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HomeMy WebLinkAboutApplication- Permit1 'Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. Io.�y Job Address cQ37 I ej Mc ^' tie - Nature of Work Building Permit 9J3— 3, 0 / 7 Use of Building 51V t° l r t 1 V %e_, yebi (Id; it Owner J Contractor End' nQ Amount of Permit $ 4C5 Q'/ / / Date Clerk `„1•-U-CM1 FOC: 174" rIUPI: tlLUW'LHNIawhLu 7 (UiitWD ,'TG l In 71-11/-7 lNNC+9e3ss1NNNe f N: 1'18/ GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (OIFNWOOD SPRINGS), COLORADO TPIEPHONE (970)945.8113. PERMIT NO. � L ��(970)384-5003 c\a 7 7OBADDRESH a37&) 00v4771 12.016.121Cg l eQVL 6/430 1 ,1-_0 LOT NO. BLOCICNO. SUFDN61ONI LION "D oil act 3 J P/ "29.-iri PFJ a fn a wiM/y-'71h2 (its:, 4 "vannas ;r©0 e's.� mar? 'i tad 6) . CD j�% ses�i 7 MYR s RR.naaw � / 7 /1 4• 4 11111011:23mOP 6 ROM/ 6 DUO Irer..roo 1 8a i id71_1 7 E`aR'a` n STE$i. flmtAt a&; Lvdaa g CMS SOP m. jr""e Ome.M DALTIW.I mon c,. 9 W.m u64. =MRS cunt OAR MOWS 10 0 Shwa row ow .n EMIa leOW,L MT O.I.Na .�„� Q�e yb� Ala®v,a* . /90 OM • eta oaoeLea NOTICE A SSPARA78 ELECTORAL P9OOT a MURSD AND MUST BE ISSUED BY MB STATE OP COLORADO THIS PERMIT BECOLAS NULL AM) VOID IF WORK OR CONSTRUCTION AI7]AO1I» I NOT COWME NCED Wn1IDN 110 DAYS, OR IF CONSTRUCTION OR WORRESUSPENDED ORABANDONEDPOR A PERIM OF ISO DAYS AT ANY TWE APTER WORK IACOSBAINCFD. I iIU Y CERTIFY THAT 1 HAVE READ AND B)CAB@IED TEES APPLICATION AND 1040W TME SABOT TO BE TRUE AND COMM All. PSIOTDI0NS OP LAWS_ GOVERNING TIES TYPE OF RDRA WILL BE COSVI1PD WITHWHETHERSPECIFIED_� IHEREI N OR NOT. THE CHANTING OF A PERMIT DOES NOT PREM ME TO AVE AUTAORTY TO VIOLATE SSS 0,,,1 . T1 HMVRIMI OF ANY OTHER STATE OR L••' - .. OR Be PBRPOASGNCB OF y( IAb `l _O I ' PLAN CHECK PE% 60044 PERMIT FEE: 423.3E TOTAL FEE DATE PERMIT ISSUED: 1512417 _ ,..._ ZONDN(L SETBACKS: embodeld Iwo* geN3434 . I /%: 11 SNAlBI.HOME: ISDB NO.LFT3: AGREEMENT PERMISSION E HEREBY CHANTED TO THE APPLICANT A3 OWNER CONTRACTOR ALIDIOa TIE AGENT OF THE CONTRACTOR QE OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SURMUTTEDTOAND REVIEW®R(1HE BUEDINOTEPARTMENI. Di CONBH@ATION CP THE ISSUANCE OF TM MEMO, THE SEINER BERME AADS TO COMPLY TTTH ALL BUR nude CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD PURSUANT TO AUTHORITY OVEN DI 70}1]01 CIS AS ASCENDED TOE SIGNER FURTHER *GEES TWT IF'DR ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN TEE LOCATION, ETECTION CONI RUCTION AND IRE OP THE ABOVE DESCRIBED STRUCTURE, TEE PERMIT MAY MEN BE REVOKED BY NOTICE FROM THE COUNTY AND TEAT TEEINAND THEME R SRAIL BECOME NULL AND VOID. THE ISSUANCE OP A PHALLI EASED UPCII HANK WB(IPICAT1ONS AND ODEA DATA SHAL. NOT PREVENT THE BUILD/NO OFFICIAL PROM THEREAFTER REQUABNO THE CORRECTION OF ERRORS DI SAID PIANS, SPE(31GTCN3 AND OTHER DMA OR 130 PREVENTING BUBDEEO OPERATION BEWO C ASNmn ON THEREUNDER MEN DN VIOLATION OF MB CODE OR ANY 0T1E RVEDBNANCE OR REGULATION OFTll3 NRISDICTKRN. 7firi REVIEW OF THE BUBSITED HANE ADD UMW AMMO AND INSPECTIONS CONDUCTED THEREAPHIR COIR NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONRERIIE3 CE GABEIIUS BY GARFIELD COUNTY FOE ERRORS, OS®AONS 011. DTSCRBPANCES. THE RESPONSIBILITY HDR 1 HESE IMO AND DOLEMENTATION DURING CONSTRUCTION USTS SPECIFICALLY TVIntIE ARCHITECT, DESIGNER BUILDER AND OWNER COMOTENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT Ca OWNERS INTEREST. CiII®mT IIEflMT THAT IfAVEMAD AND 'EniiNDTSB AGMS:AW/1 atillTAL) 5tr-4-ctltll 17c:lrr rtt119:1AWrLrnMHMLUU 710J01YJ.irti lu:7riniorc4cJJGrrrcr ri J'1G GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough Information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our coat. Mao, please consider using a design professional for assistance in your design and a construction professional for construction of your project To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. 1 atr-4-Cur1 OC:17e rKUn: ULUUrLHNUH (l.0 7IUJ '3a fu r r IU:7rar7r101-CMOJJurrrC( r;e'1e 34. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Bafflement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 35. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Departm nt at 625-8601. Yes No 36. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at ' inspection. Yes No 37. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to issuance of the bu' ing permit? Your attention in this is appreciated. Yes b No 1 hereby ackn theb- •f e that 1 have read, understand, and answered these questions to Phone!74 a?1.3 -NLNz (days) _SP 7O'?dig .4i6y.2(evenings) Project Name: f421—,/»M I, T Q 4 n -Y Project Address: date Yr, a%iLk coop-1-20� 4-o ��{ Qty 0 S 030 6 btr-4-00tl1 IDC.1fr riUI. OLUUML4n I -I44 7110.3U4.14 10 i As of January 1, 1999: Iu:T'1hvrtorc4CDJ,W."'A'Cf r:4'1u Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.I. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: Is a site plan included that indicates the distance of the proposed building or addition to Property other buildings, set back easements and utility easements? Yes No Not necessary for project 2 Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for pen nit issuance only", "Approv fa ,diawings only", "For permit issuance only" or similar language? Yes - No Not necessary for this project 3. Does the site plan include the location, including the distances to property lines, wells, (on subject property and adjacent properties), streams or water courses of the I.S.D.S (Individual e Disposal System) and has the system been designed, stamped and signed Colorado registered engineer? Yes No Not necessary for this project 4. Does the site plan indicate the location and direction of the State, County or private road accessin property? Yes i/ No Not necessary for this project 2 0cr-4-crxa oe. aor r RUl 1.oLUlryY.lOriro.0 210J040y Io t luivrar71Yyc,cD.3Jorrrcl 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steal in accordance with the uniform budding code or per stamped engineered design? Yes Y No Not necessary for this project 6. if the building is a pre-engineered structure, is there a stamped, signed engineered foundation for this building? Yes No Not necessary for this project 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project 8. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project Do the plans include design loads as required under the Uniform Building Code for roof snowloads„Ea minimum of 40 pounds per square foot in Garfield County)? Yes r No Not necessary for this project 10. Do the plans include design Toads as required for floor loads under the Uniform Building Code Secti 04 and Tables 23-A and 23-B? Yes No Not necessary for this project 11. Does the plan include a building section drawing indicating foundation, wall, floor and roof co n. Yes No Not necessary for this project 12. Is the wires and exposure design included in the plan? Yes No Not necessary for this project 13. Does the buil on drawing include size and spacing of floor joists, wall studs, ceiling joi f rafters or joists or trusses? Yes No Not necessary for this project 14. Does the buildin section drawing or other detail include the method of positive connecticolumns and beams? Yes No Not nernaary for this project 3 btr-4-[1181 ait:lar' ritEl.bUAa-tJ.rlNKLU 7(031:14,yt(Id I u:7riry aaregdasaurrre r r: b' 1YJ 15. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to' sting grade contours? Yes No Not necessary for this project 16. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase NEPA certification? Yes No Not necessary for this project 17. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No Not necessary for this project 18. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building d ? Yes ✓ No Not necessary for this project 19. Does the plan include a window schedule or other verification that windows provide natural liB "d ventilation for all habitable rooms? Yes ,/ No Not necessary for this project 20. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub endosu1 Larry specify safety glazing for these areas? Yes // No Not necessary for this project 21. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 22. Have all areas in the building been accurately identified for the intended use? (Occupancy as idenperilithe Uniform Building Code Table 5-A) Yes No Not necessary for this project 23. Does the plan indicate the quantity, form, use and storage of any hazard us materials that may be in use in this building? Yes No Not necessary for this project 4 Cr'1-CcGl CC 171- rRVI'1: 0.0.21-LY9Yci-R1,U 7 f19JCYJYf✓J I U: 71'1F7 f!F'CYC7JJtlF'YI'C r r: f' ltl 24. