N k 1 1� 588 DEED RECORDS. EXCEPTING TfiF. EASTERLY 128 FEET OF THE ABOVE i4SPM,.I,[ T to DESCkiC JS NORCHWFSTERLYUPLINE OF TOTY TO E C TATE FIi�HWAY LIE DRAWN PARALLEL TO THE W � I PARCEL M z ( W COn/C.eE rt Gr NOPr ,1 /o P.GaPO SE0 E'o 4 a P.►o O/EtQN.ING b q .� W lu W/OEtil.'NG. b TEtEA�rdOAd t > 4 11b 3DB' 00 FL95 00 r L700 L/GOVT• +yt✓ 1+51 b+� /� +� ,y + GAJ conJG.^ 4/1 PARCEL III: l 9• 11 1 1 I e/r; THP. EASTERLY 128 FEET OF THE FOLLOWING DESCRIBED PROPERTY, COUNTY 3 1� a9 ,ur 11 1 , �XANO Dp 5 l 0 TL►ST NOLf '� \ OF WASHINGTON AND STATE OF OREGON: 0 I'; 1 r 1 MoB/L. s/GrV L�" I� 1 oei/.v /w.csr L �E�iEiMCs Ao/tiJT \ ^ l S'SLOPE ESM'T. /n/✓ EtEr' //t.t L 1.40 �I.3 Ze r THE TRACT08THENStrRLY)RTH IfNE;ARD ILLS ADDIIION AS SOUTHWESTERLY-HALF OF THE ESAME LOTFORFTRACTLOT 08 Z W M J J Q u ,eECGIEI�/�tJG /nJ �9 00� .�!'r.1¢, 3 1 1 o I S.IN/TiI!'Y SfrvfL f"con.rRCrc cvee 1 PAGE S.SG A�/L) 6aGC 334 ,cx,E,VF`.,e APPEARS I THF. ORIGINAL AND CO AMENDED PLAT OF SAID ADDITION IN I / n ►p O•f r"W O 11 �Y 1u PAGE lit.?. Na�c �6• THE PUBLIC RECORDS OF THE COUNTY OF WASHINGTON AND STATE OF ( w �_ I ,e%H EL�I //i.of s OREGON ANI) AS BOUNDED ON THE NORTH BY THAT TRACT CONVEYED TO rJ i', 1 a �t Otil Z•40 1\ ilESTiCJGT wo E1 -r -- -- - -- /ti✓ c«r. =i�►n o7 o _ y I h Te.IFF/C 'O �- /�.�F1T� AGGt'33 N / , „ fL�o L,G�y,� 0�,�/,V� �1, LEICESTER B. ATKINS, ET UX, BY DEED RECORDED IN BOOK 157, PAGE O �Z L L/GNTS TOP ,ever p� ✓At✓E �TYpJGAL.) h /9,5. lez �'ivar> s,Q� ,ZS �0 588, DEED RECORDS. ELQY�•/Sl.:: eE3T�/GTEO rO c•+tslJ - 1 � _ W 1 G.IS r.It✓E - _ __-...__ -- - 1 / ------ - - --' "- ---- -" -- ---"-"- `� - -_ `� EXCEPTING THEREFROM THIS DEED, THAT PART OF THE ABOVE DESCRIBED D AGGE SS -- _ TAcr /.v E.I f� T I Q }- � / PON'E•e POLE 1 TRACT, HERETOFORE SOLD AND CONVEYED TO THE OREGON STATE HIGHWAY e- Z F-= 35'RIGHT 11 OF ACCESS - 13 01 , A w/aeuo/ 6 - 35 RIGHT I OF ACCESS T" __ _• COMMISSION. Q �� 11 1 '/I '� '\ /�• in:r 4e1 11 0 11 I/b ,e e� le _ ver It \ ce�ssn/z t r 01, J.S CdVC,�GTE /V.ILC 11 / \- Q '� : T'awE/ ' Z TZL, / JGt/I' 1 NOTE: THIS SUR'lEY WAS CONDUCTED PER THF. ABOVE DESCRIPTION, a-140715, W V) UV) d�� 7 OZ/✓E 1 FURNISHED BY TICOR TITLE INSURANCE COMPANY, REPORT NO. HEREON w O CO W N 0 - -- - - -- DATED NOVEMBER 3 1988. THE EASEMENTS SHOWN OR NOTED -y �_. t__--- •- --- �_ - Povrvr o� - __ _ ---- T r4cW /N /1 RELATE TO THIS roMMITMENT. C 90 S ORi✓E - - s — S/� l9EG.vvi�l4 a til os cats o -- - w --- 3uwtYo�e• e c.vc / 1 e pl 1 eb 6� '� 10 1� ff e 1 1 I �,I 1�If ,,. ` II,b1 L .. 4t r 0, a I 1 I - -- - -- CERTIFICATION: w Z �' t.ITZ.w e�.LS/.t/._ \ � sce,orw I tr 1 110# ,. i { 11 --- ANY. _Z b __ Jaf �ltotOJ I d cavi Al,�a�r - _-_ ---�ss - - ---- - - - -- SS - _-- -_-______ . __,_ G - --_-__�---_ -- TO SOHIO OIL C�mvANY AND TI CI'R 'TITLE INSURANCE COMP z (a tl.M. lEFitENG� pinmaT � ♦� =3 OZ I/n/ ;NLE T t I _ v)0 CgTLN eAlr//y' _ r ST/II.ET d i/✓ CvZI str rACK ,N �t.lc THI5 IS 'f0 CERTIFY THAT THIS MAP OR PLAT AND :HE SURVEY ON WHICH � Q _ ') I\ G CATC GL. /d 7 t0 ` r _ LJG�/T 1 ELlI'= /I!Ot nti o oF�sE r. IT It; BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DE TAIL (/� 1-4 _s.e.v/ra Pr SG we,� G'eATE /X• •//7.ss t i 6 snr;vE ,� to V M,INf/CILE Ivo EL //�j'/IEOo /�/rFPr E''z /Ad. t0 I �_ __`_ REQUIREMENTS FOR ALTA/AGSM LAND TITLE SURVEYS, JOINTLY (� 3� Z/M ELE"A' /sI �Z I ^^/A/0 &rA fJFJ 91040S ESTABLISHED AND ADOPTED BY. ALTA AND AGSM IN 1986; AND MEETS THE I y /N✓ EL (W/• /79.*7 /N✓ EL �J e//f/3 ui i ACCURACY REQUIREMENTS RCv I [ [ Y, AS DEFINED THEREIN. Q �O {% /n/✓. EL lsJ / 7f. �tLr) o ,� �'ROFE;5JVNAL 0 n" = Q~ /N✓. EL(NJ •/rs. /7 a I I !n N ,M �,s 1 �� w 4 LAND URV 'U J --- m V U_W f- J M � I o I s ' Q LL F-N Dt I Q Z C \ _ ANE s,e s� , -- REGISTRATION N0. 671 ..L.. v.. v1 L/6NFf (9I • h - W - - -- - - — w n I 1F- i% > i0 ST,QT,E Hwy 9.9 IAV _ N r D e3 W / 8 THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE "TAKE NO W 1 e1 / I/o 111 I11 ♦ 11� D51 y��' � Ibk U 141 ,, OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED. Z F- �G�>c70 ASf�Y+//LT sTPEET) \` rvf tnc:•E Q 0 - - -- -- - - - -1 - ----- Z G. J _ l S . Y T.�.IFFJC L/GNTS I � S. " � �5•�✓ t�O~� t•,� :j L. 1/4LNT 3 f w g. Z _ 11038 \ tA�E 3>araE / 2/,may c4rc// "51 v 1+ J T ALH csrcU a4s/.v f r of RE�oto1 . , \ ` ✓ , /wvO.er e�L =/aT s� 1 10 1 - 26-8 ePOPor tocArio•v of /r" swwrvw W.4�,l, b _.. . __. 1 p o s 10 2v ".,, 1 ti _ �� 16 t/`6•A % �,w y��1t° I- - -- - 88 341 . 29 11,,! 7LAl0 4.j•�' Co,vc. uAe,,IE —4-1 le ,e5� o,s 'co�.ic. .,: - 11 I� 1 1�� - ------ ------._.--.__-__- /�v )1ft, i GVY '- �'_'O'_ t rtA, / 4vr - ( IN FEET) MOBIL NO. 10 K Y 5 �� ~ `'ro`"" I Awe Pewee A"Zzr 1 INCH= l 0 F T ^ /f 7 GOtiC w aL A( M' t i ' f • I .- - "'�if1i` Illlilllill'I'IIIIFI i 1�111I111'Illll'IIIIIIIIi1111I111�ylIjibI Ill IIlItI11111 �I ,1 111 IIIIIIII111I11r1111111111111111111111IIIIIIIIi1111111111f111111 ►III�IIIFIII111111,IIIFI1111111.' , r. .. FATE; IF THIS MICROFILMED 2 3 4 -_5 6 7 8 9 10 q DRAWING IS LESS CLEAR THAN THIS NOTICY; 11 IS D(F TD Df QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z L7. 92 SZ tZ EZ ZZ IZ OIE 61 81 LI 91 51 MI CI ZI 11 01 6 9 L 9 S p b E _ Z IN"'" - dl1II1N11111I1111111111111111N1�N111111{1H{11H11�1111�1111111111ik1It411t1H11�1111111�1(NIIINHIu�1N111111�11rIIIDllllllllll1111111111111!I111411111111111111111111�II1111111�111111U1�111111111�1U1111�(IIIIIII111111III1111111IIIII�IulI11D1111�1i111Ui 11�JY�111111111�1111111�1�111 FEBRUARY � 1992 ' 1 --- EXISTING ADJACENT BLDG -,, = EXISTING 6' WOOD FENCE EXISTING BOARD FENCE TO REMAIN - �- -__ ---_-- 1_0" -- --- _DATA:. --- 1 1 TO REMAIN \ k _wry __- ---- 26 '�h 9 7`32 e �ty� n 1 _.__----- o N _39'53'00=E _X__ �--�- �2' _ k +, 4a' o _---�c - - - - ,�' B U I LD l N G S_ 1 �1� �' ` 1 I _ __---- - ti =o + 10 NEW M-1 200-SD-2-H SALES BUILDING 8' i-1 6'-Ow -_- WOOD FENCE o ` - I lee t WOOD �. ------ TO REMAIN - - CA - 011 + - INSTALL NEW 1 19 6' EXISTING o FENCE - - NEW M-3620 LT C R WASH - _ � 1 � � ��---_--------'- RIM[85.74- 1 1 AREA-- - % VAC - - /" NDSCAPE YD.LT. 11 CATCH 1 3-VENT AIR --- 0. 25 R. INSTALL ALL ELECTRICAL AND PHONE SERVICE - 1 _ ---`_- - - BASIN C.O.-� 18 19 1 ---- .� ---- - CONC. - - -- RISERS � UNDERGROUND TO ALL BUILDINGS X32'3 '30" o e �= -- CURB `:J ti �dE ------ 0ti® ° 1 e°' CONC. q° VAC -"� C _84� Ll, C) eh ?� 201 BLDG. SET�Ack - -__q-- ,�' CANOPY + CUR -� .. ea.aa ^qp' - -__ ---- - - - -- NEW M-43'X 123'-H8-19-1200 CANOPY. 1• 33'R. ---- - - -- - -- - - - 1 .� TOP OF FOUNDATION - [es:i7] 1 \ 0 1 ��4TM - CL OF DRAINS - 1 Z ; . . . . . - _RUEIEN- l--- - - - v+ 1 -4�Pf RKING SPACES . .�_ - - ENCLOSURE __ •'� ' - ASPHALT PAVING .------- ¢ �c•o ,;:-r ElO1TOM OF FASCIf /CAPfTAL - tosat CH W GATES 1 v AT. go)( 18' CA ;-'r � -� .'.....:..i..;.•. . . . ...;... W/GATES \ 1 N 1 I, tt II [ CUR© ► AN'r;.:�� DISpF�J RS 151-AND TREATMENT: r3a.,��]t- - SE - � __-I_ -N----- - ENT: 1 \ x YD.LT. I It I ::;:-'.' ;:•:•:•'•'•' \ INSTALL 3-12,000 GALLON FIBER-!t1SS PRODUCT 1 1 ` 1 - .5ta] 1 1 1� TANKS WITH SUBMERGED PUMPS. PRODUCT ;i�^ VENT 1 _ t 1 � 1 1 5'R. -20'R. LINES TO 9E 2" DIA. GLASS FIBER PIPE. SEE DRAWING t 19� ti t 0 ti 0 k 11, Ln a 15R-SWT (DOUBLE WALL PIPING). "b' ,d►' 1�+' ,0� �� n 11 [ 86.72 •�' o [po.7s ' + wit + + 5 + + } -� 4 11 19 11 t d` T TOP OF PRODUCT TANKS - [e4.2�-] 1 - _ \ ?� VENT RISERS _0 EXTEND A MIN. OF 12'-6" ABOVE + { ee�as_-] CONC. -' FINISH GRADE. `cc VO. CURB �i CURB t 1 v t 3--12,000 GAL. Ilv - 1 ,_go.55 7 YG.LT. .-.� INSTALL 6 MULTIPLE PRODUCT DISPENSERS 1 �,� `��o��t 5 I 6 _ �- FIBERGLASS [ 88.88 _ + ur WITH ISLANDS. SEE DRAWING 13-RG. t j- 5 �\ 11 W N 1 p ,1 PRODUCT TANKS II } w I MOVE P.P. °'-, - ASPHALT PAVING Cott I O i O 5 c.o. ��-' `D $, INSTALL STAGE II VAPOR RECOVERY SYSTEM. SEE DRAWING O, C3 > ( > ?� - Cyy._ _ _ - - - - ._ CW - - -� ` DiPat 1 �,,,� 1 15R-S2VR-G/W. 1 + - -+ _+-- +--- -+ ---- -+ 1 I [ 88,28 ! tl I c.o. + e�.az -� �CrV` 1 k F1N.f L_EL , Q' -+,, 1I �e.g5 • �" ARD & DRIVE: ttt It C.O. s" 0 a s 1 t tl �e 1 i I °S D's. '"vC,� Cw` 1 TERMINATE ^0 , o r� _ SEE DWG. 16 FOR INSTALLATION DETAILS OF ITEMS t n deo cornU, y�' . i ,b►� i �ee� --v ?P .01h ,epe WATER LINE M 1 ro SHG�1N THUS -O. 1 I 0 W/ HOSE BIBB t vo + + It I 0 } ® 1 + } � ` + » t 11 t I i ,X f1- �� `'cw 0 ' TANK. PAD TO BE 8 THICK CONCRETE WITH 0 4'-0"- 1 - � STUB FOA 1t` 1 \ �, C) - Z 8_� ^ .0 r`1 6X6 -- W2.9 X W2.9 WELDED WIRE FABRIC. y \� ° ^Z Q IN ALL 6"PVC-1 aD n �3_`� 1 �C`N' FUTURE 1 [po.50.� I e ( v) '�-� N ISLAND PAD TO BE 6 THICK CONCRETE WITH E.O.P, w j cr Q ¢ a SAN. SEW. x c.n 1 0, 1 0 �z IL ^� tie }► CAR WASH �, -, 0 < 6X6 - W2.9 X W2.9 WELDED WIRE FABRIC. t - - - -- - _+ i�j - 0 0 . [ace J a ,• c, 5'R. [oo_os '► t - I w --- --- -- - - -- -- - -- - _. - - -- - _MIN I.E.= i - -f.- �- - - - - ,o 10 1 ©ENCHI\,IARK '`� I t z I w I -� 184.97 - '� -1 �- _ - - - ` �+-` r PARD PAVING TO BE ASPHALT TYPE 'A". ELEV.= I40.63 \, 1 \c�,. + �.5� APPROACHES TO BE 8" THICK CONCRETE WITH I.E. UNKNOWN -- ------- -- -- I 04 O L`- �./ 13 - 6X6 - W2.9 X W2.9 WELDED WIRE FABRIC. l t CONTRACTOR TO 1 t EXISTING W.M. ` 1,` VERIFY PRIOR TO' 1 I �O Q BENCHMARK; 't7" IN CURB ALONG NORTHERLY SIDE OF a1 1 1� CONST. 6 i _ PRODUCT�I 8 - l' II 8aot7 13 COPY REMOVE EXIST BLDG' & CANOPY 1 S.W. WALNUT A�.'ENUE LOCATED EASTERLY FROM h �- -CW -- W"�� LINES -CW '� r �e, Cee.at] OU'TUNE 5 [�3] 1 _- 4 NORTHWESTERN-MOST CORNER OF SITE APPROXIMATELY �r �. - � +,ems' - "� °� 1+ . . . ,�� e6 ya 0�_Tlw f» ee� 1 i .. . . . . . . - - _ - - -- - J'�- Lee,ee] ry 87.05- 66 FEET EX�S% �,o -- Cn :• i EXISTING ELEVATIONS SHOWN +000.00 UN UI tl t � RECOVERY � •.• � '^ E� REMOVE EX ST. - SAN SEW � �', z ONNE T TO 19 1 FINISH ELEVATION SHOWN + C_� G 4" 7 tc.o. LINE BLDG. & F UND. 6 C.o. II 1 EX1S�1N o EXISTING SEV'�E t s T/I } SALES BLDG 4 ,, ADD 100.00 'TO ALL FINISH ELEVATIONS TO I I � �. ' � s 1 X n p! R [.; � �� FIN.FLEL- Tl�._ R YD.LT. 1 OBTAIN BENCH MARK DATUM. Lh 11 w 1 4 u i t L 88.E ] , [��.ot- u + cn 11 CON-. Q tt t 1 1 11` NOTES: iL ! CURB g tt I I I I - - -' - I 1 ` III! 11 cn i t 3 •I ti11 /ho i CO. L »P -1 i 11 1 REMOVE ALL ABOVE AND BELOW GRADE STRUCTURES Z I > t _-_7 I T �, 1 til 1 FROM CONSTRUCTION SITE UNLESS NOTED OTHERWISE. 1 ai > T1�._ ee ,A� 1 a �6 0��' 1) GENERAL CONTRACTOR TO GRADE LANDSCAPE AREAS TO �e I `� I AIR I I- lip REMOVE, EXIST. » , I G" \I roe 1 {D ttl I -{- 1 I I cn -I- RETAINIM ' WALL 6 BELOW FINISH GRADE. OWNER WILL LANDSCAPE. 5 0l 2) GENERAL CONTRACTOR TO PAINT PARKING STRIPES. I IT/I z' _ ern] i L __ __ .___ ___ _ I- - - - - - _ - _ -_ _-_ __ II 3) TIE NEW 6"PVC-1 SANITARY' SEWER INTO EXISTING N o wi J in - s 1 i s Sys S BUILDING SANITARY LATERAL. Y o YD.LTA R L T i �-1 I Z I o 15 u REXITE 7 Ce'�} u u C•o' -7.67 I u 5 �I a 4) TIE NEW 6"PVC-1 STORM SEWER INTO EXISTING FQ' I 19 I i STORM SEWER LATERAL I I � TA KS 1 _ L -- -- ----- -- - _ __ _ __ ------ --- - ----- ----- ----� ---- - - --- ----------------------------------------- ----- -- - 50 BLDG. SETBACK LINE / 1 ' 6 6 L?e2 ] L7:a 6 �z 11 1� 5) REMOVE OR RELOCATE EXISTING POWER AND TELEPHONE z `�`= i5 1\ i 87.58 I 87.88 e� � v 8 e�' II r ,Z POLES PER OWNERS FIELD ENGINEER. 0:5� 0y r rn �- _�_ - =r _-_- - ICS 6) REMOVE EXISTING BUILDING W/ FOUNDATION, vt c�vt I [88:28] I �_ - - - ----= [ee ee r� 1 a CANOPY AND ISLANDS. CL o-+ I I I I I 4 1 10 C) f I v 7 REMOVE EXISTING TANKS BACKFILL AND REPAY n ,�fP +� I I + I 6" ST PVC-1 I + 6' ST PVC-1 + ,° o, !y ) E Of �vl o ` 1 i I I 1 I I --------- �0^_----� I kl , �� TO MEET EXISTING FINISH GRADE. _ ofcp ' 11 0 8) SEE. BUILDING DRAWINGS FOR o I v s I II I I I 1 1\ 1 EXACT LOCATION FOR BUILDING DRAIN. .1 I of I I I I I ---------- --------� I 11 Iw ao ►- I �� i� 1 I 1 1 125'-0" 0. 0. COHC. ISLAND PAD 1�7 9) FOR RETAINING WALL Dc TAILS SEE DWG. 19 SHORT. < Z, PL11 -i--- �--- 1 1 ! CONC. I1 1 0of ` I I �� - - ASPHALT PAVING - a.I I I CURB �; o; --REMOVE EXIST. CANOPY, UNDERGROUND 11 -- i c' I �ti5 1y. I ISLANDS & FOUND. -- rya IRRIGATION �� 45'R. ,e' ,0 SYSTEM (TYP.) P OIL II CON-. + PHONE + II t i 87a� I -- 84.85 - t CURB i 11 1 _ ETAI�. MARKETING It + YD.LT. �, 19 11 DESIGN j4ND ENGINEERING DIST. 6'x6' 13R-23' o + ��-- -------- ---` + ID SIGN TO REM/UN I -19 - 1 I REMOVE EXISTING CB c L QI r 6 ----'� I r /__,_�LANDSCAPE ARE4-s`--��' AND LEAD.-----, 200 PUBLIC SQUARE H PL CLEVELAND, OHIO 44114 PL I •�- INSTALL CON-. CURB W SIDEWALK 22 R. 88.80 I , 1 11 HANDICAP / I 15 PLOT P c It RAMP ' ` TO MATCH EXIST. --------- � I 1 ttt ; �_ L _ � _ - L 111111 TRENCH RAIN 1 < �, t111 �. _... _ _ltt . _ - _,___-:___-- - - -------- _--;---1"__.._------ _ ` _ ` - - _ __-__ EVV R/W LINE 45 FROM ROADWAY - _ IIIIIIilllllll IDI -- 2Q R_'� _ PACIFIC HWY Bc WALNUT ►T1TI I I I I I l l f l l l l l l l l l l l l l 1111111 I1 Nt / I EXIST SIDEWALK + �� EXIST. R/W L.INE& �83;74�I I I e3•�� \� . - TIGAR� OR C GRATE= 1 B7.40--��\ I ° �� S 455'25'30" W ti 1 d5.42'�\ cc �� - - - INV.- i 66.20 i _-... \L -- - ^-- -- - --------------��- --4--- ---- -- -�Q-- --- ------ --- �1__ ^�6 - -- ` --8 S-RCP 1 - - - -=-_- + ---------- ------- ---E-X - -------------- ----------- -----__+----__-__�`__---__= �______-_______-`�__-'��__=______________ _-_____- --�-_ ,. - C --- - - _ _ - - - - - - - - -� -f-- - - = �C- DWG. NO 36-067 1 1038 REV. . 4 • 1 � REMOVE IST. CURB ��-- REMOVE EXIST. CURB SIDEWALK & APPROACH I [az,e4] a� SCALE: 1"=10'-0" _ MADE BY: DRC _ c 8"" S-CT -- - -- i - - - - -- 8"" S-CT SIDEWALK APPROACH _* �G - - _ _ •" _�__ DATE: _09--11-89 - G --- - ---_ --- _� REVISIONS ----- -- CHECKED-DATE E H DWN CKD t GRATE= 187.73 - t INV. N - 185.98 COL. 40 0 CONI,. APPROACH 10' -0" �r �m/}ess��wrc,.�u-PA&o �-- '-- ( ) - 1_ " _�•._91fw.1`G.L�YL'..QL. -•- -•••- .rl _ INV. S = 184.92 5' 0' {� - - -i - - -- INV. E = 184.83 L. - - �' -•�-- I , _� __ V V V Y _T � 1 � \ v � v / /- SEE iJNECT TO PROPOSED C.B.PERMIT Nc?. BUP9100'7'4 `�6 OF 51 FRONTAGE IMPROVEMENT -- ---- PLANS wool ---•wwr. v w_Y. . . -ft . . ISI I I I111111k � 11111111111 I I I II,`I I I III i i ! I I I I I P I I I rrI l Ir11 I ! 1 ! 1 1 11 I I., .1 I I -I . �_.. : . t i t I S I I l l l l 1 f 11 1 1 1 �► I I ( I I I l l i l ( l l l l l I r r I r 1 111 r r 1 i I tl1 111 11i 1111►Ir 111 11) � � Y low -r- ` � 2 3 4 5 6 7 8 9 110 11 12 -'�ra+rwr,.. .� . :N,,..- •,;> t•:_ _ NOTE: IF THIS MICROFILMED --- _ -----tea - ----- ------ - , DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. Of. RZ 82 LZ 92 SZ tiZ EZ ZZ IZ 0?, 61 91 L.I 91 SI b1 EI ZI II 0! 6 9 L 9 S b -E Z 1alis.1 �1lIlnllnnlunlnnluullurllullulaulllu!lIIIt?�hm�tnalu»�u��Irrulrrlllnnllulllnlluil�ilnlulllnnl1l1111n1luullnlllnlllrl�II111111nII1111It111IIIIlII1lIIIIILIIIIIIIIIlI1111IIIIlI1�11I1f��lllnulnnluuluul!!lIIIW�IIIUlllilll�llUllll!lllllllllWIIIH FEBRUARY 28 �. 9 92 1 1 1 • -EXIST E.P. '- 1 INSTALL BARRICADE --- -�—� 1 -J- 1 2+19.59 END CURB AND SIDEWALK - _ -- - - ' T_ v - G -� - _- - -i- 1 Tbp 190 iODW- - - - 1 - - - 4- Ilk - 1 _ Z2 1 1 fjEl � --+•- - 1 18 r._-- - . _. _ __ -- --rt7 `7gV0 RE LACE WCrH v _...T OJ _- -.. - - 4__ J yf - 1 -•- --- -— .. � _ _. __. ._.._ _ '�.:- � _r ---7• - HCl � r"— * '-' —_-i..'_ -_•,'1.— --I_ 44 1 Ci.I✓ � '1" T'" lee - _. _... _. - ..__�: __r _._ _ .:..�.. � � CURB - - � r- ----1---•---- - -- -r------- ---._......fi.::_�� ._ M_... :ar.._..:�.._�.:._... ._.. ._:C:..�.: . _ .._..- - --._._� .._-_ - --�•- --- t-- -�-_ - ----- -- -�- -� r....:. _. --T_ _•� �� 0 SMD E 6R t 184 ---�--- 53 b IN IW - .. . . _._ --.. - _ .. --► - -- -- - Y --_ - - - 1 r._... _-_ • - ----�- --- - -- _•.-.. _.._..+ _. _ O+SO 1100 1+50 Z+00 2+50 N M SS BLDG S.W. WALNUT AVENUE t 1 • • PROFILE 1'=20' HORIZ. 1'=?' VERT. , 1 CAR WASH R # 1 � C .. tai • • I " 1 1 1, REMOVE EXISTING,11 \ RE NEURO +�'• (- DROP CURB UNE 11 CURB DATA I a 1 •'• k'.- - C `AND REPLACE n WITH STD CURB 1,1 1 .j1Lg9PT` R=40' MIL Ot. 99�6 �I L-76d58' 11 d •*WA i i t L=53.73' 1=31.80' OU 1 �'U 1 " n K • ' M 1 w O ♦ IJ NNX_ _ _ ♦ ` �j• m 1 1INSTALL C.B �� go + ? � a 1 I IE-184.94 `' w ] T�� ' RIM- 187.81 PL ' P_ O - �� u, " AV (� L �---l--r-- r--EXISTING CURB AND SIDEWALK iO u � 2 LF 10' CCP-- ,-- --—-- - REMOVE EXISTING PI �a � l►' � � \ 1 S= 0.57 DROP CURB UNE �� `ter-TC= 181.73' • 1 \ . AND REPLACE \� Q r` -- - --__--------- E WITH STD CURB/' �--�-- EXISTING STORM DRAIN C.B. CL - REM01'� EXIST. C.B. ` r -- INSTALL 10" C.C.P. S=2.441111` -RIM= 179.96 REMOVE EXISTING \ 2+10 INSTALL C.B. It r_--� �IOPREP AB E INE RIM= IE=180.05 I INV= 177.46 AND`LIE 184.831 \1- - wITH sTD cuRe i 153.02 �� VICINITY MAP 2 o ---------- ;- --- ------- CL-- - s' -----,Q ----- -- ----- ._.. --- -----------------------+---- CL ----------------------------- P ^ 9= 1 F= I C \/N Y S -r^ T E H VV Y 1D 9 \A/> NOTE: I 1 . ALL CONSTRUCTION SHALL BE IN PLAN OF R.O.W. IMPROVEMENTS ACCORDANCE WITH THE CITY OF SCALF- 1'- 20'—d' TIGARD AND OREGON STATE IN TYPE •A" HIGHWAY STANDARDS �b�lBVE EXISTING 6' 0- II ' 0" tl 1 BP OIL 2.5% MIN. ! EXISTING PAVEMENT COO r- - - - - - - - 18 --- 1- --{--- - -- �- - - +=_ --. -�____ - --_ --- - -_ _ Y -- _�-�_-- _- _ ___==�.`. _�-_� _ --+-._-_. ._.__ t---•---••-� �� RETAIL MARKETING DESIGN A N ENGINEERING -.-- - -- -- _ _..__.._.._ _ ._.__.. _._._...- __-- _-- -.-- -- -._--. �. _..._- __-- --•_-... ______. � P C S DARE —. - _- -_ _-_._ -.__ - _ ____ _, __�_r - a" A.C. PAVING CLEVELAND, IOHIQ 44114 12" BASEROCK 186 - •�_--- --- --- . _._ _. -._ _._. ---.- --_ _ __ _. .----- -- � -- � ..-- ---___. _.__�... --�-• -- HARKER E N G _ •- � --- - - -:- - - --t- PACIFIC HIGHWAY Y - I HWAY _ __ _ T- - 1 ' -0* VANCOUVER, WA. 98665 184 ___. — �__.�.—_W. ___ __-• --� _.__. . _ _ -__ -_ _ _ -�- --$- (2 0 6) 573-3113 ----t----- VARIES _ - _ --- 182 5 . OFWAY IMPROVEMENTS ------ ---� - -- Loil --�- _ - 12S.W. PACIFIC825 HIGHWAY __. _+ �� G-� - - `O 1,5% MIN. EXISTING PAVEMENT _ - �__ ---- -- ,i • • TI GAR D, OREGON 180 ---4+ -- _ - ----- - - — _` - — �-;-�-- - --1--- \ 4' A.C. PAVING �E9 Of �- _ - t-- `�'"F DWG. NO. 36-•067-- 11038PA2 REV. 1 10 B A S E R OC K -- ----- -- -- --- --_ _._. — __ - - - -- -- - ----- - -- - + '20' �' _ MADE BY: AN _ -4=4D___ �� , ATE: 12-91 CHECKED BY: _ � 1 ��" Jr REVISIONS TAD E D CKD 0+50 1+00 1+50 2+00 2+50 3+00ISp •;rOR�`•�■. 3+50 _WALNUT AVE . ( TYPO ) P'30, - SCALE: 1 '4" - I ' -Q'PACIFIC HIGHWAY -- --- 1'•s20' HORIZ. 1'�2' VERT. HUP9lC'U74 PROFILE PEI:-.' ! NO .. - 038PA2 •y .. .. , + � '.r_._-• ::..... I _ «+wr+�M. nw- +..,+s.-�Ali/tie'.1 Z_ 1 - r -"."� .....T'� - ' 1 110' tll Ill 111 111 111 It 1 I ,I 1 I 1 'I I I I ( I 1 I ) 1 1 {�'I III I�i f� Ilf II III Ilt III f� +ll III 111 III II III 111 III III III tll III ill (ll III Ilt III Ilt SII III �! I V I I I I� I ' I ' ilI ' I ' lllllil ' I ( < < I • I I .I ( I ( I I I �' ( l l l l ( l II NOTE: IF THIS MICROFILMED I 2 -3 - �- J d 7 g 9 10 I I 12 - DRAWING IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE TO QUALITY OF THE ORIGINAL � . . ---DRAWING. OE 6Z 9?. LZ 92 SZ v2 EZ ?Z IZ OIZ 61 81 LI 91 SI bl El1 ZI II 01 6 9 L 9 SI----r 1• E 2 1 rllllulinuluulnulnnlunl+nrllnl�;lullullllttllllll�lu��la.all�ldnu�lullnllltttl�Nllllulltt+IluUtuu�llul',1111u1111�Iu1111111uIIlIUfIIIIlIII11III1LIIlUII111IIIIlIIIIlI1�11IIW:L1)Illrll'.lunllullllnll,. ''�tIWA11iUIIIIIIIIIIIWIIllIIIIIIIIIIIIIIWIIIH ' EBRUARY 2 1992 I r (� GREEN TT'� 3 I - NEON L'GH'' STR:P SILVER i ��- SILVER SILVER 130- 61' PANT CURBS DARK G:EY TYRCAL 6" T FRONT ELEVrATION SEE PLOT PLAN FOR ACTUAL LCCA !CN OF CANOPY SIGNAGE � A f I i� DK LJ MESSAGE I GREEN �1 MESSAGE - ----- Pa, .ICE GREEN I _ I I � GRE"'V 1I PRICE SILVER 9 I I - I PRICE -- 5:LVER ,, oaol GREENZI GREEN II �I VN E��\�,/1T� C�I PA, J ; C. �5 DARK G4 TY� CAL SIDE ELEVATION SILVER ---- DARK GREY — _� - SILVER DANK G BEY –,--- -- --- ___ BP OIL Ca . Car Wosh RETAIL MARKETING En#rcnc3--.), Enfrcnc. DESIGN AND ENGINEERING - - 200 PUBL:C SQUARE 13'-8" i SILVER CLEVELAND, ON'0 441, 14 - -_--- -_ -_ ---- -___ i SITEELE VAT OAR' GREY _--_---_. I PA j� C FIC HWY & WALNUT I , PAINT CURBS DARK GREY — DARK GREY DOCp - - TIGARD, OR co FRON ! ELEVATION TYPICALm ENTRANCE ELEVATION _DWG. No. : 36--06-.1- 110)38 IREV.: 1 a Si'w 10 -Cr_ FADE 8Y: DRC _DATE: 09- 1 1 -89CHECKED BY: E.H. R—S_ _ -- --- T T-�-r Ck kD _—_ — —_ - ---rte I y I�11•Itlllllllllll111IIIIIIIII111�1111`IIIt�IIIIIIII�IIIIIII,11tI11 ,IIIIIIIIIIIIIIiPIIIIIIIIIIIlI111�111III1I111IIIlI�IlIII11111Illltlilll111I111I111I111I111IIt1Il�l I 10 I I 12 2 3 4 5 6 7 8 9 - NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THE QUALITY OF TI-E ORIGINAL DRAW ING. n : 62' 9Z LZ 8Z SZ fZ EZ ZZ IZ OZ 61 91 LI 91 SI bl EI ZI I I 01 • • 'L 9 S b E Z 104@110 „i' / �r!IIIItIInIIInitlutllnulunittttlulllllllllllllltNltllt111tt1ratltut�iLit�t►illnlll►n1I1111IHtt�111tIH11ItI�tIIt11111IlItIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIINIIIIIIIIIiIII!ILII!!IIIIIIIIIL'1111111(UIIII�UIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlllllmlillllllllllllWl!�1111IlIIlIl111lIIlIII1N FEBRUARY 28 1992 241( �� --- MATERIAL SCHEDULE- NS = NEON SUPPLIER GC = BUILDING I ER GENERAL AL CON TRACTOR S - SUPPLIER 0 =_OWNER I = INSTALLER NO. DESCRIPTION — QTY. S I WHITEWAY "CIVIC" RECFSSED SMH SEE 1 FIXTURE 6 BM NOTE #JL-CC-400-SMH-MT-SS 4 FASCIA NEON TROUGH STRIP LIGHT JEFFERSON ELECTRIC, CATALOG 16-T3 NO.721 -451 , SECONDARY 5,000V. 16 BM BM 2 30MA. PRIMARY 120V. BALLASTTRANS- FOR EACH TROUGH SECTION. FORMERS INTERNALLY ILLUMINATED BRAND ai 3 LETTERS, JEFFERSON ELECTRIC CATALOG NO.721 -431, SECONDARYSEE 5 0 6000V. 60MA. PRIMARY 120V ` 0 NOTE —. r—��- — ----�L R EQUAL. 6 — -- ------ - - �_—_ 0 - _ - --- — t _----—� _— _�_—--*-- 5 6 _ LAMPS FOR ALL "CIVIC" FIXTURES BM�C_ 9 ® GC 1 71 1 A A 5 FIXTURE S_UPP09T ANGLES sa_ BM BM (66) I , 6 C-25 WHITEWAY CIVIC RECESSED . I DIRECTIONAL SMH FIXTURE C-25 #JL-CCD-400-SMH- MT-SS SEE 2 4 6 RED REMOVABLE ARROW ON LENS 28 BM I N OTE �. COVER FIXTURE TO INDICATE 4 �-�W �IfI WAti "CIVIC" RECESSED DIRECTIONAL DIRECTION OF LIGHT ON SMH FIXTURE'S #JL- CCD-400--SMH-MT-SS MONOCOLUMNS. r-- �L'_� j 7 NEON TUBES 2 PER TROUGH 0 NS TYP. � 8 B CESED SMH C-1 %C-2 C-6 C-10 �� FIXTURES #JLHOEAY VICC 400SSMH MT SS _ \ G) 0 I (1) 0 -�/ • SEE PLOT PLAN FOR ACTUAL NUMBER AND LOCATION OF BRAND LETTERS i �5 � �`_9 Z#\ NOTES IC-20 6 0 6, ®6� 1) C - # INDICATES PANEL AND CIRCUIT. SEE C 20 _ r < BUILDING ELECTRICAL DRAWINGS. (TYP 2) (2) VCONDUITS AND (1) 3/4" CONDUIT. (1) 1 SERVICING, DOWNLIGHTS,(1) 1"SERVICING 2 ® C-25 WHITEWAY "CIVIC" RECESSED DIRECTIONAL NEON FASCIA LETTERS AND SPREADERS. 3/4" SMS! FIXTURES #JL-CCU-400-SMH-MT-SS LEFT EMPTY,SFE CANOPY FOOTER DRAWING C- 25 FOR TIE IN LOCATION 5`; G.C. -- C-21 B 2 J 3) 1/2" CONDUIT DOW! TO SPREADER LIGHT BY (_ 2) / B.M. (TYPICAL AT EACH COLUMN). 4) LIGHT FIXTURES INSTALLED BY B.M. WIRE BY G.C. :111 7, -=---- - 5) SEALANT CAULKING FOR FIXTURES BY B-M. C- 24 6) BRAND LETTERS INSTALLED ON FASCIA BY G.C. WIRING TO TRANSFORMERS,LOCATIO., OF OUTLINE OF CANOPY FASCIA B - O ARANSBYRG C MERS AND WIRING TO BACK ROOM LSO 7) BUILDING MANUFACTUTER COVERS THE INSTALLATION � � NEON JRMEGOUGH YS1TEM FITH ER WIRING.lUSNG, ! 43__X123' CANOPY ELECTRICAL PLAN TRANSFORMERS. AND RANSORM G.C. TO SUPPLY POWER FROM STATION PANEL BOX TO EACH TRANSFORMER. ONE TRANSFORMER REQUIRED PER EACH SECTION OF FASCIA. 8) CENTER LIGHT IN DECK PAN NEAREST THE 6'•-6" DIMENSIO;� (F?OM CENTER OF COLUMN TO CENTER OF DECK PAN) SHOULD REMAIN SAME LOCATION AS CURRENT CANOPIES. CANOPY I.D. LETTERS WITH 120V. PRIMARY POWER i 60MA. TRANSFORMER (EACH LETTER). ' SOURCE I � i -o 30 LLCATION FOR NEON TRANSFORMERS + 4 (TYP AND BRAND LETTER FIXTURES. � TRANSFORMERS TO BE MOUNTED ---^ OUTSIDE OF FASCIA FLASHING. _-- i f EXTEND FLEXIBLE CONDUIT TO { TRANSFORMERS. ROUTE FLEXIBLE I _ - — - --- - - ------ CONDUIT UNDER FLASHING. DO NOT PUNTURE HOLES IN BFLASHING. P OIL 1 — - L -- - - r-- \ RETAIL MARKETING (TYP.) DESIGN AND ENGINEERING I ( \ 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 NEON PK HOUSING 43 x 123 CANOPY SECTON " A - A " ELECTRICAL CNI SrE_ CTION - I L I GH T FI XTU R E BLJ LL\�'� OSE FASCIA PLAN x DWG. NO. . 7-- 43x 12.3C,8- 19 BEV. : 6 (DIRECTIONAL AND NON-DIRECTIONAL LIGHT FIXTURES) SCALE: NO SCALE (FI TMADE BY: G.P.J. DATE: 2 26189__ __( CHECKED BY: REVISIONS 1 DATE DWN CKD se �� 2?o40_.___ CPO S_ 1[D tN�CtKYN:. Hr�t1p.E5� YINSIONS -- f ¢REvrSED.RX b NOTES 64 WWLWSC�EQUE e- PERMIT No . BUP` 101 j74 --- -- -- -- _ -- — r�Y „�� ' w � w.':a'iM'.- _•.� ...-moi+►. . ' „ , `---- - I I I I.. I I _ ! .. _ r..a.^,. � . i►.�:_r.:�. ."�"-.-..-,...4.y.�,'_..M -w.r ._ 'aNM„rme. ...,. ...rw..+ciw.wi.n...."rru►w.�7RN,xwn....n.n. .',.._...+.'_, .a.,.. ;�� 111t' 1111111 1'11'Ij, ,I, 111.'1111111111 11,1,1, ,111111!IIIlSI,II�lI111�II��111l11��111111t11j1lII,I,IIIIIII,11l111I111l111�,II�'11III,I,111,11��I,I,11111,1111Ir111,11l11,11111111I,t11,11 - Emil In .•� I_ h - NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 0 I I 12- - DRAWING IS LESS CLEAR THAN �• THIS NOTICE, IT 1S DUE TO THF QUALITY OF THE ORIGINAL DRAW J NG. —- ---- --- OE 6Z 9Z LZ 9Z SZ OZ EZ ?Z IZ OZ 61 191 LI 91 41 *1 EII 01 6 9 L 9 S b E Z 1'x•1'" ,. ��IIIIIIIInI111111111111nu1unln11111111111111IIIIIIIIIIInI1n11t��l,mluitlt,null,llullun�uu11n1In111t1nInI111111IIIIIIIIIIIIIlIII�IIIIIIIII�II1I1I1111IIIIlI11E1I111lIIIIIIIIIiIIIIIIIIIlIl11II1lu111111111111111!Intl1n1I111111u1IlWlnultulluu�lllUn111u11n1ItWl1n1 ' FEBRU .A Ry 28 19 92 2 3C MATERIAL SCHEDULE BM = BUILDING MANUFACTURER ---- ---- ---- 17> GC; = GENERAL CONTRACTOR l _ / 0 OW 4ER S - SUPPLIER I 1 , S, 4 COPJ[)IIIT -_SC SEPARATE CONTRACT I = INSTALLER 5) - ��j - --- ---- -- NO. DESCRIPTION —� QTY. S - G I e METER -- - - - - O 5t PE.ADER HAR -_------__________ --- - - - f Jr:T r'E%+KFR TO CANOPY COLUMN Y ___ -T _ 2 C T CABINET (!F REQIRED 1 VGC GC r \ 1 ;;0 S11,1I ADE_R HAP. EXISTS) ( ,1 3- CONDUIT AND WIRE' (SEETABLE) AS READ GC GC C7J --- I , -- r ( �I IiI 4_ _ SOLID COPPER GROUND PER kr-c _.__..1 Gc GC 5 600 AMP. 3 PHASE 120/20R�%. ,.Y.. 1 GC- . CC - ��- 3/4" CONDUIT- �II (600 AMP. 1 PHASE 120/240 ONLY WHEN REQUIRED HY LOCAI CODE OR UTILITY co.) ' l , - I FUSED MAIN DISCOM,'CC1 GAI-VAN17-ED CHANNEL IRON 11 , I?� (� � PAINT RUST RESISTANT GRAY r 3" X 3' X 3/16- GALVANIZED A`; ill �� ) GC CC AIJGLE (PAINT RUST RESISTANT 14 L a� GRAY) _ 8 POSITION MASTER STATION_ _ 1 _0_ GC f RGti1 TO K10SK / �5� -' 9 22_GAUGE TWISTED PAIR CABLE AS READ GC� GC 1 L 1 L fl -- --- PkElhlfNcL 1 - -C --- VED I I I ' -._,_. � 10 RESER - _ ;e �- HUILDI G _ __ HORN/SPEAKER (UP TO 8 IF AS REQ D 0 GC INTERCOM SUBSTATION IS UTILIZED) - -o o--- - 12 JUNCTION BOX _ 1� GC - GC y CUNCRE IE: FOOTINGS __ __ c, (DEPTH TO RE BELOW LOCAL FROST l INF-) - -_^^� �- -� SYS F - - - _- _ -- - _ _- '.1 UTILITY ! r --�� I S IN PACK MROUM IJUNCTIONIPROX 1 BM F3M -I 13 �— TYPICAL FOR EACH [� DISPENSER -„_-______^ PI , E-.I--k_RRED U _I'ILI rY POLE MOUN l /\L1 E:RNA-TF_ PEUE-S-I AI-_ MOUNT � 3/4 CONDUIT CARRYING .3- --- As RE0D, GC _ 7 _ _ r _ -- - CONDUCTOR, MYLAR SHIELDED 1"OR SE RVICE� EC>UIF MEN T /4.\ FOR SF�RVICCE LQUIPKIF�N -r A_ 2A_.-31/', HORN INTERCOM WILING f- OR RETROF- I 1 INSTALLATIONS INTf RNAI.. INTERCOM WIRING � CABLFS,T22 GAUGE WITH 175 -- ^ UFURLF -- - �9 � S F RESISTANCE CVERAI ! ” ' ! NO SCALE ) �; ;Cl,I E )� �F_O f\ NEW BUILDS R&R SITES* JACKET FOR 3 CABLEE 60 DEGREE S C TEMPrRATURE RESISTANCE. NYLON ..TRIPPER CORD AND O.D. :3 ►'ilASi 120/2C8 4 WIRE "Y" _ Of.-3 16�•- SIT E 15 PREWIRED DISPENSER SPEAKER AS REQD 0 0 CUNDli11 CO!,IDUC:10R`_; INC0tJ!1�JG 1-�__ - _ ._ _ _. ________ . _ _- _. _ _..___._._._____ ____._ _______ _ CONDUIT RACK SUI 'i'UF�T BLD"' . RIGH RISE SIG�J AIR PHO��lE 16 DISPENSER SPEAKER JUNCTIONlBOX A5 ElEG'. C� cr __. _ 2 I .'�' 4 EA. 350 EAC'ty" _ 17 SPEAKER BUILT INTO DISPENSER AS REOU '_� 0 11 L - _ -..__,_ i - -- - -- WATER OR C28 G� I 3C 29 - -� 25 NOTES 3 PHASE 120/?U8 4 1`,'kE_ Y i i _ . �j CON(W11' CONLAJC10t\:S _ 1 ___ _ -__ �._ `.`._ � �_-�_ :� 4, �_. ._�� _w_� __ 1. "UTILITY POLE"-ATTACH EQUIPMENT PER LOCAL OTh iTY __-•,� _.- -__ COMPANY REQUIREMENTS. 1 E:A. 2.0 T [ 4. #1 E,V;G (850/1200 �: 11; 2) 2. 10 BE USED ONLY IF UTILITY COMPANY WILL NOT 1 f--/,. 2.0" — E `•. #3 A,1; (f- '� �i �:5) TYP. 1 ( C'7 i MOUNT ON UTILITY POLE. _ I AIR -�I I F I I\I L�)l�1 I N U I l '/1 F / 2U 21 7 1 U ,I I I S. G.C. TO INSTALL OUTSIDE OF RUBBISH ENCLOSURE FI__FC;TR _ \ IC F DR0 � 0�,.� ��:� i COMPF'r7sSOR . - ----.__ _.-____-- __ --_--_ . ._.__-_. .-_ . ____ -_ ---- -- -----__--- - --.-- ---_ ------__-- ! / I UNLESS OTHcRVJISE SHOWN ON PLOT PLAN. 24"x 24 � ji- �VACI)',1�,1 - I CJ_.. .._l. r . ._ _. .. _. _. .._ __ _ _--____ _ � I ,^ J� !i �' il) _ TYF . I 1. G.C. TO ERECTION.TEMPORARY POWER DURA JG BUILDING CANOPY ERECTION. „ 5. INTERCOM VORING MUST BE tIN SEPERATE CONDUIT, ( r SHIELDED FROM POWER WRINC & OTHER SOURCES OF INTERFERENCE. ,C2 ' 6. SPEAKER CONNECTIONS TO F3E MADE WITH CRIMP -� 1- "t"t�11N• METER 8'( G.G. CONNECTORS. J. SEE CANOPY DRAWI14G FOR NUMBER & LCCAIIC,"J 0` - i I HORNS. j -� ) •�-�-�r 8. G.C. TO MOUNT HORN & DIRECT STRAIGHT DOWN. 9. SEE "SPECIAL INSTRUCTONS FOR B.P. OIL CO. r ., Pt:r F�!I I ,� STV+ INSTALLATIONS FOR DETAll5 FURNISHED Ejl' A C 6i MIN I I TALK-A--PHONE WITH EACH INTERCOM SY. _ rt. 1 i I 10. REFER 10 DISPENSER DRAWING FOR DETAIL. I F7r: hl , I F,OU A FUSED ��..� i � , I) G � I DI.�CUNNECI _ _ � I ,' I ALL IN IERNAI. BUILDING WIRING I, DONE E31 BUILDING ,T. , _ I BY G.C. I ilj I ■ i I i MANUFACTURER. G.C. MANUFACTURER. C. IS ONLY RESOrJ`'IHl_E INTERNAL ".I iLN REQUIRLu TO THE BUILDING, TO TIE IN TO JUNCTION BOX. 11. IF IN AREA WHERE UTILITY DISCONNECT FOR SEPARATING J l('15 00j i HVAC, WHEN UE:TERMINE D BY BP OIL ENGINEER, A SE_'APATF SERVICE IS RUN DIRECTLY TO PANEL "D". 12, THL NUMBER r 4 YARD LIGHTS UPJ A 20 AMP CIRCUIT 1 ` SHALL NOT E,..i E-0 (4) FOUR. PIS"IRIBU110N - AX.: 38"x 20" __ _ I 1 ■ ■ BP OCO . C.T. CP,F3INF f •. B Y G.C. 1I __ 52"x 26 _ RETAIL MARKETING "x l;" DESIGN AND ENG,NE.ERING ,11Rr_Wl1Y FC'�;> � CIFVEl1�ND200 U OH'JU4411�4 )ATA WI r�I i 1( --- -- _--__ �_—.�- -- ------ ►� r E _ _ 6 Y G U+IIZ._ "A1 FCJh PO NER #� hEF-E f�ENCE SPEC. BOOK NUMBERS F3 G.C. ) ( PY G.C:. ) MAX.: 44"x 3C)" VACUUM C- _.. 1 _ . ' #3/0 CU GROUNDING ELECTRODE ELECTRICAL CUA .DLJC10R CONNECT TO S'IEEl } F�RAIME: OF BUILDING, METAL UNDERGROUND ' I YD. LIGHTS -- _.___ - -__ ___ _ _ ___ __.w___ _____ _____�- --- _ { l ACCESSORIES co N ArER PIPE & I URIVF N ROD C'Ei� N.E.C. Af� rICLE !l (TYPICAL ) a� i \-� 250 - BY G.C. I D c;I _ W . NO.. REV.. 1 1 � � MADE BY: CD SCALE: 1; -- 1 ! i ( �I�.E. G. '.nURI t< 1 \� 1WO SETS F 4 # 350 MCM CU THWN SE RVIC i _ _ _ __ .. _ -- -----�_�_- _ __._. _ _.__ .___..__-___ _ � _- ----____ ._.___-__�.__ _.. �_------_-- _ _ 1) CHECKED- - ----- - DATE. r (' 1 y (� CHECKED E3Y: --- CONDUITS INSTAI_l ED AT _I�JT �' CONDUCTORS `-)f�LAG POLE REVISIONS -- DATE DWN CKD lONDUI: I G.C. ( VARIES E RANCF PAkALLED III TWO 3 1. GFNERAL____R vl ICL^.— � -z0- -9 G.P.D. PArTC) 0H SITE REQUIRF=MFt,1�1S) [)IA. CONDUIT'S - BY G.C. - - ----------- 850/1 ;_UJ BUILDING MOUNT FOR SERVICE: LQUIPMENT L4\ TYPICAL CONDUIT LA)'OU I" ---- - --- -- - _T��j c PERMIT NO . BUP910C4 10 OF 51 ry . 111�1111111�11'111'1'1'I 1�111l�11111111�1I111I1111111�1T1� 111 1111(IIIt1111111�111I11 ,II1111i111IrIrifI111I111I111I111�111I11111111111I111I1111�1�111� 1111'II�IIIIIIIIIIII�i��,)�I�11 J _ r Z 3 4 5 6 7 fi 9 10 11 12 ' NOTE: IF THIS MICROFILMED — _ DRAWING IS LESS CLEAR THAN .. THIS NOTICE.,-IT IS DUE TO T'if QUALITY OF THE ORIGINAL . �. DRAWING. OE 6Z 9Z LZ 9Z SZ f2 EZ ZZ IZ OZ 61 91 LI 91 51 41 E.I ZI II 01 6 9 L 9 S b E Z .,..� ' dYh1111111111111�11111111111a!Nhlll�lt11�1111�INIh1aIr1�111111t11�11�lIuIn11h11f�It�n1�INt;il�lhnli111(�1u11uIIIInIN 11n1111tI�InN11:1111n1hlUlinivnifliiiilf1111u111W11�W�111111u111u111u111n111ne111WJX11!ll�lll�flllulnl11111JI�W,�1H _ FEBRUARY 28 1992 , • ""174 MONOCOLUMN INSTALLATION INSTRUCTIONS 0 MATERIAL S C H E D U L ESM = BUILDING MANUFACTURER AFTFR THE ISLANDS ARE POURED , THE CANDPY COLUMI4S AND DECKIN; GC = CENLRAI_ CONTRACTOR ��- COLUMN I t4STALLED , AND THE MPDS SET AND CONNECTED , THE FOLLOWING INSTRUCT 101.3 0 = 0WIN ER S = SI)PPLIER _ ARE USED TO INSTALL THE MONOCOLUMNS : I CAULK - ' TOP j _ SPREADER--- TRIM = Ir�STALLER 1 . SHIM THE MPD AT THE ISLAND SO THAT THE TOP OF -HE MPD IS NO. DESCRIPTION QTY. S I TOP TRIM AIJGLE TAPE BRr+CKET „ �, CENTERED W i TH THE CANOPY COLUMNS IN THE NOR TF /SOUTH AND THE -- _ SPREADER UPPER TRIM TAPE A ) EAST/WEST DIRECTION . BOLT THE MPD TO I HE ISLAND . 1 2.6” X 15" DEEP COMPOSITE 2 PER Bit GC ALUMINUM SHROUDS & REVEAL MPD 3" TO 9" HIGH 2 . USE A PLUMB l_ i NE TO DETERMINE THE CENTER LINE OF THE MOhOCOLUPAN 2 INTERNALLY ILLUMINATED 1 PER ��-- — T--- -- -- ----�-1— - - ALONG THE UNDCRS I DE OF THE CANOPY . FASTEN THE 2 TOP TRIM r + \• - . SPREADER BOX W/r�1ANDATORY 0 GC CEILING DECK PANS - - --- -- y --- ___.___ —___ __ ___. _ _ BRACKETS TO THE UNDERSIDE DF_ OF THE CANOPY 12-7/8" FROM THE MPD SPREADER 1 - _ , HE BRACKET U � I NG w8 X 5/8 ' - -- ---- ---------- - - — — CENTERLINE TO THE F FACE OF T SIGNAGE & TO TRIM W TAPE r A Irr I -� — i�--- 1 I sCRFw; IN SLOTS . SEE DE i , . 3 STAINLESS STE FL TRIM ANGLES 4 PER CONTiNUOUS METAL CAPITAL BM GC ABOVE MONOCOLUMNS ? . FASTEN 4 SPREADER BRACKETS TO -"READE.R USING 2-M10 X 3/4 " BOLTS " �I � _ 5"_X 3 1/2�� X 1/4��_ _ MPD _ T I " n. " -� 4 4 X 4 X 8 SPREADER BRACKET 8/MPD G� D L I A I L_ _- IN EACH BRACKET . SEE DETAIL "D" - _ n-= ----- Y — 5- 1 4 X 2 X 25 SHROUD BRACKET 7_ MPD _0 GC 1/4 SCALE �1 I 2 4 . PLACE SPACER ; ON TOP OF THE MPD ( 1 " SPACE'1 EUI' WAYNE AND 2 ' 6 4 X 4 X 2" LONG Sl_011Ea ANGLc_ 21 PD 0 GC \ I SPACER FOR GILBARCO ) SET SPREADEF. BOX Ori TOP OF SPACERS . 7 SHROUD STIFFENERS —__ _ _ 4 MPD 0 GC I/2" CONDUIT I �� ADD SHIMS SO THAT SPREADER IS PLUME: AND CENTERED ON MPD . _ FASTEN FOUR REMAINING SPREADER BRACKETS USING BOLTS AS ABOVE . , ' - 4 FASTEN SPREADER BRACKETS TO COLUMN USING 1 /4 X 3/4 " SELF TAPPING - -` ---'- --- - --- - SCREWS IN 3/ 16 " DRILLED I1JL.ES . FLFCTRICAL SUPPLY TO SPREADER CAN BE COMPLETED AFTER THIS STEP . SEE DETAIL "D" / G� B ----- --- 5 . FASTEN 2 SHROUD BRACKETS TO COLUMNS 5" ABOVE TOP OF ISLAND -SPREADER - - - - �D. AREA J USING 4 SLOTTED ANGLE CLIPS AND 1 /4 X 3/4 " SELF TAPPING SCREWS . -- '�.., _ SEE DETAILS "C' & "E " - --- --- __. Stop nyine No Srnpkir79 LOWER TRIM ANGLE 6 . CUT 2 SHROUDS AND 4 STIFFENERS 2 ' LESS THAN DISTANCE STANCE BETWEEN SPREADER _ _ _— Q r..,...."..,�•.,,��„•�„` z ISLAND AND UNDERSIDE OF CANOPY . BEND SHROUD TABS AT 90 DEGREE — ANGLE . FASTEN STIFFENERS TO SHROUD USING TAPE PROVIDED . — '- MPD--,/ 7- 03 . SET 2 SHROUD REVEALS AROUND COLUMN . SET SHROUDS AROUND COLUMNS - --- — - UP AGAINST UNDERSIDE OF THE CANOPY 2 " ABOVE THE ISLAND . FASTEN ' coLUMN SPREADER THRU SHROUD TABS INTO STIFFENER USING 16- 1 /4 X 3/4" SELF TAPPING SCREWS IN 3/ 16" DRILLED HOLES ALONG SPREAD-R FRAME , --- MPD OUTLINE _ SEE DETAILS "C" & "D" DET/'All -I _ B c�� --� 8 . FASTEN 4 S . S . TRIM ANGLES THRU SHROUD TAB INTO STIFFENER USING _ 1/4 SCALE w8 X 5/8" S . S . FLAT HEAD SCREW'S AT PREDRILLED LOCATIONS . SEE DETAIL. "E " NOTES 9 . REMOVE SPACERS FROM TOP OF MPD . FASTEN 2 SPREADER LOWER TRIM SHROUD TAR —•�\ L ANGLES (WITH WARNING SIGNAGE ) TO BOTTOM OF SPREADER USING r r WITH STIFFENER �� w8 x 5/8" ROUND HEAD SCREWS IN PREDRILLED HOLES . SEE DETAIL "B " 1. FOR �ILBARCO MPJ, USE SPREADERBOX: BEHIND "A" (63") FROM 13'--6" UP TO 14' -� 10 . BEND SPREADER UPPER TRIM AT 90 DEGREE ANGLE AND CUT TO FIT "8" (69"� FROM 14' UP TO 14'-6" BETWEEN TOP OF SPREADER AND UNDERSIDE OF CANOPY . REMOVE PAPER "C" P-) 5"� FROM 14'-6" UP .0 15' FROM DOUBLE SIDED TAPE AND SLIDE SPREADER UPPER TRIM INTO D ABOVE 15 I _ I� PLACE , REMOVE PAPER FROM SPREADER TOP TRIM ANGLE AND SLIDE FOR WAYNE MPD USE SPREADER BOX: 5 = MPD ISLAND BETWEEN TOP TRIM BRACKET AND UNDERSIDE OF CANOPY . FASTEN THE "A" (63") FROM ,13'-6" UP TO 13'-11" SPREADER UPPER TRIM FROM INSIDE SPREADER USING w8 X 5/8" ROUND " " (69") FROM 13'-11" UP TO 14'--5" in - COLUMN - - - - HEAD SCREWS . SEE DETAIL "A" B SHROUD "C" (75") FROM 14'-5" UP TO 14'-11" N REVEAL �� 4- I 1 1 . RUN A BEAD OF WHITE SILICONE CAULK ALONG TI4E UNDERSIDE OF THE "D" (81") ABOVE 14'--11" MPDISAN A J -�_ CANOPY AROUND THE SHROUDS AND THE SPREADER TOP TRIM ANGLES . \ - � ,D SECTION A -- A FRONT E �__E_ VA TI ON ��`-�� SHROUD REVEAL 2. USE 2" SPACER FOR GILBARCO MPD. USE 1" SPACER FOR WAYNE MPD. DETAIL. " C " SCALE 1/2- = 1' SCALE 1/2- = 1' 1/4 SCALE HINGED PANEL ` - EACH SIDE ---� 7 J ' FLUORESCENT LIGHT I10 1/2" CONDUIT 2 41------- 2-�L4" SPREADER, BOX DETAIL " D " 1/4 SCALE PLAN SECTION THRU SPREADER SCALE 1/2' = 1' ESP AMERICA N RETAIL MARKETING 1 5 , -f;113�ITDj RADIUS DESIGN REVEALD DESIGN AND ENGINEERING MPD OUTLINE `�JJ 200 PUBUC SQUARE 1 • _ CLEVELAND, OHIO 44114 + SHROUD E L— 1 REVEAL �� COLUMN DOWNSPOUT M O N O C O LU M N 5 COLUMN -Q DETAILS 6 '-- MPD 3' 4'-0" MPD 3#' 5 4'-6" CLEAR BETWEEN 2� _ R COLUMNS DWG. NO.: 11 —IL—IV EV.: Q >> „ DATE: DATt S 9—sho CHECKED.K DB'Y:R D.D.A. DETAIL E PLAN SECTION THRU MPD REVISIONS _ DATE DWN 1/4 SCALE SCALE 1/2' = 1' — l " NC BUP910074 _ ....i r Boo --WWI �� III I 1 1 loll 1 1II ( 1iI 1 1 I l l l f l l 1 1 1 1 1 1 1�- 1 I I I I 1 1 ( 1 1 1 1 1 III III I I f Y l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 (f1 1 1 1 i 1 1 1f1 1 1 111 t • ,-' I � I`�'� III � � I + � IIII � I � � I ( I � I � II ! � III .) ,I ( IIIIIII � III ) III � I � IIII ( III II II11II � I � � J � NOTE: IF THIS MICROFILMED ` " —!��—Z 3 4 5 8 7 e 9 10 I 12 DRAWING IS LESS CLEAR THAN ' THIS NOTICE;-11 IS DUE -0 TW QUALITY OF THE ORIGINAL DRAWING. - ---.r- -- ------__ - . OE 62 BZ LZ >PZ SZ fZ EZ ZZ IZ OZ 61 e1 LI Irl E:1 ZI I1 01 6 9 L i S ► E Z 1'"'"" '`J Ilnu��111n�r�In+t4111rIniwNu�lul�lulll�uflIIIIIIn1111NI+nnitlul�nl�Illl�fnl�fnllntlhWL1111�uuIIn111ullnnllull,lul)WII�IIUIuuLlulJlllllLu�llulul�InH ✓ �t1111I11�111111111�111111111I111f�1111�1111I�1)11�{IIIItIq+Iff�tfY�N�I+lit 'FEBRUARY � 1992 w 2 4 �� 2'-6" 4_'-6" 6'-6. 2. 6" - - - GILBARCO DISPENSING SYSTEM CANOPY COLUMN 3'-3" 3'-3w _ CONSOLE (WHERE APPLICABLE - - PAM Q NO. 1 INSTALLATIONNOTES ARE REQUIRED WHEN A SEE PLOT PLAN) I - -- ------- - DISTRIBUTION BOX TWO IMPACT VALVESAND CLLAMPN(IF NON GILBARCO �- O DUAL PRODUCT TWIN DISPENSER CIRCUIT QH E SER IS SPECIFIED; THREF of BREAKER _ - — CONSOLE USED) I T CONSOLE EACH FOR MULTI PRODUCT DISPENSERS. ll�- J L- 2. MOUNTING BRACKET FOR VERTICAL ADJUSTMENT OF VALVE N � PANEL_ -- I DURING 'NSTALLATION. p r ♦I 3. USE CLAMP SUPPIIED WITH IMPACT VALiE. `-41 DISPENSERS 4. MOUNTING RODS r0 SIDES OF ISLAND TO LOCATE PLIMP BOX. 5. ADAPTER AND IMPACT VALVE TO HE ASSEMBLED TO SUPPL r 2'-0" 2'-0" WIRING fROUGIi PIPE BEFORE CLAMPING VAI V_ rO ISI AND FORM. 7 I I r - --- _ - � 2'-0 2'-6" O" 3'-9" --- - USE HIGHLINE ( 17 ALI. ELECTRICAL WORK TO CONFORM WITH LOCAL AND MODELS _ NA nONAL ELECTRICAL CODES A.T A MINIMUM. ALL WIRES MUS I BE CON nNUOUS RUN (NO SPLICES) FROM DISE ENCR TO CONSOLE TERMINAL STRIP BOX. - I __1� - ---�w---- � -..16'-0" t SUBMERSIBLE , - � . ,- I �. 8 -3 / 16 PEDESTAL ISLAND W/ 2/3 DISP. PUMP RELAY - A� H. ALL SPARE WIRES SHOUID BE rAPFD AND LOOPED AT ENDS AND LABELLED. NOTE 16 � t 4 SCALE: 1/40 1'-O" _� _ -__- _ WIRING BLOCK DIAGRAM 9. ALL 1 l OVAC TO DISPENSERS MUST BE ON SAME PHASE. Q SUBMERSIBLE (9 ) I 9 13 I PUMPS 10. SEE MANUFACTURER'S DRAWINGS INCLUDED WITH c'+ pI DISPENSERS FOR FURTHER DETAILS. 11. GENERAL CONTRACTOR TO CALIBRATE DISPENSERS, AND - -- 10 o v A I APPLY FUR WEIGHTS AND MEASURES' SEAL. 12. ALL CIRCUI I BREAKERS ARE TO BE SWITCHED NEUTRAL N TYPF, AND LABELLED NEATLY, ACCORDING TO CIRCUIT. ELEVATION__ i 2'-8" 5'-4" 5'-4" 2'-f3" O w 13. CONSOLE TERMINAL STRIP BOX AND/OR PUMP INTERFACE Z ~ m z BOX TO BE MOU 4 rED IN UTIL.IfY ROOM WITH OTHER TYPICAL MPD AND DIESEL DISPENSERS craww 18,-0" -� j O N ELECTRICAL_ APPURTENANCES. a < O 0 0 ea o 14. SUBMERSIBLE PUMP RELAYS MUTT 8E USED IF 1 1/2 HP PUMP MOTORS ARE INSTALLED. IF' NOT SUPPLIED WITH -18--SOLID ISLAND 2/3 DISP. � � � w � � r o 0 o m SUBMERSIBLE PUMP CONSULT Ir '_;CAI E 1 '2" - 1' 0" � SUL rF1E ENGINEER O z z z z x z z 7'-11" SCALE: 1/4" 1 0 a w 0 0 • J J J J J J J 15. PROVIDE 6 CLEARANCE AROUND ALL SIDES OF CONTROL TER. It z �c 0 16. 112' x 2" ANCHOR BOLTS (4) FOR DISPF rISER MOUNTING ALTERNATE ISLANDS m TO BE SUPPLIED BY ISLAND MANUFACTL,R0?. ,(g USE z 0 O O O O O O O 17. ALL MATERIAL USED IN ISLAND FORM CONSrRUCrION SALESMAKER-2 = N ap t;f� v V v v 0 v v N �\ 2 NO,E. 48" — j o < m U < m U < 0 SHALL_ BE AT LEAST 12 GA. CARBON STEEL. w " w § H F- I'_ 1— 1-- f-- I- U U `� 3/4 17 7 8" 4) 13/16 X 1 7/16 < < cv v /� TROWEL SPEAKER 11 3 16" • SLOTS FOR > w w o O cod o On =n n a O - STEEL CONDUIT -�-- 1 11 1 ANCHOR 130LT, o o O g S O do O O O < I-- I ITS DISPENSING sYSTa AAATERIAL SCHEDULE � ~a o= I f FINISH I 21 w N N - 0: tY w m cr IY w ir < a ---.--- SUPPLIED INSTALLED 0 o n. a a 0 a a a a o o BY BY (3) 1 1/2" f A SUBMERGED PUMPS OWNER G.C. 10 1/2_,._ 13 16" --- - ----- - - �-- - __. SUPPLY UNIONS 8 PUMP RELAY RED JACKET OWNER G.C. . 2'-6 R. , _. N - 1 � < C PAM OWNER G.C. D DISPENSERS OWNER G.C. 1 9/16" v .t d v d 04 < < qt 00 00 - -- -} _ _ _ cO `� _ _ �� - - -- cJ E- CONSOLE OWNER G.C. _ _ _ CONSOLE DATA CABLE _OWNER G.C. 2'-1 1/?" GOOD B R BEST a v v �'' 1_' �' w w w F 6, tt. Ak- 'A' SIDE 7 m wU9 w cr. w m m G DISPENSER CABLE_ OWNER G.C. 4" R NP - _ N o `� ' w Fi"i. �il�it H P MPF4 lq� I BORON PERMCO BOX 0 NJER G.C. Ti , - , --- • 1 CONDUIT T_ _ ° 1t1. w. Milk a 8 1/16 - G.C. _ `- ____ _ __ _________ OR EQUIV. INCLUDES MTG. BKT. 0 0 QJ © © 0 0 0 ® 0 0 0 2 IMPACT VALVE - OPW 1ORM OWNER G.C. 24 21OR EQUIV. INCL. U-BOLT _ 4'-3" CANOPY .I• .-. - -- L -- COLUMN I - ---- ----- 42* - - - - - - (WHERE APP.) 2-Ow 2,-6" MPD 1. 11 OR M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - ----- - - 3 1 1/2" UNION - GRD. JT. OWNER G.C. -- FURNISHED WITH_DISPENSER _ 21 4 1 1/20 X 24" FLEXIBLE OWNER G.C. -_ 1" CONDUIT �I� z a CONNECTOR RESISTOFLEX OR Tom' w < OU TELEFLEX OR EQUIVALENT 10 1 2" 'O "� o w to 0 to °' rn a 0 � v < 5 _ 2" GLASS FIBER PIPE G.C. _ _ G.C. NOMINAL BUILDING LENGTH PLUS 19'-7" FOR 18' WIDE BUILDINGS ONLY. j �; o 0 0 0 0 — I `I I I O 0 N M a O ij O 0 " FOR OTHER BUILDING WIDTHS SEE PLOT PLAN. i I I I I I I I N � 6 2 F X 1 1/2-F GLASS FIBER G.C. G.C. a < Q 0 .c Q < Q Q < a 2 REDUCER LG. END PLAIN 11 _ i v SM. END 1 1/2- NPT FEMALE CANOPY COLUMN O -__ -- -----.- \ (WHERE APPLICABLE \ -- c3 Y 0 N z 3 3 3 3• 3 -- _ o z� ov w o 0 0 A _j0 0 7 NOZZLE OPW 11A OR EQUIV. OIM�lER G.C. N v I \ �, - �' - I m m m 3 > w �' �' �,; 8- SWIVEL HUSKY 1 -+ VI------ OWNER G.C. ° 0 �� \ �� 3/4 X 3/4 - ch L cn _ MPD WIRING N a + ISLAND FORM 9 3/4" HIGH OWNER G.C. 2'-6- R. a - - --- \ ~ z ` - "' a + 10 HOSE 5/8" X 12 FT. _OWNER G.C. N Z ,.._ A' SIDE 1 E- 1 a w a I 11 ISLAND FORM 13" HIGH OWNER G.C. - I - - 3 1 2" 14" a Q o _ r� a + 12 DIESEL FILTER HEAD _ OWNER G.C. .J -- - a 5 v -� 0 0 a o� I 13 CIM-TEK DIESEL FILTER _ OWNER G.C. POSITION HOSE DISPENSER OUTLINE -> > m ( 7, a + -_ 0 w w } O o L"I c� 15 SOLATION SLEEVE14 PUMP OUTLET , TOTAL - OWNER L PUMP FG G.C. THIS SIDE O z z _ _ 11 SINGLE PRODUCT a w 0 _, _j J J .J _j F x (r� CONTAINMENT FJ-036 _ SALESMAKER AND HIGHLINE a z w o o z o 0 z , o I_ 1 a -------- -- - N m z �r 0 �c 0 m m aa. + N 16 COMPRESSION SEAL FOR 2. OWNER G.C. • 1 (�, z COUPLING, TOTAL CONTAINMENT _ " USE 21 1/2 SUPPLY w ' = o o z o o z o < N a I a 17 COMPRESSION SEAL FOR 1 1 2 OWNER C.C. 2 8" 2 --5 ----- SALESMAKER-2 - UNICN TYP o o 0 0 J O 0 z F- a + N - - - -- --- SINGLE HOSE 10 1/2- ° o a a m � a m z m ao a ;� I o PIPE, TOTAL CONTAINMENT v v w w ,- s -y -' z� tl _ 18 1 1/2* STEEL COUPLING SCH. G.C. G.C. z z z O O } I N ° + Lt= - — - - - 5'-1" N < < In N v V`-' 0 v V " � � 1 0 40 GALVANIZED — -----_,--- _ _ -- --- _ > > w w n n 0 0 0 a o ( � 19 1 1/2 STEEL PIPE NIPPLE 4 G.C. G.C. In ---i-- '- o a a a 0 0 0 0 0 ,- I--- LONG SCH. 40 GALVANIZED _z 11-4 _ _ — — — , N N -- O 0 0 ° ° C9 a a r_� r� w w Ln00 d I J J r so a r a + m m w + t I 0) 3 3 3 3 3 3 � 3 r� I a ►� � — } Q v a < a < < a < < < t .i r + O � N _.a _- - -- - \ rr aq1t a vao wj + BP OIL C Z o Q 1/2• 1 Q W w w � E + -- - -1 RETAIL MARKETING — J w w g < — — cY CJ O ? ? W ,,, zz DESIGN AND ENGINEERING 0 c` z 3 1/2" 14 z m 3 c-' m CONTINUITY a �. > > n �; cn 200 PUBLIC SQUARE z DISPENSER OUTLINE �i c: o� °i "' d CLEVELAND. OHIO 44114 z DUAL PRODUCT iii, 'r' ' mf v U INDICATOR v -' HIGHLINE ONI Y - - - _____ -- --- -----1 " — � PUMP MOUNTING DIAGRAMS 0 0 0 0 0 0 0 0 0 0 0 0 0 © 0 0 0 � . DISPENSERS AND ISLANDS Q _ oS(:�11 f: ,- - ,'--o"�. a Z � GILBARCO P z CANOPY COLUMNui 0 0 0 0 0 0 0 0 0 0 0 0 0 z MPD 2, 3 (WHERE APAIRCLINE ) , Cz �, a SALESMAKER 2 AND a ^� to w (o r v, NOTE A: EACH RSI DESIGNATION ABOVE HIGHLINE MODELS f 1 ° " O o O o o I I N I It o I REPRESENTS ONE DISPENSER, , • ,� ---- - _ _ _ _ _ -_- - —__�6" a a• d 1 2" E_XP. JT. 0 I I I 1 I REGARDLESS OF THE NUMBER OF HOSES i / a < < < < 0 < a a < < < NOTE B: WHERE MORE THAN 6 DISPENSERS DWG. NO. 13-R—G 'A' ;TGE L I -� I i - MATERIAL m N ;_j LLJ 3 ARE INSTALL ED, IN CONJUNCTION " " REV. 6 ,� O z 3 3 WI rN A P 1 -1 -0 PLOT SIZE CI FVFI AND DFTAI NOTE 4 19 Q' k c^ _j i;; � �' 0 BOXES MUST BE ADDITIONAL UPIS DISTRIBUTION jof1 I DA M A 4, 1981 , t° NOTE 2 � , i 0 < a' r,� u, — N N NOTE 3 17 - t`- > c� �`' DISPENSERS MAY BE WIRED TO ONE R 1 { 1 DISTRIBUTION BOX WHEN A GILBARCO 1. CHANGE 2" ISLAND FORM RADIUS TO 4" 6-19-87 CDE RW 18 CONSOLE IS USED.(SEE FIELD ENGINEER). _ _ 1 2. CHANE ISLAND FORM DIMENSIONS k NOTES 10-21-8 CDF EMJ rn U ~ 16 0 15 _ SINGLE AND DUAL DISPENSE=RS - �- --- - -_ - - n. O CLEAN SAND - 1 - �. 6" CONC. -- --- _ - - _ 3. ADD AIR LINE do SPEAKrR CONDUIT 4--15-88 C OE EiACKF1LL _ PAL) DISTRIBUTION BOX 4. REV. ISLAND LENGTH NOTT 8-16- 88 CDE STANDARD ISLAND LAYOUTS DISPENSER TERMINAL STRIPS TERMINAL STRIPS 5 REV IMPACT VALVE MPD FLAN MArL 3-8-89 CDE _ DETAIL AT IMPACT VALVE - _ _ - I -- 6. RELOCATED 3 4"AIRLINE ON ISLAM iD LAYOUT 3 -9-90 Gr SCAT I . 1/2" � 1' O" SCAT f 1 1/2" _ 1' O" NOTE 1 � �6 5 � 13RG---R6 PERMIT. ,J 71 'AllI'll- lllllllll'IIII�II1111111.�IIi�Flllllltll�lllllllllllllilll�l(Iji (lj'IIIII�iITll�ljtllll) IIIIII�IIIII rj l IIIIIII 111�1�1 1111111 111 III 111 III III 111 111 III 111 III Ilt 1�1 I I I I I I I I I I I I I 1 1 NOTE: I F TH IS M ICROF I LMED l 2 3 4 — 5 6 7 8 t3 10 11 12 - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO TFIF QUALITY OF Tit ORIGINAL_ DRAWING. OE 62 92 LZ 92 5Z 1rZ EZ ZZ IZ OZ 61 911 11 91 S I b I E I 21 11 01 6 9 L 9 S'••--,r ttr E — Z 13181 .t!IIIIIIIuIII unl nnllull nnl nlll Ul11111II1111�11NI1n11 nnhetrllutl ccnl�lul nul 11111111'�IILI�l111�1111{IIc11i11111111�111111111�llIIII��IIIIIIIII�IIIIIIIIIIIIIIIIIII�iIIIiIIII�IIIIIIIII�III111111I1111>�u1111111111111111111111�111111ll11HNI111I1111�1111�1111111111HIIIIIIIIUIIHI FEBRUARY 28 1992 1 I NOTES 3. � / - — — --- — - — --© ® MATERIAL SCHEDULE-- I- 2 2 25 ac - 9uaOMY tII~ACTL�I PEA GRAVEL. BACKFILL - ALL OTHER MATERIALS MUST BE APPROVED By TANK 2' 25 26 27 ! 11 10 1 � 0C � �� MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. { ., 0 + �� d" CONC. W/ 6 X 5 -• tf6 WWF . 12 8 2 { 3 • sjpptm 2. REINFORCE CONCRETE SLUE AROUND CONTAYNMENT SUMP MANHOLE MR 1H 4 `4 RE73AR tIO' W /�'='� x 300SA79 C 'T ( � I ALLY . PLACE REBAR e" FROM 9dF5 OF BOX. I 1' CONDUIT FROM EACH SU8I.IERSIE�LE HUMP TO BUU.t11NG TERMiNAl1= WITH � � � �•� � '�,• " . , � --y-�-,•+� �T,� w . _ �. �._._. _ �'�• , , • • , • • • • • SMLL CONTAPSiEw AMINm= SEAL-OFF PER NEPA SPEC1FlCAnONS • • • •- •• , • , . , . . ;. , , - - 2fTAI►1K 0 oc SAND FILL' -____ � _ . . , o v � 4, 1' CONDUIT FOR ELECTP.ONI(. T.•kK GAUGE LOOP CONDUITS Bf�� i ALYE � � �. z _ _ . — TANKS, THROUGH JUNCTION BOK. SEAL OFF HOME RUN AT BOTH TANK ANO BUILDING I . ' C 7 �, 32 la 20 � � 5 -_ ,,,,-,�,- -V 1 AMf 0 �• J _ iztXll ALIT DO NOT PiPE INTO WIRING TROUGH. � 7 � \ - S 3/4' CONDUIT FOR CONTAINMENT SUMP SENSORS. ,.00P CONDUIT BEI`NEEN 29 ' g 23 S 4' X 4' � eJJ7' tA1 EaAVALEAIt 1 ANK 0 GC CONTAINMENT SUMPS, THROU(N .UNCTION BOX. SEAL OFF HOME RUN AT B0111, �\ 6 4 12 1 3 �, 18 TANK AND BUILDING 00 NOT PIPE INTO WIRING TROUTA. TO w 11 36 4 T S 4 14 1 S. --1 Aaac 0 oc B. ONE <' oeSERVATiGN *CLL DEPTH AS 3HOWW O'( AS REQUIRED BY LOCAL REGULATIONS. DISPENSER 29 11 . - 4 oC DO NOT USE PVC CEMENT. WELL SHOULD BE PLAID IN CORNER MATH LOWEST r1EVATION. 1 N OC �-- 7. FILTER FABRIC CUT TO FIT TIGHTLY AROUND PIPING PENETRATION. 6 7 < CCtJPIAip SM. 40 GALV. g� I SLOPE TO - oc oc e SLOPE SIDES OF TANK HOLE AS REOU:RED BY SOIL coN01T10NS 24' MINIMUM I 36 7 . DISTANCE BETWEEN TANK WALL AND WALLS OF' Exc.�.vi►n(xd. � 7 1 1 1 ANK 0 9. GAUGE SnG TO O( HOLDER. GFURNISH 4' X 12- SOLID S(7S0 40 PVC PIPE I/a" PEI' FT. 4' X 1 OR E[1U1YALk7/T WITH SCALED BOTTOM CAP. TOP: OWNER SUPPLIED MANHOLE. 60 2' aPw GIT 1 ANK O p0 � 10. 4' STEEL PiP£ Rf�'R FOR TANK GAUGE CUT TO PROVIDE S' CLEARANCE t ' - a' 1 ANI( BENEATH MANHOLE LID. USE 12' PIPE NIPPLE ABOVE CCUrJNG 35 At �f t711-fl � Edivur 0 � 11. PIPE TO BE REAMED ON BOTH ENDS TD ACHIEVE A TRUE OPENING OF 4 . 1 oC PROVIDE 4-1/2' TO 5-1/2' CLEARANCE FROM TOP Of FITTING TO GRADE '� 21 VA" fj1 11- USE 12' PiPE WOPLE ABOVE COUPUNG ` t 2 AN( io oc 12- CUT AND PQSTIDN FILL TUBE WITH ANGLE AWAY FROM SUB-PUMP, Ai _m4OW N. 9 t _ LEAVE 2' GAP BiETWEEIN BOTTOM POINT OF FiLL TUBE AND BOTTOM OF T.WK. \ =.I 11 INSTALL TANK O MARKERS IN 1HE SPiLL CONTAINMENT MANFfOLES AROUND FiLL RISERS. \ CURB BOX COVERS SHALL BE PRIMED AND PAINTED ACCORDING TD THE FOLLOWING \ 41�E�YALENT SPECIFICATIONS ' ANI •FILL• REGULAR UNLEADF_D - WHTE W/3LACX CROSS . DIESEL - YE=W :r t+ _ 38 OC oc GUL.AR LEADED - BLUE •KEROSENE - BROWN t - oc rx PLUS UNLEADED - BINE w/1MUTE CROSS •HEATING OIL - GFtEF1d � VALVE OP1M tORM 1 0 oC SUPER UNLEADED - RED W/WHI TE CROSS 1L .VAPOR RECOVERY: ORANGE •USED OIL. - BLACK go • oc oc TANK GAUGE: CRAY � X_tN�T MALE *OBSERVATION UM - BUCK TRIANGLE ON *MITE BACXGit0UN0 ' 1 F1W TM OC oc SUBMERSIBLE PUMPS - CRAY �" • � •PAINT SURROUNDING 3' OF CONCRETE PAD TD MATCOH. cr� AMERON 14. SWK CONCRETE AROUND ALL CONCRETE CURB BOXES - 1' RiSE OVER 12' RUN. 'n 1 1 1 X Z4 ajdZ 3000 1 0 oc 1S. TANK BOTTOMS SHALL BE INSTALLED ED lE'VEI_ iS- DRILL 1/1s' RELIEF ORIFICE THROUGH FILL TUBE 2' BELOW TOP OF TANK. FiLL TUBE I 24" MIN. 12' MIN. 39 / <' T 1 0 oc MUST C(TIEND UP M HOSE ADAPTOR FITTING (ITEM /3). TOP OF FILL TUBE SHALL NOT 45' TANK I ANI( 0 oc BE LOCATED BELOW SPILL CONTAINMENT MANHOLE, #.0-40:MN 112-2W 8 Cd 17. PIPING SHALL BE LAID AND CONTMUOUSLY 'SUPPORTED ON A d' COMPACTED IHEDC!NG OF CLEAN SAND. NO PIPING SHALL HE SUPPORTt� \ � _� oC / / IN oc a Y BLOCKS. PLMr(S. OR OTHER DEBRIS , / 1d FUEL OIL OR USED OIL TANKS SHALL BE IN!iTALLED ONLY MME?I SPECIFIED ON / � ` / "+ MA PLOT PUN. FUEL OIL FITTINGS SHALL dE SOPPUED BY GENERAL CONTRACTOR. / \ ` \ / 2 MIK 0 ZDC 20. b"N 19- ►UUM Br-ND AND 8'. _9MVIRSAL 715-mo OR 0LE OPENINGS \ \ \ \ \ \ \ \ \ TANK SECTION B— B � � � � \ � ` �TAININONT AIS n 1 ANK 0 Z 21. INTERIOR OF FIBERGLASS CONTAINMENT SUMP TD BE CLEAR OF PEA GAVEL BACKFILL OR, X1131IMS T TOP 1 ANK 0 SO THREADED JOINTS ARE EXPOSED. - 1� 22- PROVIDE e' CLEARANCE BETWEEN TOP OF PVC PiPE AND ��ADE -- _ '- - ---- 1 ANK A GC 2S SECURE IMPACT VALVE TTI BRACE INSIDE PUMP BOX. JA CONTANAW 24. CONDUITS FOR WRING OF PROBES AND SENSORS ARE TO BE SEPARATED FROM OTHER WIRING -' -- +---—' — - ^_- --- - - OC QR_ Mm T A!� 1 ANNK 0 OC PROBE AND SENSOR MARES CAN USL: THE SAME CONDUIT Aldo WARiNG TROUGH. WIRES MUST 33 OBSERVATION WELL (TO BE PLACED IN CORNER WITH LOWEST ELEVATION) BE 6 DISPENSER 0 a BETWEEN AWC ie OR AMIE 14 DESIGNED FOR USE IN THE PRESENCE OF GAS AND OIL- 8" CONCRETE PAD 16 ® x 1 0 OC USE DIFFERENT COLOR +COED INKING FOR EACH CONNECTION. ® iti ISLAND 2S SLIDE FERNL;O FLEXIBLE BACK EXCEPT TD TEST. !- 2' _ _ 1 GG ZIC 24" MIN --+� t o oc ® g43, 54 • 4 �" i 0 oc 27 STAGE II 59 �• a' x tL,�p�-.t r t n oc 5 YAPOk RECOVERY 58 25 or am GN!MD 02TML- MANIFOLD A (IF REQUIRED) 53 ► �28 .