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project L-- 25. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for bothsexpP Yes No Not necessary for this project r 26. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project 27. Have tw 2) complete sets of construction drawings been submitted with the application? Yes No Not necessary for this project 28. Have you d fined or had this plan designed while considering building and other constru n code requirements? Yes No Not necessary for this project 29. Does the plan rately indicate what you intend to construct and what will receive a final insp on by the Garfield County Building Department? Yes No 30. Do you understand that approval for design and/or construction changes are required prior to plementation of these changes? Yes No 31. Do you understand that the Building Department will collect a "Plan Review" fee from you at the of application and that you will be required to pay the "Permit" fee as well as any "S tic System" fees required, at the time you pick up your building permit? Yes No 32. Are you aware that you are required to call for all inspections required under the Uniform Building Code uding approval on a final inspection prior to receiving a Certificate of Occup eyarfd occupancy of the building? Yes No 33. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the ", "General Contractor", "Contractor" or otherwise, signing the applicatio the party responsible for the project complying with the Uniform Codes? Yes No 5 JCr-y-CCtJ1 CIC: Cur rruni GLVVrLmNommw r1O,J M3M(C) Iw yrir,(UrC4cpaaurrrc r r:y'ltl *If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered 'Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered 'No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm 08/00 7 FROM :CCI FAX NO. :970-257-7453 Jun. de 0000 '] • -. i re CRONK CONSTRUCTION • INCORPORATED 1129.24- Road Grand Junction, 0021 Sts 070-245.0677, 970-2274453 (fax) June 22, 2005 TP1 Industrial 2471 River Road, Unit A Grand function, CO 81505 970-243-4642 (wk), 970-242-5330 (fax) Concerning: erection of steel structure for Lan W_as11_oroiect atikBeaue, CO: Garfield County building nermit #9274 The steel structure at the above referenced project was inspected by Tont A. Cronk (registered professional engineer - R.P.E.). The structure has been erected in accordance with the structural steel plans furnished by the manufacturer. Additionally, bolt tightness was tested and was found to be in accordance with industry standards. Please call if you have additional questions concerning this issue. Thank you. Thomas A. Crank, Colorado License No. 28322 6ena_ 7) 2'00s - Date PAGE 1 OF 1 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ,231V Permit No. 902.77 16114.a of a°em-— 'eget Gcreer-teec - % I have this day inspected this structure and these premises and found the following corrections needed: You are hereby notified that the above correction must be inspected before covering. When correction(s) have be - made, call for inspection at 970-384-5003. Date a/. Building Inspe r Phone (970) 945-8212 20 OS J No 99C/ C/ Job Address Owner/% C7' Contractor -- Address/ ING Assessor's Parcel N0 / — 02 Date /b-/ R-69` RMIT CARD Addr Se cks: ,, F nt e F/2IL/ .. /6-r Soils Test Footing Foundation t i 23 -o giant-- Grout iQ N Grout Underground Plumbing Nil Rough Plumbing Framing Insulation Rooting Drywall 4.,), — Gas Piping , M - Phone #/7/ Phone # RH LH Zoning INSPECTIONS NOTES Weatherproofing Mechanical Electrical Rough (State) (S Electri al Fina (State) ' Final Checklist Completed? Certificate Occupancy # Date Septic System # Date Final Other (continue on back) GE\EPAL \OTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED FOR THE LOADS AND CONDITIONS SHOWN ON THESE DRAWINGS. CONSULT B&C STEEL CORP. BEFORE ANY ALTERATION TO THE STRUCTURAL SYSTEM IS DONE OR REMOVAL OF ANY COMPONENT PARTS; OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS. B&C STEEL WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS THAT ARE NOT INDICATED. THIS METAL BUILDING IS DESIGNED IN ACCORDANCE WITH STANDARD PRACTICES WHICH ARE BASED UPON PERTINENT PROCEEDURE AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS & CODES: 1 THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN. FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2. AMFRICAN IRON h STFFI INSTITLITF• "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 3 AMFRICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE' AWS D1.1 4 METAL BUIL DING MANUFACTURER'S ASSOCIATION: "LOW RISE SYSTEM BUILDING MANUAL." MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD -FORMED SECTIONS) HAVE A MINIMUM YIELD POINT OF 50 KI Si. FOR FLANGE & WEB AS REQ'0. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS (WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 36 K.S.I. MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A-570. GRADE 55 WITH A MINIMUM YIELD POINT OF 55 K.S.I. .05.00.11 fir STRUCTURAL JOINTS WITH A.S. T. M. A-325 HIGH STRENGTH BOLTS WHERE INDICATED ON THE DRAWINGS SHALL BE ASSEMBLED & THE FASTENERS TIGHTENED IN ACCORDANCE _#. _ /� ��n ' WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11 - 13-85) UNLESS OTHERWISE NOTED `/V -VK' ALL STEEL MEMBERS EXCEPT BOLTS & FASTENERS SHALL RECIEVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER (UNLESS SPECIFIED OTHERWISE IN THE CONTRACT DOCUMENTS). 11 PESDO\SI3IEITIES Com' APPROVAL OF 8 & C STEEL CORPORATION DRAWINGS INDICATE THAT B & C STEEL CORP. CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. WHERE DISCREPANCIES EXIST BETWEEN THE B & C STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY B & C STEEL CORP. ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN B & C STEEL CORP. UNLESS SPECIFICALLY INDICATED. BUILDING LOADS / DESCRIPTION: ROOF PANELS: WIDTH: 40 LENGTH: 68 HEIGHT: 23 /23 (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). BUILDING LOCATION: BROKEN ARROW, OK THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY : IBC 00 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD: COLLATERAL LOAD: ROOF LIVE LOAD: ROOF SNOW LOAD: BASIC WIND SPEED: COLOR: NEED COLOR WALL PANELS: 2.5 PSF (ROOF PANELS & PURLINS) •� PSF 0 PS 40 PSF 90 MPH ,EXP C SEISMIC COEFF: • 58 P.O. BOX 1099 — SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 COLOR: NEED COLOR TRIM COLORS: GABLE: CORNER: EAVE: NEED COLOR NEED COLOR NEED COLOR FRAMED OPENINGS: GUTTER (IF APPLICABLE): DOWNSPOUTS (IF APPLICABLE)' LINER COLOR (IF APPLICABLE): CRANE INFO (IF APPLICABLE) CRANE TYPE: CRANE CAPACITY: IMPORTANCE FACTORS: WIND LOAD: SNOW LOAD: SEISMIC LOAD 1.00 1 .00 1.00 OTHER: COLOR: PARTITION COLOR (IF APPLICABLE): "" �I ly.1.F'.A L T; M(Yt n COLOR: GAL: ` (?t"t ACCESSORIES (IF ORDERED): X11;_U91NC ([))(jH''P'? 1' r,f�" ;rue FIELD COVI NO INSPECTION wrve)A'F HE!' RLI NS O►1 fnrt OTT' OESCR/T/OA!L 2 FIELD LOCATED 3o7oG SF WALKDOOR KITS — COLORED 2 DOOR CLOSER 2 PANIC DEVICE 6 FIELD LOCATED 4040 THERMAL SLIDER WINDOWS 6 12" CONTINUOUS RIDGE VENTS - COLORED 6 FIELD LOCATED 4' x 4' ADJUSTABLE LOUVERS - COLORED (REFER TO DRAWINGS FOR FACTORY LOCATED OPENINGS). PURCHASER: TPI. PROJECT: HANOVER COMPANY JOB NUMBER. 3319 5 1/2;" N Pr) O O PROJECT: HANOVER COMPANY 22.-4" O 22. B" O 22,_4" CC �5 1/2" N n X -Bracing to$ :L' I 1 C C B Ortekal4A7 0 0 a "o 0 e D D PI I 0t ^C i, \ n d B C _ 2 0 2 7 8 E E o 0 1 N ,e) 5 1/Z". X -Bracing N \ in 2'-0" 16'-0- I 4'-9 1/2" N n 5 1/2" 22'-4" 22'-B' 22'-4" O ANCHOR BOLT SETTING PLAN NOTE: Al Base Pates 0 100'-0" (U.N.) AUG 0 5 2004 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES 1. RUER TO SHEET A2 At u F RE00) FOR REACIIONS & DETAILS 2 DINEMStiVS AT OPEN/NCS ARE 70 FACE OF ANDS SEE DETAILS. J ANChi7R BOOS TO BE MT TO f IX IN LOCAA0 / & ELEI/ARON PROJECT: HANOVER COMPANY LOCATION BROKEN ARROW, OK W enet Y CC CC I\ PROJECT: HANOVER COMPANY LOCATION BROKEN ARROW, OK W enet Y BY: - BT DATE: 8/ 3/04 CK. DATE: JOB N' 3319 DWG #: Al RIGID FRAME REACTIONS (k ) ©2 3 DL + CL + LL 4.8 DL+CL+LL 4.8 20.2 20 2 DL + WL WL 3.8 I DL �wL 5.9 1.2 3.1 WL ENDWALL COLUMN REACTIONS(k ) MAXIMUM VERTICAL DL+CO+LL MAXIMUM VERTICAL DL+WL MAXIMUM HORIZONTAL DL+WL = 12.7 = 4.4 BRACING REACTIONS, PANEL SHEAR ± Reactions (k ) Panel ---Wall-- Col --Wind--- —Seismic— Shear Loc Line Line Horz Vert Horz Vert (Ib/ft) L—EW 1 F_SW C 2 ,3 2.9 2.8 2.7 2.5 R_EW 4 B_SW A 