• . ® fr •� • F GC cc !f 4' 1 0 SUBMERGED 13 0-0 0 0 0 o o of f OPW 1 oc I PUMP �� 14 0 0 � �i i f 4' X 1 PW--I - GC oc MATIN —TANK 59 3 0 0 , i^ _ at GAUGE 0 __ /�0 0 of P CIC OC UNDERGROUND STORAGE TANKS GENERAL SPECIFICATIONS ° ° `- 3 1 4. 9 ® /� _ (Xoc RM 1'9 18 32 S5 4 cc oc GENERAL: EXCAVATE, SET AND FILL AROUND /ILL UNDERGROUND TANKS AS SHOWN. TAWS _Z Z Z � GC ARE TO BE BALLASTED WITH PRODUCT OR WATER, ACCORDING TO LOCAL REGUI.ArONS. ? i � 1 _ _ AFTER �iSTALLATION ANO BACKFiLI: SEE OWNER'S REPRESENTATIVIe'_ m 5 2 � � GO: OC ALTERNATE METHODS OF BACKFILLING TANKS SHALL BE AS RECOMMENDED BY ` • � FiLL � TTI10 FAP TMC( MANUFACTURER AND APPROVED BY OW..tWS FIELD REPRESENTATIVE �; � • p (v O N se DISPENSER AND CONTAINMENT GENERAL: WHERE THIS DRAWING IS IN CONFLICT WITH THE LOCAL REGULATIONS. LOCAL SUMP ASSEMBLY -- SIDE VIEW — 1 GC AC ac oc REGULATIONS WILL SUPER(E _ THIS DRAVAFIG. IF MORE RESTRICTIVE- SPARE 4" 5 1 -- 1 ANK 0 -oc FIBERGLASS TANKS ALL -ANKS SHALL BE INSTALLED BY A (2_RTiFIED INSTALLER Q G OPENING _-._ PER MANUFACTUF3ER'S INSTRUCTIONS AND APPROVAL CF OWRdER'S FIELD REPRE�ITATIVE. -�1 IN TANK 22 23 - -- PUMP. Puw Le - 1 ANK 0 oc PPE: FIBERGLASS PPE TO BE A- 0. SMITH OR AMERON (BRANDS MAY NOT BE WXM, INSTAL. 00 -STAGE I VR 4' t MIK o OC PER MANUFACTURER'S RECOi.:aENOAnONs� STEEL PIPE TO RE SCFIEDUIE 40 GALVANIZED. p AND VENT A1 Wi�_FIIP TANK o � PiPE JOINT SEAL GASDILII SOFTSET SHALL Bi: USED ON ALL STEEL PiPE FiTUNGS MIO 7 DILE _x1Rxu THRf.1►DEd METAL CONNECTIONS m �.. � 37 am sox g" 1 oc oc oc oc 1►E E I_ TRENCHING FOR AC SHALL R R NOTED ON DRAWINGS. SPACE PIPING SUBMERGED PUMP AND CONTAINMENT N T A I N M E N T NPT FIMAU W TRENCHES e' ON CENTER. 9ACKFiLL OVER PRODUCT PIPING AND YEN1' ONES GAUGE STiCK F77P TH � � OUTSIDE THE TANK CAVITY SHALL BE OF CLEAN L W/PACTED SANG. COMPACT SAND I FILL BEFORE AND AFTER PIPE INSTALLATION TION USING FLAT PLATE MECTHAMCAL TAMPER HOLDER SUMP ASSEMBLY — TOP VIEW ALL. COiNDUIT SHALL BE AS NOTED ON DRAWINGS, AND IN ONE 1RENCH, SEPARATE FROAA PIPING, T'O BUILDING - TANK VENTS ALL TANK VET1T, SNAIL BE •t' SLOPE ALL VENTS DOWN TANK AND E L_E C T R I C A i_ CONDUIT PLAN t oc ELM UiNIFORlrILY TO TANKS AT A RATE OF 1 !' PER FOOT - -- - 1 NPT FID ALF T ' 1 T U OC TAW AND PRODUCT UNE TEST- NAMEDIATELI' BEFORE INSTAL.lAl1CN, ALL UNOERCROUNO STORAGE SCFi 40 GAILY. a TANKS SHALL BE TESTED ABOVE GROUND WITH INR PRESSURE AT S F'S. USE SO4P AND WATER OR OTHER OC AFTER AIR TESTOVED METHOD FOR DETECTING LEAKS L(`OSEN THE PWG FOR VENTiUTION � ,� ac T 2' S8 1 a. EXTRA REBAR /2� 25 A F-�T;:A REBAR 1 0 9M AN SMd AFTER INSTALLATION 8E7-OW► GROUND AND FOLLOWING BACKFILL TO TOP OF TANK AND 15 REINFORCEMENT � REINFORCEMENT NSTALLATION OF PPpdG CONNECTIONS, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED MATH AIR PRESSURE AT S PS MiITHOUT M)DUCT AS BALLAST. 13 MIN. (" CONTACTOR SHALL COMPLETE THE TANK MANUFAi TURER'S AND PIDERGLA.S . PIPING 13 --- ST EAP VENT 13 I ~ MANUFACTURER'S CHE0GJST AND SUBMIT THIS UST TO THE OWINER'S REF -.AONTAUVE. - - + - -----..--_.� ' LINES -- GASOUNE PRODUCT LANES INCLUDING VONT LINES SHALL BE ;ES7W WATk AIR — ——D • TOGETHO 37 —�� _. z 26 41 - • ,.___— _ - BP C! �- CO. PRESSURE AT SO PSI BEFORE BA(a(FTLU. USING SOAP AND WATER OR OTHER OWNER - -- G7 • APPROVED METHOD OF DETECTING LEAKS -- -D I1 C4 13 � � RETAIL MARKETING AFTER C0110'LETION OF ALL YARD PAMAENT WORK. INCLUDING TANK PADS ANO PUMP 24 ! PAINT GRAY 41 C LSIIWDS, A SECOND SO PSI AIR PRESSURE TEST SHALL BE PERFpi4ED ON THE 17 A, I S.7 45 3 4a 49 27 _ _ DESIGN AND ENGINEERING GASOLINE LINES PRiOR TO ACTIVATING T1Hr. SUBMERGED PUMPS. A PETRO`-TITE 200 IND TANK AND UNE TEST OR OTHER APPROVED TEST SHALL THEN BE CONDUCTED AT THE 028 UQUC S�l,1A�EOWNER'S EAPETNSE STANDING _ RE1NF. CONCRETE SU18 OR ASPHALT CLEVE�.AND, OHIO AK AIR TESTS SHALL BE MAINTAINED WITHOUT FALL,-OFF IN PRESSURE FOP A MINIMUM OF PLAN VIEW STRAP LINES WALL 21) 32 ® 59 • — 23 (SEE PLOT PLAN) 44114 AO ANN. r LL TESTS SHAH BE MADE IN THE Pii'ESE?iCE OF THE 01NNER S FIE]D REPRESENTATIVE TO BUILDING _ (� 22 34 25 4 2 TANK ANCHORING: TO K DONE ACCORDING TO SPECIFICATIONS OF THE TANK MANUFACTURER. � ' I i 7.3 A\ THE 044 NLIM WILL DETERMIINE THE NECE-'SILTY OF ANCHORING AT A GIVEN SIE 15 - : 14 ` SINGLE WALL FIBERGLASS � • Ii � Iso 13 ' • • • � ._. 17 "'• I I � . &13 1847 44 ; �-�- —.42 58 TANK DETAILS 15 3 5 �J n 58 12 I •'" � � GRADE---� �'Z1\ 29 � � MI I 18 � SUBMERGED PUMPING SWING - MIN. ... • SLOPE TO JOINT 14 TANKS 12'•12"- 112' JOINT 60 32 1 �o DWG. NO.: � J' —R—SWT __TR le I �• 15 _ _ I REV..Q_ SLOPE TO 17 SCALE NTS MADE BY` MK8 CHECKED 9r_. KEM _ • ' . TANKS 1a 7" 1 8- I 8' 7' S4 REVISIONS DAM t4-90 DATE D1M� CKD • SUBMERGED PUMP AND CONTAINMENT FREE S"TANOINc WALL MOUNT>tn VENT DETAILS SUMP ASSEMBLY SIDE VIEW LINE OBSERVATION Pa� WELL TYPE B .. . .� Ilt�l.11l} II1,11 �!ILII Ill. III `III III I♦i 1�1 Ijl IIA r 1 rl i tj'1 III IIi +1 +I+ +) 111 I I 1 i I 1 t I 1 1 Iii I�1 1��; :;4,.,,,,�,,,�„�.`.., .� .W,�... - Ir� I ( I ( I I I i ( I ( ( I I ( r I I ( I I I I I ( I I I I I I , I I I I I I I I ( I IIIIIIIIIII1111tIlIIIIIIIIIIIIIIIIIItlllll I _1 NOTE: IF THIS MICROFILMED - 2 3 4 5 6 7 8 9 10 11 12 ' DRAWING IS LESS CLEAR THAN - --� THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. _ ------- --- OE 6Z 8? LZ 9Z SZ bZ EZ ZZ IZ OZ 61 91 LI 91 SI b1 EI ZI II 01 6 9 L 9 IS b E ��IIIIIIIIu1111nIlllll�u��lnlllnulu1II111111111It1111hI11Ul11ull+tullnn�llultlll�NIII111II11lIit111IHItI1t�IIIlUI111IiI11111111IIIIlIIIIIIIIIII!II�IIIIIItIIIIIIIIIIiIIIIIIlIU11I11111++++)UIlI1►11IllllhlllllulllnlllnrhnllllllllllllllWlll;�IIIIII111I111►illIIIIIIIIIIIIIIWIIIII FEBRUARY ,� 1pk # ATERIAL ��,HE tv ' `JLE BM rel A C Tl R r t I -. 0 1 BUILDING raA l.F J E ^ �-1 CCINNCCT10N TO PftUUUCT Zl\- 0INCC - GENERAL CONTRACTOR � I E � PRGUuCT LES MIDI) 1MTII MPO 2•o FRP FLOAT TCI? v l / PIPING _- _ I 0 = Oti'iNER S - SUPPLIER VENISLAND f`-� _� -'VENT LINES SEE DETAIL A r_ I SC = SEPARATE CONTRACT I - INSTALLER I I - N0. DEcCRIPT!ON QTY. S I 1. FRP MAIN VAPOR RETURN LINE IS 3- CIA.,,ETFR. USE TANK PAD -_ - SUI3�JERGEO PU1AP BUx STAGE I TANK I + ( 2" JIAME i E? FRP PIPE BETWEEN MAIN LINE AND T- ^VAPOR cnucE 17DISPENSER. M.'.IN _,NE MAY BE 2" WHEN CONNECTI,`IG i - I FILL RECOVERY RISER �_l 16 VAPOR LINE 1 I UNIVERSAL V421 VENT VALVE OR O -C C LAST DISPENSER(S) THAT HAVE 6 OR LESS HOSES. 3RI FRP I 2"a FRP SLOPE LINES P v--- - - I \ 0 TANKS EOUIVALE JT�X 3" X 3" 'w1TH VAPVAPORRF. U TURN LINE RETURN NE To TANK REDUCE TO 2'o FRP 1/9" PER FOOT i + t5 # >, I - 2. SLOPE VAPOR RETURN LINE 1/8' PER FOO R FRiO`.1 t u" UNIVERSAL 7 FLOAT SENT LIVE whEly CONNECTING SUPER UNLEADED _ VAPOR LINE - ,+ - >~-- DISPENSERS TO TANKS. NO AIR OR LIOL'!D TRAPS rROM VALVE Y,1TH 1/8" RELIEF OF IFiCE I --} -- - I ARE ACCEPTA3LE. To LAST MPD (LASER). ~ I I,I� ISLANDS �- 15 2 I ;" THR7EADED STEEL CAP CC CC PRODUCT DISPENSER). /�- un HUo 1+ 3 2" GROUND JOINT UNION GC CC 3. t 18ERCLASS PIPE AND FITTINGS TO A. 0. SMITH Oil $YPM'0 cNEcx 4 3" FIOERGLASS ADAPTER GC CC AMEK(;N. FITTINGS MAY NOT BE MIXED. • ----- VALVE CN 19 I PELL X NPT FEMALE $u3uERSr!3LE 11 r 4. F CEL PIPE SHALL. BE SCHEDULE 40 GALVANIZED. -- I PuuP I II 5 _ �2" UNISEAL GROMMET GC GC rlu^ Ur+l._AOLO + 0 -- - 6 4 2' FIBERGLASS SUMP CvLLAR 0 S EEL FITTINGS SHALL BE .LASS 150. USE GASGIL; 3"o ,RP -1 -�3"m FRP I G-_ II 7 FIBERGLASS PIPE A. 0. SMITH CC CC i SOFT SET FOR PIPE JOINT SEAL. j VAPG: RE,URN LINE - II II RED TH1IEAD II OR AMERo,,,l 5. VAPOR RECCVERY PIPING SHALL BE LAID AND REDUCE 17 2"o FRP SLOPE LINES 3" FRP TEF DUALOY 3000 l CONTI':000SLY SUFPORTED ON A 6" COMPACTED LINE VIHEN :'ONNECTING TO inNK _ 8-1-3" 1BERGLASS QO' ELBOW CC CC BEDDING OF NL '; CLEAN SAN). NO PIPING SHALL BE TO LAST SIXiOS"cS J 1/8- PER FOOT 2 ' 9 3" FIBERGLASS TEE CC �-CC SUPPORTED BY BLOCKS PLANKS. TRE,4C,1ES SLOPE LINES REGULAR UNLEADED 1U 2" FIBER' LASS PIPE A 0. SMITH GC rvU SHALL BE BACKFILLED COMPLETELY TO THE SEE STAGE U PIPING PLAN _ Q - UNDERSIDE OF PAVING WH NES'/ CLEAN SAND 2"o FRP TO TANK GRADE TRANSITION DETAIL 3" FRP TEE -- RED THREAD II OR A>.tE;RON ©ELOw RETURN LILA: 1/8" PER FOOT _ _ I UUALOY 3000 6. STAGE II VAPOR RECCVERY TANK IS TO 8E US:.D -�T ISLAND ` -- PLAN s"° FRI I - E. 1 3" C 2" REDUCE _ ONLY WHEN APPROVED BY FIELD ENGINEER. ER BUSHING GC G 7K\ VAPOR RETURN LINE REINFORCED CONCRETE 12 FIDERI,L,'.S i RECUC'ER BUSHING GC CC\r} UIoR ASPHALT PAVE xENT + �� 7. F18ERC_A'S3 PIPING CON1:ECTING VENT VALVE0 PRODUCT LINES J STAGE H PIPING PLAN 2" X 1 1/ 2.' NPT FEMA I_ COMPACTE.. NEW 13 STAINLESS STEEL VERTICAL TO I GC �0 MANIFOLD SHALL BE A h11NI�lUM OF �.'-0' TO EI FRP - SAND FILL AVOID USING A FLEXIFILE CONNECTOR. RETURN UNE NAGE II VAPOR RECCVERY TANK F?\IRFIELD INDUSTRIES !MODEL VT g• RESERVED OR EQUAL --.- ,, PRODUCT VAPOR \� Z 14 3" S1EF.L PIPE NIPPLE Cr- GC 9. CONNECT UNDFRCROUND STAGE II PIPING TO .VPD / 10 UNES 7 RE TURN // r UNE \: ' _ SCHEDULE 40 GAS `/ANIZED DISPENSER PIPING DURING CONSTRUCTION FOR \� /X/ co 15 3" STEEL TEE -_� GC CC BOTH IMMEDIATE AND FUTURE USE. SCHEDULE 40 GALVANIZED _ �-- 10. FOR SINGLE AND DUAL DISPENSERS, STUB UP THE 16 MANUAL DRA��/ OFF STIFF? '" S IEEE � CC CC Nozzle, PRESSURE Flow CONTROL TCST SPOUT TAP v^LVF PANEL �� '' + PIPING AND CAP OFF 'MEN PIPING �'.'iLL NOT BE NOZZLE ,\mo /�\its/: ?!PE SCHEDULE 40 GALVANIZED USED IMMEDIATELY. 17 3" THREADED STEEL P;.UC I CC CC �� • , , �--- 1 7• �. �. 18 12" CURI3 ©Ox OP.v 104-A 0 CC 11. BREAKAWAY (,uUPI_ING USED IF REOUIRED BY r' 19 1L2 _SIPHON LINE SCHECJLE 40 GC GC LOCAL JURISDICTION. �\ FLOW ME'ER 1 Z GALVANIZED STEEL 12. IF BREAKAWAY COUPLING IS USED: MODIFIED 20 RESE..v`D HOSE LENGTH 9'-0", VENTURI POSITION 34". VEHICLE DRAIN _I I TRENCH DETAILS �� PIPE , 0_5 PsI 0 3 RESERVED USE 12" "WIP" HOSE \'11TH DAYCO C200 BREAKA'�.AY. GAUCE 2 I RE5ER'�ED A'-0" VIN �---' \ 0-I' I o_,o �sl + 23 1 RESERVEp 13. IF BREAKAWAY COUPLING IS USED: CAUGC RECULAICR \� 24 VAPOR CHECK VALVE. EMlC0 0 CC HOSE LENGTH 8'-0", VENTURI POSITION 29". FROM - USE 12" "WIP" HOSE `'11TH DAYCO C200 BREAKAI'�AY. 0-10' NITROGEN GAUGE � SOURCE C I /7 5 ' �� IG 5/I6' '��!EATON A-227-001 ! - 1 1 o slot 25 , CO-A;(IAL HOSE �'�iTH VEINTURI I-- 0 GC _ DAYCO PETROFLEX 2000 14• IF t3R'EAKAWAT' COUPLING IS USED: r - PRIMARY HOSE LENGTH 6'-0", VAL� 58 % s 26 RESERVED SECONDARY HOSE LENGTH 5'-6". BREAKANAY t� ; -j -• - -r.;,� A. STAGE lI NOZZLE E!�ICO WHEATON 0 GC COUPLING TO BE BETWEEN HOSE CLAMP ANG NOZZLE. STAGE II PIS vG DETAILS I- A-'1001 ',711HOUT CHECK VALVE _ i1 I -4!--, ""POR 28 I STALE II NOZZLE EMCO WHEAICN 0 C;, II 15 IFSTI�IC PROCEDURE PRESSURE DROP & ' EXTRACTOR WITH A SIDE Umlo" rkIR p T (JUNCnoN A--;C05 WITH CHECK VALVE UN PRESSURE TEST THE STAGE II VAPOR SOAP LELOCKAGE TES r- UOx SIDE" 29 GILBARCO NOZZLE HOOK �- 0 CC '_INE FOR ONE HOUR AT 50 PSI. BRUSH :, SO;.? ` I -` FLOAT VENT VALVE I 2- IMP VAP01 AND '��.Tc R SOLUTION ON EVERY FI"71NC :.N'0 APPARATUS _ nc>vlzN PIPING - PART NO. K35185 UNLEADED 1 .. DET AIL A .-�-� - _r- _ � INSPEC C FOR AIR BU98LES. IF STAG: L �'��?CR �� - - PARI NO. K35186 LEADED RECOVERY TANK 13 IS USED, REDUCE PRESSURE I 15 i 30 RESERvED 31 HOSE RETRACTOR ASSEMBLY 0 CC I TO '5 PSI FOR THE TEST. PO�IECO HI.'.LAST 73" -7 , \FTER BACKFILLING THE TRENCHES, BUT SEFCRE 32 C-0-AXIAL !OSE WITHOUT vENTURI 0 GC PAVING AND SETTINC THE OISFLNSERS, PERFCR;.1 PLAN �_DA'(CO PETROFLEX 2000, THFRM01D - III THE "PRESSURE DROP OUPIINC FLOW TEST" AND NOSE lEncn�: 12'-u' I - I 1Q -G No vE,<Tur,I �' 33 NCZ7_' E HOOK ExTENSIJN 0 CC THE "BLOCKAGE TEST" ACCORDING TO THE Iuul Po�T,oI1: }�. }7 I GILB,, .R;,O MPD PIPING 3�, NOZ"RLE H000 0 GC PIRCCEDURES IN THE NEW YORK STATE DEPART:lc.NT _OSE L_r,Gnl: 9•-6• �1 2, .�,+rur,; roslno.: iv" I 35 GnSOI_INE CONNECTION HOSE GC GC I, OF ENVIR 'MENTAL CONSERVATION "DEC TEST 36 I VAPOR CHECK VAL',/E i U GC PROCEDURES STALE II VAPOR RECOVERY" OR r- SAN DIEGO COUNTY AIR POLLUTION CONTROL 32 i 1 E IIC3 1'1HEATON A 22` DISTRICT TEST PROCEDURES TP-79-2 AND TP-79-3. ----�-u;�� I ( Is /;• 137 THOSE CLAMP - -AYCO 0-1 CC 7 r1T.9uI }t I I o soc 138 l RESERVE-D RECORD BACK PRESSURES MEAS!FRED DURING BOTH r-, I^I I i , , I I_-.1• E ! I 139 RESERVED 1 TESTS VvlTH FLOW RATES OF 60 CFH AND 100 CFH --1,- ,(lU Z7 c �" PIPE I ITC G� ON THE DATA SHEETS PROVIDED. If _rte _T-- 0 . O..,PRESSION SEAL FOR OiAI-' 01.1; ',Ll:t /CT;(1 r _"� 1_--- I }} i ,� - ~ r TOTAL CON T A,NMEN T I - I 1 INCHES `�J _`�L 2tI �.� a' rrnxl� I -�� OL 0 uLEE c_ I BACK PRESSURE MAY NOT EXCEED 0. 5 HES OF O k �:;1� .U� ,:,II ;f 3=_ � 1.-_�. o _ y I I 1 _ I `CATER AT A FLOW OF 60 CFH OR 0.95 INE. _ I ';1 15 A'I Iv' v' FJ-042 0 GC S I; -•�y I I� TOFAL CONTAINVENT I OF `'CATER AT A FLOW OF 100 CFH. IF LIQUID I + Y= .I I A00'U;T NOZZLE A ;IOC C I�1 I_, I N -�� l 12 1 1/2" X 24" FLEXIBLE CONNECTOR- CC CC BLOCK ACE IS INOI ,nTEO, MAKE NECESSARY R'EPnIRS r r. 1. ! ©Ox SIOC , �'I j I u:;tAL11NG �- -•� -7�1'�I ? \ }5 I RESIS T OFLEX OR EQUIVALENT I Coexl�L IIosI. MUST I I ;raeC tI 1+o27LE I I ' I� E ^3 CU�IPRESSION SE/1L FOR 1 1 2-�- I _ I OR ADJUSTMENTS TO ELIMINATE THE BLOCI�i�GE. �' FST VAPUp ! I I I rl TL,�V PIPINk; - l l,C GC - I _ REPEA f THE "PRESSURE CROP DURA .or Ioual ccouNO 1 coArl,.L ,IoSE ►�u5T '1- � }b PIPE, TOTAL CONTAINI,IENT ; VC FLOW/ TEST" c� ►:D � r+oT iCUCI� crICUNO ( I I -__ _ AND THE "BLOCKAGE TEST AFTER COMPLETION OF CR IS•_Al,o �\ , ;i I 1 1 /2" STEEL COUPLING _ GC GC THE YARD WORK AND INSTALLATION Or DISPEN'S=%S. � �.� I p SCHEU'JLE 80 EXTRA S_TROIyc; ~� �I _ �_ _ _!a= 1//2'* 'STEEL PIPE NIPPLE CC GC SUBMIT COMPLETED TEST DATA SHEETS TO THE �l SCHEDULE :0 CALVANI�ED FIELD ENGINEER FOR APPROVAL. ELEva T IOr� PLAN 46 1 1 /2" C 11" REOUc'R _ CC GC �' ' PIPING NPI FEMALE X NPT FEMALE�l-�-- ELEVATION ELEVATION WAY' IE NIDD - - I cc cc SINGLE DUAL DISPENSERS �_ 1 STE1.L PIPE NIPR'Lr I _ COMPANY I(_�ARCO Iv1PD V,/AYi�1E MGD - - /N i S�:.HEDULE �,0 GALVANI��I� I. L�, 't3 1" STEFL UNIG�V I I ;C CC � P OI " 17� 49 G1LB RCO VAPOR PIP!NC I u cc RETAIL f�1ARKET'NG Il IN TL_RFACE KIT PART NO. K3517b s�� I r,E�t�2vE0 - I DESIGN AND ENGINEERING i - 51 RESERVED ; 200 PUBLIC SQUARE; n moi?" rPPROx. 52 1 1 -2" STEEL UNION 1 GC y--- CLEVELAND, OHIO 44114 Pn00uCr u11c I.LL� I 53 DRESSER 'NAYNE VAPOR TUBE O GC I UN1O�5 OISPEvSE� 56 5) r, - r.IAiJiFOLD KIT �L A �--� I {'�OJUCi LINE 5�� I `ri__ - +� O "^''o`s 4 PART N0. 9182.7.5-KIT -'ox___J) I ton or ISLANO � T-+ I TAGL H VAPOR RECOVERY 13/4" GALVANIZED G., GC t ,7 (,5 CE�tv�on I REIDUCFR NPT FEImALE X NPT MALE<, FurLRE Usc55 .3/ ; Cnlv_nNI7ED 90 ELBO'v� GIL13ARC0 & WAYN E.'7 /' ,�- 'OP or ISLAND O� Or ;;LAr;O J J/ `' ,'bs`] '' '' L v�POR Sb 13/,1•„ GAL_VAPN'I7ED NIPPLE CC GC J r. .{ �-�I. 2' FRP RETURN PIPU--G r 4" Z - GC C,C _ „ <o ;� �� 3/4" GALVANI�EG UNION 7 '� r •' _ 53 PRE_S_SU;�E FUO`' UNIT GC CC f / DWG. NO. 5`� �� G w 7 II ('o) D'`� Lhl_UND Pf20DUCTS 1320-1 �I � C 40 9 SULE MADE BY 1, I I .r= i►�'�� S'''t:�+%� 0 17 DATE CHECKED 9v I OATS OWN CKO 1 L-j �� 0�1 PLAN - SiNGi�E I�rvls,oNs: ._._.�- C9 0 `� Dl'~L & DUAL DISPENSERS WAYNE MCD DISPENSERS � SING SWING JOINT- GILBARCO MPD SWING JOINT - STAGE H USE SWING JOINT STAGE U USE STAGE H USE -------. PERMIT N��. i 2Ax3w MICRO-view or OHIO. INc. •Ioao 'I'101111III'III'I'1'I'I'1�1RI1111111I1111111I111111111111111'�1111111IIIIIIiI�'111111,111111 I111IIIt��IIIIIIIIIIIIIII11111�iI11111111111111111�1�111iI�iICilllfllll�l'Itlll�llt�l't�lllll 4 a NOTE: IF THIS MICROFILMED �---� I--�- 2 ..-_.....3...v...,."�..�.,4 _ 5 -_--6 7 8 9 t10 11 12 DRAWING IS LESS CLFAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z LZ 9Z SZ b'Z EZ ZZ 17, OZ 61 81 LI 91 SI bI EI 71 II 01 tS 9 L 9 S _ b IE-- Z 19191101 InIIIInInIIIInIIunllnllnul�Iulnl[,lullltllllnlr�IIIIIlItlltate+�Irtrlrrrr,fNn111nI11111uIIlut111111It101hnlllllllulllnnlullllnllllll(nnInIIIRIIiulllllulllul1111IInIluu111nIIn111111�III1�Ullluulullllulln11111u11111�1111�1tulJllll!!!!I'F� FEBRUAR' 28 1992 i - 4' TOOLED JOINT CONCRETE SLAB ---, T-DRIVEALT FINISH STREET -� FINISH SI'RE!`"f / EXPANSION JOINT _ � _ r PP LINE EXPANSION --- PROPERTI UNE ' 4� - OWr`�tR FURNISH _D MATERIALS SEE PLOT PLAN FOR r JOINT SEE PLOT PIAN FOR R. 1/20 CHAMFER CD PITCH AND FINISH GRADES `� PITCH AND FINISH GRADES N CONCRETE REQ 0.1 D TOP SOIL ASPHALT ASPHALT DRIVE --- CONCRETE 0 L p SUPPLIED INSTALLED r 8'G71vC. SLAB � � N _ 8`GONC SLAB r 0 ��/1\ DRIVE - CONCRETE DRIVE SLAB WWF 6X6-W1.9XW2.9 C4 L; I __T1 ao REF. ITEM BY 6Y o C`' � 11 _1 3 DIA. S1EEL SUPPORT ONMER G.C.�- r •I X- - -- - - X U' ---X " �6� 6` CONC. SLAB _ Z c; Z 77 IPE AND 3/4 DIA. STEEL V-0" 6' STREET CURB X X_ X , -- X AIR PIPE 1 6 0 STREET CURB o O m r WWF 6X6-W2.9XW2.9 -' WWF 6X6-W2.9XWr2.9 - ------- _ T - .•• �••. 11-2 5/16' I.D. HOSE (250 PSI OWNER G.C. a '� I-- WWF 6X6-W'2.9XW'2.9 ` ' F-- WORKING PRESSURE) W/ � � � - BAYONET AIR GAUUE INSTALL EXPANSION 1'-4` � WWF 6X6-W2.9XW2.9 WWF 6X6-W2.9XW/2.9 1: 3 SLOPE X14 REBAR 6 11-3 AUTO - PORT AIR BCCI OWNER G.C. TOP & BOTTOM JOINTS 20' O.C. MODEL B 142 SECTION SECTION SECTION 11-4 3/4 PIPE ASSEMBLY WITH OWNER G.C. SECTION AIR VALVE VNE END CONCRETE APPROACH & ^ END 90' ELL AT OTHER CONCRETE APPROACH & 2 KEYED CONSTRUCTION JOINT IN 3 SECTION SECTION SAWED CONTROL JOINT IN ASPHALT DRIVE CONCRETE DRIVE O 4 - CONCRETE SLAB C� STANDARD CON 5 . CRETE CURB O CONCRETE' 6 11- . _ 8. ASPHALT DRIVE 0 CONCRETE s 1 1/4 SUPPORT PIPE OWNER G. TE SLAE3 0 __ _ t 12 GAUGE GALVANIZED METAL GUARD RAIL EXPANSION JOINT -- ASPHALT 11-1 3" DIA. STk:.EL PIPE - CAP 11-6 1 1/4' SUPPORT FLANGE OWNER G.C. 1'-8' SQ. 1 B` OR CONIC. CD BELTED TO METAL POSTS PER STATE GRATING PAVEMENT 11_4 11-7 3/4 SUPPLY UNE OWNER G.C. -) DEPARTMENT OF TRANSPORTATION SPECS. I CONCRETE EXPANSION JOINT HOSE W/ BAYONET TOP OF AIR PIPE SLAB � � • • o AIR GAUGE17 11-7 • - N FULLY a m (NOT SHOWN) 3/4- SUPPLY OI 11-3 1 FINISHED N p I PPE SU L 9-1 11-5 11-2 r iv �' `� 12 GA. STEEL CURB OWNER G.C. FIN. GRADE ENDS I I ANCHOR 11-6 SEE 3 0 , X - X < T GRADE SUPPORT 19-1- 16' POLE WHITEWAY OWNER G.C. 0 ` ::. .• . . > r o °0 J 0 SLOPE FLANGE TO MODEL 16 -SQS-507 ~ CONCRETE 5' 'SQUARE -" STANDARD GUARD I - iaa r 1 RAIL POSTS r o 0 0 of •I PIPING ISLAND. 40 z tD FURNISHED TOP OF ISLAND 19-2 400 WATT WHITEWAY OWNER G.C. W6 X 8.5 X 5'--9" LONG - - CONCRETE BY OWNER r TO BYPASS --�- MODEL LRI-400-SMH I ' I FIXTURE I WWF 6X6-W2.9XW2.9IV � � 8 6' 1'--6 1 4' 6' YARD DRAIN TO REGULATOR PIPING I (HIGH PRESSURE) 12'-6' MAXIMUM O.C. E.W. OUTLET (LOW FURNISHED OF REGULATOR REFER TO DISPENSER 19-3 (4) 3/4'• X 4'--0' LONG OWNER G.C. 2'-8 1 4' PRESSURE) OF BY G.C. MANIFOLD DRAWING 13 AND PLOT PLAN ANCHOR BOLTS WITH SECTION REGULATOR MANIFOLD INSIDE^BUILDING. FOR EXACT AIR PIPE LOCATION. EXPANSION JOINT I N SECTION HEAVY DUT� GRATING AND FRAME INSIDE BUILDING. 3/4 SCH. 40 ANCHOR PLATE AND 6' 0-,7 8 SHALL BE EQUAL TO MCKINLEY 3/4' SCH. 40 1 -0 CONCRETE GALVANIZED STEEL THREADED PROoECTION CONCRETE SLAB O HIGHWAY AGUARD RAIL g IRON WORKS TYPE PGM 20'X20" SECTION (1D0 GALVANIZED STEEL FOUNDATION BY G.C. AIR PIPE BY G.C. 0 11 20-, —• WITH TOP FL,NGE FRAME. - BARD DRAIN AIR PIPE YARD AIR STAND ISLAND AIR STAND o ADMIRAL FLAG OWNER G.C. TABLE 1 AND FLAG POLE 6' - 1/2` CHAMFER �'�� a CONCRETE 20-2 WHITEWAY OWNER G.C. STALES 3"RIGID BOARD (TYPICAL) A •A 4' SCHEDULE 40 SLAB -- MODEL LAI-400-MH-15 STYROFOAM UNDER WALK 0 Z a - 3'-00 SEAMLESS PIPE. - NEW 1 1/20 ASPh-,LT OVERFLY W/ MULTITAP BALLAST AND AL, Fl-, GA, M S N 0 � � DARK GRAY PAINT. SP2-2 PIPE SUP FITTER N C. SC, TN N 0 r71-- ALL OTHERS YES o o — - SEE PLOT PLAN 0 I I PLAN B 3 TIE - �t-�-8- X 23-1 ISLAND FORM OWNER G.C. N — ' I I --~ WWF 6X6-W2.�JXW2.9 O 24 Q.C. I70 MSUBGRADE 23-2 AMENITY UNIT OWNER G.C. VARIES 5 REBAR ASPHALT EXIST. SEE 4'CONG. WALK SLOPE 1/4' EQUALLY SPACED 0 O INSTALL r � 1 `V 3'-O" MIN. ASPHALT PER FOOT BSG EXPANSION m FIN. GRADE BINDER __ 26-1 DIRECTIONAL. SIGNS OWNER G.C. NOT USED PLOT PLAN FROM TOP TO I JOINTS POLYESTEP. RESIN TRENCH DRAIN 3' CLR. COURSE BOTTOM 20' O.C. BY POLYDRAIN, ACO, OR POLYCAST. �,p FIN' GRADE CAST IRON HEAVY DUTY, BOLTED 1'-0' O EXCAVATE TO SUBGRAUE ALONG CONCRETE cj 0 DOWN, INLAY SLOTTED GRATE. SECTION B--B N SLAB AND PLACE ASPHALT BINDER COURSE TO • 1 1/2- BELOW CONCRETE SLAB. OVERLAY WITH 1 1/2- -STYROFOAM /2` '' ••` � ASPHALT SURFACE COURSE 12 GA. STEEL CURB SE�T�ABO EM 1 ABOVE O 12HAR 0 DRAIN #4 REBAR ;,� FACING 13` HIGH 13'-1L0.6% MIN. CONCRETE ALL OTHER MATERIALS ARE SUPPLIED AND INSTALLED SLOPE BY GENERAL CONTRACTOR. r SECTION A— A SECTION 12 SECTIO' SECTION ION � 13 � BUILDING SIDEWALK O 14 15 SECTION OVERLAY FOR EXISTING HIGH CONCRETE CURB O TR � 16 _ ENCH DRAIN O 17 GUARD POST O ASPHALT DRIVE O SECOND FIXTURE 12� �"" FlXTJRC — _ 5,-O• IF REQUIRED, IS tg_2 PLAN --� 19_3 I LANDING SHOWN ON PLOT - ❑� ror oris PLAN p - ANCHOR BOLTS 20_1 NOTE: 2'-6` Enn POLL 1" CHAMFER '� 1' GROUT o I r IF VACUUM IS 3(9 p 19-1 ALL EXPOSED / NON-SHRINK � CONC. o PLAN VIEW LOCATED INSIDE Z a EDGES TYPICAL WALK CURB POUR C0 20-2 FLAG POLE VACUUM VAULT a io 4 -0 MAX. BASE ONLY. - _� - - 4 -6 <m U ASPHALT RAMP o 3/4" COPD. , BASE COLLAR o DESIGN CRITERIA: 3/4" CONDUIT RAMP SLOPE -- 2� - 2�-6' FOUR WOODEN 20 - 1 o MEDIUM CLAY SOIL, ''� � WEDGES BLDG. 1':12' (TYP,J "' 30 F'SF WIND LOAD. 3�4 o PACKED DRY SAND WALL R R II '- ' FlFIISH GRADE � � ANCHOR � r II — ANC BETWEEN POLE • ELEVATION w: 2, �n CONCRETE AND TUBE AFTER I �i o VIEW DOOR 2'-6' FOUNDATION ERECTION r� `f no ASTM d NOTE: YARD LIGHT SHALL BE LOCATED 3'-0' STEEL CENTERING 5 —O" 5 —O"MIN. MIN. 60 RE EPT Cin LE VACUUM MIN. FROM CURB. 2 -6 ASTIA A-36 \ A-307 WEDGES MAX. SLOP T E 13P OIL COMPANY PAD VAULT BASE SECTION SQUARE P�.ATE NUT STEEL BOTTOM PLATE 3'-6' � CONCRETE 2'-O'MIN. ON LATCH � "-1 2" ELEVATION 4•X4'x3/s' FOUNDATION SIDE of DOOR �- 18 FOUNCATION 19 STEEL SUPPORT PLATE GROUND SPIKE Irl ___-----`-' _ s MAX. RETAIL MARKETING VACUUM BASE YARD/ISLAND LIGHT YAR '; O 20 733 PLAN ONLY � DESIGN AND ENGINEERING _ D, _ AND LIGHT ELEVATION FLAG POLE & BASE O S 85 850, 1152 & 1200 21 HANDICAP RAMP 200 PUBLIC SQUARE (4) - 4 DIA. STEEL POSTS, 7' LONG, _ - TYPICAL HANDICAP RAMP CLEVELAND, oHlo 44114 4' BURIAL DEPTH, FILLED W/ CONCRETE - ---')9"w� 11- 3 -1U 1 2` S` MANHOLE ��. _.��- _ EVEN WITH GRADE3.5 0 1'-11 1 /4" 1'•-11 1/4" OPW ;04A--1044 OR EQUIVALENT �.� 1j-- rnlR 3 " 6' HIGH BRASS �� 3 p BOARD ON BOARD 0 0 0 1"TYP• AMENITY UNIT RECESSED r - ASPHALT OR CONCRETE 6 _ __- 42. - -� YARD D & DRIVEWAY WOL.MANIZED CEDAR 23_ - - PL JG MI PAVEMENT � No1f. 1,` PAD is 3 5 8 DETAILS WOOD FENCE - T t� rm+ wotmmNc / " (3 SIDES) I I w MIIECTL.Y ON A G7rttalElE 3/8 -, w -Q' _ W FOOTING SIDE ELEVATION SURFACE. --� 2" _- _ I I _ L _4 0 MODELY9150FRONT ELEVATION WOOD GATE SHALL �.3 1 � - 2 3. DWG. N0.: 16 REV.: 6 BE FRAMED WITH 200 \� I I // 1 -2 a m FREEZELESS YARD _ _ MADE BY: CDECO GALV. STEEL PIPE. 6" RFw�'no o �--a- - - - •1- � i � HYDRANT � DATEE•MA� 25, 1988 CHECKED BY: rE0 O 6'0 SEWER CLEANOUT 1 OR APPROVED EQUAL o GATE TO INCLUDE CONCRETE PAD I I � REVISIONS DATE DWN CKD 3*0 TERMINAL POSTS N -�- 3' - AND HARDWARE o 14" 18 1 1 7`12' 1. REV. DET. 11,17,18,22 ADD DET. 26 9/22/88 CDE 0 2. DET. 11,15,18 6 19 89 CDE I 04 - 1 CU YD OF 3/4` COPPER 3 8" DIA 3. REVISIONS To DETAIL NO. 23 1-4-90 GPD 3/4` GRAVEL TYPE K WATER LINE 4. REV. T(, DETAIt_S 18 Ir 26 -12-90 (SPD 10'-0' �i PLAN �2) AMENITY UNI T SECTION aRc,unlD wEEP 2 '/2" _ �_ �" sr— '/2 5. REV. TIJ DET^IL 26 7-30-90 GPD 23 2 4 HOLE , 2 rj 5. REV. TO DETAILS 12 k 21 RUBBISH ENCLOSURE ISLAND FORM SEWER CLEANOUT O c use 4o WIDTH ON 39 sl s -2d-90 GPD LANDSCAPE AP � SECONDARY AR �' SI P 6 C E H YDR AN T SIGNS•� LAN VIEW * USE 5r WIDTH ON 56' SIGNS -- PERMTT N'". r;F' . '.,:::' a� � •.li..yi•n..w.+•r� .A.. _ — - - , _._ -_ _r RYKi 4Yt'iiV14i::Wi::. ...r....;.. .-....... .. . ,......_...�......_...... ..... ..._._. _ _ � � - - . _ - ( ( � + I I I I iI I I I III I ( J ( I i ��I I I I�� . . _ �"; '.:�:_ _� .. o �:__....::.... :=-�? -•x--�Ft*. -- L�.,_,w,�i,r�-. 111 111 111 111 111 111 '1ILI1 I I tIt I 1 III I 1 III I ( 11` 1 I I 11 Jill 1 2 3 4 5, 6 7 8 9 i 0 I I 12 NOTE: 1 F THIS MICROFILMED __._�.. DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUF TO THF QUALITY OF THE ORIGINAL DRAWING. OE 6L 82 L2 92 S2 02 E2 22 12 r,,.' et 8� Ll 91 $1 *1 E I 21 I I 01 6 9 L 9 ; b c Z 1 ►►11uulnulnnlunlnnlnnluUllutI111IIlUtIllitlnulnuluN11111I�i�iI1111111III1IIilII �IIIII,IIIIIIIIIII�nillltllnllllllllllllllllllllllllllIIIill ltlnl111111 11IIliIlU,.1�111IIIIIIIIIIIIIIIIIIILII► OIIIllulunllu111ulIIIIlIIW1lIWtlllllllllllU lILtIIIIIIIIIIIIIWIIIII FEBRUARY 28 1919# 2 1 -- MATER► AL SCHEDULE lipBW - BUILDING MANUFACTURER GC = GENERAL CONTRACTOR Q T- 0 - OWNER S • SUPPLIER I _ I 1 - INSTALLER -�-- -- - N0. DESCRIPTION QT1�, 5 I MPC&f ,I ciewolice �-�frow '24 HR.; DECAL p N10002 14 ,1 QIP► 4ib. _ I I - .�-- -- ------ _- ---- - - ---- - -- --i 2 HOURS OF OPERATION GC DECAL # N10001 w If - 3 ICE DECAL # N10007 i — VATION — BACK RESTROOM GRAPHICS ENTRANCE ELEVATION DETAIL — CLEARANCE BAR d POSTER GRIP PURCHASING AST E (SILVER) 4 o cc FRA 1 ELEVAT10N LEFT SIDE WINDOW GRAPHICS LOC 6ATION ELE11 16 MARKETING DI MP Y� FROM w h RESTROOM P.` (; S 2 0 �� MEN # J003 WOMEN # N10004 C DECAL YELLOW 6 10" SHOP DECAL # N10010A 0 C STRIPE '/8' THICK 4_ 7/8" YELLOW STRIPE DECAL 1 0 GC 'Gr wri_ a 8 CtiEARANCE BAR # N10067 0 aC 6"DIA. x 8' OA PVC W./HARDWARE I j '1- 9 POSTER INSTRUCTION SIGN WITH t U 7 28x44 SNAP LOCK FRAME # N1006 10 '"AP WASH" DECAL # N10066 VARIES 0 C ELEVATION — RIGHT SIDE WINDOW GRAPHICS LOCATION 7 ELEVATION -- FRONT GRAPHICS 121 � 2 EXIT ELEVATION EXIT SIGN N N10065A 1 o Gc 2 1 VACUUM KIT # N10029/75 VARIES 0 C,C, t'-3 3�!8• _ ---T 13 YELLOW 1 3,/8" LINE DECAL VARIES 0 GC C. �I0 � CLV 10010 Ok rte{ 000 4 111 '^ CREDIT CARD 6 -Owm how : 8�1U Q N 0TES Emergency # A N � NO FREWARD � , , � - " oper~ MOKING �, I i ,V � 1. 2U" HIGH BP GREEN ACM SUPPLIED BY BM OR 20HIGH BP GREEN FIELD APPLIED DECAL # NG2090. • o of BP Yr_I ow - _ WHITL - ALL COPY ON ONE SHEET 12.3/4" HIGH x 2' 6.1 /2" WIDE. eta t;e' 3. ICE MACHINES ALL SURFACES THAT ARE NOT DETAIL — TYPICAL LAYOUT SCHEME A 24 HOURS DECAL SIDE ELEVATION DETAIL — VACUUM STAINLESS STEEL OR BRUSHED ALUMINUM WILL 3 8 1 � BE PAINED BP DARK GREY. I 4. CREDIT CARD DECAL SUPPLIED BY SALES,'ADVERTISING. 5. SEPARATE NUMBER DECAL COMES WITH HOURS OF OPERATION DECAL. 6. INSTALL ONE CAR WASH DECAL ON EACH SIDE N� cL� ooto FACING TRAFFIC. Q '^ CRED'CtCARL) n2 CENTER SNAP LOCK FRAME ON ALUCOHOND PANEL. L _ -+-'-AuPLIED AS DECAL ours t OBTAIN CODE FROM CASHIF IF APPLICABLE 5 m—�pm Monday—Friday - 3 DRIVE INTTO CARWAS ENTrk CODE NS} Aam 0 m 5aturda —Sl.nda 1 4 STOP ON RED LIGHT P y Y U� �. 5 PUT CAR IN PARK � -,-_I_ log �e� 6 EXIT ON GREEN LIGHT �oK Emergency # LD .Mo p A Iwapt�[wns M" • y NO REWARD •rum w �aRs Ok1NG "" e o of Bp - - Vol 0 R N t ON [N IM(,T t113F TO L004 ON MON-STAWIMG IIEYS I I 3 4---- '" FRONT VIEW 2 DOOR (AREA= 105 SQ.IN.) FRONT VIEW 1 DOOR DETAIL _ BP OIL CO . DETAIL — TYPICAL.. LAYOUT SCHEME B _ CAR WASH/INFORMATION SIGN RETAIL MARKETING q. 9 14 DESIGN AND ENGINEERING 200 PUBLIC SQUARE }--Q 26• CLEVELAND OHIO 44114 I J 4- 7 CFfJ Tek C)r (,rl 1N *fvICAL _ FiOTF� E NUS 24 EQ. 4' BUILDING GRAPHICS CENTER OF FASCIA � -2• Fi po 47TYPICALI 685/733/1152 KIOSKS WT-!t pr' ._.. ' & R.O. CARWASH ca w N �� 1 W, 2- �, DWG. NO.: 7— BG REV.: LV-3 3• d, 1/`h, _ —� - t3 CUT YELLOW STRIPE ON AN ANGLE '--SQUARE CUT YELLOW -CUT YELLOW STRIPE ON AN PARALLEL TO SLANT OF LETTERING STRIPE BOTH ENDS ANGLE PARALLEL TO SLANT NO SCAT-E MADE 8Y: G.P. DURINkA �7 OF LETTERING DATE: DECEMBER 7 1989 CHECKED BY: D.B.W'. REVISIONS DATE DWN CKD DETAIL — GRAPHICS AREA= 7.27 SQ.FT. DETAIL -- SHOP SIGN (AREA= 2.05 SQ.FT.� 5 DETAIL •-- GRAPHICS 1 . HEV. AREA IN BLOCK 5 & 1n 4-9-90 GPD 5 10 L GENERR A510NS 10-11- .� 1 ?BG • I �.�,I_,, , �. .-._�� - ----- _, :�IIIr' Ill�lli ill�llt Il��flt, tllllll 1�1�111 Ill�l�t I�III>)I `Illt�lli�lllll•IIIIIiIIIIl�llt III�IIIIIIi�i�� IIIIIItIIIIiIIillll�lllllle�lllli'Ii�illlalr�illllli�flilill`IIIIIIIfilt,.tltll►I `t � y ` - 2 3 4 5 6 7 9 9 110 —I I _ I 2 _ NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL - DRAWING. OC 62 82 LZ 92 SZ bZ EZ ZZ 1Z OZ 61 81 LI 91 SI t,I EI ZI II 01 6 9 L 9 S ��111uulnnlunllnllinllnnlr'iniui�Inlluult►ttMttnlnnh�e►Iiir,Illunlu116minu�u111u11�ttI111ttt�ttnln11111111nni1u11111111U1 nnIn111111111111IulIIIIIIIUIliu11111111111111111�1111{tllllllttllnlllulllln{ttt111tItI1l111W911111111iI11U�tllllll)tlllllt{{IWItH1 FEBRUARY282 19 9 Q -- MATERIAL SCHEDULE BM - BUILDING MANUFACTURER GC - GENERAL CONTRACTOR of.ti h c)1) 1 I 0 - OWNER S - SUPPLIER - I - INSTALLER i -Car tltt� -- - -- -, �-- ---___ ----_-—1-_-------- _ �`l i F i C�� IIC� NO. DESCRIPTION QTY. S 1 _ �_/ �. I - -,IT �--r-..-_ - Ow _ -_ 1 HOURS OF OPERATION C [i Fi - (24 HR.) DECAL # N1000� HOURS OF OPERATION _ I � G j 7 DECAL # N10001 - I I ELEVATION -- LEFT SIDE WINDOW GRAPHICS LOCATION -i 3 ICE DECAL N 1 6 ELEVATION — BACK RESTROOM GRAPHICSlooa7 ��F,�L� c' c /.-1 ENTRANCE ELEVATION DETAIL — CLEARANCE BAR 4 POSTER GRIP FRAME (SILVER) a c I ��c 1s (28x44) PURCHASING FROM a MARKETING DISi-L:.Y 5 RESTROOM DECALS �--' MEN # N10003 ( '� eFSh - ---------- - WOMEN # N10004 Off) YELLOA STRIPE 6 10" "HOP N10010A L/... I '/8" J_ THICKAf 1J# , MPC.4tf a - 7/8" YELLOW STRIPE Then CLEARANCE BAR # N10067 G 6 DIA. x 8' OA PVC W./HARDWARE ■ Yl 9 POSTER INSTRUCTION SIGN WITH 2 ELEVATION — RIGHT SIDE WINDOW GRAPHICS LOCATION 28x44 SNAP LOCK FRAME M N1006 ELEVATION FRONT GRAPHICS EXIT ELEVATION 10 15" CAR WASH # N10066 VARIES 0 GC 1'-3 3/6` _-� 1 EX'T SIGN # N10065A ' 0 GC CL 10010 VACUUM KIT # N10029/'75 VARIES 0 GC 2 Y``L'_0A' 1 3/8" LINE CREDIT CARD VARIES G GC OR10011 4 1 t'_D• I �- b /f,\ �n241�o�s Emergency # by NC REWARD I < SMOKING ;;=C4v W�wafi � I i of .BP 12 rYELLOW WH NOTES _ zy 'ie! �* TE 20 HIGH BP GREEN ACM S e 1. PP ' �- - ---- -- ---- -- — __, 1.__ _ SUPPLIED Pl 8M. - 2. ALL COPY ON ONE SHEET 12.3/4" HIGH x 2'-6.1/2" T '-_ WIDE. 3 DETAIL — ?YPICAL LAYOUT SCHEME A 24 HOURS DECAL ELEVATI .)SIDE ON DETAIL — VACUUM 3. ICE MACHINES AL 1 3 L SURFACES THAT ARE NOT STAINLESS STEEL OR BRUSHED ALUMINUM WILL BE PAINTED BP DARK GREY. 4. CREDIT CARD DECAL SUPPLIED BY �j CLVOiR0010 SALES/ADVERTISING. �I 10011 CREDIT CA 1CREDIITCARC 2 5. SEPARATE NUMBER DECAL COMES WITH HOURS OF OPERATION DECAL. Ours 6 ONE w"C T „TRAFFIC. READING ON EACH BUILDING SIDE 2 5 m Opm Monday--Fridaybmrwm�Mw� 7. CENTER SNAP LOCK FRAME ON ALUCOBOND iq I 1 OBTAIN CODE FROM CASHIE APPLIED AS DECAL IF APPLICABLE PANEL. 2 ENTER CODE (OR COINS) 5 m-LLpm Saturday--Sunday T—9 4 DRIVE INTO CARWASH q S C+R ON RED LIGHT Emergency # , Joe -� �� S PUT CAR IN PARK N 6 EXIT ON GREEN LIGHT op" MNC REWARD •ro• vAms to PICK-UPS C1kIIJG •roxr'w ~0115 y anioff' BPVAY 10I rW10'7TR=E5W0N�7UFOP DMMCF .1k LON-STAND,IK(i ITE YS i FRONT VIEW 2 DOOR (AREA= 105 SQ.IN.) FRONT VIEW 1 DOOR 4 DETAIL — TYPICAL LAYOUT SCHEME B DETAIL — 9 CAR WASH/INFORMATION SIGN BP O CO . 4 RETAIL MARKETING Q DESIGN AND ENGINEERING �1 rCENTER OF DOOR 2E" 200 PUBLIC SQUARE TYPICAL CLEVELAND. OHIO 4��14 CENTER OF FASCIA BOTH ENDS EQ 24" CLE 2* Aq 47TYPICAL) Q. Q. Q. TC-,17 BP oo .�P _ � � BUILDING Eci N - GRAPHICS t1w e� 1 _ Exit 550/1200 KIOSKS & 4021 CARUVASH CUT YELLOW STRIPE ON AN ANGLE l-SQUARE C1I1 YELLOW '1 PARALLEL TO SLANT OF LETTERING STRIPE HOTH END;, \ -CUT YELLOW STRIPE ON AN ANGLE PARALLEL TO SLANT DWG- N O„ � 7-- B G"-'H REV.: OF LETTERING SCALE: SCALES MADE BY: ��•� DETAIL — GRAPHICS AREA 7.27 SQ.FT. _ _,.F .UURINkA. 5 10 DETAIL SHOP SIGN AREA- 2.05 S .FT. —T _ DATE- oCTOa�R ,� ,ggo CHE 15 Dt I AIL GRAPHICS cEo BY. �•�.w. REVi510NS )ATE- PERMIT A PERMIT !'ln , BUP9i0074 17 OF 51 1 BG— H II. 1 ♦• ♦ ♦ .�,. k-. (�'M!:"" ..�4Mw•wow .ten .. .. ._. •-« ....itC4kF9�1RgI1MM�ti_�,....� 1 E •�•� ( I I ( I I I I I I I I ILII'IIIIlI11ItIIIIiII1111111IIItIll11�(III IIIIIIIIPIIIII,II�IIIIII IIIIIIIIIIII� IIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIItIIiIIEIEIIIIlIII11tIrIIIEIIIIIEIEIIItllltll'Ill .� � 4 8 10 I I 1� NOTE: IF THIS M ICP.OF I LMED2 _...�..�..�__.._.__5 6 7 9 DRAWING IS LESS CLEAR THAN THIS NOTIC1, -IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. QE 6Z 92 LZ 92 SZ b2 E2 2? 12 OZ 61 91 LI 91 SI t,I EI ZI 11 01 _Q 9 L 9 S -b E 7" I*OULU , I I•-- 1 1 �►!I�IIII�IIIiI111111111II11111111I111111111�I11111111ItI1tI1i11I1tI11tN1lllilltltt`NIIItIIII�IIIIItiII11I1�H11I111111;t1I11111111111111111111111111111111111tIIEIIIIIIIfIf�IIIIIIIlI11111�III1111111111111111Iilllllll�lllt�ll111lIIIIIIIIIIIIIIIIIIIIIIII��I11111111�II1111J11IUlll)11.11111IIlI�lI1111 �� FEBRUARY 28 19 92 241( WELDED CONSTRUCTION OF .063 ALUMINUM Q MATERAL SCHEDULE �� '_ETTER FAIINTED WHITE INSIDE. BP VALSPAR 1 BP GREEN TRIM CAP ( X48-C) ;BEEN OUTSIDE ON BACKS & RETURNS O COWNER RAL CONTRACTOR 5 INSTA�LLLR - KEY QTY. DISCRIPTION S ` 1 /8"7HICK #6509 ACRYLIC FACES. -------'� TRA BE INTERNALLY 1 31" HIGH BP WITH FACES,NEQN 0 GC '(SLL COLOR SCHEDULE) ► L TUBING,PK HOUSING AND SEE -�'� MOUNTED IN EACH LETTER TRANSFORMERS NOTE 2 i 15MM 13500 WHITE NEON TUBING (2 ROWS) + O WITH EUROCOM EUROBRITE ELECTRODES INDIVIDUAL TRANSFORMER BOX *EXACT LOCAl10N OF BP SIGNAGE SHOWN ON N,( AND E UROCOM HEISS GAS 60 MA NPF CASE TYPE TRANSFORMERS PLOT PLAN 1 GTO- 15 HIGH TENSION WIRE. 3/8"DIM. ELECTRICAL NIPPLE I i� NOTES --- 120 V. ELECTICAL MAKE-UP b"x 1 ) SIGN TO BEAR UNDERWRITERS LABEL. � 1 2) 120 VOLT SERVICE TO BE SUPPLIED BY C.C. 1 TO EACH OF THE TWO TRANSFORMERS. % TRANSFORMERS TO 81' FIELD LOCATED BY G.C. FINAL CONNECTION FROM TRANSFORMER TO KIOSK ELECTRICAL PANEI- BY G.C. GLOSS WHITE ENAMEL INTERIOR --- — - - - -- - 3) THE VOLTAGE AT THIS SIGN MUST BE 120+or- _�__ CENIFRtir', OF HUtLN()SF 2.4 VOLTS , MEASURED AT THE JUNCTION BOX — — NEAREST THE SICK vR SIGN LETTERS. ANY DEVIATION FROM THESE LIMITS MAY CAUSE TOTAL AREA = 10- 1/2 SQ. FT. S SERIOUS DAMAGE TO THE SIGN TRANSFORMER AND WILL VOID WARRANTY. 1 4) AVERAGE ILLUMINATION READINGS FROM EACH 1;4" -20x1" HEX HEAD MOUNT LETTER SHOULD BE NO LESS THAN 320 BOLTS, WASHERS, NUTS FOOT-CANDLES ON SURFACE. i % 5) SIGNS TO WITHSTAND WINDLOAD OF 50 PSF. i TRANSFORMER & AMPERAGE SCHEDULE 15MM NEON #6500 WHITE COLOR SCHEDULE LETTER B P FACES ACRYSTEEL YELLOW 6509 TUBE --- _. FOOTAGE COVERS JEWELLITE 348-C GREEN TRANSF. 60 MA-NPF INTERIOR ZINC "5" & POLYEU. WHITE GLOSS MOUNTING CLIPS (4 PER LETTER) OF .063 ALUMINUM BENT TO ANGLE, AMPS 120 VOLT EXTERIOR MANUF. SPECIFIED VALSPAR BP GREEN URETHANE PAINT SYSTEM (V40—C- 102) CIRCUITS NOTE: ABOVE SCHEDULE TO BE COMPLETED BY MANUFACTURER. SIGN AREAS AND LOADS: MOUNTING CLIPS: POSITIVE WIND PRESSURE, q+ _ 50psf, PER BP OIL COMPANY SPECIFICATION. MOUNTING CLIPS ARE CRITICAL ONLY UNDER TENSION (NEGATIVE PRESSURE) LOADS. NEGATIVE WIND PRESSURE, q- = 43psf, PER SECTION 2309 SOUTH FLORIDA WITH COMPRESSION (POSITIVE PRESSURE) LOADS, FORCE IS TRANSMITI-D TO " BUILDING CODE 1988 EDITION. CANOPY VIA ENTIRE LETTER PERIMETER. LETTER B AREA CAN BE CONSERVATIVELY APPROXIMATED AS A 20"x 31" 16 112" RECTANGLE, AB = 1 .7 FT. x 2.6 FT. = 4.4 FT? LETTER "B•• HAS TWO (2) MOUNTING CLIPS, EACH 12" LONG. TENSION FORCE ON LETTER "B" WINO LOAD, PB = AB x q+ = 220 Ib. EACH, T = (AB x q-)/2 = 95 Ib. LETTER "P" AREA CAN BE CONSERVATIVELY APPROXIMATED AS A 20"x 19" �Q( RECTANGLE ATOP A 6"x 12 RECTANGLE, AP = 1 .7 FT.x 1 .6 FT.+ 0.50 FT. ,- - -- x 1 .0 FT. = 3.2 F7? LETTER "P" WIND LOAD, Pp = Ap x q+ = 160 LBS. FASTENER BY OTHERS tk i LETTER FACES: .063 ALUMINUM WIND LOADS ARE APPLIED TO LETTER FACES MADE FROM 0.125 INCH THICK ACRYSIEEL BRAND HIGH-IMPACT ACRYLIC PLASTIC WITH MINIMUM ULTIMATE TENSILE STRENGTH OF 7,000 PSI. MAXIMUM LETTER STROKE IS LESS THAN 8 INCHES WIDE. WORST CASE SITUATION (900ANGLE), Mclip = (0.75 in.) x T = 71 LB-IN. N s clip = 0.0079 10I FOR EACH 1" LENGTH OF LETTER STROKE: fb P 9,000 PSI � W 0.35 LB. FOR 3003-H14 ALUMINUM, Fu = 20,000 PSI >> fb ==> OK= IN. — LETTER "P" HAS ONE (1) 12" CLIP AT THE TOP AND ONE 6" CLIP AT THE N BOTTOM. Ix0.125" PLASTIC FACE TENSION ON TOP CLIP, Tt = (Ap x q-) x [(380 x 21 .5) + (72 x 3))/ 8" (452 x 31 ) = 83 Ib. �— 0.063" ALUMINUM PERIMETER L TENSION ON BOTTOMOTT CLIP, CLIP I (Ap x q )CASE. 55 Ib. ( ) U' M p = 41 LB-IN O CENTERLINE OF _ Mmox = (0.35 Ib/in) x (8 in.)�/8 = 2.8 LB--IN FOR 1" WIDTH OF 0.125" clip 3 PO LETTERS THICK MATERIAL, s = 0.0026 IN3 Fb = 1 ,080 PSI << 7,000 PSI =_> Q�, s Clip = 0.0040 in fb = 10,000 PSI < Fu w LETTER PERIMETER: CL r_ CENTERLINE OF _ WIND LOADS APPLIED TO t ETTER FACES ARE SUPPORTED BY LETTER PERIMETER u BULLNOSE MADE FROM 0.063 INCH 3003-H14 ALUMINUM SHEET. A 1" SECTION OF 8" LETTER STROKE, CONSERVATIVELY CONSIDERING WORST CASE 70% - 30% DISTRIBUTION WILL EXPERIENCE MAXIMUM COMPRESSION, F = 0.70 x 8" N x 0.35 LB./IN. = 2.0 LB. � / Acx= 1"x 0.063" = 0.063 IN? fc = 32 PSI. BP OIL CO . EACH LETTER PERIMETER SEGMENT CAN BE CONSIDERED A FLAT OR CURVED RETAIL MARKETING PLATE COLUMN COMPONENT SUPPORTED ON BOTH EDGES. MAXIMUM SECTION DESIGN AND ENGINEERING LENGTH (BACK OF EITHER "B" OR "P•'), b = 31". b/t = 492 == > Fc = 406 PSI >> fc =_> OK. 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 I BP BULLNOSE CANOPY �.,.. 7" SIGNAGE 1- 1/4,. 31 BP LETTERS � DWG. NO. : 1 7- BP31 -C SCALE: NO SCALE MADE BY: G.P.DURINKA DATE: 4/24/89 CHECKED BY: REVISIONS DATE DWNCKD — — AM 2MII)LU BP31 BN ' 1 1'1 1111111'1'11II�11111I'illll1111111111111111111111I11111111`1111h pI'll111t11111llllrlflll1111'IIIIIr�IIII111�1III11141111111111I'111111111'11111111Jill'IIIIIrIIIIIII11�Illll�l111111111 i 2 3 114 5 6 7 J8 9 I'0 I I 12 NOTE: IF THIS MICROFILMED "'� – -- - --- — ----� DRAWING IS LESS CLEAR THAN THIS NOTICE 11 IS DUE TO THE QUALITY OF THE ORIGINAL _ DRAWING. OE 62 82 LZ 92 SZ 1P CO e2 12 02 61 el LI 91 91 f>I EI 81 11 01 6 9 9 4 d E Z 1266L6L" 1111n111IIlIullluulutllltnlnuln11�11111NIIIlU111utInit�sttr1u1111lllltullnu1NI111111I11tIIff11III11I11�1IIIIIIIflII1iIIIIIIIIIllllllllllllllllllllllllllllllllllllllllllll111111111IIIIIIIIIIIIIIIIII�wtllll"III1IuI111111111I1111111111i!IIIt1111I1111lilllll1111U11IIIIllllll�llullltl FEBRUARY 28 1992 2 4 )C T MATERIAL SCHEDULE 3 TTOP�OFDDOOREVEN WITH .-}�'4" BM = BUIL F / I .- DING MANUFACTURER _� /� _ GC _ GENERAL CONTRACTOR Stop engine No smoking �o�B� „N�,� Stop engine No , smoking DOUBLE SINGLE ` o OWNER S _ SUPPLIER .o..p •„ �,�.�. �,�..,. „•.�M — °' '� UMP w.,. It, �.,.,u m,w,rAs t. Sswn,. �,wM „t. ,mpprv..a ,� ..s P�P UMP - — — -- I INSTALLER .,,uH4•• NUMBER \' NUMBER NUMBFR \ -- C� NO. OESCRPTION Gry. S I ANGASOLENE HEALTHHIGs - PLACE EDGE OF DECAL _ 1 PUMP TOPPER # 891715P ;C ')_ PLACE EDGE OF DECAL - (CALIFORNIA ONLY) HANDICAP AGAII I� THE EDGE OF ^ EO. F O FACE PLATL _ r .,TOP ENGINE NO SMOKING rc -.-- ---- , -- u^;�.Nt 'lf'>LLT" AGAINST THE EDGE OF srMeoL --- ,-- � T AND SAFE'`y �YARNINGS (CALIFORNIA ONLY) FACE PLATE (FLORIDA AND a0 PARI N 10018 ) �//--�� OHIO ONLY) A HANDICAP / ( 7 ) ";:=__ r ( SYMBOL �/ - --' — `�—^_ - t ,hARN,'jG. "S UNLAWFUL L---- IRORIDA AND -PUMP TOPPER I PART # N10019 ) PUMP TIPPER 1 OHIO ONLY) I �� - - - _ I Ii CALIFOPNIA WARNING _ 4 GCTA �L RATING DECAL . OVERLAYS SCREENED _ - '/ "� \ ON WARNING - PART N10015 \ 111/16" \--CALIFORNIA WARN1/2/2 �� I RP SHIELD DECAL OVERLAYS SCREENED FRONT FACEPLATE ,,� PART i� BPSG036 ) Z Jr; WAPNIING FRONT FACEPLATE �� _ � ' DETAIL �' PUMP r,uraBER PART # �;1 OC 1 7 ) C_-J -- o N 10014 I -ANDI�AF' SYMBOL DETAIL - C7 Ca C7 I 3 3 4' FART - - � _ __._ , � # ) 10 L ! 8 CALIFORNIA HEALTH AND (. I SAF'ET'r WARNINGS HP YELLOW STRIPE ( FART # N2000I ) 9 HOW TO USE THE CLEAN AIR i NOZZLEBAY a AREA: PART # N20002 ,� Gasoline Health and A „.� -., �' . ; BP LOGO DECAL S-ATEWIDE: PART # N?0004 )j Safety Warnings ---- 1 Extrenel,, f lammublC vapors mu j FEDERAL LAW PROHIBITS Gx r exploda Harmful or Tata: If - ) swallowed. Long term exposure _ �18 3/8'- _ CONTAINS LEAD I PART # N20003 ) to vapors has caused cancer in some iabnratory animals. Chemicals known *n the state of Caurornla to PART # N 10052/N t 00Ei3 cnu� ,. e cn•�.er, birth der' cts, or SELF F-ULL DECALS 0 GC U ( other reproductive harm are found In g.so.Ine, crude oil, and many lnT � -- • ' "" ' � F�.l_L/SEL�, SELp/F�J'L WITH0 GC 0 other petroleum products and their, vapors, or result from tneir use. -- ARROWS Re1d and FoUew label alrectlons �H'?T and use care when handling or _��___— - 6 1/21 GREEN REFLECTIVE using n'. petroleum pecducts. (California Health and Safety Code FULL/ SELF WITH ARROWS (AREA= 106 SQ. IN.) -- S 25'49.6? vapopors,o aprolonged bre .thing a� - 6 112' GREEN REFLECTIVE vapors. aKeep face away from nozzle ana DECAL PLACEMENT vehicle fill aC.ening. DECAL PLACEMENT (12 I �. ■ Keep away from eyes and skin, • Never siphon by mouth, WAYNE MGD ; NOTES. GILBARCOMPD-3 w D� n�t ovrrFl;l tank. j ;. � J 40 3/8• -- L 1 . INSTALL. C) STOP ENGINE NO SMOKING 6 1/2' GREEN REFLECTIVE AND 3 WARNING: IT IS UNLAWFUL..... (AREA= 106 SQ. IN.) ONLY IF THEY HAVE NOT BEEN PRE— Stop engine No smoking INSTALLED BY DISPENSER MANUFACTURER. 1Jarn rgl It's unia# ul and dangerucs to dispense gasol,ne into unapproved cor'.t. �. INSTAL! D HANDICAP DECAL IN OHIO AND FLORIDA ONLY IF NOT SCREENED ON - - r FACEPLATE BY DISPENSER MANUFACTURER.,. NO SMOKING ETC. 2 WITH POST SCRIPT MINIMUM OCTANE RATING (R+M).'2 METHOD Q 3. IN CALIFORNIA ONLY, INSTALL ® CALIFORNIA GASOLINE HEALTH AND SAFETY WARNING i___TOP OF I R COL_QW. DECAL OVER STANDARD WARNING WHICH IS r rr• 89 SCREENED ON FACEPLATE. Federal law prohibits For use as a How to use the clean air nozzle i1� - — the introduction of motor fuel only 4. DIESEL DISPENSERS DO NOT REQUIRE 0 A .y . any gasoline containing DECALS OR GASOLINE HEALTH AND SAFETY lead or phosphorus into LEAD CONTares ❑C T A N E RATING DECAL WARNINGS DECAL. any motor vehicle labeled `a I 10 Y� UNLEAM GASOLM ONLY ii onli4n rompound-3 y U BOTTOM OF" FLORIDA & (';fl O SPREADER ONLY DIESEL Federa' Icw prohibits For use as a ` � o the introduction of motor fuel. only FLORIDA & OHIO � any gasoline containing 10 BOTTOM OF' - F0, EQ. ONLY C `-�.- 7 lead or phosphorus into CONTAINS SPREADER PLACE PUMP P I (} } Q-_ NO. ALONG VP or , r c• .enlc ty !ate', LEA - FACE EDGE OUKZADM 00yMM /OW-f II antiknock ump,u�dq �� 6 1/2` 1 11f�1� 6 1/2• L E , 11 EQ. E0. L, .� --� _ BP OIL COO T['•F X11 M.F�.D. �l' '.I M F I . RETAIL MARKETING -- DESIGN AND ENGINEERING 0 0 200 PUBUC SQUARE CLEVELAND, OHIO 44114 DISPENSER GRAPHICS — DWG. NO.: 17—DG REV.: 1 _ -I SCALA: 1/47-l'—(r II�AQE BY: G.P. DURINKA rCp OF DISPLAYDECAL PLACEMENT DECAL PLACEMEN _TOP Ol' DISPLAY _ _ r --- --- — DATE: DECEMBER 7.19 9 CHECKED BY: D.B.W. _ __ GILBARCO DIESEL WAYNE DIESEL REVISIONS - DATE CKD INNER COLUMN INNER COLUMN _ MODEL 5921 --S2 MODEL DL1Z367—IL/ 19G . MPD DECAL PLACEMENT MPD DECAL PLACEMENT SIDE ELEVATIONS DUAL SALESMAKER 1I - _ __ _ –__._� _ � -- – _ r✓ (CALIFORNIA) OR & WA - /2 17DG-1 PERMIT NuBUP910074 19 OF 51 r r � r _r• --- - � ' y,,r. �.. t ... r. r 1 r •III r 11 111 r I r I 1 r 111 111 ti(1 I�1 Y�• ". - - - ---_.� �QV�.....v �*+�� _. su�I�.+Ik:...: _ - -- �I -1 I I I III I r I r r I 1 I t r I I�jlr II ll) f')1 III I r ►I) tIl I I r I l l l I l I IIr r r I r i+r t l r l l 1 l l rt► � r art � (• ' � t • t ► � r 0'Ir r r r,r r I rIr r kl l r I I � l I l l ( � I' I l f l l •I � I I I ,) I I� I ( I ! � I ) I ( 1 ( 1 1 1 1 1 1 i l l l .� I t l l l 1 � 1 1 I I I + 1 2 3 7 S 9 10 11 12 NOTE I F THIS MICROFILMED k _ 4 5 6 DRAWING IS LESS CLEAR THAN THIS NOI'ICc, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. •-- - ----_ ,_—_ ..__.._------_-.�-;--- -_._:_ ._.._.__.___—,___-r__-__-..._._ 7,1 I I 01 4 B 1 9 S b _. E Z r airltw OE 62 97 L2 92 S2, t,z B? zz 1? J . Ott BI LI 91 SI 1r1 EI I 1 4 1 l � l 1 t '•-- I n1I1nr1nulunlnnlunlurrluulnralrrlGlnlrrt►I'lurinnlmrtnnlrtrr�rulrrlrl►rsrlrrrlluuh111111ti�1►rtllrllittlhtlul11111►11111) INtl111r�rllt�tt►I111uh1ulur,`'t11111uh111�111111UIItWlUlllrurlrullrlllhlnlrlullw�t111�I1uli1111Wlhtll�►1t►111)tllWllll►' FE BRUARY28 1 ' • L•..'• r.a.ww.ar.v-•w>-ws...v....ww...rw. _..+. ... _ ... .._. .r......-. .v -... ._ .. ._ «./.. ......-... -.r.♦.rww.. sw.s+. w••+ w_.•...... wwsu..+-.. ,.... .....w..r.+wr•.+...w....,..rrr*+..w.• wwr...-..r.. -._ .-., .. _.. ..._...rw+•.wvr,—._. .•r_..r.r.•w..+r..r•...rw.wr,....... • +w+»,... _.r..rrw•wr• w.. .......... rrr •..r.,..r. ... .., .. .. ,. ..•.•_+.. w.r.r-+ , ) I I l f - a ,, - _ - --- - -- -- - -- - G RADE IN Ift 6" r C, it STD.P 1 ., �• i_ j Illi_ ila== lI11 PIPE AIL � 6__ -- -- - . ._ _ �, 9 _1� ------ - - i G• �_1111=_I cJ, �I11lY!I11 - ' 'll� 7 G IIII-1111= -_ a =1111=9111 ---1,. GRADE LEAD PACKING ►'� GRr, c jlll -1111- S-0% c Q 1 i g' pll '.�• - illl � I' 3' 0" ' • !I I I� I I � - „ c: 7_E FINISHED �' g_6 FINISHED? ° FINISHED FINISHED -_ 3 IN +� GRADE I GRADE GRADE GRADE . -- _ -_ - - 5'- 6"Y - I -- -_ ^-- --- _ 16 _1111 ..-1111 ° w + III~ 1111=111+ 1111=1111 '1 I:II I ; '11=1111= ; . 'lll=1111= .5 N t 0 - I `� > 2 4 �I v 7. 1„ i 2' r— " 7 " I n I 3'- t/ II low + JL,I-- .• I 17 KEYED JOINT 12 „ - I - 2T� _-.• I ° -- c ---� ..- 2„- _a ' 2'/_--_ WN,Er� ESS b „1 3 �. 2 ., y 112" _�:3'� ' a . . . y I �• o W�LL ARE NOT I I O " --- 3 - TOGETHER B ) „� ; _ A A CALE • 3 = I - 0 '- " SCALE 3 = I - 0 2 2 __ 2 - 10 2 _��_ __ 4 \_._�_ _ _��,� _ SCALE : - - I - 0 SCALE • 4' - I,- 0, 4 1 I FI N:SHED i _-- --- -- - GRADE .) j -- — i 9 -- I' 6 I FINISHED r �• I ��= - i,, 2 S T D. I.= PIPE RAIL ( � ' ,»t + 1 '�• GRADE � ' W 6, 9 - � M _ •� ' ;I'I _ til ,, - FINISHED , " —'ill=ill` i • I 1 -. � G RADE LEAD PACKING HE D 6 g GRAIL_ , °. 1= , .1 - - --- I �I► r_ i _1� - 1 '4_Q'' c I_ ,11- I I i X1111-11 3 - 0, i -. 3 I 3 I 8 -6" ! 2_ 0 1 _ 17- 6 '. c ' GRADE ( G RrCE GRADE i KEYED JOINT GRADE WHEN BASE WALL -------- _ "' _ •y ARE NOT FCR,%1ED 6 6 =1111= III -- '- 111.=11111 �. '!Il_=1111 1111..111 _ -- 1 11=1111=-i TOG ETHER I ( =1111= 2-0 _ III`= •1111= , yt= -IIlI , 1 -6 -11111 Ip 2' - 6N ,I -6/. ''III t 2 � _ 3 0' — ...0 1,_10,, ,2_0 —733 00 4 / .n - /, a , •� °, •'�•3 !- . 0 L . - y 2_ 6" / T 2 _ 10 3 - 4 -- _ 4 3 --•_- - --- _ - -- SCALE - 3 I 0` SCALE - = I -0 E _- _ _ _ _ \Vj SCALE : 3 = I _ O" i SCALE 4 l'_ 0" �� 4 I 4 4 _^ '' HEDULP PER 10 ' WALL LENGTH � STEFI_ 5 �.:,-! EDUCE PER 10 ' WALL LE ��IGTH soHlo OIL COMPANY � • STrcL S � � _ RETAIL MARKETIN(3 DEPARTMENT - � r' - — - ►-�r'� � %^'` I VE.RTIC�AL RE !NFC,'RCEMENT _ { - HORIZONTAL DESIGN AND ENGINEERING I t VLP , ICAL RE11 JFOf ., EMENT HORIZONTAL MK ' SIZE N0. SPACING A B C U 51Z E N0. E F G � . SIZE NO. SPAI,ING A —D C D T E F I ti I Z E N 0. I G X00 PUBLIC SCUARE CLEVELAh1fl, OHIO 44114 .. B I ---� i o � -_-, _F I I 8 i ,f 7 r 18 0 C ,,2 00 4'-6 6 I 3.. �„ 6 15•• S„ , G.C. G 4 e 2 6 15 15 E 2 r l A 2 I 2 2 2 _ ! ___ i - -- --2 - - - --- - —� -- - L__ _ RETAINING WALLS I . -- C I „ „ 7 15 , ! I 1 •• H- I c III 7 18,f 0 C. 12 4” 5' 6' 6„ I 3„ i 4 E„ „ g I I�� I 9 �� F 2 18” G C. 2 5'-E 6 3 2 i ' f -. _.__ - -- --_ -if I; of it I- i fit 1 F -� D - i 8 16 0. C. 2-►0' Co- 6 3 4 12 - 1 1 2 I I 5 - _ — C - 7 18 O.C. 1 2 o 16-6 6 3 2 10 I I 9 y—� G 2 i _ _ -- -- _ - _ —t-- MADE BY D �� I --- „ „ „ I „ �- - E C I r,I ,� ,� ( � �� DWG. NO REV. I 8 2- 4 7- 6 3 - I I I I 9 A - 10 12 O C. 13�-6 7' G 1 6 3• 6 12 18 9' S I 1 9 SHORT 2 15 O. 0 6 22 C. - -- - NORMAL COMPRESSIVE STRENGHT OF 3500 POUNDS PER S0. IN. IN 8 DAYS DIMENSION VARIAELE SEE PLOT PLAN DRAINAGE VARIABLE SEE PLOT PLAN t DA-1 � CaECKFO er ¢.,-DATE Ht ' NOTES , ALL CONCRETE SHALL DEVELOPS A 0 CO ES I 1 REVISIONS- DATE awN cKi-) PERMIT N0 . BUP91OO74 r ,,.:,•.li �! • � f. .y_"l.! .ry.tFy:r.._«ra• W••�{11^.."....,..w.r.arM '"^'T TY ,i .,. .a.., ' l .. ♦ \_.. 1 1 , .F e ' T'•P• (#ISP .. ._.u. ..r/ M•w4.y .. .. ,. _ .... ,....... ,., _.. .,r... . w , .' r I'��I'1111'1�1'1�� '1'_I �'' ' 'I�IIIIIII�11111111-[Illl��l��fl�r �ll'Illi�'Illl�lllllllll lllr�L�l`IIIIf��Illlllllll�lllll�l�lll�llllllllllllllC�IIrI11111 t�IIrIIIIIIIII�liI1111��llll _ .n W NOTE: IF THIS MlCROFILMED [ 2 - 3 4 5 6 7 8 9 10 11 DRAWING IS LESS CLEAR THAN w THIS NOTICES-IT IS DUE TO THE QUALITY OF THE ORIGINAL r DRAWING. OE 6t BZ a 9t S12 fZ EZ _ —-li 0>>rt �f - BI LI 91 91 f l C 1 21 11 01 6 9 1 - 9 v--S'--J�--Ib E1-.. Z II-"-"."" -'� """�`�"" ,►II�IIIIIInI�lullun�ullllln�111111ul,I)111111� t - 11►�t11ai11IIIIHIII11111�111;llllillln[IM1111nhfulu1�11nhu1ilnlllnlllWhW,�ll111W11nu�I11111111�IINlJIIIIt�IWUII�UIII11ll�llUI11U1111�1�11H .71 RUARY ��• .. 28 1992 t MATURING PLANT 06TALLA 111 1lQTE`, (B.Y.C.) 1) B.Y.C. `AAL1 FURNISH AND INSTALL DTIC TS, WNSERS, ELIUIPWN T, - MATERIAL SCHEDULE No ROOF LOW ROOF AND CONTROLS FOR THE COMPLETE H.V-A.0 AND REFRURATION SYS- SM = BUILDING MANUFACTURER --- TEM AS SHONAN OR NOTED ON PLANS- GC = GENERAL CONTRACTOR 2) METAL DUCTWCIRK SHALL BE CONSTRUCTED OF..ALVANNIZED ACT STEEL 0 = OMNER S s SUPPLIER NTH A MNNMIIUM THICKNESS AS SPECIFIED IW TABLE M--1 THE DUCTI = INSTALLER CONSTRUCTION SHALL CONFORM TO THE RECIUREMENIS OF THE SMACNA NO. DESCRIPTION —r-- - _._._ CITY. S I / - _ ^ _ — _ _ _ _ _ _ _ _ -_ -• _ _ _ _ _ _ _ _ LOW PRESSURE DUCT CONSTRUCTION STANDARD. LATEST EDITION __ — _�. ..� -- �. 3) WERE METAL DUCTS PASS liiROUCH ANY FIRE RATED ASSEMBLY, A PH" RW MOUNTED ANTED HvAL t REF�ERAWN 1 BAC B.Y.C. - TE SEMBL , U L. LMT. VA TONS COOLING, 20 K9 HEANC AID 3 HP MED. 4 LISTED FIDE DAMPERS SHAH BE PROPERLY INSTALLED TN:MP. REFTURAW 20ev/30AO (EIR = OL28) 4) ALL DUCTWOW JOINTS " SEALS SHAL BE SECURELY FASTE4ED AND B COOWI FM Col-Mc QUAY OR EWA► t BYC BMC• ]25 GF.Y. S/A 0 Cht. S A MADE SUBSTANTIALLY TI ALLY AIRTIGHT. Wlif RE TAPE IS USED FOR W AL.WG T 2w 325 Cf Y S/A �-•�+ / -� />•/w JOINTS, IT SHALL NOT BE MORE COMIBUST1BLE THAN FLAMEPROOF FABRIC C MUTONS EUowrS1 FMAIGfT MODEL k 866,11 3 B.E•C BLC. _ — c 100 c I M EXH. c 100 C.F M. EXH. 5) ALL DUCTWORK SHALL BE INSULATED WITH A MINIMUM OF 2' THICK, 3/4 w/41'n DUCT t Roa CAP-100 CFM �--��- - POUND DENSITY FOIL FACED FIBERGLASS INS1IlA11l�N, OR 1" 1HICI(, 1 1/2 ILLS a METAL vALAfrCf I KOND DENSITY LINER, HAVING A RAMESPREAD RATING Of NOT OVER 25, — - ----- _ A SMOKE DEWELOPED RATING NOT OVER 50„AND AN R-VALUE OF NOT 1 8 . 24' n 1/2• x 24 _ ; , LESS THAN 5 ROOF MOUNTED PACKAGED HVAC 6 METAL DUCTWORK 'BULL BE SECURELY SUPPORTED, HUNG, OR SUSPENDED I 100 CFY S/A )Lx J 6 y 100 CF.M S/A I AND REFRIGERATION UMI BY METAL STRAPS AND HANGERS. I I I Li j = _ _ _ = _ _ ' 7) All DUCTS INSTALLED OUTSIDE Of BUILDINGS SHALL HAVE INTERNAL w- f I v �-, 100 CF.M- S/A Q q;IAT!ON itWO `liALL NAVE ALL JONNTS AND SEAMS SOURED OR OTHER- I WISE SEALED SO AS TO BE MEATHERTIGHT. 8) FLENTS OF Uhl E 181 AND 8E LABTS AND ELED LOkS SHALL CONFORM AS CLASS 0 OR CLASSIO FL�E>Q&�UINUR�DUCT 9) FLEMBLE DUCTS I I SHALL —�—`, -- FEET IN LENGTH. U) FLEXIBLE DUCTS ANDAN CONNECTT ORS SHALTED TO L NOT PASS THROUGH Y WALL,16 x 6 0 1W C F M. EXH FLOOR, CEILING, OR ANY FIRE RATED ASSEMBLY. �—RE ' �' I 11' �IEIJBLE DUCTS AND CONNECTORS SHALL NOT BE INSTALLED VATHIN 6 FEET I I ADM Alk DUC I OF A HEATING ELEMENT. Amop ILN CHIC90 I ' ' aO «' ASE R I 12) H V.A.C. THERMOSTAT SHALL BE CAPABLE Of BEING SET FRGM 55' F. TO 1) ❑ FURNISH AND INSTALL FIRE DAMPERS IN CEILNNG { ---- -- — I 85' F AND SHALL BE CAPAU. OF OPERAW, THE SYSTEM HEATING AND DIFFUSERS AT UTILITY ROOM ONLY. r -- _ I a COOLING IN SEQUENCE. 2 ❑ FW44SH AND INSTALL FIRE DAMPERS IN ALL DUCTS MOOItIE LINE, BMC MALL INSTAIf_.1/2 INCH CEILING DIFFUSERS AND GRIDS IHROUGHWT I ' — — — ---- — — — — — — — — — — -- — -- 24 x24''Ti/A CALE, — _ _ _ 13) Elac x 3,/� wCH ►WDE� RUBBER, ADHESIVE BSHALL NSTALL CASKET. 2INC 1 TLR , BIALDW Nf r - -- " 12`x 8 ' 14) 3) h F04SH ANF) INSTALL SMOKE DETECTOR NTH REFRURATKG1 PIPING SHALL TESTED UNDER PRESSURE AND PROVEN TO sU:,OR IN RETURN AIR STREAM - W67 BE BE LEAK FREE. H.V.A.C. SYSTEM SHALL BE STARTED UP, BALANCED TO NRED TO SHUT DON+ H V h A.C. SYSTEM • I ' ' _. I I I OE" SPECIFICATIONS, AND OPERATED IN BOTH HEATING AND COOLING UPON AC 11VATION. CYUW LOCKS FOR 1 I O '/— — — -' ; MODES. REFRIGERATION SYSTEM SHALL BE STAPTED UP AND BROUGHT 4) ❑ DOORS -_ Ali LOCKS I�10ft � AM. T I DOMNI TO DESIGN TEMPERATURE. 