3 .2 2 9 2.8 2.7 2.5 101 60 NOTES FOR REACTIONS Building reactions are based cm the following building data: Width (ft) = 40.0 Length = 68.0 Lave Height (ft) = 23 0/23.0 Roof Slope (rise/12 ) = 3.0/ 3.0 Dead Load (psf ) = 222 5 Collateral Load (psf ) = 0.0 Live Load (psf ) = 0.0 Snow Load (psf ) = 40.0 Wind Speed (mph ) = 90 0 Wind Code = IBC 00 Exposure = C Closed/Open = C Importance — Wind = 1 00 Importance — Seismic = 1.00 Seismic Coeff (Fo*Ss) = 0.58 ANCHOR BOLT SUMMARY Ont Loc Dia Proj (in) (in) O 8 DJ 1/2' 2.50 O 24 EW 1/2' 2.50 O 16 RF 3/4' 3.00 1 12 STEEL LINE PERIMETER SHEETING NOTCH DETAIL OMIT AS SHOWN ON THE ANCHOR BOLT SETTING PLAN Dia= 1/2" 0 N N N 1 1/2' 8" 1 0 0 )1 1 ° ° 1 CO 2" 4 DETAIL A • w Dia= 1/2" w 1 1/2" DETAIL B 6" N CO 44 - 2" 2" SW Dia= 3/4" 8" T 010 222" See Plan DETAIL C SW Dia= 1/2" w c 0 0 rn OMIT NOTCH AT OPENING 8" N 1 1/2" DETAIL D T T \ L ° ° J N Dia= 1/2" OMIT NOTCH °a AT OPENING 3 1/2" a N See Plan DETAIL E 2 NI SW AUG 0 5 2004 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 BY: er DATE: B/ 3/04 CK: DATE: JOB # 3319 DWG #: A2 SPLICE BOLTS Splice Mark Quan Bolt Top/Bol/Int Type Dia Len Sp- I Sp- 2 4 4 0 A325 3/4" 2 1/4" 4 4 0 A325 3/4" 2 1/4" N./FLANGE BRACES: Both Sides(U.N.) FBxxA(1): xx=length(in) A - 2x2x3/16 PIECE WEB DEPTH MLMHtH SILL !Alia lint RF1-1 RF1-2 START/END 11.0/12.7 12.7/18 8 18.8/24.0 15.0/15 0 15.0/15.0 WEB PLAT THICK LENGTH OUTSIDE FLANGE WxTxLEN INSIDE FLANGE Wx Tx LEN 0.135 0 135 0.135 0.188 0.188 33.8 119.0 119.0 119.0 106 2 6x3/16"x266.9 6x 3/16"x 20.2 5x3/8" x225.2 6x3/8" x254.0 5x3/8" x221 4 7A — SBC F7_7 2'-0 9/16" Clearance +/- 40.-0" OUT -TO -OUT OF STEEL FRAME CROSS SECTION FOR FRAME LINE 2 3 AUG 0 5 2004 0 0 ©4EEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 A) . 3/4.0 12' $ hoAlr ra cs-c W of 2 0- 0 IA o F �� ci3 g e; 3 `o h -�N6,, 4v Q14411s ti cocananr BROKEN ARROW, OK <C W co a, Nc QI 4.1 W a cocananr BROKEN ARROW, OK BY: BT DATE: 8/ 3/04 CK. DATE: JOB # 3319 DWG # El 4" 4' 68'-0" OUT -TO -TUT OF STEEL • FIELD LOCATE (6) 4040 THERMAL SLIDER WINDOWS k P� 16'-0" SIDEWALL FRAMING ELEVATION ® FRAME LINE C 68'-0' OUT -TO -OUT OF STEEL 7® 22'-4' ® 22'-8' O a 22.-4' I6 E-1 E-1 E-1 NOU 0-6 C7 4 G-6 G-6 G-6 G-6 C-6 4'-0" NEM allal 8A-200 0 CI BA 12 � G-6 G-6 C7 G] _ WH -2 W --2- I< 0 G-6 I I G-6 I 3 _ 3 in I EC -3 FIELD LOCATE (6) 4'-0" r 4'-0" ADJUSTABLE COLORED LOUVERS I RFI -1 SIDEWALL FRAMING ELEVATION ® FRAME LINE A 4' e a I EC -1 FIELD LOCATE (2) 3070 SELF -FRAMING WALKDOORS (COLORED) w/1/2 GLASS PREP. & PANIC DEVICES & CLOSERS. CUNNtGIION PLATL6 FRAM LINE C & A 0 ID MARK 'ART 1 CCA -2A 2 DC -12 AUG 0 5 2004 .1 0 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 o L PROJECT' HANOVER COMPANY LOCATION..BROKEN ARROW, OK I NOU 01gh IP P ti - =1 W a PROJECT' HANOVER COMPANY LOCATION..BROKEN ARROW, OK BY: -BT DATE: 8/ J/04 CK. DATE: JOB #: 3319 DWG #: E2 BOLI IA&t FRAML UNEUNE 1 k ak a LOCATION ' QUAN TYPE DIA LENGTH ER -1 -ER -2 4 A325 3/4 2 1/4" Comer_Column 2 A.325 5/8" 1 3/4" Column 2 A325 3/4" 1 3/4" 3" 12 0 v a 40'-0" OUT -TO -OUT OF STEEL 20'-0" 20'-0" G-1 G-1 G-1 ,FG -1 FG -1 a rFG-1 L 3A-200 BA -12 H eJ I 3 EC -1 EC -2 G-3 16'-0" ENDWALL FRAMING ELEVATION © FRAME LINE 1 m 0 O 0 H EC -3 ±3 -0J 0 N 0 O a r "v 20'-0" 20'-0" RA -12 A7 I.i a ' ' 0 G-5 _ ERI 2 G-2 3] 0-1 6-1 G-1 G-1 j] 0-1 G-1 G-1 G-1 G-1 G-1 t BA -200 BA -12 T3 H EC -1 I EC -2 ENDWALL FRAMING ELEVATION ® FRAME LINE 4 LUNNLC IION VGA' ea FRAME UNE 1 & 4 C710 MARK PART 1 RCC -2 2 ZA-7 12 H EC -3 AUG 0 5 2004 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 L 'sa 1 h g Wp 0- o o x W 2 V i - P P tlptllN hi cocanan BROKEN ARROW, OK C<2 W co x i PROJECT. HANOVER COMPANY cocanan BROKEN ARROW, OK BY: BT DATE: 8/ 3/04 CK: DATE: Boa H 3319 DWG #: E3 o�0 • 68'-0" OUT -TO -OUT OF STEEL 0 22'-4" 22' 8" 0 22'-4" 0 N PURLIN LAP ROOF OPENING & CURB DETAIL r-1 3/4; S-1 3/4' ROOF FRAMING PLAN r-1 3/4; 3'-1 3/4' E-1 -200, BA -200 41 J FIELD LOCATED ROOF FRAMED OPENING WITH ROOF CURB. REFER TO DETAIL BELOW. (1) RIDGE CAP TRIM x 20i-6" & (6) 10'-0" COLORED RIDGE VENTS w/ SCREENS & DAMPERS ROOF SHEETING PANELS: 26 Ga. B NEED COLOR AUG 052004 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 by x0 td P-1(Typ) ZoccAnoN BROKEN