115' FIRE STA1 NRTH- _,�, 5) ❑ ECONOIIlER NTH ENTHAIPY CONTROL L REMOTE SENSORS IN R/A ,MITE INSTALLATI 1 NO TES (MADISON ERECTOR) DUCTS. MOUNT 60' A.F.F. , 1 F , , 1) PRIOR TO SETTING BUILDING ON FOUNDATION MADISON ERECTOR SHALI. LOCATE H V A.C. DUCTS CROSSING MODULE LINE AND CHECK THAI SEALING 3 S/A GASKET IS IN PLACE AROUND DUCTS TO BF',WD AFTER BUf+DING IS SET ON FOUNDATION, ERECTOR SHALL FASTEN DUCTS LEG-END 448' R/A I TOGETHER NTH SHEET METAL STREWS, INSULATE, AND TAPE JOINTS. -ftL W TER 325 C.FY S/A I 4DF 125' FIRESTAT IN RETURN AIR DUCT ,IMTE INSTALLATION NOTES : (B.M.C.) 0 H.Vt A.0 PIERNOSTAT ` �' "? 1) AFTER SETTING BUILDING ON FOUNDATION BULDING MECIHANNCAL CONTRACTOR ® SUPPLY AIR DIFFUSER 1018 � 18 x 8 ® 325 U.M. S%1 ® ]� C.Fx S/A SHALL LOCATE AND MAKE MODULE LINE CONNECTIONS OF A/C CONDENSATE RE TURN AIR DRAIN LINE AND A/C REFRIGERATION LINES ABOVE THE CEILING, AND START `.._ - ____ - — - - — - — _ — _ _ _ UP H.V.A.C. AND REFECERATION SYSTEM. FIELD CONNECTIONS ARE LOCATED ® EXHAUST FAN - - - - - - - _ ...._ _ _ _ �. _ — _ — _ — _ — _ — _ — _ r• _ — _ — _ ^- _ ON PLAN. 13.111 C. Bl1ADING MECHANICAL CONTRACTOR - FURMSIED BY MADISON INDUSIPoES • - - - - ,- - - - - - - - - - - - - - - - - - - - - B.E.C. BUTTONING ELECTRICAL CONTRACTOR - FURNISHED BY MADISON INDUSTRIES JMTE TALLATION NOTES k':'FNERAL CONTRACTOR B.PC BUILDW, PLLWING CONTRACTOR - FURNISHED BY MADISON iNMTKS SCAlE:3/8'�1'-0' ) G.C. GENERAL CONTRACTOR AT BUILDING INSTALLATION JOBSITE - FUtNZ ISIED BY OWNER I) GENERAL CONTRACTOR SHALL OV IN ALL REQUIRED INSTALLATION PERMITS FROM LOCAL AUTHRTIES AND MAKE ARRANGEMENTS FOR ANY ,?EARED INSPECTIONS, hMIGERATION 90QU ULE' TABLE M-1 IlkIII DWI CONSTRUCTION WOM SIFT METAL GAGES --- -1 RECTANGIAAR DUCTS MAXIMUM SHO RE STEEL, ALUM" (ACHES) (M G M GALVANZED SHEET GAGE) (MOM BLS GALE) ►FRQUCM 12 26 0.022 n.) 24 (11020 n.) 13 TWO" 30 21 0.028 in.) 22 (0-025 n-) e PULL NNW31 DOW(ii 54 22 (0.034 m) 20 n.) a (0.� in- BOTH WFS ) 18 �0.032 OL040 n.) MR 84 is (0042 n) 16 (0.061 n.) Slow PIILlINS AL1m COOLER CI11NG SE0J E FAN COL IMT •(4) FOUR PLACES ROUND DUCTS USK 3/0 MADK BOLTS. SIUL OIAML;IER (MINIMUM WLIWEp SHEET GAGE) _--- __-- - _- L - SLANG F.S (INGLES) SPIRAL SEAM DUCT LON IM W. SEAN DUCT FITTINGS ! DNIIOUGH 12 28 (0.019 n.) 26 0.012 n; 26 (0072 n) BP 0COMPANY 11-1 14' R.O. S'-10 I 13 *IOU H 18 26 (0.022 n.) 24 x028 a) 24 (0.028 n) r R.O. 3-1 1 8�' 19 TrROUCH 28 24 (0.028 iL) 22 0.034 n.) n (0.0A34 n.) RETAIL MARKETING 0 37 WOUIN X, 220 (0-034 040 �j a; ' MANUFACIURNG PUNT )FISTULATIONNOTES (B_M L ) 1) BAC. SHALL FURNISH AND INSTALL DUCTS, DIFFUSERS, EIXNPt�NT, a - MATERIAL S C "�E D U LE AND CONTROLS FOR THE COMPLETE H.V.A.0 AND REFRIGERATION SYS- BM - BUILDING MANUFACTURER HCH Rw LOM ROOF TEM AS WO OR NOTED ON PLANS. GC - GENERAL CONTRACTOR 2) METAL DUCTWONK SHALL BE CONSTRUCTED OF.GALVANZED SHEET STEEL 0 = OWNER S s SUPPLIER NTH A MINIMUM THICKNESS AS SPECIFIED IN TABLE M-1 THE DUCTI = INSTALLER CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE SNIMACHA N0. DESCRIPTION OT'Y. S I LOM, PRESSURE DUCT CONSTRUCTION STANDARD, LATEST EDITION A PHHOEJNt 000E MOUIIED MOUNTED HVAC k REFRICE;RAIM 1 BLANC. U-C, 3) WHERE METAL DUCTS PASS THROUGH ANY FIRE RATED ASSEMBLY, U L UNIT. W/16 TONS COGl4G 20 Kill HEM AID 3 w MED. / - SHALLLISTED FIRE DAMPERS BE PROPERLY INSTALLED W. IIIEFRURAft 2GOVI]OA0 (EER , ��) 4) All DUCTNIOR� JODITS ANDSEAM ALL BE SECURELY FASTENED AND 6 Comm I' -Yc amy OR EJA 1 e�►C Ml1G Cf S/A A L��f JAS C.FY S/A � 325 CFY S/A �"S Y MADE SUBSTANTIALLY AIRTIGHT. WERE TAPE IS USED FOR WALING 120V/a/w i / JOINTS, IT SHALL NOT BE MORE COMBUSTIBLE THAN FLAMEPROOF FABRIC. C MOO DOWUST FAN/UGHT MODEL k 86i,1N 3 IlLLc LE.C. C 100 C F M EXH. _ C 100 CCF M EXH 5) ALL DUCTWORK SHALL BE INSULA If D WWII A MNIIMIM OF 2` THICK, 3/4 11111/4`0 DLICI s W CAP-100 CFV POUND ItNSITY FOIL FATTED FIBERGLASS INSULAT10N, OR 1` THICK, 1 1/2 ' POUND fk!gTY LINER, HAVMN; A FLAMESPREAD RATING OF NOT OVER 25, A SMOkt: DMILOPED RATING NOT OVER 50 AND AN R-VALUE OF NOT B' x 24' 11 1/Y c 24' - LESS THAN MUTEDRM ` I I 16A CFY S/A Fx�' ' ' �' 100 GF,Y. 5/A -F— AWO REFRIGERAl10N UNIT HVAC 6) METAL DUCTW.r1RK %ALL BE SECURELY SUPPORTED, HUtG, OR SUSPENDED -+ , _ J�y - 1 BY METAL STRAPS Ail) HANGERS. ; - - - - - - - - - - - - - 1 1) All DUCTS INSTALLED OUTSIDE OF BUILDINGS SHALL HAVE INTERNAL IN- I I 100 Gflt. S/A Q SULATION AND SHALL HAVE ALL JOINTS .WD SEAMS SOLDERED OR OTHER- (D I MISE SEALED SO AS TO BE WEATHERTIGHT. 1 1 8) FLEXIBLE DUCTS AND CONNECTORS SHALL CONFORM TO THE REQUIREMENTS OF U.L. 181 AND BE LABELED AS CLASS 0 OR CLASS 1 FL.EME AIR DUCT. 9) FLEXIBLE DUCTS SHALL BE LIMITED TO 14 FEET IN LENGTH. 10) FLEXIBLE O( CF�NGS OAR IWONNFfTORS SHALL NMO�TYPASS T},2tOl1C�i ANY WALL. 188 � � (` C 100CFA1 EXH 11) FLEXIBLE DUCTS AND CONNECTORS MALL NOT BE INSTALLED LMTHIN 6 FEET � AIR DUC I OF A HEATING ELEMENT. ADD ON'1DNS SHEN DHE= a 1 12) H.V.A.C. THERMOSTAT SHALL. BE CAPABLE OF BEING SET FROM 55' F TO 1) ❑ FLMSH AND INSTALL FIRE DAMPERS IN CE1IA 85' ` AND SMALL BE CAPAT� OF OPERATING THE SY lM HEATING AND DIFFUSERS AT UTUTY ROOM ONLY. I _ _-J ` a COOLING IN SEQUENCE. 2) Q CfUrG DIF>'USERSFURI" AND TALL FIRE AND GRILLES T40001 RS IN ALL 13) WHERE H V A.C. DUCTS MODULE LINE. B M C SHALL INSTALL.1/2 INCH 24 x24'R/A'c I THICK x 3/4 NiCFI MADE F 121J9�R, ADFIESLVE BACKED SEAt.INC CASKET. 9UIILDW I I i R I 14) TESTIN � 3) ❑ FLNRNI91 AND INSTALL SMOKE DETECTOR NTH ' ' i — �+ 12 18 I REFRIGERATION PIPING SHALL TESTED UNDER PRESSURE AND PROVEN TO SENSOR IN RE1LUib4 AR s1REAY - Must BE 111RED TO SHUT DOWN Hlk A.C. MIDI 1 I I 8E LEAK FREE H V.A.C. SYSTf11t SHALL STARTED UP, BALANCED TO UPONH ACTIVATO. _ , I I 1 DESIGN SPECIFICATIONS, AND OPERATED IN BOTH HEATING ANf COOLING 1 --- O -_-- — -j __ MODES. REFRIGERATION SYSTEM SHkL- BE STARTED UP AND BROUGHT 4) ❑ CUM LOCKS FOR ANft*W ki RAlTKlt1 DOORS - All LOCKS KEYED AAE. 1 DOMNN TO DESIGN TEMPERATURE. 5) ❑ ECOIOMZER NIH ENTHALPY CONTROL 125' FIRE STAT NTH---, , { ' I , REMOTE SENSORS 1N R/A ; ,ANTE INSTALLATION ,NOT-- . (MADISON ERECTOR) DUCTS. MOUNT 610' A.F F � 1 1) PRIOR TO SETTING BUILDING ON FOUNDATION MADISON ERECTOR SHALL I F �-4 .T I I _ _ �' y LOCATE H.V A C. DUCTS CROSSING MODULE LINE AND CHECK THAT SEALING ' ---- 3 l SQA ' i 1 GASKET iS IN PLACE AROUND DUCTS TO BCJOINED. JONED. - , I AFTER BUILDING IS SET ON FOUNDATION, ERECTOR S�'IAL.L FASTEN DUCTS GEND TOGETHER NTH SHEET METAL SCREWS, INSULATE, AND TAPE JOINTS. 125' FIRE�IAT IN RETURN AMR DUCT j%24'R48� R/A I � � cT GRAIN W TER I ,�E INSTALLATION NOTES : (B.M.C.) <D H.v k AC THERMOSTAT / �— 1171 SUPPLY AIR OIFFU..ER 325 C.F.Y. S/A 10 x e 18 x 8 1) AFTER SETTING BOLDING ON FOUNNDATION BUN"(ING MECHANICAL CONTRACTOR ® - a 325 C.f.ML S/A �) 325 CIA S/A SHALL LOCATE AND MAKE MODULE. LINE CONNECTIONS OF A/C CONDENSATE RETURN AM DRAIN LINE AND A/C REFRIGERATION LINES ABOVE THE CEILING, AND START UP H,V A.0 AND RUMERATION SYSTEM FIELD CONNECTIONS ARE LOCATED EXHAUST FAN _ - - — - — - — - — - — - — - — _ ON PLAN. P.W.C. BLIIDING MECHANICAL CONTRACTOR - FIROSHED BY MADISON INDUSTRIES B.E.C. NOW ELECTRICAL CONTRACTOR - FURNISHED BY MADISON INDUSTRIES B.P C &qD%G PLUMING CONTRACTOR - FURNISHED BY MAM WDUSTRIES Hit no JOB ]l INSTALLATION NOTES (GENERAL CONTRACTOR) G.C. GENERAL CONTRACTOR Al BIALDIIG INSTALLATION JOBSITE - FURNISHED BY OMNER SCALE:3 f 6'=1-0 1) GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED INSTALLATION PERMITS FROM LOCAL AUTHORITIES AND MAKE ARRANGEMENTS FOR ANY REQUIRED INSPECTIONS. REFRIGERATION DOOR :�CHEDLU owl oolSmxTlONRMrNiLN S 4 SHEET METAL GAGES BEC7AN(X1lIW DUCTS MAXMAI SIDE STEEL — ALUMINUM (INCHES) (WN GALVANIZED SHEET GAGE) (WMUY US GAGE) THROUGH 12 26 (0.022 in) 24 (11020 in.) 13 THROUGH 30 24 (0.028 ;n) 22 (0.05 n.) • , 31 THROUGH 54 n (0.034 in) 20 (11032 in.) '� PUi HANaf 55 THIIIWG H 84 20 (0.040 om) 18 (0.040 in.) BOTH SIDES MR 84 Is (0.0Q, s1.) 16 (0.051 in.) SLAP1'ORT KIM A0K GOOIER CEI111C Rm I= FAN COR IMT •(r) FOUR PLACES DUCTS USK 3/B'# MAOI BATS SEEL DIAMETER (MIAGALVAND SHEET W) LL -- - _ _ _ --SING F.S. _ ( S) SPIRAL SEAM DUCT LONGITUDINAL SEAN DUCT FITIMIGS I 11 1 THRaIC H 12 28 (0.019 r1.) 26 (0022 in) 26 (0.022 in.) BP O COMPANY 13 *1" 18 26 (0.022 in 24 11026 in.) 24 (0028 n) L _ 11'-7 1 4• R.0. s'-10 1 4• R.O. 3'-1 1�£i' - 19 THRM 29 24 (0.6M e.) n (0.034 ic) n (o.(LL+ m.) RETAIL MARKETING ¢' �9 THTC* m n (0.03; in.) 20 (11040a 20 n) ( Q r THHRp1GH 52 20(0.040 in.) 18 (x052 OL is �0.w o.052 n) DESIGN AND ENGINEERING 200 PUBLIC SQUARE Q MLiYY�EL1`14. _�S�1.MASTER ,r'� Ir,_QSXI?_.�tN!T Q M1I1_T_N�LI N�144St_�SdA�It1�4._1_HRtI_DQR ? 03 At�ITHQNY MODEL dQ` . T�UIdI� IE�CS�LERB CLEVELAND, OHIO 44114 • FULL LENGTH TWO PAIS TEMPERED 1tNSUlATw,, GLASS • FULL LENGTH Two PANE TEMPf.RED NSIULATNG CLASS - SOLID PALL ORETHANE MATING ALUMINUM CLAD NOTE NSTAU COMMENSATE DRAM TRAPS NEM ■Ml • A-100 H.D. SILVER SATIN FISH - A-IOD H.D. SILVER SATIN FINISH • A-IOD H.D, SILVER SATIN FINISHTO M>.uM CLEAR HHEAoaooY MADISON INDUSTRIES INC. OF GEORGIA • SELF CLOSING ADLUSIA1BLE CONEAL CED HINGES • SELF CLOSING ADLUSTABLE CONCEALED HINGES - SELF CLOSING ADIUSTAIBLE CMALED HINGES • ANI-CONDENSATE DOOR AND FRAC HEATERS • ANTI-CONDENSATE DOOR AND FRAME HEATERS • ANTI-CON 116A II DOOR AND FRAME HEATERS F O. BOX 131 CO�IF.R EM COIL 901= DETAIL - FULL LENGTH u0.-LIGHT, UGHIING SYSTEM Illi LAMPS. BALLAST. AND GUARDS - FULL LENGTH UNI-LIGHT, UCIHTING SYSTEM NTH LAMPS, BALLAST, AND GUARDS CONNECT TO GOOIER PO0- BOX GEORGIA 3020 i SCALL NOW - SHELF STA DW NTN &UC1ETS NO LEVELERS - SHELF STAND/ADS NTH BRACKETS AID LEVELL'RS • 7HRTY HEAVY DUrr. NYE ANC PLATED, 26 INCH DEEP SHELTIES • FIFTEEN HEAVY DUTY, BRITT: ZINC PLAIED. 26 NCH DEEP SHELVES CO COIL. COVE : 404-483-4401 (FIVE SHELVES TER DOOR) (FIVE SHELVES PER DOOR) PHONE UNKTII !(!CATION _ JOB NO. 3/4"01W DRAIN LINE COIMECT TO HVAC UNIT ON ROOF RM "°°° F°R " "'M 26 —0 x 51 '-6n R.H. MODULAR BUILDING LIES. IIMN 16 CA GALV. STTu�l 3/4.0 PVC DRAT! LME WIIIMIAI _ (BY cc) -+-- ALIowABLE FALL = 1/4• W 12' (TYPICAL) H.V.A.C. PLAN � DE TAILS 7ECLr� RAM MOOD TO IOOF t YA11E otla Hn. MY a) �--� 120-208V '30/60Y : L.R0GER5 1 IVAL AOOF KCK �• ..._ - W""T DWG.: M- 114M- 1200—SD-2—H ' . V I I REQ. : D PPE CONDENSATE DRAIN LINE Fula ORBGSr. ` FASTEN IIx; TO ROOF STRUCTURAL SIZE TO FUNtfl FLOOR DRAW SCALE: 3/8' = 1'-0` AIINd HOLD Y W MAI AIR GAP. BY BP C. DATE: 04-18-90 CHECKED BY RENSFONS DATE DAMN CKD SEAL AIIOUO UES AT mw ANO FILL Flo POCJtET 1184 MASX Em POCK? am ty H1H:.) CONDENSATE DW_S�1 fATIC srxE : NoNE _flYLC_0jT MOUNTING MAA L SM : NX • v • , � �� ..t - .- - - (�I�ILNIf'III'!I'Hi IIIII�r��lll'1IIIII1fIir•IIIIf1IIlI1111�.}r:H'' 111�I11t'I1lIIrII{II�IfITl1I1Ill1�IN11HIIII�H)Ir111lIfI�IIIII�lIII111I�111I1IIf1111111f,1,1►11)111I111IIII 1 , NOTE: I F TH I5 MICROFILMED 2 3 4 5 6 71 8 9 I Q I I _"- 2 DRAWING IS LESS CLEAR THAN THIS NOTICE, I1 IS DUF TO THF QUALITY OF THE ORIGINAL " DRAWING. OE 6? 9Z LZ 9? SZ 02 E2 ?2 I Z 02 61 1 81 LI 91 Sl b I E I 21 IIII 01 6 9 L 9 SI. �p b EI.- 2 19-j 1( "•"" �'-� iHIIIIIIIIIIIIIIIIIIIIIIIIIII1111111IIIIInIIInIIUI{IINIIt11Ill11hlllllll1I11111tilllllll{111111111{I111�NIr{11!1)11=1111,1!III,1111111111{111111111{IIII�IIII{illlfltll{II11`IIII�IIIL)Illltuulullllnllunhlll]unlllllfillllllrl{I1I111mIrwlEUllnuhw�Ilril!!!lllublrH(llnllrul'm; FEBRUARY 28 1992 1 Z 3 ; 6 7 0 �-- — -- — - - — — 4- 4' 4' SQ. SHROUD SUPPORT COLUMN ( TYP) 1'-B . . t - - -- - I AMIJOR Bbl TS: SHAD BE ASTM, A307, TYPE C - - -- -- - - - -- -- _-- SIZE AS SHOWN ON THE DRAWING. FMINIMUM ULTIMATE COMPR TS10 X 10 x 3 f 16 I I- - TS10 X 10 k 3/16 � P ESSIVE STRENGTH AT 28 DAYS SHALL BE _._ ----1 2,000 PSI. MACHINE MIX 1: 2 1/2 : 3 1/2 WITH MAXIMUM OF 7 1/2 GALLONS A 1 .A ELEV. of ISLAND #1 1 _ J WATER PER SACK OF CEMENT. . TOP of ISLAND FTG �r FTG 'A' ELEV. J6 . . KL,NFORCING STEEL TO BE INTERMEDIATE GRADE Of DEFORMED BARS A I I � AS Pci' ASTM, A-615 GRACE 40 U.B.C. STD. �iCT. 2S-7, Co��u/ MINIMUM LAP SHALL BE 30 UTAMETERS. > le !ALAI_UNtt96RDUNU Ky 4 " Ff/�� IIAIL �-'(yj��)JIAIL► (-.?yI SOIL TYPE: SILTY SAND. (MEDIUM) LATERAL SOIL PWSSIJRE: I i GENERAL CeWTk4(276#f � I �,�NE h<�C �,� �r�;�� T�� I 250 LBS SO FT/FT. OF DEPTH. F} t TS10 X 10 x 3/16 F- -r TS10 x 10 x 1/4 r- -�- TS10 x 10 x 1/4 r--r TS10 X 10 3/16 DESIGN ALLOWABLE: 1500 PSF FOR D,L. + L.L. AT 1'-6' DEPTH. _ �- -- - --- �- - BOTTOM OF ALL LOAD BEARING FOOTINGS TO BE MINIMUM OF 18' BELOW iI I J TOP of ISLAND 12 J TOP of ISLAND #3 �' J TOP of ISLAND /4 J TOP of ISLAND NATURAL UNDISTURBED GROUND SURFACE. n w w ---- - �_ E1G �► V- - --- -FIS-�- - - - - ELEV, ..FJG_'e'_ _ ELEV. - -- - - -_ TCL"A.-� 1-- ELEV. I I I I I 4 1/20 c/C - - -- -- -- -- - - --- -- - - - - - - --- -- -- -- -- - J - -- e i l 4' so. SHROUD � B 36 -0 SUPPORT COLUMN 4 0 PVC DOWWSPOUT C24NnrV DPPA I N t To RUhl I IV S IL)E COL[,'MN -1I ODU' d 57"OP 1;R u 480VE pn "It,, in `� TOP OF ISLAND I I �--- TS10 X 10 T0P at( FOOT/N6 i3y M•4�j/ ,ti! ,.�. .«. •� .o - TOF OF -J C-r _— 0 0 0 / �NEI?A L CM IK'/I(- t�� -T7) c Y)NNE CT " o DRIVE SLAB HIS PDIII�T CDN TINUE KU�,�NlNu AT T FOUNDATION PLAN0 _ hMIN SY.c) TPNl. (�I1( U!'/11N`) A 'F - ��- - - i `,l-IUwAI VV 1-'[AN. I I - I I ' ELEV. - I 1 � ( w � _ I 4r PL 10 X20X1 -8 0 C 8 8 — #5 VERT. (TYP) - ---- &L C ac --/4 HORIZ. 012 0 C --/ mCL � I = 00 I I TOP OF ALL FTG'S I I I_I L I— w 0 EKEV, - -- -� -- - i 1 � 1I- a, NAT. GRADE, FROST LINE OR 90% COMP. FILL I I � COL / I--- -- -- - - - - - -� 100 ANCHOR BOLTS REINF DET FTG "A" 30 HOOK W!1 DBL NUTS w w . - I I 40FTG A 60FIG B. L - — — — � — — — - ANCH . BOLT LAYOUT FTC )?All" A D 30 TV - -- - 1 / 5VERT. (TYP) "XZ COD1 1 #4 HORIZ. "L_ _ - - � -- - --w 1 1---- 4 HORIZ. 0 ' 0 C - ao • 12 VERT I I 'I � , I _3'-6 SQUARE FTG A COL. UO NOT USE FOR CONSTRUCTION _ 4'-0 SQUARE _ _ _ FTG IT — Ea PRge• OF FOUNDATION UNLESS APPROVED �S " TYP . �Nr31NfF� E BY MADISON INDUSTRIES REPRESEN- io. E ANCH . BOLT LAYOUT FTG B" TATIVE IN SPACE BELOW. � e.o L ,:71 ✓G OREGON o APPROVED FORM V-0" ff SAL BE IM �aNSKM SCALE: 1 = oyf 18,E P� Or 41caNmnctaR to AlxllaAYn r MADISON INDUSTRIES Paull ALL FM&roNS TO ELEVATION - BY. NO � • sit ANar eats To olllEll�olrs t7C��RD � L.� N � aN FauNUArnll aurmlcs DATE HOLES UNNOTED �! Ww w` SHN. L O c A TO 0 N HAND im No. NOTES —�— D111MO. N0. IIEtl. a "ISON ' DDAAINN er AN/C,I F-,)UST 10MAY9URIES INC. QATE:_ BP OIL_ COMPANY OF ,ARIZONA 43 - 0' X 123'-- 1 112 8 COL ,>��ET � z •"� "� CANOPY - CHECKED w_ 2100 SOUTH 11tH AVENUE - HOENIA ARIZONA SS007 DATE_ REV. MOD O E C R I►TION DAT[ rPHONE' !S! 9003 _ 1 ((_***Win &L-fP1NT l+JFW • 134934 • I ' � ._- 'Eli 1,11)1( I ! I �1 I, 11 ( 1 1 I 1 I t I I I I 1 I I ` 1 I 11 I�1 ••--�....a �, .h*��^ •- ~ ` 111I111' III III II 11 I' I I I I I I I I I I I I 1 I I ' I I I I ,IIIIIII,I,I,I I11,I,I,I,IlI1�lI,III,III,1iI,I1,,1,I,I,I,I,I,I,I,I,I,I,I,I,I,I,1111,IrI,I,I,I,,,I,I,I,I,I,I,I„► , y NOTE: IF THIS MICROFILMED I 2 3 4 5 s 7 8 9 ib 11 12 DRAWING IS LFSS CLEAR THAN — ---� THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. QE 6? 92 LZ 9Z SZ 1P U ZZ IZ 0Z 61 RI LI 91 SI t,I EI 71 11 01 6 6 L 9 S t, IE II!IIIIuIIUII nllllull1n11 nuI1I1�11111I1nIIt111II111111n1nII�Irn�Inrllnl�uul nitl►t111 U1111111�N11IlIIII11�1IIIIIIIIIII111111111111►IIIII�LIIIHIIIIIII111111HIIIIIIIIIIIIIIIUI,'fIIIIIIIIIIIIiII)lU11111tlUlll unl nl11111111111IIIIlIlllllliWIUIIIIII,�I11W11I U1111111IIIIIIIIIIIIIN .. FEBRUARY 28 19 92 124 )( 2 3 4 8 a 7 8 123'-1 1/2" 0/0 CANOPY ERECTION SEdENa 12'-0 ;/4" --- ----- - 36'-- 0" 27'-0" 1 INSTALL COLUMNS AND 011RHEAD STEEL 36 -0" 12'-0 3 4" 2 HANG DECK, INSTALL TRIII, AND FLANGE BRACES. 6'-6" 1'-102 23'_3 1'-10� 6'-6" ---- - _ ---- - 3 INSTALL OUTRIGGERS f ORI AND f OR3 TO FASCIA BEAM SPUCE ---_--- - -` -` 6- ---- - - BEAM SPLICE AS;�1NEiUl.S. 4 INSTAR CONTM�NlOUS OUTRIGGER SUPPORTS f *61.• W11 x 26 -- 0 W12 x 26 5) INSTALL SOFFIT PANELSf 3SP2 TO FASCIA ASSEM-- A __ - --- BILES f FA3. 6) INSTALL FASCLk INCLUDING CORNERS, ON ONE (1) A I 4S-0' END. - -- --- F-/CB3 — W12 x 26 — — — — — — , — — _ - 12 x 26 - -— », - W12 x 26 /CB3 7) INSTALL FASCIA, NOT INCLUDING (X)RNERS, ON ONE — (1) 43'-0' END. o — _ — - -- --- -- -- - -- -- - — — - - - - — - . 1 TS4 x 4 x 3 16 �4 — — — -- — — ------ _ -- " 8) INSTALL FASCIA ASSEMBUE,S f FA1 ON C4 / FLANGE BRACE AT N I FUINGE BRACE AT --� I N I TS4 x 4 x 3/16 1 NOR3 �� BOTH 123'-1 1/2' SINES, 1/3 OF SPAN (TYPICAL) CENTERUNE (TYP) I /CC4 9 INSTALL GUTTER AND DOINNST'OUT LEADERS. I I ( 14 X 3 4' TUFF-TITES THRU 1 3 ---- - 10) INSTALL SOFFIT PANELS f 3SP1 ON BOTH 123'-1 1pf 2 J I I / I f _ _ __._� C1 C5 DECK RIBS AT OF SPANS 0 o SINES. L- I (TYPICAL) #CCI I 3 ,� I 11) INSTALL Rn MIG FASCIA CORNERS # FA4 AND TS 10 x 10 x 3/16 TS4 x .S x 1/4 �---`•�___ T 1 x 1 � � `�, FAS. 4"��- S 0 0 x 3/16 , — 1 �„ II 12 INSTALL CORI•R FLaSI#N6 f 4FL1. 13 INSTALL COD OUTRIGGERS f OR2. - 3 — W12 x 26 — - -- — — — - 4 I W,12 x 26— W12 x 2E- - - — -- -- ( - --- - I W12 x 26 #CB3 lOR3 14 INSTALL COLUMN CAP PARD f 2CC1 TFINU f 2CC7. - - — — 15 WATERPROOF ROOF AND INSTALL RE MAKE FLASH- ERECTOR 0 NOTCH DECK STRUCTURAL STEEL — — - -- - Q ING PANELS f 4FP1. • PLATE ( t "' 16) INSTALL T1#tTY-TWO (32) RECESSED LOT F1XI NiES 3 AND wATfRF'RODF. ;' w OR ; 17 CLEAN AND TOUCH-UP ALL P� MATEAX >K B �' K F >K x B a' ld CLEAN UP AND RE11oME MAof M IND. DM FXM I FS1 .� I S2 3 "' ,IOBSI?E. � 3 FS3 (52 N READ) (8 N READ) I 3 L10 N READ) ----- -#C83 — W12 x 26 - - - " — - f C84 - W 12 x 26 I W12 x 26 f CB3 1 (NEMS NOT BY MADISON IND. I — — — — — — — -- -- — -- — — - --- -- -- — — — — - — ----� `ti 1 CONCRETE B WORK __- _ -- I I I - --- - -- - /OR3 �� a II 2 PERNINTS #001 ------- - - ---- #CC2 #CC3 /CCI 1100 � 3 ELf.CTRICAL TS10 x 10 x 3/16 TS10 x 10 x 1/4 TS10 x 10 x 1/4 I TS10 x 10 x 3/1&---� 4 LEON LIGHT REFLECTOR AND TIMIG, INaUDING u7 S4 - - - - - --- - - _ - - ---- I I I I #OR3 Q TRANISFORIr�RS. 1 - `" JOR3 6 SALL SITE IpiA PAINTING C) �' #CC4 #CC4 C4 I I - - 7 INSTALLATION OF COLUW i TS4 x 4 x � �4 � ) S 3/16 TS4 TS4x4x3/16 f CB3 W12 x 26 W 12 x 26 TS4x4x3 r- /16 #OR3 Wi 2 x 26 00 41 � C C 1 4 1 INSTALL OUTRIGGERS AT CUPS ® NOTE S S3 ON FASCIA FRAMES (TYPICAL) LIVE LDA U v 3a# WIND LL14D ' 25# CANOPY FRAMING PLAN A36 SrRUCTUIZAL 5TEEL GENERAL NOTES AND SPECIFICATIONS STEEL KOOF UECk f y= 4-DISI SCALE: 1/4'' = 1'-0 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS MBE STEEL Aa1T1 A-500 UKAUE B F OF THE UNIFORM BUILDING CODE AND A.I.S.C. STRUCTURAL STEEL: ALL STRUCTURAL STEEL TO CONFORM TO ASTM A-36-62T PER U.B.C. SM. 127-1. PIPE - ASTM A53, GRADE "B" UGHT GAGE STEEL - GRADE 'C', F-24,000 psi, ASTM A446-76 ALL WELDING TO BE APPLIED BY QUAUFIED WELDERS USING ELECTRIC ARC D PROCESS IN ACCORDANCE WITH U.B.C. STD. #27-6 20GA. M.I. DECK (SECTION 2305 OF PHCEIAIX BLDG CODE IF APPUCABLE) p WELDING ROD E70XX SERIES ALL SHOP ANG FlEW BOLTS SHALL BE ASTM A307. 1" �- i. 1/400 x 1' LONG STAINLESS NO HIGH STRENGTH BOLTS ARE TO BE USED 2 3' 2 3" 12 GA. STET. FLANGE STEEL BOLTS. UNLESS NOTED OTHERWISE ON STRUCTURAL DETAILS. _ BRACE. 16" -- w12x26 ROOF DECK AND WALL PANELS: t = .036 IN A = .864 IN : 1/4'0 x 1' LONG STAINLESS --- ROOF DECK AND WALL PANELS SHALL BE MACHINE FORMED FROM S = .389 IN STEEL BOLTS. w STEEL SHEETS CONFORMING TO ASTM A446, GRADE b', MINIMUM 1 = .926 IN' z- -- - t - — --- YIELD 50,000 psi, ZINC COATED PER ASTM A525, CLASS G-60. PREFINISHED (PREPAINTED) DECK AND PANELS SHALL BE ZINC COATED UNDER THE PRIME COAT. STEEL CEILING DECK SHEET METAL SCREWS: USE BRACE ME (SCALE . 3/4' . 1'_(') RE�...PRD�F E BUILDER 'TFKS", #10, SELF THREADING, CARBON STEEL, �/�NGINfFp�� ASTM A307-78 TYPE A, CADMIUM PLATED. 10' E OREGON CON11NUOUS INSPECTIONS SHALL NOT BE REQUIRED. WORKING STRESSES OF MASONRY AND THOSE OF WELDS "ICH ARE APPLIED r "ARK IN THE FIELD ARE LIMITED TO ONE-HALF THE NORMAL VALUES k SPECIFIED BY CODE. HOLES UNNOTED I �1� f �� i . r/I�,� -, 1f_: HN, NOTES LOCATION HAND � J09NO, T I T L E DR1 0. NO. R[V. DIADIN( BRITISHSQN INDcE iUSTRIE� M DATE. 10 �IAY 90 PETROLEUM INC.INC �-- OF ARIZONA ► I� Opp �, •we P,•N+ CHECKED .Y. 43 - 0 X 12.3 - 1 1 /2 8 COL CANOPY �"E' OF iioo sourH �i++. AVENUE�'�RMIT N0 , �?;pc�y ��;,�a � PHOENIx �RizoN� eeoor O,A�; REV. GRID QEfCRI►TION DATi fr PHONE! 252 1053 cc CCM WON &L*PAIIT HJIMM . r. »4sa4 ,.+'► IIItI1111111l1III111I1111 11111I1I1111111lII11111I111I1111�1111 X111111 fI11�11 111111 1111111I111111I+1111111l1111111 1111111 IIII111 IIII111IIIII111 1111f11 1 11111 IIII111'1�11111 J 4P I I ! ! + ! NOTE: I F THIS MICROFILMED 1 2 3 - -_— 5 6 7 8 9 001 )0 1 12 DRAWING IS LESS CLEAR TITAN ---`` THIS NOTICE, -IT IS DUE TO THE QUALITY OF THE ORIGINAL ,. . DRAW rNG. OE 6? 9Z LZ 92 SZ bZ EZ Lt 12 OZ 61 91 LI 91 SI b1 ZI 11 01 b 9 L 9 S b E 2 1son so o,/ �b�111nIIIIIl111111111111111111111IIII�I111Illnllllllfll�llll�lllt�Illllllll�tIII1111111111IIilillil�1111�IH111rih1111111r111U11lIIlI1111{I , n111nn11111hu1�u11111ullllllllllln111n1111u111u111I�11111111111111n1111111n1111W1�nullul�iuW11[TLul11(,11u1lll�Il�H1 FEBRUARY 28 1992 241( T 1 2 3 4 !S 6 7 8 r l 1 1 1'-3" 1 SECIIONS O FASCIA AT 15 —0 1 2N AND 7 JOINTS AT 1/2N = 1051—7n 15'—0 1/2N 1 — 3" CONTINUOUS NEON LIGHT RECESS COMPOSITE MATERIAL FASgA #FA1 R f Al L JFA1 R f Al L JFA1 R �A1 L �Al Ai L BOTTOM of FASCIA #3s'1 N 13SP1 #3SP1 #3SP1 TS4 x 3 x 1/4 j3SP1 I #351'1 13SP1 3SP1 I .--- TSI 0 x 10 x 3/16 1/201 SPEAKER CONDUIT EXIT TOWARD OUTSIDE OF TSI 0 X 10 X 3/16 TOP OF ALL FOOTINGS CANOPY (TYPICAL) I TS10 x 10 x 1/4 NQS TS4 x 4 COLUMNS TS10x10x1/4 ARE AT SAME ELEVATION II I i I NOT SHOWN FOR CLARITY. I � � I II DRIVE SLAB rot II CUTOUT w/ COVER PLATE II x 51' MOD. BLDG by MADISON I w 0 6'-9 ABOVE TOP of FOOTING 0 CC2 & 0 CC3 B (1) 1'1 0 �I) 3/401 CONDUIT (1) 1'1 CONDUIT STUB UP STUB UP 6 -9 ABOVE TOP of FOOTING 6'-9 ABOVE TOP of FOOTING BY G.C. BY G.C. V t r Ir f / A 1 N N 1 n 5 —9 15 —9 15'—9 5 —9 -- COMPOSITE COMPOSITE MATERIA FASCIA TS4 X 3 X1 1/4 t A4 JFA3 #F JF'A5 fi #3SP2 13SP2 �--TS10 x 10 x 3/16 TS4 x 4 X 3/16 I 5 TS4 x 4 x 3/1 CANOPY DRAIN � __ _ _ ,/� CANOPY DRAIN I D BOTTOM OF DRAINS -�_ I 1 14SP1 I ALL FOOTINGS ARE AT #45P1 26' x 51' MOD. BLDG by MADISON D 1 _ Ct `1� — I L- _ __f SAME ELEV. BOTTOM OF TS4 x 4' I MONO-COLUMN JL 8'-3 1`4 BLDG UNE OVATION " ' i A• �4,��t1GI6 fF , ,rte E t ' �r E ✓GO REOON�o 8, v°' A 4 RK K w 1� R1L I F it `I wA_f h ; f_ 776AP-bi 0k A 'tc c, HOLES UNNOTEDHN, w— L O C A T I O M NMIp JOO MO. NOTES __ Q TITLE ORM►O- �• REY -- #UDISON INDUSTRIES D M 'r CE-1A NBPI � DM►Tt: 1� — OIL OF ARIZONA , MEET � Z 00"Cf •nn Pl•N 43'- 0 X 123 — 1 1 /2 8 COL CANOPY T N0 . TjUP91C074 cH[cic[o �r_ 2100 4r"�TN 1'iN AV[NUf PEP.MI rl,orNlM . -0 ONA "9007 OATS' ' REV ORIp 0[tCR1PTION DATEt1r PN�,Nc• • a c f wYwAcrrt eluE111M N71WI � I�SJI T�•_._- �._—.-._ ��r.,:._ _ _ ._....:._ _. �. .. � .e..1�e��ward ,. _� -_-, _slMlcslS•�.q.._ y� ' � �`It�1Ill1 IIIIIII'IIII111 11.1111 .IIIIII! I�IIIII IItllllllll'IIIIII�IIIIIIIII�IIIIIII�llllllIIIIIIIIIIIIII�II 111111!IIIIIIII�tIII111III11111I111I1111�I1III1I111ItI1I111IttIIf!1 Illlllllttt ' � � � 2 3 4 5 NOTE: IF THIS MICROFILMED --.---,5 -- DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO THE QUALITY OF THE OR13INAL DRAWING. — OE 6Z ez a 9Z SZ UZ EZ 7Z IZ OZ 61 BI LI 91 SI of t) tl II 01 6 9 L 9 S b Z I"•"'" .: 1 1 1 t t 1 { I all�IllilnU�uulnl,�ii111wt�In1I1111�11111Ullltttthltnrl»hantutlurr�ttlllnll�lltII11HIU(III!IIIINIIIIrtII11111111I1111I111lIIIIIINIII.IIIIIIIIIIII IIItIIIIIIIIIIUiIIILIIItlllll!IIIIIIIIIIIIUIIIIII�UIIIuulnnlnUlllllll111I1W11iN1iUiUII�IItIWllI1111IHtII1111llWlllll' im FEBRUARY 28 1992 IN: 1 2 3 Ale-- � � 7 8 2 3/4' ----- _– __ 122'--8" o o GUTTER 2 3/4� ERECTOR NOTE : INSTALL (2) #RS1 4 'S A r • HESE COLUMNS TO RIDS TO SUPPORT DECK. N1 G1 R - l G2R_ - - - - - - - 02CCB J1 G4 J1 G5 j2CC8 11G6 1 G2L #I G1 L - - -- --- - -- --- - -- -- --- -- - -- - - - - - -- - - - -- -- - -- - -- CD °I I IIII IIII ° t i IIII I � I U.k � IIII IIII I B � I IIII W IIII IIII IIII I B r L< u I 1111 u FLAT IIII IIII IIII Illi W o FASCIA IIII IIII I IIII IIII IIII ! �' I �JI 1 �1 ! I I �JI Ilil � IIII IIII I Illi � . IIII IIII IIII I IIII I p I Ial Ial_ PRE-FINISHED WHITE EMBOSSED I p I t 1� 1 �,, STEEL COLUMN CAPS BELOW CD I e CEILING DECK I I lei I Iii Iii I I ° �° ''� ISI �I c 11 I1 ° IIII I II 1�11�1 01 Gi fl G2L eIG3C 1 G5 G4 --- G3R /1 G2R /1G1R o, BULLNOSE FASCIA CONTINUOUS SHEET Lj METAL GUTTER (TYPICAL) i 12'-0 3/4' 36'-0" -- 27#-0' 36'--0" 12'-0 3/4. t ■ . . ■ 10 1/4' p —_ —_ ---- — __ —.— 91 SHEETS AT 1'-4"–= 121'-4" (#ICD1) 11 1/4' 123'-1 1/2" o/o FASCIA ROOF PLAN FOR, GUTTER, & COLUMN CAP LAYOUTS; SCALE 3/16" = 1'-0 r`. 1'ro ` �v�S E%GI NfF�P E v �G OREGON MARK PERMIT NO . Rt1P4,-nn74 HOLESI 11; � ! ;,_ � h-111. " • . I i�'i/1( �:_„ _:►.:� �I(_� - ..� .., _ UNNOTED HN. NOTES L G C A T 1 0 N HAND .IOISND, -•'•"'— TITLE �� . �, INDUSTRIESUDISON , INC.IN DATE. 10 ��Y �o B P 01 L COMPANY CE 2 �.-- OF ARIZONA > >_ M+EET 2,0 0t30UTH IIT.. AVtNUE CHECKED .Y 43 0 X 123 1 1 /2 8 COL CANOPY OF -- REV. GRID DEscAI►TION DATE h r"OFNI. AR17ONA @9007 DATE_ ca+MK�cH eltltAllNi rttivw . ,aAe» rHONc :e: �oe� J t s + ..�..+ ._ '. .rim - � � ,_ :;iilriw. .•-`.�...... -.. '-. .'.JLMIr� '. -ti+.ir:- -� � �...,.. �. .,»�5r..�...r... rw �+ ..��ptp�:-y ► ��RT .. • �III�,IIlII111IIlII111�1�I hII'IIIIIIlIIllllllllllllllIIIlI�I111`!II"�IIII�Illtllll!!��t11M�'I1I�111111111111IIIIIIIIIIII)IIIIIIIIIIIIIIIIIIIIIII,IIIIIIII1111rlllllllll�l'illlll`1111111 � � , NOTE- IF THIS M ICROF I LME D I -• 2 3 4 __. 15 6 7 9 !o ! ! 12 DRAWING IS LESS CLEAR THAN -------- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORISINAL DRAWING. - _ - ------ ----- -- -- OE 62 92 a 9? SZ IrZ EZ ZZ 12 o? 61 BI L1 91 SI bl EI 21 II 01 6 9 L 9 S b E Z I�•lA" ./�� llluubnllln111uIL1uInIII1n11111�Imolulllntlhul,tu�r#�111lt111ItInInI1111I11unI11u�IH111111�unlllullnlf1u111nl�lnlll Ilnllhllll►IIIIInllnllllltl�Int11111�1111111nIIInIIyI�1(��IIIIIulllnll11111nIIIlUIIW�III�lllllll�ill�l�IIIIIIIIII)I�IWIuH' FEBRUARY 28 1992 2 1 2 3 14 S d 7 8 - _ V-2 7/8" --- --6 1 8" 2'-7" V- 3 3 3 8"__- —_ 2" END OF DECK : 1/2" A -- --_ ----—— -- ----_ - — --- — — — A N It c0 it � �D s 00 I �n 00 o 00 ; -- 1/2' 0 A307 MACHINE BOLTS (TYPICAL) I I (3) - #14 X 3/4" LONG SHEET METAL -- I SCREWS AT EACH OUTRIGGER ; B I I I m x 000 LLJ cy 35 I 2 7/8" 61/8' X14 X 3/4' TUFF-T1TES 7 0 3" o/c 20GA GALV ZITT (#2Z1) ~� I 16 GA.STEEL CONTINUOUS - ; 20GA GALV ZITT j2Z1) 1> 25 \ SUPPORT CHANNELS j4HS1 04 j14 X 3/4r S.M. SCREWS 0 24m o/c _nn / FIELD INSTALL - t� D � s 1/1" D 1'-0 1/8" 5 3/16" 2 1 -1 1 9" 11 11/16" 1'-3" 2'--8 11/16" 41 37'--6 5/8" BACK TO BACK �— 123 -11/2 0 o FASCIA 43'-0" o/o FASCIA E SECTION SECTION �� El1GIIY fF E � ---- - -- - QE3C c ,1,OREGON � f EX M a HOLES UNNOTED P/aCl FIL $ dUl1Ll�iu'T" / lc_ lii,L) SHN. Act--BP- 15 LOCATION HAND JODNO. w NOTES T I T l E DA1N0. NO. bRA1MH �r_ CYAN w MADISONINDUSTRIFSABPCE-3 INCo COMPANY QATE: ' OF ARIZONA - > Z __ << .M� . .� 43 - 0 X 123 - 1 1 /2 8 COL CANOPY 1> EET OF CHECKED �Y—__ 200 SOUTH I1 r.. AV[NU► + PERMIT N'� . BUF�lpp?4 � r11oENlx A11120NA ee007 O�AT'E: F REV. ORID DESCRIPTION DATI By PHONE: 7112 9083 COOM ACIR mump1N1 KMM . 13.531 , .» Ilw1�`�1III111I11III�I�I1111 1LIIIIIII'Il1111111Jill11Irl11T��il��11t16�11111�1�11111j�i��Il� ,'I'�Ij11�I�IlII�II111I111�►IrI1t11111I111�1111111I1��I11��111111''Il11rI1�111I111Il�lll�l�lr11111 r 2 3 5 6 7 8 10 I I • NOTE; IF THIS MICROFILMED !^-� - 4 9 12 ` DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T 1S EVE TO d THE QUALITY or THE ORIGINAL DRAWING. QE 6Z 02 LZ 8Z SZ vz EZ ZZ IZ OF 61 91 LI 91 91 1100 – EI ZI II QI d B L 9 S ��r bI IE•-- Z 1"r�r" �111111uIn111u1111Ltill 1nI11N11�1111111l1n1{IIIIIImh11rh11dt1 NN�It,i�nlnnII111{1111MI�1ullla11f1�f111ntlul�llullln�nnto 1 illIIIlIIIif10111111111111,1�n1111111�1111iIn1�11n11uI�IwLllllllu111u1I111111n1�I111hw�wlfn11111u�11uWl�Illu�ll�;i11►1IJ�111N FEBRUARY 28 1992 1 2 3 •4 S 6 7 d _6~ 5" 10'-8 1/2" 11 1/4 EDGE OF DECK FACE OF COLUMN OF COLUMN ( NOT SHOWN) -- FACE OF' COLI,'MN A (NOT SHOWN) A START OF DECK �3 -- -- 4 x 3/4' S.M. SCREWS l PER OUTRIGGER) 9' x 8' x 1/4' SPLICE PLATE I INSTALL WITH 3/4' X 1 1/2' LONG CONTINUOUS SHEET 2' STEEL ZEES - A307 MACH. BOLTS METAL FLASHING//_T I AT 4'-0' o/c -- W 14 x 38 �— W14 X 48 I � I _T y 3/4' 0 x 2' LONG � 3/40 0 x 2' LONG 12 x 2 x 1/8* STEEL A307 MACH. BOLTS A307 MACH. BOLTS I I OUTRIGGERS AT 4'-0 o/c I I I I I fOR3 LO N W12 X 26 W12 X 26 W12 X 26 I i � B �4 x 3/4" TUFF-T1TE I Q II QQ X14 x 3/4' TUFF-T1TES 13 I 1, PER OUTRIGGER) HEAVY 2 x 1 �• - -- MASTIC CONT. �� 0 2'-0 o/c I I 1 _ I � I 16' x 20 GA. EMBOSSED I PREFINISHED GREEN STEEL DECKING PRE-FINISHED COMPOSITE ALUMINUM 1/8' WHITE POP I WHITE I FASCIA AND SOFFIT RIVETS 0 2'- TS4 X 3 X 1/4 Q o/c � 1U" PRE-FINISHED WHITE EMBOSSED I I I STEEL CONTINUOUS COLUMN CAPS 4 N 3/4'0 x 2' LG I I 3' -0" 2" 1'-1" I (FILL VOID AREA WITH FIBERGLASS BOLTS WELDED TO z INSULATION) BLDG COL — ---_ _ -----------------�---------- C 6 I BLDG ROOF CHANNEL I C �--- TS10 x 10 5/8'/ x 1 1/2 ' COLUMNS M. BOLT I °D I III 5/8.0 x 2' M. BOLT BLDG DOOR "' FRAME c 0 D ». D V-10-12 _--- ---- 12'-0 3/4" 36'-0" 2 i'-0" 36'--0" 12'-0 3/4- 123'-1 1/2" SECTIONr3 qLcl) p E ��51 ��pI N �`aEj;0N r HOLES UNNOTED I h I ! 11/11 J ,k, SHN. 110 b, . L O C A T1 0 M HAND J0111 NO. -e Q NOTES S T I T L E DR1M0. NO. RtYI MADISONINDUSTNES �RA�N .�_ --��' BP �E�4 INC. � DATE: 1p MAY 90 OF ARIZONA ► of 3 CHEc9t[D .Y.— 43 - 0 X 123p- 1 112 8 COL CANOPY !MEET - , Or. cc •~o P,•~. 2100 SOUTH 11*.� AVENUE PERMIT NG . 3UP910074 — PrrOENIX AM ONA e8007 DATE'_ _ REV. 011110 DESCRIPTION DAT[ cowmAc11R etucm111 4vw . 1318!!4 ...... loll .. wIII'E'I1{III{1111{111{III{II {L+1{III{Illlili�lllllllirltllll�l��(llt �Ilr�l{I�Ilillli1l{Illlfll{IIII�IIIII111IIIIII{III{I!I{1{IIIII{III{III{III{IIIIIII{III{IIi{IIC{Illillllll,l,lll►II�11111 lot t ( r I -- .y. -„nom,, r�■ 10 II 12 ' NOTE: IF THIS MICROFILMED I 2 3 4 5 _ 6 — _ 8 A —_—-----.. - DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUF TO d THE QUALITY OF THE ORIGINAL DRAWING. OE 62 QZ LZ 92 SZ 12 EZ U 1? OZ 61 @1 LI 91 51 t,l EI z II 01 6 A L 9 S 's E Z 1"`"" 24 )( �,� It1111IIIIIIIIIII,IiIIIIIInIinuI111IIII11Illlllifllltltl>)illt�'Ip�tft�ltllliurl�llIIIIII►utiulllu�ill1�1�111!111n11uuluu{n1111n111�lnllnullu11uu111ulllullul�uulunlnnhlulw111111�UI11,InIn111,u111ulllmhwl�lBIIII�uulnuWll111I!I)ILIIm!�!IUhn1 , FEBRUARY281992 1 2 3 4 B 6 7 B 11'-5 112" 2'-_7" 1'-5 3/8" 3 5/8" A 1/200 1 1/2" LG. A-307 A 1 MACH. BOLTS- TYP. — L2' x2' x1/g" W14x48 A° STEEL iri;?RIGGERS PRE-FINSHED GREEN At 4'-0y 0/C JOR1 COMPOSITE ALUMINUM • • FASCIA INSTALL REMOVABLE FLASHING WITH (3) - #14 x 3/4' S.M. - 3/4'0 x 2' LG. A-307 5/8' x 2' LONG 3 4"/ x 2" LG. A-307 2' SCREWS AT EACH OUTRIGGER / 3/4 / x _ I.G. A-307 I MACH. BOLTS A307 MACH. BOLT'S MACH. BOLTS MACH. BOLTS I 0O #14 x 3/4" TUFF-TITS 6 1/8" 1'-7 112 c/c 3' 0" Ln j4HS1 CONnNUOUS 16 GA. S.M. W12 x 26 I ( SUPPORTS - ATTACH TO DECK , W12 x 26 20 GA. STEEL DECK PRE-FINISHED B 3/16" STAINLESS STEEL / 14 x J 1" LG. S.M. SCREWS WITH #14 x 3/4" TUFF-TITES 0 16" o/c EMBOSSED WHITE ACRYLIC B POP RIVETS AT 24 o/c � �. � �, / • —_ . — (STAGGER ON FLANGES) HEAVY MASTIC 1/400 S/S M.BOLTS x LTU. TYPICAL Al COLUMNS AT EACH DECK RIB 2 PER CONNECTION ~' #14 x 3/4' TUFF-TITFS 0 8' o/c 4- .1 2 CONTINUOUS SHEET METAL GUTTER --� - 201A GALV ZITT (/2Z1) COLUMN TRIM 400 WIRE S i RATHER Till ( #1 CT3 ( I PRE-FINISHED WHITE EMBOSSED COLUMN TRIM #1CT2 - SET IN 4'f ABS WATER LEADER —."- STEEL CONTINUOUS COLUMN I I WHITE BUTYL FLEX CAULKING I I CAPS -(FILL WTH FIBERGLASS ��) I I I I TS10 X 10 COLUMN I I C TS4 x LJ 2'-8 11/16" 3'-10 5/16" 4'-10" 2 11' -10" 19'-4" c/c 43'-0" 0 0 FASCIA D j4SP1 D SECTION 18 GA. S.M. TEMPORARY SPACER 4 MOUNT V-0' ABOVE TOP OF FOOTING E5G USE SM BANDS FOR STRAPS FASTEN WITH #14 x 3/4' TUFF-TITES SCALE 1 1/2 = 1'-0" TS4 x 4 x 3/16 MONO-COLUMN 00 4 4 ABS DRAIN TS10 x 10 COLUMN ESV D PR E Fl ��. ;yGINfE SECTION ��R�� o 5 A AR , E5C K-KGF HOLES UNNOTEDSNN, Ai L l -/- LOCAT10N NAND X)vNo. f NOTES T I T L E Woo. No. REV. --- UDISON DRAWN VY �r 11 w INDUSTRIES IIS �:---- in MAY oo---- BP 0COMPANY CE 5 �--" Off' ARIZONA OF z j�LRMzT. BUFg1- . ".0o74 __ 2,00 .NOP,.N, 43'- 0 X lr)3'— 1 1 $ COL CANOPY SHEET CHECKED �Y 700 SOUTH 11*.� AvfNUE PHO[Nllt ARIZONA 89007 REV. OMD OEtCRIR110N OATS h PHONf :et Cosa ��' CCJI1MJfN(/l 84APNINt l(711M « 131831 yam, r T� wow- �. I�'IlI�I1I111IlItIII111I111I711.1111IIIII1111111I11111iilllillll1�Itlt (IIl�l11�IIIIlllltlllllf IIIIIIIIIIIIrIr IIIIIIIIIIII1111111IIIII11111l1 1111111 1111111 i111111 1111111 IIIiIII 1111111 NOTE: IF THIS MICROFILMED 1 2 �. �...�..�,.«.,4 __ 5 7 8 9 110 1I 12 DRAWING IS LESS CLEAR THAN -------- THIS '—'-THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- - ---- __- Oc 62 9Z LZ 92 SZ OZ " ..Z ZZ IZ OZ 61 QI /-1 91 SI it EI ZI II 01 -6 A L 95��r b EI..� Z I �� 1�1JIJIIII nIIIIInIIIullnll nit)n1111tt1IJ111I1111)tINIIIn�IUJ�t�tn�ltst♦notlutll t1ullnlll nII1t11III11I1111I1111I1ntilllJlll;lIIIIIIIIIII�IIIIIII tIIIHII11IlIIIII�IIIIIIIILIIIIIIIIIIIIItliIIIl1111111,1,1��ItI1u1IIIIlI111111111IIIIlI)IIll11fWIiIIIIIilI11U111llIUIII1111IIIIIIII�IIIII) - FEBRUARY 28 1992 2 1 2 3 4 S 6 7 8 i 1/200 x 1/2' LG. A-30 MACH. BOLTS— TYP. L 2' x 2' x 1/8' • Yi14 x 48 STEEL OUTRIGGERS AT 4'-0' 0/C #OR1 I � 3/4'4 x 2 LG. A-307 I MACH. BO!TS co `" 3/400 x 2' LG. A-307 MACH. BOLTS 20 GA. STEEL DECK PRE—FINISHED W12 x 26 I HEAVY MASTIC EMBOSSED WHITE ACRYLIC !� N RSI — 4 2 1/2 x 2 x 3/16 • !DECK SUPPORTS B --— I _ g `D I I i I I I I j COLUMN TRIM 11CT2 PRE—FINISHED WHITE LMBOSSED I STEEL COLUMN CAPS— FILLED I I I 400 ABS DOWNSPOUT WITH FIBERGLASS INSULATION I C 2'-8 11/16" 1'-2 5/16 5" C 4'—4" 43'-0" 0/0 FASCIA _ SECTION 6 E6C D p PR�FE° Ear�Ug k.NUIN4F,p��o E S�ORFGON i M HOLES UN.NOTEU rALFIL K'l L� 0 ;-;- TICJA�Pnl OV BHN. _ — 6 NOTES - LocATI ^� tt NAND ANO. TITIE 011AMM 1Y— � MADISONCE-6 INC. DATE: �- _. 10 IIAY 9Q,._ BP OIL COMPANY - OF ARIZONA , , Z pp — OFF'" •r.o PL A.. CHECKED BY 4 3 - 0 X 12.E - 1 112 8 COL CANOPY SHEET a f}!� FNkof 7L} PHOENIXo ,q ' ARIIONAv89007 DATE: cc REV. GRID DESCRIPTION DATE By Pr4ON[ »i 30610 mow (UW*P(f% NlUfFAINT RAM 134.534 Y . �.�. ^ t � ..� ..�s..•..::...::.,......, ','.:-`""""..rur'':S.Y":v^ �Mlle�+-•.'.•,erg ,• s+ww:......•..,._.......---•----•—•.�..•- ' .,�►, � �III��IIIIIIIIIIIIIiIIIIIII�411.I1III•IIII111IIIIIIIIIIICI111I�111�111II�tIl,llll,�IIIIIIIltI1�IIfIII±Iililillllllllltllllllltllllallllilllllllllilllllllllllllillltlllflilllililllillllllfltili l) � •� � - • 11 5 1 ! 7 8 9 I • NOTE: I F TH IS M ICROF I LMEQ '�'� 4 6 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO r THF. QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 92 SZ f2 cZ ZZ IZ OZ 611 91 LI 91 SI 01 6 9 1 1 9 S� b1 E Z I"•l'" ~ � l�!IIIIIIIuillunluulnnlnnllllllnll�IIII1111IfiNI11111InI'{11nIIInInIlifulllnl�nllll111II1t1I1H1IHUI111lItIIlIIl1tIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIlIi111IIIIlIII11IIIIlIItIlI1111IIIIlIII11II111I1W�lIUIiinlllnlnlll1111IIIIlIIW11lWIiIlII111I1IU11lltIU11I111lIIUIIIIlllllll FEBRUARX`7 28 1992 - -_- •'f :J+d'llet:,•.:. ;MaTiN•F'.�.L51I�"i��l...•i''R p�^.,w'lYmT!17�..'r+.�'. - ... �. ._... . ....+.........., .... r r t Z 3 4 S d 7 e I , o A `CD I a - aD CD rlI • 0 M CD _ -- - -- - — ---- OF LIGHT FIXTURES ---_ - -- -- .----AND DECK SHEETS RECESSED LIGHT FIXTURES 0o ® - N THIRT'.' TWO (32) REQUIRED - FURNISHED AND INSTALLED BY MADISON IND. `i 11 0o WIRED BY GENERAL CONTRACTOR. f - 1 f 6'-6 112" 6'-9 1L2" 6'-6 1/2" 6'-9 '/2" 6'-10 1/2" 6'-5 1/2" 6'-10 i/2" 6'-5 1/2" 5'-6 1/4 13'-4 22_8 139-4 _ _ 13'-4 — 13'--4 _ 22 -E _ — 13'-4 5' -7 1/4"_ . 123'-1 1/2" o o FASCIA __ C LIGHTING PLAN LIGHT LIGHT FIXTURE — iT FIXTURES AND SI+�NS ARE FURNISHED AND INSTALLED BY MADISON, ELECTRICAL WIRING IS NOT BY MADISON.ERIC-400W S'I�iH-120V RECESSED LIGHT FIXTURES WITH LAMPS AND LENSES CEILING DECK D D � _SEALING PROCEDURE 1. IMEDIAIELY PRIOR TO INSTALLING FIXIURE,APPLY �— GE #SCS '1202 SILICONE SEALANT COMPLETELY AROUND FIXTURE RANGE, BETWEEN GASKET AND FlXTURE SIDES. L 2X1 ANGLE FURNISHED SEALANT SHOULD RISE 1/4' MIN. ABOVE GASKET. WITH LIGHT FIXTURE 2. AFTER SEALING FlXTURE, APPLY GENEROUS AMOUNT OF SEALANT AROUNDENTIRE FIXTURE FRAME, MAKING ERECTOR TO CAULK AROUND SURE AREA BETWEEN CEILING AND FIXTURE IS FLANGE OF LIGHT FIXTURE COMPLETELY SEALED. WITH WHITE SEALANT CANOPY CEILING DECK SECTION THRU LIGHT FIXTURE ��to PR �v�S �hGI NEEP 10, •�- E E c1 �G OREGON p LIGHT FIXTURE DETAIL ��y X18, l MAR _ W HOLES UN.NOTED m( i(- i WALNUT HN. AO-BP IS o LOCATION HAND xml No. T I T L E NOTES �. �' ��, MADISON INDUSTRIES INL MAW" .� l0 �IAl 9Q -" BP OIL COMPANY �E OF ARIZONA ' $HUT of z -- OFI'CC .WO PLANT CHECKED By 43' - 0 X 1231 - 1 1 /2 8 COL CANOPY -- ri 2100 SOUTH Ilt.. A4fNUf D 0 P11O[Nlx AR170NA 89007 DATE: IT N0 . L'JF'-_?i0r�?4 DATE By PNONf 292 30011 ^? r REV. onto t?EOCIttPTION ((*%WA(0% 811f9f INT KV W . i246?4 � t � ' � �It � � II+` tll t�1 tl1 I t l t-� 1. l i l l l 1 �1 I I 1 i I l l l l t l 1 '1 1 1 1 1 1 111 1 111 111 III 11 tIl lil III 1 1 1 1 t l 1 1 1 1 1 1 Tit t i l l til i l l l l l l t t11 t 1 111. .. - � NOTE: IF THIS MICROFILMED �" _ ( - -�- - .....""`�'� '.. 4 5 DRAWING IS LESS CLEAR THAN i THIS NOTICE, 17 IS DUE TO THF QUALITY OF THE ORIGINAL `DRAWING. IP - -- --_ - OE 6Z 9Z LZ 9Z SZ tZ CZ ZZ IZ OZ 61 BI L1I 91 51 l f.1 ZI II 01 6 9 L 9 'S•- .�r b IE - �"�. IrN{tlnlnu{uulnn{uulnn{nulunlull�111tIlINIt!t;�natlmt{tn►Ittt►�ultittlt{►IIIIIIIIIIIWNII{iN111►rt{1IIIIIititUill1t11I11i1It�11illlli►1111111111{1111I1ililliil{II11�1111�111111111I1�11�IUilUIIIIIIIINUlt1lIIHIIINNIIIl1W8llil�lllllillltlllt�lNtIl111I1111111IIhlti' flEBRUARY28 1992 • w i MATERIAL SCHEDULE ' T 4e.-6• — � BM a BUl.DING MA"ACTLm , 4' 4r 6. 2 MAS1 FRAME r _---__�,C_ .L 2 S - (+C GENERAL GONTkACTOR - 0 3 OMNER S a S�D F • r-f 4'-0' 10'4 10r 9-11• r �• I I • �uat r +> s - — — - --- --- TOP 00 NT N AA NO 1 ESWTM OTY. S i FTG. r TCA. F r f66 1/4" x 8= x 12' STEEL IIE1D PLATE w11i 14 1/Z • BENT ROD. 2 S-0' SUUARL FOOTING NTH d' x 12= IIIELD 10 G.C. G.C. f• _ ___— _. ____ _— ____ _ M _.N _ __._ ___ _ _— ____ ____ _ _ _ PLATE. S-G sw" F00TM NTH If x 120 VIELD lv G.C. GX. i } PLATE i FTG 'A' - -- _ FTG 'A FTG A _ FTG A IAQAO R0 ORAM� 'Pi n7F x 4 '-q FO_DT' '. -�! GL. 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DIUNE SLJIB �, -- BASE DiANNEI F)fAME YAA •• • . . • , • ,'/ ,• • •, HAS f1iA1Nr<1 _ ►- - ;` .• — -•;#� .'..:., _ V - - TOP a 1E1D i CUNY�RS, GFURGIA 3OZO1 y�nn - STEEL BA`s FFIAIE <. _ • •, . o • . • . . •, l ''• 44 # I .r• rl� -- - -- I' �` �'' '% - - ---- �• . �"' -� AILD PLATE ODA TM _ y_ .� q- PHONE : •104-483-4401 , �� '3< 2 NATIIRAI GR _ (.'A TON � N0. , ` -•• • ' • •' s • ♦ '10# /� _•._-._. _"�_._• ____•. •I'•• ^ SLAB �� • '-_--_ . - _.._ --- STM4t(>lfUMl MItEN aF aJPi D '/ •''• • ; PALI Fi C WAW(JT ?7L`7f�le�r r• . IQ 3' STYWOAY Fro+ AEOWED - t• � •I, PFR LOCAL CODES. •I, Pf R LOCAL Ci1f1F 5- _--- � )� STMOM MEN 1k ,' ` ' /I. •#/ ' :� 1•' �- - MAJW rN XIW WALK R C -` / SPI I TOW SLAB BY 4 • , 1 _ - _ — _ PER LXA GOES •I TXIIERAL WNTRAF TOR ro COWCI I .' •; . 1 1 , >'>' r GI:NTRAL CONiRACipI 'I i . 1? GA STEEL F(1RY I� • . . (SEE PLOT RAN) . # 1O al111Vt, T1aA1: ► l»OER 13' „a, .� 23'- 8" x 48 �— 6 R.N. 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I1I _ 200 PUP.'IC SQUARE CAKIS t OOIRT>NEAIWS F=KA-_ j Dom IM VAT�E_FW FOVA - � 910 LWWOD MATTE FUSH CLEVELAND, OHiO 4*4114 I �_ CASH AMU Stl/I kM FOWA - i SD312 PT1ERSWIV SUU rN% TOtWA • 910 tlYlF11r100 MATTT r"94 MADISON t INDUSTRIES INC. OF GEORGIA P.O. BOX 131 � f ROOM f7NLSN 9CNBDULF CONYERS, GEORGIA 30207 _-_ - --.___._ ___.___— _ • PHONE : 404-483-4401 BOOM FLOOR BASE INNS aim REMAWS ,t.. LOCATION ,109 NQ. ,;•i `'' r t IT.RAIRC T!<E tIFNRI KC212 In CA SiFTI PANELS N' t /a" 1/2' FiOQt RE 14 SAYS MO AN R.EAN PEPPER CLOW 4 wm. COOK PERF-114 t T W11 GRAY AICA STITU X v4NYL TO W CON 1RW IS RV-1171L < I�lA4LI�lU l T1�A �► c�f� /�(}�3P I L awx / W.73 IN ins gfJlA' 1 "CII A10m.TICAL A RI1N IINOER ALL MAX" GROUT CT1lrG RFS CAW r) •I CAS0 r I r CF1WK 11 Kala KC212 20 i k STEEL PANUS 24' 1 4r . .�f Q n r_ tr R.H. Immu w Q LAN PEFKR CLOUD 4 1IMR. cow PRE-FTN LT, M GRAY ► ACf.Q WU! V6M 2 v r— V X 4U � M0DULAR BUILDING °L""T ' ""W"' °iOUi' ' cr.10 ITS DOOR — GLASS — & ROOM FINISH SCHEDULES . NA1WA1, GiiCL1T CF.A MG ITS - �'' . iESAM01 r It r Cfmw w KFNRI� KC212 20 GA STEEL PANELS 24' r 48' v 1/I' AMUIC N WAIN PFpPE1F CLOUD MIYL COW POE-M L 3 1.1 GRAY ACXX�15"X vfNYLRAWL omit 0 ■.73 NTH GROUP 1 R" A(TOUSTiCaI t NAR". GAOLIT Cf1A1G RES DWG. : S--5FM40152-SD- 2 REV.: C� {t ,p vim ti o r it r LAK 111.E 11011f ' "2 20 GA, SUL PAKI"l 24' r 48' x 1/2' SCALE: 3/8' - 1'-0' DRAIN 8Y : C.LAOM Sr. r , ,I f ..rr A14i[XJw QUEM PE m (low 1 wm COKE PRE-1!L LT. 9#11 GRAY At�fAtT %L[N WM y,r "IF 1 R.73 WIN GROUP I POCX A(1 ISTiC.AI DATE: 04ECOP D gt r NATU4A1 ata/ — _ - ------ --- -___ - --- -- - fft1NG nEs _. -- ---- - - - REVISIONS DrA DIN CM , r I r Ct�tA1NC TtIE KENTU KC212 20 GA. SIRE1. PANELS 20 CA S1FE1 P041 1 S AIM AIII KM PUM CLOUD 4 VWA (Vk PRE-1101 LT 91.1 GRAY PR[ 114 LT 94E 11 GRAY 011 C1 it j W73 /M GROUP 1 4 s MAW CI Y L ,r 911m CmT nc Fmm cimat KENTU P(C212 20 GA STEEL PANELS 24' , 411' « 1/Y -- - - ' PI�E-M LT. SF�L! GRAY A4x.0uSttFLEx VINYL aouv 4 WNn cox ' a GROUP 1 R" ACM1`STICAL , CtiIIGRFS _ _..________� __._._ _. ______�_ ._-- __ __ _ _.._.__.. .. .'-_.___�._ _..__--- -- _..._.._ __ • :-ERMIT N0 . BUP9ICiC , i 1 r 37 OF 51 +. 1111)111��1111111111ITIKllli�lltlll`�111It1111ItiflTll�f��Iflt 111fIflFttl{It`�f111t111 ,,t1T�111iFlIIF1tI11{�fllllif+F11�111'FIIIIIiIFIIIFIFIFfF�FIFItt(TlTlf��l(I1111FfFI(f(IiIF11{111!1 __ !� T ... .� ( 2 _3..� _ 5 6 7 A 9 - NOTE: IF THIS MICROFILMED ---"---- - -'~ —'—� ' DRAWING iS LESS CLEAR THAN THIS NOTICE.- IT IS DUE TO e THE QUALITY OF THE ORIGINAL M DRAWING. OE 6Z 8Z LZ 9Z SZ 1rZ EZ ZZ IZ OZ 61 BI LI 91 SI bI CI ZI II 01 6 9 L 9 S b E Z ""'s" ;.. I I II iI I II � �- Ir!IIU1111111ii1111111111111I1111I111111i11�1111�g1111114{IIIII1rlr�itlr�rlMlnrr�rr1111111Ir111(IIII�Nt10H11I11110N11i111111t11�1iflltlllllTllllt{III1111111►11t1111111111ullntifEtL�nu�ttttltilt�itnlllttll�IJif11u11unlu1fl1uEI111f1Tt11�1Wr111i�1i11j11U�l�UII!;1�;�:�+Tltwlnll FEBRUARY 1992 i• • C. i i•. .� 48'-6 o/o BUILDING10 OOF DECK 3' - -- — --— ---- _ — -- - — - -- --- — —_------- N ' 18 GA STEEL SUPPORT x �44 •,, ' CLEAR SE&%NT f ALUM. 471 1/4' STEEL FLASHING NIiSTALL • MAM M 4F 1 �• HEAVY MAS11( 12 PAN HD. SCREWS i �) / •t r.•9 \• J .r--'-`�•�•.+--ter+--,.-�-+- +aw•- -�w+.--�w.e.T-�.,-,.►-.•s.+-- � ' � �': - - --\� - �" STEEL DECK CAP •, �S J 20 GA, SR E L f101)f DECK STEEL PNL.'S ---- -- C5x6.7 �- 2. - LAYERS OF 3" FINER('�l_ASS FAN COIL SUP r. I.EFS 2SP166 INSULATION � � , 3 0W STRAINER j. 20 GA STEEL CAMER ,� �►, - - - - - - 4G1 RA 1HP7Alo -- 1 - 1 d • �� C- 4HP7 / x 3� 1 PVC SCN. 40 If Q, `r' 2CA1 i / ' as `;, °`) �' DOWNSPOUT �n 2( A I 1 1 20 GA, SH. LIGHT GREY �, I OVERFLOW HOST STEEL PANELS 'K (BEYOND) { ka 2' x 1' 58812 7SA1 RA INSTALL 1 1/4' x 1 1/4• ANGLE T-1 3" 1A 4" 0 2'-0- o/c 0 EACH PANEL JOINT ;a (TYPICAL) AMARLI TE IPHS-380 lo SEE DETAIL ON SHT. S2A J • I •I , 00 N rJ r•) \ I f� r i 1 i EXTRUDED ALUM. AT SILLS, JAMBS r , l r AND HEADERS BY SF. CONTRACTOR i f C' � f 6 PRE4lN ,'g,�L ✓E 01 . ALUCOBOND P 20 GA STEEL WALL PANELS y .-� 20 GA STEEL COOLER RADIUS CORNER c I I WALLS LAMINATED PANEL TO COVER �i W/ 1 POLYSTYRENE. DRAINS, 8Y B.P.0 c-j rn 3' FIBER61ASS INSULATION + 1 i C, C= - --' 2cn1 - r - -- - -�-3 r— C:� - °' /10 HEX HD. • • . , • • '- - - • _• -• ___ ,_ DARK GREY BASE TRIM 66 -- - 3"x2'x3/16" STEEL _ ____ -.- -_ -_-. C 12x20.7 -� LEDGER ANGLE L IGE1 f Wf.IGH T CONCRETE OVER I N, 3' PVC ROOF DRAIN k TYPE "F" STEEL FLOUR DECK • _ 2SS i� t n c 2SS2 c � 14 t 2' POLYSTYRENE 0 COOLER ONLY - C -11 A O REGO 5qg 3 JE 0 ru mc.em �T MARK� PARIFIc__ KALM)' T76AF--b, r E Act- Cad' 13 PERMIT NO . HUP910074 LUXATION H!& im No... DRWG. NO, REV. If 1_ � D P OIL COMPANY MADISON INDUSTRIES INC. OF GA. S-(0 P. 0. BOX 131 231 - 8 X 48t _f/' MQDIJl AR gUILDiNG T 0f rpNYER5, GEORGIA �02U7 cmemm n 1 _ 483- scRIoN ~ —T C,RID' (),n1F F� PHONE 4L)a .1SECTION 7 2 0 ► 4 REV. G" DP11PATE PY RFV ..... , j,„�,,a.,,�,.�- .•._,__._.• ......_-• -^^^• -- • �► - "�►�� 1{�� III 1 1 1 1 1 1 1 1 '1 1, I l l ( I ( ( I I I 1 I I i I 1 1 ( I I I I 1 1 1 1 ( 1 1 1 I I( 11. '�'� •Y+:.:..,Yy._,,...,.,,.k•.�..,;-. ..--• �,rr..s��r�.- I Illlllllllllll I I ( 1 I ' ILI I ! I (lIlIlI 1i{ !l) I I 1l� I I II'�IIf11t,I III ILII Ilf!It I II lII�I tIIII�Ittltll 1 12 NOTE: IF THIS MICROFILMED r• ( 2 30.. -�..4= -- 5 _ g 7 8 9 10 I I DRAWING IS LESS CLEAR THAN THIS NOTICE IT is DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OC 62 92 LZ 92 SZ *2 EZ ZZ Iz 02 61 91 LI 91 SI 101 c1 tl- 11 01 6 9 L 9 S ►eIIIIIIIIIINIIINIIIt111UIIlI1tIlI11111111lIIIIIIIIINIIIINI'IIt1�NIt�uIllnu�tIIlllttt�t611111N4111.�NlII11111111IIIUtIIIIIIIIIIIIIIIIIIN14�11111111►III1111111111tIIINlII11111NIIlII1111It1I111111u1llljjjUllllllllllllllluiullllulhw�{t!�nl,�llulnulwll�Iublullnll{wlut, . FEBRUARY 28 1992 4" 1 11' fl l I t►r 4" •�T • •fit. I I f� ' •7, 3" 5 7/H' I'PJL`• 0 1 4,. _ 10' H __ _ 4 l/fi 1 ', 'j ( - 8 {'NLS. 0 1' 4" - 10' f; - - - --- �' -�-�n�� -3�- M1 � ti• 1/1 I 1%4 ALUM. ANGLE wr. ALUM ANGLE --_ STEEL DECK CAF' SHEET FINSTALL STEEL FLASHING FIELD 4F 2, 4F 3 4F2, 4F3 GENU OVER (DU NOT CUT) _ r /8 F'AN HD. SCREWS 1 s tMCIAN 5Z�SZ tSZS�� SZS-Z.S?_ �Z ZS� Z�5 tSt ,�S�S�SZ�S tS t t.�S��S�?.S� Z ZS�S'S��p �SU� PAN HD SCREWS S E 20 GA, STEEL ROOF DECK �' 4 M 20 GA HEADER #)1_A PRE FIN LIGHT 6111_Y � _ A F1'� (►r F 2 1 YF t ' IBJ QUI A 11UN v. 12x20.1 I J I r i 2x1 ANGLES AS NEEDED ; 4 I � AMARI 11f ,THS - ;80 � v /~ C1 i 0 [A r111F Of FRAME SEE L�E.lhI1_ (►N SFi1 S2a ---� AND AN(-14P 11) FLooR b I" DOUBLE (,LAZED = INUI_A IED GLASS I 1 1 I � •�� i 1 1/4" x 4" AHIM POOR FRAME 111?Ih1J W/o ul)'1R II11i i JI10111) n J I v f� • - PRE-FIN SILVER ti ALUCOBOND PHLS. q CV ell I. �._) FINI;HED F1OOR -- C, f 1W Of CONCRETE c , -- DARK GREY ALUCOBOND p3THS1 ANCAF i x 3 x 16 GA. ---.___ BASE TRIM 1 ' FAS f EN W/ J14 >< 3/4" TUFF TI TES _-_ LIGHTW�IcHT GONCRFTE � OVER TYPE. "F' FLOOR DECK i 1 9 ti PR. 9 �O NEf4' ' SFCTIOREGON M \ 5l / \�G SCA[ f 1 1 /1 1 - t) �l MA 1 RL M P.7 t LOCA noN HAND DRAM s TLE B. P. OIL C'n Rev MADISON INDUSTRIES INC. Ii GA. 23 - 8 X 48 —6 MODULAR BUILDING S- 7 L T . .., N R C' I A 7 04 au r E S� , r f' � 30X 1 �1 ' -- �� ----- ---- . , _ ___._______ SECTIO TN U BUILDING C� YE S FOFF, 30?0 N 2 l-- 'D F:1�l1NC: - 404- - 101 0„� ____. __._ .__..__.__.__, _ REV. GRID -- DESCRIPTION UA TE. BY REV. GRID ----1 PF SCRIP ioN - DATE BY 1 --- 4 R � 4 ' -- � 20 +» i 'w .< t 111i'm Now, 111111 tow ' �'1I'1' I'I'I'I'I�I�I'I'Ill'I'I111�'IIS'1111III1111111111Jill 11IIti11111111111'11fI11Ill Jill 111r1fI1111i11IiI111�1111111�1I1111111�i111111IIIt11111I1111r111,�1111,iIiItIIItli1lfiil - NOTE: IF THIS MICROFILMED ►- I 2 3 4 5 6 7 S 9 10 11 - 2 DRAWING IS LESS CLEAR THAN THIS NOTICE; 1T IS DILE TO THE QUALITY OF -,HE ORIGINAL DRAWING, RffZ 9Z LZ 91 SZ f1 EZ ZZ IZ UIZ 61 01 LII 91 SI bl EI al II 0!1 6 9 L 9 S ,.r b E Z 1"•''" Ir!1111111 nlllunl uu1 nnI nu�nlll uI1I111111t11I tIN1111l�1I1!l�tn�!!!•btlt`w1111UI�t11111111F11U�1111I1111�1i�tlllillll111111111UlIIIIlI11�II�IIH111111I111111111111111111IIII111111111111111111111iII111I11111UH�IUIIIIIIIIII111111IIIIIIIIUI NWtl11I11111111IWJlIUIIIIINII�;i1111111111 FEBRUARY cl 28 19 f'a't.• � �ww��rw�.w�r.�rr��r�� 1 • •` 1L 1/4 Y3: — STLLL DECK CAP SALE T CLEAR� SEALAN$----� I r F!",0 INSTALL•,, S M. FLASHING r , , � BEND OVER (DO NOT CUT) 4. ' ' I rp 4 �• A' RQQW9 MU6tW 8_68_6 by MQm 8ZMMN6Zm))_8_1 V_ C ? LAYERS OF 3' FIBERGLASS2SP1 i INSULATION 1...4 N ,d . • SUN►'i 1k TS 4 20 GA STf-FL CEIIINC; AND I •� WALL PANELS LAMINATE L' i •' r C W/ 4" POLY;TYRFNE 1 INSTALL 1 1/4 x 1 1/4w ANQE A 'T-1 0 2'-0 o/c 0 EACH PANEL JOINT t � 3 r C, ANTHONY WALK-IN SERVICE DOOR I (30 1/4" x 81r) i I - t i . c r., > . 1 •f f r :. CA L— 1 a , r PRE;-F INI`,fT LIGHT GRE Y FLOUR ANGLE N2CA2 t I `• ` X10 x 112" HEX HFAUS -`/'/� � � � � •� ,---_.__--, _ '�_._ �.� 'i�� _ -,�---, ,� ...__ - ��' '• w " LIGHTWEIGHT CONCRFTE 2 x 1 ANt,I E OVER TYPE F FLUOR DECK GIN L 10,614 ., SF Cl 1 I c_:� N M '�� ✓ OREGON ' SCAI_E: 1 1 2" _ �' p" S8 r MARK 4 / u MAUL Fri L i F i L WA LkOr Jk' �()--PP-I. • I- Tl c� p h�'�,• ' - __ — - _ — _—`—_._ �� -- �_ — _. -- -- — _ _�.� _. _ _ — - T11LE _I1T10N HMI DRN'G, NO, NO, :a3 MADISONINIJ I' I CaMPANY U5` I II� INC. 0I t� �� . ___ .G Y L M� P. 0. Box 131 23 -8 X 48'-60 MODULAR BUILDING 00 .Y • - - - -- °� ---- - SECTION THRU BUILDING LREQ `�1°ED I CONYFRS GEORGIA 30207 •�,• � -Ky DESCRIPTION DATE p,r REV f;RITl [IF Ct 1111"TION -_ �-" ._ l_-_ -- � [1 0 E -- 404-483--- 4401 0�� DATE Br 11 _— t N � � � ,. _ • ...._.._. ;..r _. -. .� �.'"._�` .,.._. ...�.•�� •+wry_ y1 .... ..yu�_�"' 'e..�' _.. -._ - �..,..fair a: ' IIIA'�tlllllllll�lil' 'I'Ikl►�III�1[IIIlillilllllllll�IJill TIir1�1 I1I(II'�ItI�III�IiI�11fIIIIIIIIIt111IIII�IIIIIiI�III�IIf�IIIIIIItIII Illtl[Il�lltlll illltill lIll II! Ill lll�lrlltl�lwl • ?_ 3 4 5 6 7 B 9 ILO 111__ 12 NOTE: IF THIS MICROFILMED ��' w.....s.M� - .._,_.._- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Of: 62 9? L2 92 SZ ►2 EZ Z2 12 OZ 61 of LI 91 SI bl EI ZI 11 OI 6 ra L 9 SI--J�. b E Z 1 s1•i"" ��II�uIIInIIIuIIIIUILI�llmllllllllll�(uululllln�I� ilm�lnnhu�l„�r�IIlnullultulllll(I�flltlfuf�ltrrlilUlini�IullIIIIIIIII�II IInnIIInIIInhIIIIIIiIIIIuIIULIIInIlufllnlhulllulllWIUIIIInIIIUIInIIIInIInIfIIwIHBfIWIu[l�llu�l111uI)Iu�Hfl�lwhlN FEBRUARY 28 19 92 41 fa R`. ,. 18 GA STEEL SUPPORT 1/4' E. Al UM. ANGLE -- , • t ALUM. ANGLE CLEAR Sf ALAN TALUM. I. ' STEEL FLASHINGC14 404 41-1 _ _ , r 08 PAN HD. SCREWS ✓ - -- C )L C�, STEEL GUTTER ^) - w STEEL PNL'S v I tom/ .- CV r1 ^ I I2x1 ANGLE STIFFENER -- N7 C�` * I J _ ..-.__..- - - JL J -- -- -— 20 GA. SH LIGHT GREY I � STE.EI PAN0 S -- j { I I 7SA1 ------ 1" [0)RlE GLAZED IN�1,11.AIID I ro GI ASS W1 M SASH TO RF i FIELD IN'STALLED lop, I I I AMARLI IE. jPD --38O I SEE PE TAIL CIN SII 1 ',/)A N� r � Cd I I i C,1 pr) I I I' A R I TNI T ALUM F XPANL?E I) INSI AI 1 rF [L INIM AIF TI l ANGLE p jF I I \ I I T lu I LD Q• • rn I in �7 I CJ I I /,-3* x 7' HQ110W METAL DOOR AND FRAME : POINT TO MATCH c!',11RE 16 G �1E FI- SUPPORT ADJACENT WALLS Or-) ]RIM 12ACC1 \ I RAIL `; V'_;1 I (3) 1/4' v WCEP HOLES IN r1 BP 1 �I 010 HEX HD. - . -- ' _ ._ .. •_ ��'—�— '�--�-------_.--- '_s----�- .�_7—_-.�__�---, � �—,.t PfTE--f IN E3LA KSTEEL • --. ------- r C •. 3x3x1/4 ANGLE jw o FIAq TRIM THRESHOLD SUPPORT r • 5 I - 110 HFX HDS 20 ANGI f_ eff ar 14 `,L C I 0 N I _ (�t 1 l O I w _ _ 6 _ ,.. . . c , A.-- _ __5 r " S9 ✓ OREGON SCAI F 1 1 /� — 1 - (1 \N ARK ' f •. 11f PEPM tt , ► ,1��1 ppf/�� IT N PA( IFI� � 1NAWUT- 71f)/'ik'(UI � , ��l�r"�� 4 ,. - . B_P9_.. J74 LOCAT" HAND NO. --.. 1-I TLE DRWG. ro,% .y __.__ ______ H. P. 0II� C0MP ANY MADI� ON INDUSTRIES INC, . CSF CA. DA»rS— P. 0. Box 1 .�1 23'- 8" X 48'-6" MODULAR BUILDING ew 30207 G't(wrD sr -- _ - SHEET , s NYE, , GOGA _. . _ - m F'111)r�E 404 - a8�- 1aT __ ___ . SECTION TNRU BUILDING Q t ►,,� O _ REV- GRID Df SCRIPTt( 1 DA fE flr nr v �:rl'�q _ fir �� r' h I'"'1 _... . .._.. __ _ DATf 8� t t -- - / - ..-.. r„r ..•MMVI •.MY••••: •..uIFR 1lwM.IHnw"1.IMAM V11-1 -- ( ' � I I I I I I I II � 1 I I1 ' I C I ' I1 I II •I I I I _I I I 1 I I I I i I I 1 I I i I I I l-- •.Ilr ' ' t /1 i 2 3 4 5 6 9 9 110 12 ' NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTI(A --IT IS DUE TO THE QUALITY OF THE ORIGINAL I DRAM ING. - ------ - - --- -- _ OE 82 92 a 92 52 tz Ez zZ IZ 011Z of 91 j 91 sl bl EI z I1I 01 6 9 L 9 r'e••-•� Ib a 12 11"rr•' - 1lIIIIIII1UIIuuIunllnllnnlnuimtU111I111111111�1UtIluml�ftlntlifllrinnlN11i111111t41I1111I1111�1IIIIIIIIIIIiIIUIIiIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIINIIIIIIIIIIIIIIILIIIIIIIIIlII11!'' '!�IIIII�OIIIIIIIIInII1111I111lIIIIIIIWIWIillll11111�111111111i111111111IIIIIIIWIll11I .Nlb FEBRUARY 28 19 92 � ' , '��+-•..r_ -_. _r... .