ARROW, OK I I I P-2(Typ) I 1 I P-1(TYo) 1 ca E ER -1 " RF1-2 1 1 I 1 1 1 RF1-2 ER -2 1 1 1 1 I I 1 1 1 P-1(TYP) P-2(Typ) 1 P-1 gyp) I I I ER -2 ' /i CLIP: GCA I2A J7 1 7 ce ce r\Il `CLIP: GCA -2A 1ER-1 RF1-2 RF1-2 44" \.1 1 1 I I PURLIN LAP ROOF OPENING & CURB DETAIL r-1 3/4; S-1 3/4' ROOF FRAMING PLAN r-1 3/4; 3'-1 3/4' E-1 -200, BA -200 41 J FIELD LOCATED ROOF FRAMED OPENING WITH ROOF CURB. REFER TO DETAIL BELOW. (1) RIDGE CAP TRIM x 20i-6" & (6) 10'-0" COLORED RIDGE VENTS w/ SCREENS & DAMPERS ROOF SHEETING PANELS: 26 Ga. B NEED COLOR AUG 052004 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 by x0 td 0 2 ss x d m 0 1 N^ R N h ZoccAnoN BROKEN ARROW, OK W coQ. CC PROJECT. HANOVER COMPANY ZoccAnoN BROKEN ARROW, OK W coQ. BY: BT DATE: 8/ 3/04 CK• DATE: JOB #: 3319 DWG #: E4 EF -1 I I '&5' Ci p HL :A t cocanov BROKEN ARROW, OK Qvene.Q et CC 0 -.0 0 - 0 to 0 to o to HS -1 7 4 3 3 HS 31S-13 -1 HS -I 3H5-13 LL HS -1 Li 3 7 1 1 (6) FIELD LOCATED 4o4o LOUVERS_I (6) FIELD LOCATED 404o WINDOWS SIDEWALL SHEETING ELEVATION 0 FRAME LINE C PANELS: 26 Ga. B - NEED COLOR (2) FIELD LOCATED 3o7o DOORSJ Locus LipirtreM 1.44stik is 5itc. too3:311 EF -1 S�>r SI'LL L . ¶ P7 QA -2.414/ rkC uii ,UtK 0 n N SIDEWALL SHEETING ELEVATION 0 FRAME LINE A PANELS: 26 Ga. B - NEED COLOR AUG 0 5 2004 0 0 gg ©4CSGd 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 a “1/2e -,&.,.,,E,; ft INI Oad p HL :A t cocanov BROKEN ARROW, OK Qvene.Q et CC et PROJECT HANOVER COMPANY cocanov BROKEN ARROW, OK Qvene.Q et BY: BT DATE: 8/ 3/04 CK: DATE: JOB # 3319 DWG #: E5 o�0 U N N N N a m 0 m m HS -1 3 m N 4 U V • MA -3 CP"0 _rte N in CV N ED N N O ENDWALL SHEETING ELEVATION ® FRAME LINE 1 ENDWALL SHEETING ELEVATION ® FRAME LINE 4 PANELS: 26 Go. B - NEED COLOR PANELS: 26 Ga. B - NEED COLOR 0 U AUG 0 5 2004 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 W Pn WI W x W Wn i R g cocanonr BROKEN ARROW, OK C< W e U j a PROJECT. HANOVER COMPANY cocanonr BROKEN ARROW, OK BY: •- BT DATE: 8/ 3/04 CK: DATE: JOB N 3319 DWG E6 16" 16• 16" 16"9 SCREW$ PER PANE PURUN O , o 16 16 16 16 ETC. • SAVE STRUT USE: RA AT STANDARD GABLE DETAIL 1 t t t T T t—_T T T T T 1 1 1 T -12 USE: CH -100 AT CABLE EXTENSION DETAIL. (NOTE' RA 15 SHOWN) t t t PANEL TO RED IRON FASTENER SPACING FOR RCOF PMEL TO EAVE STRUT. • -12 OTEEL PANEL i0 REO IRON FASTENER SPACING FON WALL PANEL i0 645E NICIE #12 X 1 1/4" SOS. e T" (6' 12 X 1-1/4" SAS. TO REO 6 SCREWS PER PANEL 12 X 11/4" ROOF PURLIN 2535 N. 10th ST. GER NG, NE 69341 (308) 632-6188 (PANEL IRON) L- ,p,S_ to T T t t T T '? 14 X7/8" UNER PANELS E / (PANEL TO PANEL) PANEL TO RFD IRON FASTENER SPACING FOR WALL PANEL TO LAVE STRUT. `-r (gp ♦ PANEL TO RED IRON FASTENER SPACING FOR R0OF PANEL 10 PEW( PURUN. PANEL TO REO IRON FASTENER SPACING FOR END OF SOFFIT PANUS. BA -200 0 p ♦ SAG ANGLE - - - T? T T • +14 X 7/8" 3 SCREWS PER PANEL �_ �^ 'c 1 APE MASRC LAP TEX (ROOF ONLY) AFT; t I_� 1 PANEL TO RED IRON FASTENER T T SPACING FOR HL INTERMEDIATE PURUNS. GIRT SAG ANGLE FOR ENDWA115 TO AIIACH CIRi A5 REO'D AND i0 NEAREST 12 X(1 1// PURUN ABOVE 4.0.5' ENDWALL RAFTER 2) 1/2 X 1 1/4 A325 BOLTS NOTES. 1. FOR WAWA FRAVING tErnns REIN TO DETAIL Dg4M 2 FOR G&(E &¢9C/NC DETAILS REFER TO DEIN( DRAM J. 17E1D SLOT FLUSH MOUNT CiR1S FOR DOLE BRACING to J 11'P \ PANEL TO RED IRON FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. •' r • PANEL ID RED IRON FASTENER SPACING FOR ALL LOCATIONS Al UNER PANEL. IN SIDEIAP HETA&L PANEL i0 RED IRON FASTENER SPACING FOR All LOCATIONS AT PARTITION PANEL " PANEL TO RED IRON FASTENER SPACING FOR ALL INTFRLIEOLAIE 50M1 PURLINS. PANEL TO PANEL (STITCH SCREWS) FASTENER SPACING SAG ANGLE DETAIL A7 SECTION THRU ENDWALL RAFTER /yyE STRUT /�y� 1 1/2 X 1 1/4" A ZZ5 BOLTS SIDEWALL GIRT ENDWALL RAFTER 1 T (2)1/2" X 1 1/4" 'r (2)1/2"X 21 1/4•' ENDWALL COLUMN 1 1 I1- - - I He) 011 A325 BOLTS (TYP) CORNER COLUMN 'II • illi 111111111 0 O O \ \ ALL RAFTER L*„ipJ�I - - - - OO J ' ENDWALL COLUMN OOO 1 Y PROJECT. HANOVER COMPANY LOCAnoN BROKEN ARROW, OK " X 1 3/4"OLTS COLUMN GIRT SHEETING ANGLE: Z-7/ENDWALL Al ACiTO COLUMN S pS GIRT SEE ENDWALL DRAWING FOR BOLT DIA AND TYPE. B16 CORNER COLUMN TO EW RAFTER C6 ENDWALL GIRT TO COLUMN (ATTACH ONE NEAR BASE OF COLUMN ALSO). D25 WALL GIRTS