__-_______.__«___ -..- +r- -..-._..,-.-_ __ .._ r--_- __-.__.__--_ _ _r_-__ _ -_.-____ _ ___._._______-__-._-_ -______..r.___r__r___.r-r-_._.r r____R- __..._.._-_.___--_-_-_—____.__ __- .__-.___.- __�.- r •.�,a*. •j�ya:�x, L.ASHITR Y t00 A►4 ,d� ,x SALES r-100 a HAIr-10' * rt (COOLER � 8T + N OW �. U TI I LY RO(M 1' 10' c a UTTLIT7 CLo%T 1' IT I 'EFM 1) ',U4'EN(19 (111NG 4W1 E1T 2' 0' 4'-0' >t 1/1' THU G'fPf+W BOARD PAMILS M11N A 2-A VASM y 'NiY1 LAMNATE ON ROM 50 'al SUNF ACE 9URNINc QtARAC"TI NIS X( PEA ASTM (84, 'ra 1' I L Atli SM AD = 5 SAAF (IE VFI OPf n - 0 C1 ASS 'A' M01hG MATERIK rUI OR 'M+11T 1) SMNSO ,Y`FFV SIIAIi F* P14 FINISHED 04TV METAL GRD NTH MAIN IUS AT 1'-Of' O.C. AND CROSS TE E S SHAU Elf INS I Alli D A T 4-n' 0 C PERPF NOV" TO MAIN TE F S. M Sl WP"TS 9*1 BE # 12 GIA GkVAMND AIWAIID Alf FLIED TO WW FEES AND RN STTi1JCC1tft MI W RS AT 4'-(f QC HAD" SPA nK 4) IIGN( fU(IUNfS SHpI 9f 1+5+iia„ in IETN ;,k1G SYSTEM 4{TH OIf 1/'� 1riA1[TE1R � R1VE1 AT EACH (URNI k, EACH C"k OF LIGHT FUTURE U*t 9E 9"R IiD P" ROOF SIRKILIliAI NTH 11112 CA. GALVANIZED AIrNF:A1f.D NRS w WAL SEA ) 4F TAI �INN; SHALL HAVE PRf-F tV%D WASHABLE SURF ACE. t 1 SIMAIII RURNNN; 011WACTEkiSIICS PEW ASI11 E84; ILAAIF W-, AO = 0 TO 25 CIASS •A' MIQLING MAI ' I ! COLOR CWF GRAY "+• - __- . =- - _ - _- _ - _ - __ - _ - - _ _ __--- _ - _�. _- -- ) •(1V (flI NG PAI SHALL 11 FII IINtO TO ADIA�CEN1 WALLIS NTH SHEET MiTAL SCAfwS AND/0111 .r - - _. - - - - -______ -.--- T_ 1�►--�-�_ - • -- -----_.._- __- __-- .____-- �>�-->�_ 1 1/A' IJIAM(TER HIiND RINL IS Cf 26 CP?S -- - - PS�,LB CP24 1 73 7-0' 4'-0" RECESSED lxM1 FXW �I ------ ___ — --{------ --�--- - _.___ —. ____---- I — -----_.__ —_ ___--�• _—.— -- �— Y • 'I I 1'-0' r 4'-0" IiEC>E.SSfA U6HT Rx11� •.. I I U'?I I I ® OPUSER I 1+-- 0rE TT1f Al) It Ul�IA TE D I I - �� ._..___. .:. _:-. .�-:"�:��_`1_- - -- -- - S�PLr AIR CICANETTE MERc31AMrl-R I ~ 1,'1 � ► j © NERO AIR Mg I Cp11 1 / 1ECESSED 001111 1.017 VV - 4 --+ +4 L <- II 1. A I L - _ - - - -- I� San T (3'1t \ I , CP23 - -- — - -- -- ----- M r _ _. _ _-. .. _ --_•__. r __-__ I ` I f 1 l I —�-- 1 r' 2 - 1 2110 '• ,. - --- ----- -- - - - ___ - - - ___�_._.- - - _- - - - -- --- __ _- __. - - _ __ — --- -- I ��Eo PROS M,.;� 10,614 F��° � } 1 OREGON b .�.� - ----.-- _-..__- / - __ _�.__ _.- _�. _ • __� _ _ s_ac�e+c.•eas_ _zar _._saeae�� +,aa�ns�r-ire .- - - - -- � 1 i MAR cooe {,r w RRR ,. ► B. P . OIL COMPANY I ' � � >� 1 L'" :L' II, _ _. ._ . _ _ ' .��'� _ �� 1�� • -- - _. . - - ___- ' n ' 'I...--_11 �°'- RETAIL MARKETING' J > f ,�• `'AIL s• 11'-5. I DESIGNRING AND ENGINEERING t .. . a 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 •�r~ • RE.�LE_� , � �� MADISON INDUSTRIES.) INC. OF GEORGIA ,I t'l, };H'-1'-(1. P.O. BOX 131 r+, 711 : t CONYERS, GEORGIA 30207 , PHONE : 404-483-4401 LOCATION JIB w PRI FI( >f• wAuNur TiE��FKb, 23'-- 8" x 48'---6" R.N. MODULAR BUILDING .I REFLECTED CEIUNG PLAN DWG.: S--i0 710- 1152-T-2C REV.: 0 9CALE: 318 1'-0 DRANK BY • Clap M Sr. 4 DATE: I ofou By. REVISM DATE. 7�r % PERMIT N0 . BUP910074 42 OF 5" mwom f 1 III�IIIIIIEIIIIIIIIIIII�InE1�IIII1111111IIEIIIItIl11Il11I1111'111I1�1I11)Jill�IIIIIII,111III IIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIII11111III111IIIIIIIIIRIIIIIII111I1111111I1111111 I _ 2 3 4 5 to - 7 8 9 110 I I 12 - - NOTE: IF THIS M ICROF I IMED - — DRAWING IS LESS CLEAR THAN THIS NOT10E,'I1 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 BZ L? 92 S2 012 E2 22 12 02 61 c I L 1 91 - SI - *1 EI 2! 11 01 6 9 L 9 S —b- EI-- 7. I alris. 1�(IIIIIIIIInIullluulnulnnlnu11I1FI1111411I1;ia,;nllnitltnn11111111111111I11iIlIvIIIIIIIIItIINIIIIIItllllll:U!I11l1h11111111III IIIII�IIIIIII I l II11111111111111III11I111lIIIIIIIIIIIIIIIIIIIIIIUIIIW�UIIIuulunllullllulllllllE1111llulill)IIlIli1111LltIlIIIIIIIIIIIIIIlWI11H 1 FEBRUAFY 28 1999- `` �.r� i• t •< J + •k- M 04 4 3' DIA. P.V.C. DRAIN au ,. LASHIN4FEIL F G ' DC2 CID DECK CAP +' 4F4 RADIUS FLASF4INZ G 00 0c 4t I OF I i • 4z1 co i L'I D C cx 1 t- I -_f L•' DECK CAP 16 "� T 4FI 4z1 Cac CD ac I L7 �� + I Z LY- - - - ---CAP-SHEET 5F- D1 �: - - F IEL D DECK 5FD1 TO NT COVER -� 1�LlZ_L r.I.ALL. � GUT 1' R JOI _ �, 4z1 � � D _— - -- - --- - - -"- -- - -- - - - — ...__ _ _- --- -- - -- - --- ------ - --- 0 I 0 ` z1 I 4 9=74 10 a' co FLASHIN(;DECK CAP ckc cx 4F 1 Cie Imf- 4z1 DCI 01) cx LA 1L.J - -- -- ----- -- -- - --- _ _ '- __ -_ -_ — - -- -- 4 ~ 1 01-1 c� rsr_ RADIUS�FLASHING _ ----- - - _ - --'" - - - ------- -�_.__ .T-.- --- � —..__.,..�__.._--•- - - -- - ---- ._r.______.--- -- ---___._-- - --- -.-.� t�� DECD: CAP4F 4 C 4z1 � ro co DL 2 cx FLASHING 4F EIR ' 4 7` 6' U/U F-JIUF- I-NAME- 3' DIA. P.V.C. DRAIN 4 7 l0' ROOFS DECK BUILDING 4' I/4' 1 CLEAR SEALANT �- BF3 — - R00E- FRAME CLO` f1F F ENf! OF ROOF PANELS "'- aF 4 AND MAKE WATERT9i1 N 3 / 8 " - 1 , _ pp -' -- L-__- _ � V11H I�.AVY ME1;11C �'- OF Al Ui1tNUM COMPOSITE - 4 D C 2 4 R D 2, 4 R D;4 PANELS - COLOR SILVER • f • 3- FBG. INSULAITION 3Z3 ill C 1 i P 1 o, PPL. FIN, w t 4 I 1 L 4FA1 � s CID h ,� , /'ter N 2HP1 END 4F`f I -� •* % ,I'ENVO CFlt ING ?' x 4' x 1/1� GYPSUM F'ANE.IS WITH WASHAPIE VINYL. FINISH AND MI 1AL GRtO 5U 'ENSI()rl SYr,FEM ;1YF ) 41-3 -� J GLASS 00 SASH SEE GLASS S(MULL MIEr* ROOF DECK �� io.ci� ; OREGON�O � •�� • SECTICIN -- A — GN��a ,� W", SECTION B 11111 W11L sun F?Ai:_i FIC f WALNi�T TT1C AP-bi Lk 116-8P—13 � ....�..._._�. �A�.�......��... MAN NAM vy ! B. P. OIL, COMPANY MADISON INDUSTRIES INC'. OF GA. S -// P. v pox 131 — 23 —8 X 48 —6 MODULAE BUILDING ' CONYf RS GFORrFA 30207 ROOF PLAN REV. ORiO DESCRIPTION - —� — - ---UAIE- BY RfY -- GRIP - -'- DESCRIPTION - -- _ PA IE AY - 17 - PHONE - 404- 4R3 -.. 4401 n"TE / 2- ZC -,. i I �• I I I I I� I I`�� ( � �. _ „�.r i_ ._ " `� � Ill 1II .I _..IIIIi1IIIIIII.. I I I I I I I l ` I IIA�IIIIIIIIII�IIIIIIIIIIII�II111111�111�111111�11��Ill�III� / ItIIIIlII11111IIFl�lllili'11/1I'I�FIIIIfIIF'III'IIFIIlIl111IfI�IIII�IIiIiIlI111l�IiFill a } NOTE: IF THIS MICROFILMED Z 3 4 5 6 7 8 0 10 I I -- 2 _. , DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE_ TO THF QUALITY OF THE ORIGINAL DRAWING. OE 6? 9Z 12 92 Sit I►2 f.2 22 1Z 02 61 e L! 91 SI bl EI 21 II 01 6 9 L 9 S b E 2 Imass" �NIIIIIIIIIIIIIIIIFIIIILIIIFIIIIIIIl111111111111ulrinti�lllf'It:�t�,��fhl►(dltlittillllllllillll1111111u1tnl�lulln�Ilnllllililllullul!!nllli��ulllnl;IlllllunllltllllUIIII11UIlIIIIlI111111161I1UlII�IIIllllllllllllllln�ll�lllllwllw�nuluul�lul�IL�ullllllllniu�Illlll FEBRUARY 28 19 92 `,4 f 4 ' �r . - - __ - --- ;,�• f ,• ,�o -ALUM MATERIAL w . 23'-8" �o ALUM. MATERIAL 30-0" 1/2 3'-4 7180 1 2 3'-4 7/8' 3r . 10 1/2" - 1 "- =j 1-7/8" /2„3'_ 3 1 8" - / r 3'- 3 3/4' J 1/ " .T',3 3/4" 1 2" 3'--3 3�4" 1/2"3'.3 3/4"- 1/?" 3 -3 3/4" 1/2" 3'- 3 3 '4" " S-3 .�/4" " 3' -3 3/4" 1'�1" -- 2. / 1/2 1 1 1 1 1 2 / 1/2 1 /? 1/2 .. 1/2" 1120 2" 1/2" 1/2w 1/2" 11120 1/2" 3'-61 2" 3'-61 2" 3'-b" 3'-6112 0 3'-61 2" 3'-61 2" 1'4' , i I MOCK. LINE I I _ ---- -- 81`3 BF2 8r2 812 8F2 81`4 BF5 BF5 I ki. '-- '- dRPI 6AP9 6AP10 6AP13 6Af i l 6A1'11 - 9Rf 1 ' ' ra 9RP1 6AP14 6AP14 6AP1 5AP2 6AP14 6AP19 9RP1 i i 4 7SA1R 7SA1L IAf'4 IAF1 lAf? 1AP1 IAP, 7AP2 14,,, 9RP3L � 9RF'3R I I IAP12 7AP8 IAP11ry 7AP10 7AP7 7AP9 F S13 r S13 Ir S93 c� w 8RP2 6AP6 6AP5 6AP4 6AP2 f X 8AT12 3Al2 8AT10 8AT10 8AT10 8A1138AT13 8A T4 8 AT \8AT13 5 8AT 6 8A T7 IOD. UNE- ^J ^ f �; 1 ? la 1/4 1'_ 5'-.2 5/8- 3' -9" _ 3'-1 3 8" i' 10 J/4 3'_4 1/4* 1'-3" ;'-4 1/4" 1'-1 111' 4'�3, 0- 5 ll�• 112' 1- - - ---r--_ _ — _1--- --- . 1/1r. 1/2w 1/2w 112' 6'_-t0 3/4" _LLQ' 11_1 Z--- -___ - - --- - - — 23'-8" -°/o ALUM. MA II RIAI. -__-------- 1/2" 112" 112w 112" 112" 1/2- 3 1/? w r w w ww � r _ 3 -Ow 2'-10 3/4 t 2'-10 3/4 2 -10 1 2 2--10 7 8 2'-10 3 4 2'-10 � 3 -0 X100 UNE `- II n n 6174 817 2 8172 _ ---- _ 81`2 8172 8F3 8171 8F1 •� - --- - -------- ---------------- -- ---— --- _ __ — _ _---_...r._—. __ 8173 8173 / 6AP11 6AP13 6AP10 finf 1) 6AP9 8RP1 � , SP1 6AP7 6AP7 6AP15 6AP8 6AP7 6AP16 SP1 9RP2 7AP13 7AP2 7AP2 7AP2 7AP2 7AP2 7AP2 7AP`� r 9RP3L 9RP3R � • _, MOD. LINE '• iv °n o 'v, r8 1' 4 1/1 2' 0.1/2 , L) 1 f,,^f 4 6AF2 6AP6 6AP5 8RP2 •, 8RP2 6AP1 s W4 6AP1 6AP17 W2 _ _- --- IL-_—___ ___ _-- _ __. '`. SAPS 5AP3 c NL- ----- ---- _. _ 1 SAT12 8AT1 SA71 / SAT12 8AT13 8AT10 -sA110 �. f �-8ATIO 8AT2 8AT12 I. n n n _ n n _— _ ^ _ n �t1 ^ 5 1/4' 3'--0- 5 1 4 112' c�c t14 r �" n n r w w r � - y O , , 1 1 (� 1( + f, 1, 4 3 11 1/2 6'--10 3/4 3-� �REG01,9� MAS. EXTERIOR WALL LAYOUT T PERMIT NO . BUP910( 3/6' V-00 , r Ffl�_I �=�L � IniAl_I'�� > > , �l��l�'f�r ��' LOCATIZ� HAND DRAM fY _ B. P. OIL COMPANY MADISON INDUSTRIES ENC. OF OA. 1A� 231-8" x 48'-6" MODULAR BUILDING P. O. BOX 1 .31 �� T r. CONYERS, GEOPPA 30207 "' EXTERIOR WALL PLAN •`-,� '`' RSV. CRIO DESCRIP ON .— -- unTF By F Ev GplCl - DESCRIPII(k4 — OA fl _RY - 11 PHONE - 404 - 483-4401 onR r ' y - _ .._._.._..-.__' M- i 1 +- hili►-.. •,. ,..�. .1 = _... ...-. _+'i+...IL.-.__ __ -""^`« ' 7 ,.T•-... - - r - -..u- _ ..._ .. .- - -.. I _ 4 Illi IIIIIII 111Iij1 111Ij1 1111111 1111111 IllI111 111II�Ir140 1111,1 11.11111 1111111 illlllr (I1 111 !II (11 IIIIIII IIIIIII Illllltli illl�ll Iilill ilileli illlfl! IIIIIII ilil�li �I11�11 � f 1 !I 2 3 4 5 6 7 8 9 10 I I 12 - NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, -TT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE F2 82 LZ 9Z SZ 1r2 E2 72 12 0� �1 _ X11 L! 91 SI t,I -i ?I 11 01 8 9 L 9 S b E 2 I 1 I--J�►- ItI1111111111Iif1111111un11111In1111111I11111u11I1Ig1t1lt�litily� tnt�1u1�111H11�tIIt111HItlu1Il11IH1IIII�I�IIIIIll All IIIll 11111fill 1 IIIIIIIII�IIIIIuIIIIIIlIII11IIIIlIIIIIIIIIIIIiIIIIIIIIWIIIIIIIIItlIl1l111U1InnllilllllllllWlHWNIIIIII�IIIIliNIll.11I)It1IIIIlI1WI1111 FEBRUARY ` 28 1992 ori �'t•i 'sYR,;i�.' i a L � It .' ��„ f�•� �„ ��"o. .y A R R. DOOR ANI FRAME PAINT SH. LIGHT GREY f ' 4 INSIDE ONLY PRE-FIN. DARK GREY PAINT SHELL DARK GREY • OUTSIDE ONLY ALUCOBOND /10 PAN HEAP F..,,.� S.M. SCREWS T' SECTION19HS1 (2 REQ'D)— • SCALE.- 1 2" = 1'-0" 1111 ANGLE f» . / PAINT SHLLL LIGHT GREY 7111 -- • ON INSIDE ONLY �� + #10 x 1/4 HEX HEADS •} I - I , r) � T. PAINT SHELL DARK j GREY OUTSIDE --- ' ---- ` I t 4t ALUCOBOND F'NI RADIUS PANEL I PRE-FIN DARK GREY } �« SHEI l x 1 ANGLE — 110 PAN HEAD ; S.M. SCREWS \ ►. .....--- -- 19HS1 (2 Rf U'D) SONECI POP RIV11S (MINIMOM) SCALE. 1 1 - #10 x 1/4" Hf,X HEADS I ' i SILVER� � ALUCOBOND \ 1 PANEL SILVER POP REIAI1 (MIN AMT) ALUCOBOND PANEL RADIUS PANEL 1' _ _ • C)�_C f I 0 N ALUM. GRILL - -- 2 x 1 ANGLF_ SCALE 1 1/2" = 1'-0 f I SECTION _ 4 SCALE: 1 1/2" = 1'--0" 1 ALUM. DOOR k FRAME 050 CLEAR ANDD- ALUM . STEEL WALT. 19RP3 RA I SILVER 4" 4• � —� -- - ` . ALUCOBOND PN L. 4. 1 t. 1 .3/4 SILVER ALUCOBOND PNL S- 1/2 d` • 'S I ��,p Pit SECTION �� ,��INFf,�`�-o 10,614 1< f V-4 - SCALE: 1 1/2' — ��—o~ GON 13 ` , ORE a , �.. 1 o RM fu Nw 90) IAF: M, 1A� 11('7/1 pp 1 1 PERMIT N':! �:''1c_.II ��_. � ��A ?'v ; � � � !- i _ �t.��/Jt� !� �,.� '� .y� .• LOCATION HANO o„��, ., B. P. OIL COMPANY •,� � , � v i MADISON INDUSTRIES INC. OF GA. DA R S — .A23 -� X 48'-6" MODULAR BUILDING -z-- P. 0. BOX 131 !� Y '• C4NYERS, GF ORG{n 30207 09°x° - CORNER SEC110hS °` " ��_ �y io REV. DESCRIPTION DINE BY REV GRID DESCRiriic V - DArE — BY 1.2 F'I LONE -- 404- 483--4401 DAr: � e ar .mu..M' �`. , .. ; ....��.- - "w flit ^-'r'rr�y.,►, -��'+Oi•..+ I11II ��" •. - _� -. �. L ^... __ .._- _. _ _.. � 1 III of III I117, I 1 Ili 1 IIi I11� tlIXItIt I I I I I � 1 1 I . ,I , {t 2 3 4 5 6 7 8 9 10 NOTE: IF THIS MICROFILMED -- DRAWING IS LESS CLEAR THAN THIS NOTICE, -IT IS DUE TO - THE QUALITY OF THE ORIGINAL � 1 DRAWING. (Oft 62 92 LZ 9? SZ tiZ CZ ZZ 1? OZ 61 of L1 91 SI t,I E1 21 11 01 6 9 L 9 S'.-.,�1 IF EII------ Z 1 1111111I1IIIIIIitIIIIIIIII IIII111111I11fi1111III III IIIIII itIdIIIIIFIIIIIIIII1111hull,look{III,it IIIINII1t1111u11ulUfWn111{111lillltfilll�It111111I1NlIlWIt�II FEB RUARY 1992 2 $ r ~27 GA. GALVANIZED STEL ROOF PANELS h 22 GA GALVANIZED STEEL GUTTER L; NTH NAE STRAINERS AT OU RE TS WITH 3 HKAI•IIIE.RLOlxI1G STANDMIG GAI.VANIZED STEEL FLA9NNING- Sf MIS A 1 16 0-C FASTEN TO ROOF S TRUr MROOF FRAI NG 2-L A ARS Of T 112- F1IERaASS , i .., 18 CA GALVAIti11ZED STEEL FASCIAFIIRLINS MIH f 14 x 1 1/1' M 'AB' SEE ROt1F FRAAG PLAN NSULATION WITH VINYL VAPOR BARRIER CLOSE OFT END OF RM PAf1S ''"`• AND GUTTER SUPPORTS AT 48.00 -��'- - FAS ITNERS MATH NEOP'RM 051M TMA TOTAL R VALUF R-•22 AND MAKE WATERTIGHT, 8 PER PANEL AT 9A' MA)MIM SPACING moor 1 91 1 .� d{ �4 AfTJi�M CpF061TE-� ;.; 7NMR ALI»INRAI ClTT wx _ �+ PALLS - C'L>lpt STIV[A PAKLS - Cadt SLYER •t 11 � If • y - --- -S1.ISPENDED CEILMNG SL15PfNOED CEINNG 12 GA. GAL.VAN IND ANNEALED SUPPORT OR AT 48'OC, MAK. i I 20 GA. STEEL WALL PANELS ?' r 1' r 1/7' Gr1'SXJM PAW IS S 1' r 1 x 1/1 GYPSUM PANELS SPACING TWA , ►art WASHABLE VINn AND ` i', 3•I P.Y.C. ROOF ORM!—+� NTH 31/2• F-11 FIBERGLASS MM WASIIAAIf VIN1rL fAVI'�Ii AND MTI1H FINISH (TWA) 1 (( NSLEAl10N AND VAPOR BARRIER METAL GRID aMNSKIN SYSTEM (1YP ) MEIAL GRD SUSPENSION SYSTEM (TV.) ALUTIR W COINOSITE-••.!( 3',�. ' RADIUS CORNER PANEL II . SILO I GLASS AND WCOIAR - S -- +�, z �'• ,�. .. SEE GLASS SCHEDULE =� 20 GA. STEEL WALL PANELS - ALUMrMAIr COMTE P ' ANELS - COMPOSE COLOR 1PACS' wTH 3 1r2' R-II FIBERGLASS P - COLOR SILVER PANELS - II Si l.�V E R�• INSULATION AND VAPOR BARRIER ALUiNI1M C(Y1P09TE II 4' VINYL BASE COVE I I 40 VINYL BASE COVECOMIPOS BASE TR14 - COLOR 3 1/2' CONCRf TE FLOUR YAH OVER R' Y P,' r 1/4' CERAMIC . 8' r 8' r 1/4• CE.RAYIC D I �k M - cot R t UARK CRAY 72 GA TYPE 'f' STEEL DECKING r]MR IN1 FLOOR TILE BASEDARK GRAY TOP OF CONCRETE FLOOR - -- - 14 fi ,t ---T r----• W8 x IO STLO FLOOR i STIKIURAL FLOOR FRAYING WALL LK JOISTS AT 4' -6' MA>20 SEE F100R FRMNNG PLAN TACFS. l 4. 4• 17'-5' Unl11Y ROOM 3 -10• SALES AREA LONGITUDINAL SECTION SCALE 1/P' = V-or $-7 21 GA• GALVANIZED STEEL ROOF PANEI.S - -- 2-LAYERS OF 3 1/2• FIBERGLASS FIELD INSTALL IN;I,ILATION N1 GALVANIZED Y HIGH NIERLOCIONC STANDW, INSIRATION MOTH VINYL VAPOR BARRIER WEIAL ROOF PANEL AT WOOlt1.E LINE ANIS AT 16' O.C. FASTEN TO ROOF TOTAL R VALUE = R-22 Pl!f$1lIS H1H 111 x 1 1/2" LUPE 'AB' STRLICIURAL, ROLIf fRAMING GALVANIZED STEEL F1 ASI#NG- - IY10 CLEAR AN(07E0 h FASTENERS NTH NEOP" WASIERS, TOD SEE ROOF FRAWNG F1 AN Al LW" FLASIr1NG PER PANC1 AT 9'-6' MA)OYl1Y SPACING ._ n f Tuu," - -- - �% PROP ALLIM"AI CpMIPOSITE ✓' �'`� P44US - COLOR SILVER ✓�OREGON�o far NONE="pm l, 2' x 2' r 112' GYP" PANELS B. P. OIL COMPANY NTH WASHABLE VINn FINISH AND MEIAL W SUSPER90N SYSTEM (TYP) RETAIL MARKETING 0 ASS ANU ;A:11 --- .__.., .., � . SEL pA:S 50Iflxnf DESIGN AND ENGINEERING :ax 200 PUBILX SQUARE CLEVELAND, OHIO 44114 r ell �~ MADISON INDUSTRIES INC. OF GEORGIA AN.Uir" COINP09TE 20 GA, STEEL WALJ_ PANE I P.O. BOX 131 PNEL,S - COLOR SILVER MATH 3112- R-11 1`19TR(X-ASS CONYERS, GEORGIA 30207 INSULATO ANSI VAPOR BARK N PHONE : 404-483-4401 4' M'I RA1 COVE - �"' LOCATION JOB N0. 80 r 8' r 1/4• CERAMIC .� PA D P I L IF WALNUT- T16AV U, iOr_ A)—&P-13 FLOOR TILE BASE a CRAY- Capt -FNN1S1E0 F100R � — 23 8 x 48 —6 R.H. MODULAR BUILDING E FINISHFD WAIL LINE TYPICAL SECTIONS STRIICII.IRAI FLOOR FRAMING--/' f SEF FLOW FRAMING PLAN LI s't ►� WE NAMIL' 107 4 23' 0' SALES AREA 1' DWG- : S 7M- 1152-SD-2 0 ` SCALE: 1/7r - 1'-0' DRAM BY CIAM Sr. �+ DATE: LCHEMO RE'+ASIM DATE iftam Mo (2� y' �y ,y XAE 1 I'-Ir -7) PERMIT NO . BUP910074 � ;y If 4 r, r'I;l • A {, •,.,. a ... Z_'^'+,� "- :. - �:�'.- I� .. . ._-.__r�-._w�...--��.h.... ..t.. i ',. -,1� - r... ^�•IDi.�'-' ,. 4 _ _ n. ain.rti-!rY •+e.; _. .. - ,. .. .. I III III11111T, • I { I 1 1111 111111r 111)1(1 SII r 111 III III II TTI II 111 III III rT III III 111 LTL III III 111 111 111 111 111 111 111 fl1 111 111 111 11► 11y 111 1 1 111' 1 i 1 .I i � { 1 1 1 1 1 1 1 1 1 1 .I� 1 ( 1 1 1 � 1 2 3 4 5 5 7 9 9 10 II 12 NOTE: IF THIS MICROFILMED ( ! •••••••� ___...�___�s� _�—. — --_. --.,,� _ DRAWING IS LESS CLEAR THAN THIS NOTICE,--IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 9Z LZ 92 SZ 1Z EZ ZZ IZ OZ 61 01 L1 91 SI bl EI 91 II 01 6 9 1 9 S b E Z I"•L" �,,./'� 1r111111111111U11111111u11111111111,IIII�INIIN111111N�igt�llttlgMlt111ltuil•1l1111111N11III111lu1�rLrillurllL�LI1u11LIl11LLLL111111,11111n11u1111nII1111�L1uluulnu�rn11u111ur11uullrulrlulrTJ.�Rr111111111111111LIu1LIurrIIw�LWnuluu!11u�T111�1!IllnrrlL1,11lwlNn, FEBRUARY 28 1992 :ukrr � •,1 f • mm am a ma•ll 1. i ti i r I ` �, ,• '48 0 r. SlE f L BUILDING 7 37 , ti •Ir. w •2 6• II 1( ■ ■ 3 - 2'..g• -8 3/4" ?. J 6 _ 71 2 ' -$ 3/4" 3" 9' -4 3 1' 11 3 3" 3. y" '4v C4X5.4 ' - 53/4--- 3'-0 3/4 f 6 ANIE l S 0 1 -a - 8'-Os 1 4 5 PANELS 0 I'-40= 6'--8 1 -3 5 PANELS 0 1 -4 = 6'-8- 1'-7' C8 x t1.5 i I'p�'1 1 1�fi J Af3V 1kI 13r-1w COUiTR •';, Q �/ �_ _ iHP8, iIIP8o APV. _) L 1111 4. IHF'4 1Hf'S 1HP5a ARV . SECTION " A- A" •• �L �Z 5 PANELS 0 2'-7 3/8'= 13'-1' I i +r / ,P �• ► 1P38 BLL. 8!QV 1P20 EEL. - K13 IP'11 -- - - -- 11131 iP34 IP31 11'31 1P35 1P14 IP10 — - -'- -- 1P10 1P32 IP25 Cp ', ... . - _ - - _ OQr • _ - - LL - _� r - __-__-_r L ___f__ all ul _� , f f t FP m CP20 — N► v o, - s; ao �° v v a- icr 2 T 4 C a. 2T.� .► , 1. FIF6 ABV. CP16 ABV. - r3('12 ao I I 2 L • . IN I FP5 Rf L. CPI 7 EjEI � `� C n_ �.' a r � I` �-,� cr n I — ilp9 Q12 2T3 1 Int ,�FP3 I f 3 - _ .,E ; C_t V-2 u{{ w 1' 10' 5 F'ANLLS 0 1' a'- b.-8' ? 1"± o i CP18 CF 18 r� z U 4w 9 } ; ,�_ { ._ 2S I L 7 ?jr I F, I �� a a. I L 3 l l 1 - 11 1 I ``' J° — • 11 1,f 16 w I C 6 a _ - r• 11 1/4'"� cL en ix: I a !IPI 1PIu r I _ �o !. 2BC3 0 . 1 1 41 $ I J '✓ I L � ` ZBt,2 • � v. �' -- � �~ ter, a. °` ?HC? ?M5 _ `„_ ro n z m _ a o 1 CPIS Tn I N I 1P2_ 1P1 - - - 1P1 ao ___..�_ ZS J 2 T 5 �„ �� 1 L 2 1 1 1 r., I I, 0 00 �\ ��b PANELS • 1'-4• 8'-0 t w >. 0 2T5 - 1/8' UTA PUP RIVE.T 0 �� _t V) <: 41 �., 7001 12+ 9'--5• a _-i _ 2Pc.4 ' I PANELS 1 1 3/4" 4' I I �;, r - 6 `----3 a " 2NC4 ao �' �, N 1r- + _ - N $T4 c�50 CLEAR 1P5 1NP3 IP4 2WI �2 / I � . ANDD. ALUM a I �. -- - a _^ i r 1 3 4" ALUM. DOOR � ,, be FRAME -� �' 11 10 28C1 1111 + 471 mapQ �� ,� �— 2P1 �:� 2Hc4 — 2ec1 < 2Xi R cr- co '" j CP14 -� - CONCRETE FLOOR • m - _ 1 foo f1 $ UTA. POP 3C11 ""13- 13",n 1 . . e T / _ / 1'' CP8 CP4R 1 • I 2 3 l RIVE 1S --/ r �`' CP7 Z.TI co ISECTION } , _ �- , •� -- -- PRF-FIN SILVER—` - M o° ON mh r 3 -� ~' cz) ` as !�� +^� c. P y �G I 8, - 4 .r - 2T3 ALUM, COMP. PANE,- ` 2BA1 i ;:, T 2T4 ��.� y� __ P , :,'' .' 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MODULAR BUILDIi�G � - - - - - - --- - - -- - - _ - _ _ _. _._. wAll PANES LAY-OUT t ' ILI t DWU,: �is 7M - 1 152-SD- �6 REV.: 0 4 . x I SCALE-, 3 8 = 1'-0 DRAW 8Y W�.LL PANhIj DATE: Cid BY. FU NAME: B0304 ` PERMIT NO . PUP910074 Lwa awe _T NMI* t - .,....,; .,i,•.,w„_ •w.r••wr aw -•r^.r-- `.f'�1"l�` ,�'1l�,- _ t 4 .. �-w e.,,, -•—•.ww. ..._:...:. 1 1 I ') [... f_..�{11, ►1 t 1 I[ 1 I 1 I j I I t T t i f r 111 t�! `)1 1�'1 1 j l 1{1 I(1 i� (11 (I 1 I 1 t I, .,, . ,,.• ,,,,w•,ea :.,r- • �� 4 t tYlt �•It III Ilf Ilf IIS ►� ! ` i I 1 I r I ` I 1I111Iif11111�II1I111�111�111�111111111{III{iIIIIII lilt IIII[t�[[III[1�111i1[I111111itlllI ! NOTE: IF THIS MICROFILMED . 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F"Y N Ca OR IAM STAINLESS STEFl O GOOIER TAN COLI O15ft1/60) 1 B.M.C. �4 CSI A Tf - v I v 0 i COWR Pi A II W A TID 0 0IM1 IE CEP TCALE S NOTED ON PI ANS SKkt fE OUNCE N COLCR 9IN y CfIl1NG YTD A ' I� MASTER STATMU4 • , P i F; CD JN; I PHOENIX PACKAGED A C. Mt REFRIGERATION UNIT (205/10/W) 1 8 Mi C. 'ETA TAP-IIIc O Sf1ECK i Of AHEAD \, 1i I I m18� w� -- �: -- - -" I (X�O1110NG COMx1C1�OR C01[CTfL' TO RECfD1ACiE AND EOU•'1[JIT 6A0111pIG BAR N EIECTRICAI O G 1, BEC IS TO MOUNT U IILITY PAWL Of ,M�TCN n 1, A t _ +41r I r�IOSET WALL 'HEATER UP 48' S) AEI MOTORS SIIAII MRLOAD PROR,,N(N; DPS1L KCT S9104S FOR MOM. 9W1 ff 146>itSETW .�.. _ J FREFIER FINN COIL (f{S/10/60) 1 B.M.C. BMG _ .-.___ - - ._ -__- _--- _ ,A. ,____-_... ._-_ _ -- _ -- -- _ --- -- - -" -K- ABOVE 114E FIPMSiHED FLOOR Fp RAND ., � u.c 1` k �fi '1 �' _ I A+7.4 i 6) FLU(XtESaN1 Ilar FIXIU1fS NSiAU D NOOOliS 9*1 HAVE MEI" PROTECTION N1EUM NTH B.M.C. EMERGENCY SHUIOfF C 76 / % - - SP1 CONDUIT WITH ►PULL WINE • (, EUTAST t� ROOF M4("IEO FREED:R CONDENSING UNIT (109!11150) BMC. A 20 I .I r �.� I I 1 FMX TUE s NS T AU LLD OUTDOORS SHALL fE ciW TAEII I FOR NS f All A 11014 N N I OR DAMP LOCA nONS BSE C MY 1C,N1M4G �CMITAC{U4+ ��i►' 9.� TO UTILITY P00m fly Bf.17 A-9 J}• -� -16.1 `= ) r A A 0 U 0A' A-8 I DO M a I 9) EtECTiiCJ11 PANEL90AAOS STHAII ff 511489 FSR USE AS $ERNq EAI'MENT. PAUL(ANG PORCELAIN LAMP HOIDER j 161., M1111 60 WAIT/ \ ( ( = I 9) CQOIAT PAISTIIG MIQKXI HALLS Of RE1RK,tRATEO RO(1115 S►'.+i). BE SEALED N ACCOFOAtK'I WITH O ([UIP, k McColl I tt'JU CAAh1P ON WNTF fA.`ARD 1 B.EC B.f.C, A 10 I �4l 1 A- 1 CDJII R SERWf O'J(1R WI M FRAME IX A TER (NO GL ASS) 1 B M.C. B MLC L L L L ( +4B L J NFC ARACIE .IOU-7 E 10) ki �pl(.TORS CROSSING MODULI LAE SKAU BE OEI411FTED A14p LAKUD FOR NOBSITE LXWCT104 O A I I I RY THE (INERAI l'.1)t1TRACKR `_7rf D(KJR HARDWARE SCHEDULF FOR ZDhCA11CNS If.L ' O ' 1 /�� /• � A 20 �i 1 U ( 11) t`ESIIlEi N REACH IN COOIf R/TREELER DUURS KITH FRAME' HEATERS AS REQU1iED N.Y.0 fi.M.C, •�;'� I / Via- �// �� N \ I I R tPORARr Etf C�% 1'(IM[N a< AW IAtEE VOLTAGE TAGS 410 AIPPERA(E St4Al1 BE APPS ED iO O SF 1 [" HART WARE SCHMA E FOR SPE CIFICA TIONS BLC /O A 5 / n 0 & lel t.'>>. A-22.24 ( 11J11LOW 4141111 AL1 EO1;HE141 AND I0PA.S 94AH BE OPERATED AND W MUG PROWN TO BE � UWAIE CONIP0 SEMI-RfCESSID WALL HEATER mA0150N < / . �. i- I Fl( R '■I NA 1 3 WINSON � RUE 01 (1F l � APO ,TE(EPTACLf S SNAIL IlE >E STEP AND PRV►iEN TO VE C>SRiiE.f. \ / A_1 A 1 j � _.-_...__._.._ _l - -- .- 6400 C�1 � f WA 20N-01 (ZKM� (?09/11/60! �_A AWCUC1t(.1ATRY P(R DISI04 MANS CFQWMIY 9441 IE iESMEG FOR CSCT MARTY APO Ui UINDIN _._418' - _ J --�� ,�,:�� .-,� \\ t� N I I I TO 60AlIF' WMA I MIL I&INJ U Jia (MA" ERECTOR) 1\�\ BACXLITHOUP [tCHARG104C R ( S1(O1 ` ilTI ) (El NTH f3A1TERY 1 61.:. B.E.C. _ _ V O V - " y p -- - I 0 I FUSFO W-Oir k 1 1) M IER SETTiI� allK ON FGUOATIOIN MAMON1 ERICIOR 'rWl INSTALL fF4REE (3) LIGHT FIXTURES rJ BACKUP At CHARGER, (COLOR-MiliF} (NO ftY05E0 CONULIIT) _.-.._ _.__-.- - -•-- A I W(OM l L t[, SE L IE TO (7I MG GTS ■1N ONE (1) 1/B'1 MO RIVE T A i LACH COFI10 OF '� APPIf ION VAPOR-TIGHT WCAKf SCENT LIGHT it is TUBE NTH � 41 ELL I _ A-11 _ _ 448 1 " �4 I __ --- __ 1 1 n CU, 1 06 W C'J2 B.E.C. B E.C► " T I © L __ ( IN 1 1/1*1 CUINEXm1 % J L L L L I ''r `� lIG11T Fb m 60 WATT BLAB, GLASS, k WIRE GUARD. L - +�• IMRI Ii(i()R iIi�11AI �� - � c All i p)( Atli+( nt I �i�ih l�IAtIA EIUFf ll(T�i ( -kAi CON41RAf.EOR} CR(SENT I CU30W 49' LONG s rW U tG H T MOON TED UNDER B i LAP COIPUIER J BOX • LLA' A! f NTH 1) GENERAL 00N►RACTOR `NAIi OBTAIN AL1. RFOW) WSTALLATC)IN PERNTS FROM LOCAL AUiH()tbif �> COUNTER %ITH ACRYLIC [TNS. (1)30TS-30 WATT LAMP, PLUG, 1 B.E.C. B.E.C. • J \ _. _ A-40,42+ 3/4'0 COMIIMT 10 J flail A140A MINK. AND MAIQ ARRANGf.1UI", fOR ANY WOUIRED i'SPEC110N5 III CORD. I By B E C Y., U N�t '� [ 1 �: 2) ffWRN CONTRACi(SR W111, IOUTF APD NATE All ElICWLAL COWCTw, THAT GROSS WWI � � DRESSER-WAYW PRODUCT CONTROL RELAY &)X OT14 RELAYS i - a \ / L A-34 Q i [ LAP CUPI TER RE(EP 1 ACLE 1 R A F f. BY 8 f LINES, AW IF APFUCABLE YAIL1: COMECTYXd5 TO RTXI MdUN 0 EOAWNT 90 FASCIA St(7NS C CON TAC f ' R OR R MA01S011 LRE C. e N " ''} 'y f / - _ A-26,18 I 3) Al MER R-OR IS INSTAIIf11 TO BU I/K ,LNERX (XV,(RACTfw SHALL COIKCI RAT-T 'ES h FWI N- 16 � (p� ,, iy 1-0 6AWC; CU CF�'C i;: TING AIC EJ1I 9RES �� D►sPENSFR ascoNNN�r.T 1 O.E.C. E.E.C. _IF rf4E AL 51441E tlEa141 1 ALL REQURED 5ERIACE E*nRANU. ,p,1P1L, _ A 1 C(M I TS, C,�IC TOkt,, ANE) W,1N004 AS ►+ OW1 1'O MEET L(ifill CODES hV,, CU►4JI1VXN . � N �/4'1CON(I+JI T 1 TR (p f tGHli POW!R ATO 12 TO 60AMP WMA ---� �__ ____._ _sal -- -- FUSED DISC♦WCL. 5) i EWRAL CONTRACTOR 514ALL FU144,ISH MTD NSTALl 06COWCYW WLANS FIXR All 00,11A: '.!C}IT1NG O 1OKW HEATSTRP MOH/11/60 2 B.M G �C ,•• -- - -- -- w P ANE L 'A' I I ( ANO SNITS N THIN '_�O f OF 301 IICH TiNG PAD SkX IT CON IROS ` 112"111 SEGUKIIY tiYS1FM C(ADUIT IROM PANDULT ARRA 6) GDERAI CONTRACTOR SHALL 1V lkR REOUIFLD SEALS N jTS11E FIISTALIED CGI0AT5 I.S ACCILItED LF" {i 11110TY ROOM CUING TO J BOX AP1)VF C1111NG IN SAIFS BYNFC ARTICLE 514 DISTRMT10M PARir 'r' ARI A PY P F C 1) AFTER NSTALIl4G ALL CUIDLM T)N2tXPU4 'r100R WASES iW N10rAIAR 8111.1X110, O M. CAN!TRAC- C'l OOOO/WLZE9 HO TEIP-RANRE AtAN1 MM PAEI TOR 94411. FILL FLOOR (AMSES 0TH CONCRETE AND iTNSH F1.00R AT CIHASE ARFAS N' VSAM PROOF 51 CHRI T Y ;rS IE M J Box will 112"0 (.11►Inull --PANEL 'R' 1) THE SERViCi ENTRAN(1 DUaMA `34005 IWNIMU M REOLIKKNT5, AS REAII'IJ BY TW 'MAO* !IC- 3'- 2' ARO'JE (HI ING 10 U PI I I Y ROOM [IT HI CGFl ORA,10 FAULT N1fWT _ . ..y 112' ' U' G C. �'�CTRtCAI- CHASE 1'-/ 1/2 3' TITICJII C«)E' SilE FOR SERVICi EKIRNICf CONOl1CIQt5 AND COtOUis MAY VARY, DO°E►011C Qr _ _ C. USE DUPLEX CONVE04DO RECEPTACLE IfNGTII Of Ct)tI(X1CTOiRS GENERAL CONTRACTOR S1HALl CALC11lATE VQiA(L DROP AND MAKE AD- t, ! JUSTYENTS AS REWIRED GENERAL C04TRACTOR SI II REU TO OW0 RMNISM SITE S%, C1W © SNP.[ C011VE1&W RECEPTACLE E LE_C T R I C A L C I_',I I�I N(; I I LA N PIANS FOR ALL Ri:QUIRFI) "DI SITE W-CTRICAI a SIPIIX MAU GREILIND RE(XPTALL - ORA011 M COLOR SCALE: 318- 1_U' � --- - - - - � D+JPIFX tSAJU1ED G�MO frECEFTACiF - OttA11GE M MA HVAC THE1111OSTAT r { AIPACITY DERATTNG FACTORS FOR MORE TIM TOTY CONEIUCTORS W AlKlU.1^_ �+ smf RAI SiTCN , >( lU 1 SUE TABLE 310-16 A PACITY DERATING fACTOkj MAXWUM LOAD � tElEFH1pE 112 AMID CU 15 AMPS X .50 125 HP'S � Y01OR 110 AMO, CU 35 AMPS X .50 17.5 AAPS [�l JJKT101 BOX I OAK CU 50 AMPS X 50 25 AAPS [}, HORSEWR RA11ED FUSED DISCONNECT - PJSE FIR EfA to 6 MEG. CU 65 AMPS I X .50 - _ 32.5 MPS Fl6:RCENCY SIU100U*I SMTCH GIN�F NOTE : COlIN1CTOR,S Off-'R MAN SHORT N ABOVE TABLE' SHALL NOT BE INSTALLED N MAN a�a�� HEATING ELOOT !