TO CORNER COLUMN F20 ENDWALL RAFTER SPLICE © PEAK WITH CENTER ENDWALL COLUMN (8 1/2" X 1 1/4" '�lTFF'' CEE PURLINS (LAP A 25 BOLTS AT JL. BACK-TO-BACK) SEE ROOF FRAMING PLAN MAIN FRAME COLUMN (4)A13/2" X 1 1/4'• 25 BOLTS USE: RA -12 AT STANDARD GABLE DETAIL. USE: CH -100 AT GABLE EXTENSION DETAIL. (NOTE: RA -12 IS SHOWN) " FOR PURLIN LAP DIMENSION l 01 #12 X 1 1/4" 5 D.S. (2)1/2" X 1 1/4" IO SAVE STRUT A325 BOLTS 0 rO �l O I OLO 0 O -- _ _ O p JAMB OI � 0 ID QI I I ir__ \ �1 c - ° * _r = p00 REG/a)._`IA LEI • .Q •e• •Bo rO CSI FLANGE BRACE 2) 1/2" X 1 1/4" •,.Et • �'. MAIN FRAME RAFTER FLANGE BRACE (IF REQUIRED) REFER TO FRAME CROSS-SECTION 4325 BOLTS ENDWALL GIRT A• NI'� 107 ••• '+4i 1 �/‘ A BY: ST DATE: 8/ J/04 O O C REFER TO FRAME CROSS-SECTION NOTE: FIELD DRILL HOLES IN GIRTS RAFTER DETAIL •' t14' 11 Ff••••"•�• Gas LA\ f�ONAL E�= CK: DATE: FOR FLANGE BRACE ATTACHMENT NOTE: 15 SLIGHTLY DIFFERENT AT 1/2" BOLTS EAVE EXTENSION (Typ) PURLIN & FLANGE BRACE TO MAIN FRAME RAFTER H6 GIRT TO MAIN FRAME COLUMN 18 EAVE STRUT TO ENDWALL RAFTER ®GIRT TO JAMB AUG 0 5 2004 JOB #: 3319 �. DWG j/. D1 . 1/2" BOLTS COLUMN JAMB ' COLUMN 1/2 BOLTS JAMB 1/2^ BOLTS (TyP) GIRT GIRT SLOT IN WEB TO INSERT BRACE EYE COLUMN OR RAFTER WEB CABLE GRIP ON CABLE COLUMN OR RAFTER WEB ' I=11 'r STEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 �� II_. '-. t. II _ 1• lia-- BRACE EYE ����,. CABLE moi` HILLSIDE WASHER O 1 I� 1 I OOO I CLIP CABLE '� /J FLAT Oi g 2 • 1 GCA-2A EYEBOLT WASHER `��1� FG-1 FG-1 (GIRT) I 6CA-2A �//7Il/d7l//IIO�• NUT (GIRT) SECTION ELEVATION JAMB JAMB SECTION ELEVATION CABLE GRIP ON CABLE SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT £ Ci a¢i hick is, ~ _ i P N •i ca 0 COLUMN TO JAMB L6 JAMB TO GIRT4- Q DIAGONAL CABLE, BRACE EYE END 02 DIAGONAL CABLE, EYEBOLT END REFER TO ANCHOR BOLT PLAN FOR NOTCH SIZE SLOPE • ROOF PANEL PMT OF / D PBOX 1:12 2 9/16 "A" ' PPAASTNPEAK BENDDDOWGE N 90 DEC.' 3 3/16 TO SEAL OFF OPENING BETWEEN RIDGE 2:12 CAP & PEM BOX. FASTEN WITH SCREWS 3:12 3 3/4" TRIM: RC-1 OR POP RIVETS. INSIDE CLOSURE 4:12 4 5/16 \ INSIDE CLOSURE (RIDGE CAP) WALL PANEL #12 X 1 1/4" S.D.S. BASE ANGLE 2 • r #12 X 1 1/4" SDS _ ROOF SHEET .�� 90 GUTTER) (or GUTTER - CP-1 BEHIND GABLE TRIM ML _ PMlEL ��� �, EAVE STRUT BEHIND & EAVE GABLEBE EAVE •A• TRIM. �� /.��- 2� Itll \ \ FOUNDATION (BY OTHERS) TRIM. EF 1 #12 X 1 1 4" 5. / �';' #14.7/6" SDS DIMENSION EXTEND GABLE PLASHING PAST SAVE FLASHING THEN CUT CABLE FLASHING BACK TO EAVE FLASHING LEAVING TOP PORTION OF GABLE " - /••--: W V L) PROJECT HANOVER COMPANY LocnnoN BROKEN ARROW, OK CONCRETE ((FASTENER OTHERS). FLASHING TO COVER ROOF PANEL DIMENSION T GABLE FLASHING PEAK BOX (MA- ) PANELBAY SEON DWG: A2. OUTSIDE CLOSURE WALL SHEET NOTCH BOTTOM LEG ONLY OF CABLE FLASHING BACK (APPROX. 1•) TO EAVE FLASHING RELD CUT BOTTOM LEC OF NOTE: RIDGE CAP AT APEX . AND CONCRETE SECTION THRU WALL ALL PPAANNEEL LN F• EAVE TRIM DETAIL BOTTOM LEC OF EAVE FLASHING MUST BE NOTCHED SIMILARLY. CP-1 CORNER PIECE DETAIL PEAK BOX (APEX) DETAIL REFER TO SHEETING PLANS FOR START DIMENSION MATCH SIDEWALL SHEETS • #14 X 7/8" SD5 TAPE MASTIC TRIM: RC- I ENDWALL 5. I 1 1 #12 x 1 1/4" SD or POP-RIVET GF-1 NS-2 4_Y #14SX 7/8" SHEET I L (SEE PLANS) TAPE MASTIC ROOF SHEET ____..44" IIt ROOF SHEET I �� I S D.S. , N 14X 7/8" SD5 1 T RA 12 M`'� 1 OPENING ��y� I #14X 7/8" SDS L L p12 X 1 1/4" 'S.D #12 X 1 1/4" OUTSIDE —� N` 5 S.D.S. CLOSURE M = pD0•REC/B 12 X 1 1/ . 0.5 ■laa r. -- — --- SIDEWALL SHEET ET �� �• OQ •.• ••Ie 1) S� BO�'.9F'017 `' 14 X 7/8" x.0.5. __- - - TRIM: CF- WJF- 1 }1L'/ ;y OUTSIDE CLOSURE PURLIN - - - PEAK PURLIN • REFER TO SHEETING PLANS FOR START DIMENSION. IF NO RT SHEETING ATLON THEN STEEL 7 FIELD TRIM SHEET ® OPENING 71 7s ; As REO'D 1 107 e i• F•••••••'• •G\ - BY: - BT DATE: 8/ 304 CK: DATE: WALL SHEET LINE STANDARD GABLE DETAIL RIDGE DETAIL OUTSIDE CORNER DETAIL JAMB TRIM DETAIL AUG 0 5 JOB // 3319 2004 a DWG #: D2 L. OPENING WALL SHEET #12 X 1 1/4" SDS INSIDE CLOSURE TRIM: H5-1 HEADER TRIM DETAIL ENDWALL RAFTER CLIP: RGC-2 1/2" BOLTS (Typ) GIRT ENDWALL GIRT TO ENDWALL RAFTER RIDGE VENT (ACTUAL SIZE It SHAPE MAY VARY FROM' WHAT IS 4HOWN) #14 X 7/8" ROOF SHEET S.D.S. TAPE MASTIC #12 X 1 1/4" OUTSIDE S.D.S. CLOSURE PEAK PURLIN RIDGE VENT DETAIL AUG 0 5 2004 0 0 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 0 ,F� C LiC< o 0 c m g o 1 O P H LOCATION BROKEN ARROW, OK PURCHASER T.P.I. o ki z Nc LOCATION BROKEN ARROW, OK BY: •- BT CK: DATE: 8/ 3/04 DATE: JOB N 3319 DWG #: D3 EQUIPMENT LEGEND 01 FLASH TANK SKID #1 APPROX 900 SIZE 9'W .TDA -8 L A O REGEN SKID 12 �� T APPROX 51(10 SIZE 7- H - - - �A 1 12'16 • 30'L YCC I APPROK BUILDING SIZE I SLUG i BUILDING 13 1 40'W . 