� 10.614P NRENAY UNLESS DERATING f ACTOR OF .50 IS AMD TO OBTAIN CORRECT AIPACITY O nXAK OR EQUIPMENT - SLE SCHUXILE ' � • """`'' HOME RUN TO PANFI 90AiO Xw 41',1+E RLN M PANEL BOARD ■iN ISO.AND MIND1S MM)lE EX1441751 FAN 11EA COIL[lila 81 C 1NILDMG DiCWAl CONTR,;.0 4 - FURNS'PED BY NAM MM SM AJLG GUIDING iECIANICA 0(MiTRAM - FURINL9ED BY 940151011 NAISM &P.0 BW.DNG FLUMOM CQIiRACTOR -- FURO ED BY 11A09oNl i D)"AESi / GC 06MAl 010111 KKIR - F BY ODEA TAP-MMIC 000SENEa r>IatoPN►gNE B. P. OIL COMPANY FROM T CAINiTR CONWX BOX - --- MOUNT TO COU41E1t TOP i I RETAIL MARKETING WITH [SLAM (ONCY SHUT"N TAF-2T]SR FLUSH MOUINTEO MASTER SMTCH, OJTD00R UC44TW SMTCH, ,,. t STATION MOUNT N COUNTIERTOP k ITL AN(ED HOU.E FOR CARVA94 EWER- DESIGN AND ENGINEERING rrWY SHUMOwN SM TCM BY 0Fc 200 !PUBLIC SQUARE CARNASH FMIFRtE14CY SHUTDOWN SUTa+ ----- _.-- _ - _ BY r,c L0•' _ CLEVELAND. OHIO 44114 MADISON INOU-A- mi...) INC. OF GEORGIA ' I _ P.J. BOX 131 CONYERS, GEOR91A 30207 1-7 dry, PHONE : 404-483-4401 rr ' KIR21? SPEAKER 1111114 KSW J BOX 1 'I T FOR - - TM-200 .41ft1I`fR/TWR SU PLY - /2 .,gN�IA TELEPHON'4 FILMI MOUNTED IN EIIi WV MAIM STUN RIP 11' A-F.F BY BEC !101)!11 TO SWf MM BRACITT LOCATICIN � N0. PROvIIOE c'OnTxA T NPF,.I TNRr1t1cA I pc-eNc T wnl.l _ F�4L i FJ►L. W'A L�J�., ,:�FD, AO-BP-13 s 4 10 J HOx E M JP209 IH IN UTILITY TY RO(1N196 31 CAB[E 11(11 NR►stn M IM TCA . A (KF[R TU PLAN IUR LOCGITION) , if ' 23 - 8 x 48'- 6" R.N. MODULAR BUILDING f • fR4NT__�4.�J�1'ER 1NT�o1�/��t�_Q�T�II, �;y�,�,` ELECTRICAL PLAN { is NTS 120-208V/30 ELECTRICAL 1 , DWS`. : E- 1 7��1 - 1152-SD- 2 � REV.: 0 , N• SCJ►LE: 318' - 1'-0• DRAWN BY : GLROM Sr. a DATE: CHEOU BY. y •}; i REVISIONS DATE DM�1 CKD F'ERMIT NC . BUP910074 49 OF 51 L,, a r 1 JMN oV! IVllrti•r,q� � � I � ', •. i_� 11 � 11�.. III IFI III 1 I I 1 '4 1. 1 �I 1 I ( 111• I 1 I_I-i^I 1 ( I� I t 1 'F I I i T ! I I I 111 III III Fir III III 111 1�1 111 HIH HII IfI IfI III NIH LiN TILL I'IH HfI III IIiIII► 11► 1► I l E' fll _)' E LFII ) ll ) illl � rl � iI � 111 III ,I •I l l � l � l ) 1 1 1 1 1 1 1 I L I I 1 l r NOTE; IF THIS MICROFILMED 0 - DRAWING IS LESS CLEAR THAN THIS NOTICE:'IT IS DIME TO , THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z BZ LZ 92 SZ fZ E:; �iZ IZ OZ tt 61 131 L 1 91 S t t,I E 1 21 11 01 6 9 L 9 S� �/� Ir E ? l"'•"" 1►1111111111111 loll loll IIIIIIIIIHIiII;1111411111111i111iN111;N1;1It�IHSf111illlu`+I(IIIIt1lf111llllll14E1)t111111lIIiiItllltlllNlllllllll11111111inlllllllllll�linlIll III III iifIII ll�linhlfl)nullluhullFuilEIiIiIIIll Iloll Ill 11 llllHhlulHWnuluEllliu�fllll!il1il�il)lIIw1110 FEBRUARY 28 1992 .`-•- _._•_. -.__ ._..._.....q _--_...,...rpt'•--�----- - ---Vr------�.n"�.r �. ...,�..c. ,. PANE 1, A : k; T : ► ROOM --1 - - �� ------__-- MAIM mm F cEP3�� r LOCA l T1ES1 Y BRMC141 S 0/1 OR AS NOTED :' T°1�E : S1Jl1ARE b' T _ c �' �, �i S 1/214 to Klw Roe 00 ro �Era1AMTY ,►-Boit - � v� CATALOG j 004421225 QOC4421., f K18GTA BUSSING . 225 W P F, 6 E 1 sm cam III SAO AREA n QE.0 S�-21� )OUTLET + w- WKE : 120-208Y/30/80/4 MIRE FEED : 1(►P " 1 A �yyy�, roR cAtlnrr�l " .ASW 1 7Mam � ` y. I l I • ' " h 2._•_. _MAIN NUG ONLY -- MOUNTING . SURFACESWUM UCN CA 4� SW . K is _- -- - CONFAS TO Ral or abw M) 4 _-_.__•____�_._r_ LOAD AWG CK T CK T AWG LOAD SERVICE __ _ ►' OWSTER REC P1- C I 1 A B C - - - ---- - -- • _ 404 2 1G _ ?0 2 i. 7S i U TU 1 r C10SE T MAL! Ht A TER 2011-C T? 3 fS _ 4 L11 ISi _ _ --- r ' 1 1 20/1 IG d 12 ?00 LAP COMPUiER I { •_ f i fi'��Ir1 BE'AI� OUG1 11,00 10 1 I S i 6 t 2 1090 LVMR F AN COR SYSiFII12 �_,_____._I S 1 AW 10 L 12 336 ClA1NiER TOP Ct►OI ER Kr900-0 12 11 12 12W 942-C CWIER E1ER DOOR ►EATTRS �� KLA MAU" P 1� L - __ Y n�Et ® ' STH ,Lw (31 I tx 3? 9E AsJR4LIILSTS - 11 13 11 1 1296--C GOOIER__�fRf1:1FR LIGHTS _. _.-_._ _ 57Tt?1 I _ _-_ Ed1Al t WT a KOAMU.Y ASTS 900-C 12 L,5 - 16 I 1023 AR (Oi1PR�SSOR INSIDE BLDG ((44r) N _- PANEL, C 20/21 ��T ' [' AS SiD1wq[ Ea�MU1T 111iMMot OCK SM WIN ol90QIl (CIN KLASTS W10-C T Z 11 le 12 1023 � tJ1yDEM5ER IIiERFA(2 L�1Gi11�MTGK" A —"-'"'-'`RESTF10p1 IIfAI! HE/►lER 751 '� _ - �S�i L1Y_ _336` COl1N1ER 1pP FREEtfR - CRi.11t+ f Alt iiID10EIt 751 12 21 60 2 22 6 --5000-- 1d1M iIfA1 STW7P _ �C PNL_A 511E CQ1►RQIIER OR I .ii4► 12�1 PAKl 'A' 22.1'A T�fT B>r/11ERSALE DOfrrN 11O+iTS t RlCFOIAClES 840-C 12 23 Y4- 6 5000 CANNFI r.w ITR,ri 4-t AM Gl 1� �,� 11 t4 C014/T. s` �iTCR I�CE�TA E - 400-C 12 25 -_ -16 6 5000 _ ipiw NEAT STRIP --- - - --- F' P- P i� f' P P P BY Cf. Mn ul �_ ICE_MIAf?K _ -. _` ( ) PNET 11' =A Tw '1U' $WtJ11ER I11N __. _ __ 1560 __ 1 !?._ 21 6O/2 Ze 6 5000 t StG1RF11f S1r51E11 - _- Pi LB C I PANEL A STINT 1111 t 4-1 3 AV, M RIRF 011111 TORS M f0 OPAL .- _ 400 12 19 IC f 30 10 1584.0 SKIS UGiiTING t CELW RECEPTACLES - - - R P 1' r1 > , w C1 12% w 'I'>?• NCNB TITIN OU RECEPTACLES-RIdIT (GF1� 860 1 12 31 GFa - - 4 32 1 12 -540--- RUEP1ACtES is SWER_ AT` - - - -- -__ 7;�-�iCi$ � - -_- _ fy9CO17ECl iOfaA 20QA 2 (if. i-� 1 AMG a FEW R rJOdICTf�S Wil 1r4Ct1�1. OUTSU Rf CFP 1 AC1f S-LLT T LGn� 560 12 33 (X CI ,. _-3L,- 12 630+ - U TILL rY _s iROC d UCH TS,F ANS, RE(;£I'►ACLE s--- - -- �� - 1:7:1 10,f IG a 4 Q CMM1i1 ?OOA r IPE '( Jill M lrl RESTHOpI WALL HEATER 751 11 35 30,1 -� 25 1 36 10 ?000 (MATER HEATER -'- o N h CC )0 FUFJ". i TALL, t - - -- -- NRsu1a��s an►."�ma ('.OIIIACTOR T " � _ �__- __—_- - -- ,o e _ �, - 10 LIGN K r NTACIM AT ITf)UlE DAM DUCT A$ TIfQlIREO SLIJARE b' moo # L -._-- _-- 4r r r v u u c 41A>Rl,ILIA: f IiEt11J>RD- S `.� 1-UE 0 111x1 �4-� 3p ANG FEimi GRA GP=C OC 011 #cam _ _ _ uANE b' 1 , , , 1 1 • 751 12 .l1 IC- -� 12 400 CONS(1LE CASH REGISTER h REACH N F1f'EEZE3t 1512 12 19 !0[2 --12� 40 1 __11305 PAR IMIi P. p 9 e P p _ � '"m FAes � � � PANEL �;�'D X001 8l1�.�3� 1512 ! 12 �1 - -- -- 42 r 11,305 _ ro IamK ca1AC1a AT 'A' ur.owa wu r CXINMECTfD LQiWD •• P►NASE A IS.ZbS WATTS - 1_2 Lt LARGEST MOTOR 1,170 WAITS -_ _ Ni►IES t DANFI. 110ARD Rr R E c I CJMW>r►91 f iUIm NTFRr1(11i ,ATM(:" BOX _ __.�_--- py QC r 4m) (fir IILC FGAIS M ElE11T SAIPPOIti dD6 IfpA hl'E '0?+ W111 ) , ,1 c ) r , �. , t.+ 1 V AMT nl�fDAB 8 E i. 1,. - - - 2' Ic moumm BUS �4-0 3 An cu�"�CApcm■ 1 14'F�L PHASE 9 31,619 1>li1►TTS 2'SX COMTiI'AIFrrS LOAD - 2.(16 WA1T5 1 All BirEM4RS 810 E�: dr t4h.��. ILC .K. ASE C 29.121 WATTS AIC LOAD a 14,040 MUTTS 3) C INDICATES C NTMAIUIF, I(W1 r + r ,l r i O r } c`+ - ) I!i 1u 1 TOTAL,. COWECTED LOAD • 76,014 WATTS � i- ___. _._-_ .-_--_ r •..-- 2' 76.024 4 1,110 � L316 - 14,040 - 65,470 = 206 : 173 - 1819 AM'S CALCUIATED IOAD iTIfPWK �C� 6 a i i 4a' SAW MXT � -- PQM � pp.41 Ir UL PANEL "`"$ • © - CO" I.0 I �'• OdNTRL?u .`rr 1.1 IC no I CLUTTER - 3/4'4 TNM, CALIQ FR &C I LOCATION : UTILITY ROOM BRANCHES : 1.0/1 OR AS NOTED ro uM.is1 log 015PEKSER DATA, TTLEP'NK. 10 NII, A (REob E1EM F GM 1101 T161ALLO) K' aN50LI DATA.(BY 9.E_C) __ I'll fJIAUM DATA BY �.C- ftAA111MC Comm BY f1.E.C. : TYPE : SQUARE. 'D' CATALOG / Q0430L200-QOC430LS-PK18G?A BUSSING : 200 A�1(' � � � '� s/4'. � M►fTlrocs eY c.c . `� --- 10 SIPWI NA LOPS OI1N1P1 112-0 COWr FOR IRI NN TO FROI1r SERVICE : 120-208V/30/60/4 IMRE FEW - TOT' p 1t7B TxIUNtER eY eL c _ �__.�-__ -- 1rrA 114O1]>I�IG Ttlt)r4DME 8Y cc I/YAIN oailoLrlT p c�RINs1 , MAIN : 200 AMP MAIN LUG ONLY MOUNTING : SURF ACE r. calor► FOR flltfrim 0 I - - _--=- NY cz IF l ` SERVICE OA A- h� _� -. -- --- _- ----_----- IW C.W11f 10F TNI C01AkR --- . alErlOtDr� - __-_____. _ I LOAD AWL; C B c CK T AWG t0_AD_ SERVICE___ ________ —_._ �pf 1 '1BQ� �T To a� � or ou ICK � no PAIS Toonr�3 Com by t - Pow" 0.15)'1 S 1000-C t2 1_ 2 �12 IOW-C_ DISPENSER_PA_E_R- 45 _ o p � '' 'r t 11 1260 f 0 3 s- 2 -- - 2S 2 4 10 1260_ S1DpER DUIp (i 1/R,p P P , COfQATS OIIH PUl t� 9Y BEG ---- --- fIE TAL MlEll>'EE, A 0101!>1O1C I9EC1W�[ /Y CC �►',,, 1260 10 5 6 Ip 1260 ___- -.. _-_ NL 1/rr4G BY GC wx 0 1. r Ili m- r� Fr111 � 7 _ 8 ---+ SPARE _ 1 FU1l!>E S'.W IED CTRtUK •'�, _ --- 9 10 --- --- SPARE -� �, ,�, .o A R 18 R ME r-41/1 --- --- 11 12 12 ?P C SIA1N 1 TTBP CO11 TROE PANEL 8 _ 1 1 _ f • __ _ �• v �. .� cr c, u u WAIT -- •�� whM'3Qt @WPI 11 1906-0 12 13 �� 14 1 1500-C DISPENSER PO�Ir 1 12 — - --'- ' _ 1�q ) P t' P e P P P 8-4 I E]LC�/il 11Op! I]IA6( PIJK R1� h 1/ 1210 NO 15 2S ?5 2 1E _j 10 1160 DIESEL PUMP (1 1 ftp) II ` I I 1210 10 17 18 10 i F REObL___ sANi _ --- --- 21 ---- ,.^ 22 -- --- SPARE PO R 101}-C 12 23 AIL _ �- 15 i 24 -12 , OW-C ElEC�RQ_y NIEA_ACE BOLI S1TE.CONtRUl1ER�_� i ��L�RI► ��+_ani AaPplglt LIGHTS 160-0 12 15 151 15/1 26 2- -494.0 St]f SEirE_11F'E1151A 1111115 (ITS '!,'#• .___ ____ -' 27 _ 29 J�i2 204-C TANK GAUC�.30 SPARE I y 1�1I_ LVAD a PHASE A 8,6.40 WATTS 75% LARGEST MOOR . 630 WATTS RUM 9 5,240 WATTS 25% CONiINIIM LOAD ■ 2,440 WATTS NOTES ►; PAC BOARD BY 8 E f. p. PMASE C 5,980 WATTS 2) BTEAIT11 FOR 00 12 ti 24 BY 8 E C .r •k TOTAL. COKECTED LOAD - 19.840 MAT1S All 011Q1 BREAKFTiS er " 19,840 ♦ 630 + 1.440 - 12.910 209 + 1.:'3 6367 AMPS CALCULAiED LOAD 3) C WCATES C0111MIXIUS IOAD 1 > > > P P PANEL C o LOCATION : UTILITY ROOM BRANCHES 2011 OR AS NOUD TYPE : SQUARE 'D' CATALOG 0043OL200-OOC43OLS-PK 18GTA BUSSING : 200 AtJF' : ., LIGHTING CONTA(TUR DETAIL AT KJOS SERVI�'E : 120-208V/3`/60/4 IMRE FEED . TOT' - f ry ► s 0 DETAIL INO't�S _1 MAIM : 200 AMC' IjUN LUG ONLY MOUNTING : SUff ACE T. ftMtA1 AW�i. q1. 5tH AlLO1MAelE C.C. K TO GAl,Q1UTE , �► RVI - LOAD AK CK 1` i -- ---- CK T ,AWG T WAD SERdIC�_-- -- - - - WIQTACE Op17P NO SO COrIDUCM AI:xVMY. CANOPY OC3�1 Ew- T5 9,-40011-si1H) ii -f � 1 Zfl 1 20 2 2 _ L,2 _1138-C CANOP�r DOW Lw�HIS (5-40OW-WH) 2. MNIX1ipLS ARE 70 BE PfIlEIK1ED Br ',..E . . 1138 -C 11 3 4_ I; 11!,8-C _ 1 EMS CNIMAIM NDCA XS 114E MOW I.M. IF CAMD►f pOuali IxXITS (G-1006 �Aa+) 1368 C 12- 5 20 1 _ 20 2 6 1?Y 1138 C CA.N�", bUwN LKNTS (5-400w--WH) Ci MIS ARE NOT USED, INET ID W AS SPMKS. 1146 -C 12 1 __ 8 12 1139_-C - _ _ _ 4. Tr 0 Fii�iT MATER AW OOIITfI W tS USED N LI,U CANOPY IX)'Ai �11:ri1'i '3-4M,-,;A/4) 1366 C 12 9 20 1 _ 2012 10 12 -1138-f, CANOPY DOIMN L104TS (5-40OW--SYH) �- - - OF ELECROW n!'E�� HO(� THE Ci��LAL CONVACTOR 136E -C 12 11 _^ 11 �2 i1!A-Cr � � C� WSW, T WSW, RE)3EPTAQfS ON CMTLCLIT A-t ! Ar39 YARN► L,I I,rl+t,. (4- h�riRls-SW E►�1195 MAX) 010 -C 12 13 20/2 20 2 14 12 910-C � -�(4 -SMH BULE� M14) � TO CI CTAT 9•-24. SS�y�G � 1 ,ARD (ICH 4G 4- r_'! !)t0 -C 12 tS - L,6 j 1? 910-C — - - AO SWI I)•4 caw�lsl HrRr>'a LOr,10001S FOR QTS A- 131 wc� _ ---- _ _-_- -♦ iA� i BI.C. TO NSTAU OUTS FOR CIAL M C A C-•28, AND iN Si^hs'1.... _ -- -- _17 i8 --- -- SPARE_ -- ,Ti_PAMIC •_ ._--_ _„�-•� __ - 19 � 20__j 12___1440-C- BAO(UT SPREADER 4 W. ! - _� -..._.__. -_- - --- - -- --- r/ �ro"U� ) C-30. C.C. C1 NS il, TA 10,614 _ _ 6 LAMIPS EA- A-1S, A-11, C-2?. C-23, AND C-24. USE SQ 'br CATALOG --�1'ARE Mw- _ - _ -_ 21-- 21 1I ; C- WOMAL_ID STCN LMTING- - _ _ ._A — .. � I AB-BBOT-42A aTW_ IIQFTS � OOtPA FOR S11GLE POLE 0R �j01P1 FOR OgItE POLE BTtA1tERS _.._ .. .. 1 1 1 Sa! BRAKU 1E _ _ _ (It a1(IIT BE C) ✓G� 1S OREGON�9�� RE.i►r1E1( / DfSP. 6 lAtdPS EA 1440 -C 1? t` - 15 1 T6_ 11 100-C L1C►ITN4G (XINTACIOR CON/RQ POWER F PEx an;wc� 4�s -yC 12 2L,` �, L 28 io 2112-C AGE+ R o-slcx+ ixA+nNc 1c ► 0'o i= - F _ t2 29 1 10 1 - f �- -- F _�_�--___-_ _ _ - _� COWL II1o+r�wa va'IoOWI ,ABICTIOM BOX f MARn + Yf SPARE _ _ ?5 30 (j _ ??2 C RISE Q SICA+ ucHnlG__j___REu�. _- WIN_ __ _. _ _ (”- _ EliOMfD 41M110 l">9MECTED LOAD o PHASE A 9,590 WATTS 28,743 „ 1.25 - 35,928.75 WATTS I'� TO STOP(dr u.c) �► PK45E 3 10.233 WATTS MOTES I) PARI Bc1Aao 6Y 9E c I Ira+'INT: F INIAr r11R 6�rMF 4L,' rte( B . P. 01L COMPANY 2 All BREAKERS Br 9f C ((APwA;1I) rt � Al MIn'x �� d 'aV SPA 3 PiNASE C x010 m 3; C HOCATES CONIKOA 10+10 em RETAIL MARKETING �.� 1 � DESIGN AND EN �INEERING ,. TL`TK OONF�CTIED 10�A0 35,916 7S j 20tl +113 - 99.M NPS CAEt�ATfD LOAD / AB-a>a0r-3R OCt019uNr (!r BEG) � (� r Sim +�-Boor-,n 161AUM 41 cm" 9lufttaMM g„a, LOCAIX 3/4.0 CONDIAT FROM RECESSED 2.00 PUBLIC ciQUARE PAWL -PNC 111 wm 1 LAP COMPUTER .AKI ON BOX TO CLEVELAND. OHIO 44114 P , LJIP COIEUTER JMCTION BOOP ON KNO 9NUMT --- cowl a Comm --- (K.ur ac) IIIMs (9r 9E c► 1 t1f4G - BY B.E f: �� ) PANT I 1 MADISON INDUST RIE' INC. OF GEORGIA L K. (M►��ac) 1 P.O. BOX 131 i T CONYERS,- GEORGAA 30207 � LAP Ct3riPllTEA SYSTEM CASE ' I Si'TN�(N f>ISP N►Inc1N i'ANLI 1 MOLIin ro WALL - BY c.C- PHONE : 404-483-4401 1 THS is OPTIONAL. a C. IS t0 (klw,) A ( AfiUl ro OETAL NOTE Na 4. LOCATOOP! im NO. PA(I 3 PUMP 1 I F i C. E v 'AL N Ul" -n(JA VD, ��F: AQ-B�1 � r 141IA('T(W 141 AYt; 1 � �rK- _- fKl(>c►!) -(Kln�k) 1 23'- 8" x 48'- 6" R.N. MODULAR BUILDINt a L �, 110,1 TI AT K"0� �_ 1 __ ELECTRICAL SCHEDULES & DE TA,LS �' PRI WAY �_ I* COMPUTER � RECESSED LAP (X1PU�R Al (A* PRI RECEPTACLE - BY RE C ,AINC" ■TN TELEPHONE 120-208V/30/60 (BUGLE RECEPT. W>I/iSOLATED Clo.) CM PLATE - BY B.E.C. — FINls►,Eo FLOOR DWU. -. E- 2 _- 17M - 1152— SD-2TRE1�. . 0 SCALE: 3/80 - V-0' DRAIN! BY : CLROGM Sr. ikf q• + DATE: 05--05-89 a*�ED BY: ^ 1 CONT Qj d S_N.(J�K"11�NEC�' ION KAG AIrI LAP COMPUTER INS 1iC��' D�I'AI� REASONS — DATE DVM CKD (NUT 10 ;�kr) NISTr --- r ;,� �— • i Au PERMIT NO . BUP910074 50 0r 51 3.: ,00 , Y niTo''1 1 1 I I T I i 1, 1.1 1 1 1 1 1 1 E� 111 111 I t I 1 I . 1 [ 1 -i 1 1 I I l l 1 1�11L,111�11NIlLIIltlI11111111111I1iL'�iIIiTiIIiII[IIiIiIIIiL'�1111i11 y V 4 V 8 8 r aW.iAEbkA•'y.ir,..-+h ryJ,....,.:'yMr _ L,o 11 12 k ' NOTE: IF THIS MICROFILMED �" I i -- - - --- -----'-'� ' DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT 15 DUE TO ` PIE QUALITY OF THE ORIGINAL �'[?PAWIrrc. AE 6Z 9Z LZ 9Z SZ 1►Z IT:Z ZZ IZ OZ 151 BI 11 91 SI bl F,1 ZI 11 01 EL, '1 9 L 9 S ff IE ,�lllunh1u111111ifIIIn111NnN11Il1hH�nHlulllllllhNll{NnI> tN111uII w1111111111[111114101111111111II1111111,11111111111,11111111[I1{IIu111111n111111111ufill III ml[t1u11IulnLllulll►yLItiL11UIIlInI{unlnllhllllnuhL11 11uiLulliliLI111I�llll�)LLllll)LIIW�LLI1 FEBRUAR 2 x. 992 ro r IWO - ' MAtrEUFACT PLM�T ANSIAI� (B.M.0 �1 Q _ MATERIAL SCHEDULE : .... ` 1) B.M C SHALL FURNISH AND INSTALL DUCTS, 001AM IWAIIENT, AND Ct7NTROLS FOR 'K (X711PLITE H.V.A.C. AND REFRIGERATION SYS- BM - BULM MA"ACTURER (�Q GC - GDOAL I,",t�IjRIICTQR .� TEM AS SHOWN OR NO ON PUNS BJLC TO FAM EXUKIORS Al i Nowa . � 2) METAL DUCTINURK SHALL BE CONSTRUCTED OF CALVANZED SKEET STEEL 0 - • era . . '�'� NTH A MNMUM THIU(NESS AS SPECIFIED IN iA$Li M-1. H DUCT s1�r AN BF;ANo+ oucTs (1Y�AI,)` - µ , LOCATE FREEZER CONDENSATE DRAM TRAP N coaER .�• _ _ _ _ _ ----- _ _ -- ___-- __--IT CONSTRUCTION SHAH CiINFORM TO THE REQlNREJ►�Ii� OF THE SYA�IA pESCRIPTiON l N0. OTY, S � � y..•. LOW PRESSURE DUCT CONSTRUCTION STANDARD, LATEST EDITION. � � _ - - -- - - - - -- _- - -- -- - -- -- - - .... ! - - - A AG %N UMl IMNi 1 Tr0 6 CNIX k i � ` _-- f ___ _.._ 3) WHERE METAL DUCTS PASS THROUGH ANY FERE RATED ASSEMY, U-L T -— --- - — --- --- - - qtr a A- 14 (W/wh) � � �xl�► ,� sK'"• �' I I . - f —G`1 _ I l8' , �- �� I LISTED FIRE: DAMPERS SHALL BE PROPERLY NSIAILED. B FOb IFI►T Sla►. (200/10/00) f i 1 _ I 4) ALL OUCTIMORI( JONTS AND SEAMS SHALL BE SEDIRELY FASiM AND + 146 , MADE SUBSTANTIALLY AIRTIGHT. WHERE TAPE IS USED FOR SEALING C BpO+w ERiAlK1 FAIN so w1M �'� DUCT, t GP. •LC iJT.0 . ' + � • ----- -_ -_� _ B� I I �n 00c I JOINTS, II SHALL NOT If MORE COMBUSTIBLE THAN FLA F FARING. (� T NI 5) All CUCiWORK SHALL BE NSUUTED NTH A NMN" OF 1 THCK, 3/ 1 1 POLAND DENc,I1Y FOIL FACEQ F1QERt ASS INSULATION, OR i• THtA7(, 1 I/2 D OOOLEA FAN CA_ ( ISv/N/1i0) Au 1' tll�' 1 POUND DENSITY LINER, HAVING A FLAMESPREAD RATING OF NOT t?0 25, E SAvOt titllD COINTC�-117 LOW TSE F1lTI;l'R 1 r� lid" 21' 8' ,�,. �- - ; ;' ► I I I _. _ _—__-- I A SMOKE (A VFELOPED RATING NOT OVER 50, AND AN R-VALUE OF NOT -- WDoa Na s�;T�l-Owls' �H� SEE DETAIL IF ss THAN S %a i K O NIM-11w kaw Tom. ODiq,D I 1iE i 6) METAL DUC rlrtiOF(x S1(All 8E SECURELY SUPPORTED, NLIWG, OR SUSPENDED F rooa 110 slob-a-r I + '1°. I -�►-- ---__ --- --- -- - -------- - _T'- _ - --_ _ --- -I I „ I --- __� ( H Y M I AL S TR APS AND HANGERS. 0 �l�f IM EV#MTM - on � n-211 1 t1t� tNrC ;} All UUC T', rN',1 All F D OU19U OF BUYS DINC> SHALL HAVE IN1TrRNl�I- Irl- _ TO MiIAMITAM M/W!S s' + r 4' 1 Y 90VL Y Aft Of 1 Lri P WQNIITD F1r M CCIMENSBIC UNT - I" MM I tial AiION AND SHALL. HAVE AL1 JOINTS AND SEAMS SOLDERED OR OTHER- N 1 WAY 811.0111 Cf AS NOTED No. 00--i 5LD (M-23W/w/60) W CrM EtatNV SE k f D WAS TO BE NE A THER T1GN T �',�• . ; __ - � - I �4T?J�it __ _ _-�------ -- ; 60 ny Tr�icx (4) tuft d) f lE>UDI F DUCTS AND CONNECTORS SHALL CONFORM TO RIE REQUIREMENTS Ilk iFFNGERAT1(N Lft M((D(AF I OF U l 181 AND BE LABELED AS CLASS 0 OR CUSS 1 FLEXIBLE AIR DUC). - 1 I CDS I LINE CROSSOVER ABOVE C1lMG I - 9) f t F XIHI E DUCTS SFIAi L BE LIMITED TO I/ FEET N LENGTH ' I.a ' �.___._-,- __ �I _ -_ ___ _ 1 I ° 'u► } , 10) FL.EI(IHIE DUCTS AND COfrN'IECIORS SHALL NOT PASS THROUGH ANY WALL, r I I OWON (161( ni FLOOR CEILING, OR ANY FiRE RATED ASSEMBLY f i 11) FLEXI(AE DUCTS AND CONNECTORS SHAD NOT BE INSTALLED MINN 6 FEET I 60 CFM 1 Of A HLA11NG ELEMENT -� ' ':'�• I __ _-- _-_. _ _ I !,'1' (� WRAWI7iR ((MINN-A11 6 f W(IAL 1?) H V A C THEMOSTAT SHALL BE CAPABLE OF BEING SET FROM 55• F. TO 1) ❑ ROM AITD NSTAII FiRE DAMM N CftX . -��- --- - ---- — -_-- -- - -- -- ---_ -- T-- - --- I I I►Rt,nr tl'N 141 - 1,14 ,N 11 FE ( ,1_.� "�\ FUSLAS Al UTILITY � t ONLY. InF rinl 'a1F If. �'n�IIi ( ( ,An IFA 1101 I �� 85 f AN( 41ALL BE CAPABLE OF OPERATING THE SYSTEM HEATiNG AND s —. . _- =- -___ ___..._ III►,P (WAIN E#I,�M � (,,, I _r,�� r � 1) ❑ RIANSN NO NSTAU FR DAMPERS Ill All � � _. __ _ . _ � - ) _._ - I OOI ENC IN ►E ONCE/ l -_. i__-_____._l__.- _-- .- _ ` t l wN Alo ' nI I i Co.." I `�� 1 1) ►OTE RE ►, VAC DUCTS CROSS MOO(RE LINE, BMC SNAIL INSTALL I/2 INCH CUM DEFU5ERS No U�IES irilQ{L 01 Ou• IARDW • -- � • I Tlnl�x r 3// INCH w10E FOAM fTl1AHER, ADHESIVE BACKED SEALING CASKET. < F v Y_ t rl 14 I ` iIN� 3) ❑ ROM Aro INSTALL Si11>f(E DETECTOR vim C> / ( i i I I ) R RATION PIPING SHALT TESTED UNDER PRES`URE AND PROVEN TO SENSOR N STREAM - MIST / g :1. 4A• !�E T1ftN wR I�aILE I I I �'� I E FRU A STARTED UP BALANCED TO FA L E Ax E E H.V A.0 SYSTEM SHALL L iE rr91fD To 9U1 Stow H v.t A.C. SY511 Ml UPp! ACTTYA11011 1 I UE GN SPE CII ICA TiONS, AND OPERATED IN BOTH HEATING AND COOLING '� �V -_- - -------- - -- -~ - -- IB' r r FETUNI a DUCT I 50 t/2. 1 8- Rf nom AW , I MOOED REFRIGERATION �YS1TM SHAH Eif STARTED UP AND BROUGHT 4) ❑ CYL11M LUCKS FOR ANTOMY REFNCERATO G -6'0 U L CUSS I FLf X DUC E I OKI UP r DOORS - ALL LOF'.S KEYED AUS. TYt�iA (3) PLACES � �� I � � ( DOWN TO DESIGN TEMPERATM F RI SH Aft M I AKE • I nICTW.A SERVICE s I (MADISON ERECTOR)--_ - --- — I I � �i ALLATiON N01ES . M �TUR p 114-240V/10/60 { =_—=� — �— _ _ — —___ ----_- - l Ll-� - 1_ A` 1) PRIOR TO SETTING BUILDING ON fOUNDAIION MADISON ERECTOR SHALL p 12�20E�1/3r/�60 ' I _-- __-- �Y _ _-_ _-- �) LOCATE H V A.0 DUCTS CROSSING MOOUIE LINE AND CHECK THAI SEALING 4 ( ) *; --- -- - - --- -- __ _- -- - VANES ASK _ G E T IS IN F"L10E AROUND DUCTS To BE JOINED. i� 8' AFTER BUILDING IS SET ON FOONDATi4N, ERECTOR �Hkl FASTEN DUCTS •�, r - 1 te' . e' C IW n �?,� I TOGE THE R 1M TH SfiEE T METAL SCREWS, INSULATE, AND TAPE JOINTS. � __- .... ( _ 125- F1RI 51 A i IN RI IM AS DUCT _ - - _--_--- - - _ - _ - -- -- - _ J- -- - _____ ____ _ -�- __ � - �_ � _ _ � _f --._ _.J_-_-.-_ JOB TE INSTALLATION NOTES (0-M.C ) <D II V k A.C. THiRMl1`lAT I- I �.v 1 ---- - SUPPLY AIR (Nf F U SE R -- -T-- - - 1) AFTER SETTING BUILDING ON FOUNDATION BUILDING MECHANICAL CONTRACTOR LIN M 120 SUPPLY AN DIRT'..ZR - 6' r 11' SIM'f'l Y Air ItfT 115E R c• �'ikl LOCATE AND MAKE MODULE UNE CONNECTIONS OF A/C CONDENSATE RE TURN ,uR "M 4 WAY BLOW - T2s Ceti 1 WAY BLOW - 1?S CFM ' DRAIN LINE AND A/C REFRIGERATION LINES ABOVE THE CEILING, AND START _ IFIL CaIA,R - TV"(�) TWD TYPK;AL (l) SE YEN �•�•„ � UP H.V.A.C. AND REFRIGERATION SYSTEM. FIELD CONNECTIONS ARE LOCATED _- E><1+Aust FAN ( ON PLAN. 8 W.0 BUILDING MECHANICAL CONTRACT(f - FLIT IM BY MADISON INOUSIRES i>'EHOGF KAI ION i)001? , CIIEUL!l E 8 C HUNE>!NG EEECTRICAL CONTRACTOR - FURN90 Br WADISON NOUSTRES "•eh'rr ` ��'� _ _ _ ._ _ , RPC A!JIIDMG PLl1M1(ANG CONTRACTOR - il►RM9E0 BY WADISON NDUSTRES • t►-•,. SCALL:3/8' - i i I - (' / — ,ATE INSTALLATION NOTES (GENERAL CONTRACTOR) GC GENERAL CONTRACTOR Al RUIDING INSTALLATION JOBSITE - FUMC90 BY owe 1) GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED INSTALLATION PERMITS FROM LOCAL AUTHORITIES AND MAKE ARRANGEMENTS FOR ANY REQUIRED INSPECTIONS. ' TABIf M-I `' 1 � '. I ', '. '. '. y .� � y � (>t)CT CONSTR1FC11Q1 M1fNAA1 SF[Ii IE1.AL GAGES S A !, I AEC1ANGlJ1JR DUCTS — �. I I I ! I I MAN" SIDE Sift ALLWU i I (WKS) (MI UN GALVAIIZED SHEIT GAGE) (WUN BSS GAGE) -r y TFNOLI(l+ 12 26 (aD22 �) 24 (0 020 �) �.aEp PR _ 13 THRO11. H 30 24 (0 028 n) 22 (0.025 n.) �S S,HQINFf* SS 1HRQ1Gt 81 20 (a010 n31 INROUGH 54 22 (04N in.� 20 (0032 n. 18 �OLO51 010 it) 10,614 OYER 84 18 (11052 e1.) 16 ill.) 11 8' NEW AIR -- 1Y r A' S/A T'-9 1/4' R.O. 3'-i1 1 4' A.U. S'-10 1 1' RO 1'-1 1 B' R0 1' I 1 Y R0. ---- �;. rGOREGON�p $"•` 11' , 16' S/A IV 0 0 cT U a _ R01M DUCTS Sim ,•r ,. �D ANiHI,'N( P114I No 1QW GVAVA,ILR JUMBO r(kiR 110OR ''NTE (}) ANiIIIJNY MVUII N+) IWI CIK.'T.MA$T(R JVMUU_.THREL" DNIT US ANTHIXIY M(Xitj.No }Q00 HRU. M��ILk.sl>UIER 5,1R�CL_� OIAIW ITR (DiiiiUil GALVANIED SMEE1 GALE) I 310CFV FRE94 AIR INTAIQ (1lC?+ES) • FULL l F NC M nM() t'ANE TF MF'E RED NSUI A TNG I�ACS • n rll l F NG ill TWO PAM 1T W'E RF D INSULA TING GLASS SOLO PANT l LADE 1HAlE INSULA TNG ALUiiQAll CLAD SPRAT SEAM DUCT IONGi1LMMIAI SE1W DUCT f 1TT1111,'ri r "� ----- -- -- A-100 If D S11 WR SATIN F AASH • A-100 H D %VE R SA TIN F WI 44 • A-100 H.D %. *R SA IA F1111SH __ B. P. 0IL C0MPANY 1FfIQ1W 112A (0019 R 26 �OL022 n. ?b 0022 Rt 'k • SELF U(i`,TNG ADlU51A131E CON0.-AtJ:D FI1N(;fS • SE!.F C1CrS1NG Apl!151A6FF Cl)N(�ALED H1N(XS • SETf-0.OSNG AD,AISTA�E CONCEALED iNIGES ) ) I ( ' •* ANn-CONDENSATE DOOR AND FRAME HFATTRS • AN11-Cp�71SATE FRAME HEATER 11 lYitdlCH i6 26 (001? n.) ?I 0028 n.) ?/ (O.J??8 !n • ANTI-GJIUENSA TE DOOR AND FRAME NE A TERS .. f2' 12• R/A GRIIE 19 THR011(?I 28 2/ OM a) 22 (OOM iA 22 0.031 R • Flu IfNGTH UNI-LIGHT, L)GHT111G SYSTEM NTH I-AMPS, BALLAST, AND WARDS • Full IFNrM UNI-LIGHT, 1.1G4TW SYSTEM MATH LAWS, BALLAST, AND GUitOS ( ) ) RETAIL. MARK IN } . • SFIEIf STANDARDS NTH BRAW IS ANTi LEVELERS • 91F LF CTAM)ARPS MATH BRAQ(E iS AW_ 1 FV9 UK- ?o MOM 52 22 (0.031 a) 10 (0 010 n.) ?0 (0.040 i.) DESIGN AND ENGINEERING • TWNTY IM'AVY DUTY, BRITE LAIC PIATED, 26 INCH DEFP SHELVES • fIFTEEN HEAVY DUTY, BRiTT ZINC PLATED, 26 RICH DEEP SHELVES 1.17 RRQ1G1 52 20 F0.040 R) _t8 (0 052 n) 8 (QOS1 n) + � • � 1 � ilY (FIVE 94.LYE5 Fit 0(1gF) (FIYt SHELVES PER DOOR) ZCIO PUBLIC Ml1A�ftE I � l2� ANnlVlti MWS Ng, _ 44OS,WIM�. M@V TTY(; DUSIR_Urr'� i AN i' Mppll N�1QpF �REEIt Mn�IiR_9► J (�N(T CONNECT r�, ri�1,'IN CEEVELAJVD. Oi�Ci 44114 H V. A C , J4_ U FAN GtAI ' PAR UNIT wu INSTALL ail WAIT DOM TITANS NEAR WALL FtTTa DkANac FULL LENGM Two PAI{ TEMPERED INSU.ATTNG GLASS • FUII If NGTH HEATED THRf.E PANE RMfERED DNSUATNc (FABS TO MAXIMUMCLEAR HEAo400� MADISON INDUSTRII.S INC. OF GEORGIA • A 100 H D SM VER SATIN FNSII A--1 OO H D SII VER SA TM FINISH . • %If a09K A(ILUSTAW CONCFALFD ►1NGIFS • SELF CIVSING ADI.USTABLE CQNCF_ALID HNNIS TPAP (I Y14 Al TV) P1Af.F�)— P.O. BOX 131 1. • ANTi-(XWNSATE DOOR AND FRAME WATERS • ANTI-CONDENSATE D", AND FRAME MATER \� (iRFEIER IRAP I(XATIO IN C(II(AIW) A: _ • F'Ull LINGTH INN-LIGHT, LIGHTING SYSTEM NTH LAPPS, BALLAST, AND GUARDS • FUII IFNG111 HIGH OUTPUT, LIGHTING SYSTEM NTH LAWS, 15ODMO BALLAST, � ` '_'tNNFCI iO COQER CONYERS, GEOiRCAA 30201 - SHELF STANDARDS NTN BRAMTS AND LEVELERS AND GUARDS \ FAN coK PHONE 404-483-4401 �y v •- -- (tOlOEIW AM 0111 • RN WAVY DUTY, BRITS ZINC PUTTED, 26 RICA DEEP 9*LYES • SWIF STANDARDS NTH HRAWTS AND !EWURS (Fl1IE 9 LUES PER DOOR) • F1VE HEAVY DUTY. ANTE ZINC Pi_ATED, 26' DEEP SHELVES 1. r UNION (TYPICAL TWO PEACES) LOCATION JOB N0. 4' QAC I F=I c' � WALIU U7" TIC�A KD, �-�� .,� ► �'.�rr - EVAiIOE.O METH ova y NTH INSECT SCREEN ' r PAN I*= FOR RfWRAfIQN - - LR" (0 womI LANE) 23'- 8" x 4 8'--6„ R.H. MODULAR BUILDING ° + IJ1FS MM1F'M1MI 18 GA- GALV STEEL SUPf`OFtT PURIM A6(►VE COOIIR CEUNG SECUiF FAN t>N lMl 1(/) fQtR PL/MC>FS �•----- 3/4'M PVC EiRA11( ,INF Mr;IM'JM (BY GC) L'SNf y1ro MAalNE BaTT •\ I NIOWABEE fAli I/1• �N Tr (TYT'CA►) H.U.C. PLAN & DETAILS Aryh 001101w AMR N . 4 •. ,K; 120-208V 3� 60 ' R ��" SFCtJRE RAN NDOp 10 RODS t - -- / ,. t MAKE MATEAT1GHT. (BY GC.) - ,.. ME1K T DWG. . M - 1 7M-- 1152-SD-?.G R EV., 0 , } \ PIPE C0141XNSATT DRAIN IINE FLAL _ SCALE: 3/8* = 1'-0' URAL! BY ,("t►• � �'. _ _ -_ _._ - =-_--_�._-_.-_ SIZE 10 FUNNEL FLOOR DRAIN RLIOW 3-POT SINK. • ,' •�o HOLD 2• MINIMUM 0.R GAP. BY B P C DATE: � BY: REVISIONS DATE ON CKO a 51 Al. AR(A11U MS AT .,�,�+(�• � ROOF AND FA L PI T(N F'(lM I WITH MASTIC ,,. ��•�•��y (BY GC) CQNOSATE URijN__SCH�yA'�IC - ( • r 1 p�C- �'U( _.U�'1'lllL �QQJ�R�'AIII COIL _ _l� scaE : NowE r ' " +. l �11�[ll ` G AI I w*$ SC N E N(llF ,I• PERMIT N0. BUF910074 - �r.r..._ ---r +,,,,, ---�•w+.rw „�:CrrJ»'_ .._ .. - -. -- ' -. .`'�°�'.`.'_"." � ,:,_..y.:'�,'�.,5a`.it4...t'."_""^_. � _.--. -_ _ . .-. _ 1�.�.i..Jl..SliilY 317Mr.i .._ __ ... - _ » II� 111 III 1'II 1�1 111 kIA II,I III FII 111 III III 111 111 "iII I�1 III Illrlll III ill (I�l!!: 111 Ili FiI III III t1:1° FIE III III III III III II(I�IIi�Ei ,,111PII III IFI 1111111 111 IFF ' + ' — - �'I I I 1 I I I i , l I I I I I I I I ) NOTE: IF THIS MICROFILMED ( 2 3 .e...- 4 _5.,._ 6 7 --- a 9imp 1 DRAWING IS LESS CLEAR THAN THIS NOTICE,- IT IS DUE TO THF QUALITY' OF THF ORIGINAL. l .. DRAWING. ------- _ - - ---•- -- -- ' ON: 6Z 6Z LZ 9Z SZ >� fZ Z? IZ O11Z 61 81 LI 91 51 1r1 EI ZI 11 01 6 B L 9S b E Z I�"►�., / �-'•�•� ,r!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11irIt�1111L1tIIIitt111tt�tlttl<t�IIIIIII�IIiHilltI11I1111NIBl1liHINN1>}itNI111111111�11111111111111II1�IlIlEIIIIl1IIIlIIItIIIIIIIIIlIIIIIII)IIIIIIIIIIIIlIIIIII)IlIIIIW�lllllllllllllllllllllllllnulFllllHWnul1u11uu�1LUFIIIIIIIIUIiIWIINI FEBRUARY 19 92