681. 23H I GTCEER O HMO EXPANSION TANK SKID N3 . ® 0o �� / 3 O m � L _ B P2 ••.A N4T21'431 - 105330' X C x a' APPROX SKID 512E W . 251 �d AMINE PUMPtSKID 14 1 1 1 ❑00 1 1 1 1 1 4 APPROX s 10 511E SKID #5 o 1 1 on ® 1 1 5•TEGGR09 SKID SIZE O J 6 ASW ..58 �31 � g 1 _ l O O AMINE CONTACTOR T-501 V 1 ■ I y 1 I CI d" 1 1 1 1 1 n —L o 0 y 2 SUMP L L N. PIPE RACK ■ „ 0S 0 V Ci,(f A O GLYCOL CONTACTOR T-503 O TREATED GAS SCRUBBER V-403 O AMINE COOLER A-301 10 REFLUX COOLER A-302 O HMO HEATER SKID 14 1S CO2 VENT STACK ST -901 4 59 10 GATE r � 41. T CIL 0 • ryy EXISTING ROAD ' 25 i4 INLET/TREATED GAS EXCHANGER E -201e p 1 1 1 1 1 1 1 ,e" li 1 1 p 47: �rv01 C 15 AMINE STILL T-502 16 AMINE REBOILER E-203 17 INLET GAS FILTER/COALESCER F-402 18 FUEL GAS SKID APPROX 5100 51ZE 6b . 25'L 19 CO2 VENT KO DRUM V-412 I- I\ _�� H —__h _ SfctjTH —__ '161.17‘, s GHe, v\ Lk S� 0.pe� E I I I E I I 1 I I I I I 20 AMINE RUNDOWN TANK TK -804 e TEG RUNDOWN TANK TK -805 22 WASTE DRAIN TANK TK -806 23 AMINE STORAGE TANK TK -801 I I \ / L I I I L — _L - J — — F / F 24 DEMINERALIZED WATER TANK TK -802A 25 DEMINERALIZED WATER TANK TK -8028 O NR COMPRESSOR SKID O NR RECEIVER `7 S REVISED APPROVED FOR CONSTRUCTION DESTROY ALL PREVIOUS CORE AUG -26-2004 G TOLERANCES THIS PROPERTY OFDRAWING HMIOVER rHE RXsraly ENCANA GATHERING SERVICES USED FOR ANI PURPOSE AND 15 NOT TO BE THE HANOVER LOGAN WASH PLANT - 165 GPM AMINE UNIT G Thu THAN THAT COMPANY OVERALL PLOT PLAN FOR WHICH IT IS SPECIFICALLY FURNISHED FRaa 6y menva Nee. 20:14-7.55an a\W Vu' -I0no Enema a anti Sawa \ Boehm \1tl Rat\ 3 2 MO AIR mliR. REIMER. m CUTS 21/8' ANGLES ±l/2 PING Nwu 6/26/04 HDV, 1p WELD ASSY 21/4' 1 RE SED TO ALO EGU1NEM 7/26/04 HDA 110.4 06G NUMBER OESCRIFMON REV DESCRIPTKIN DATE BY DK REFERENCE DRAWINGS aIONS 4 5 6 7 11.16-10818414•42-101.4. 1 8 20602 E 61.1 STREET Broken Arrow. Oklahoma 74014 (918) 251-8571 9 S*N MTS MPIWV.L9 ux[ .0 REM) DASHMORE 7/1/04 61WR1Na 111 10 REV US -101815 -01 -BA -02-101 OF 2 10 A B C D E F G 2 3 4 5 6 8 9 10 88 1000-.103 SCALE WINE AP FROORVED CONSTRUCTION 8-24-04 TOLERANCES AP•ROVED HP COAST 8 -2N -0N DT 080 NUMBER DESCRIPTION DESCRIPTION DATE DY CK REFERENCE DRAWINGS CUTS t1/8' ANGLES t1/2' WELD ASSY. tI/9' MI5 DRAWING IS THE PROPERTY OF HANOVER AND 15 NOT TO BE USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH R IS SPECIFICALLY FURNISHED. Nisi N. W+.d M ffi ADI - TI4Sm IY I¢ITYCN#Ilya I! THE HANOVER COMPANY 20802 E !IC STREET Br Akan Arrow. Oklahoma 74014 (918) 251-0.571 ¢+mmn+ ENCANA GA HERING SERVICES 165 GPM AMINE UNIT TIRE FOUNDATION DETAILS AMINE BUILDING MAYA MTE D WOO. 8-17-04 opPRIAIED sou ITC RACED NOTED flil! M'S*E AO US -101815 -01 -BA -06-115A 0 'kazoos/Is Df Fa Ma Spas\M....Vemrn.\ 3 4 5 6 7 8 9 1 10 11 W z TOD 69l-6" ID wan in' oa An (DT) IEP -7 1/7' C/C HIES TTP EON i65 11-10 opt 16'-7 1/2. C/C PIES TR ®IN 16 IT In' C/C PIIS TT eJM 5m 16-7 I/2' c/c REES TIP 8074 SOB 10 1/r rA NE LL er-r A[m SKID 12 aIINE 8 10 3/4' YY A AE PUG I-502 & 1-20I SUPPORT IVIS PER 0 IJS-IO1915-01{6105 71P STEMWNI CROSS SECDON DEMI 1n. SAO SLEEPER 11.1TOR mnwnas SEE AB 0L111815 -01-&-a1-111 CE 1 Vs' 90T1m MOLES 190 N 6 1 1/B' ITT 1/2' Mal OH 011 NlNOM NOTE: u9 V: DI an on_ rm ALL REM Tpaa&TEI6 PT 9L SLEEPER FLOOR P0C1l.,OI6 SLE AF OS -101815-01416-%6-I14 E 10 3/4 9]131 RE 9107' m-0'* — RW INa qE MIR CORES NOTE! SEE DWG US -101815 -0I -DA -06-100 (PILE LDC DWG) FOR ELEVATION AND COORDINATE REFERENCE POINT — TYP. PILING TO FOUNDATION DETAIL SCALE 1' = 1'-0 Nx STEEL IR • Nr -r FOUNDATRIN PLM WEW SONE Ur - r-0' • 11 28322 S Fria ::7014A1- A- ER IQR103 La's (-9 Vi f[pME0ER SHEETING NOTA( DFTNL 'A' on WAY u WOG a00 arras SLYE Io[ TAPERED CODA SECTION DFTNL 13' TRP 2-R Sr//E IOC TOLERANCES APPROVED TOR 061 8-24-04 ST 0A NIG UMBER ¢VII6-Klass BEr OYIFIN Snia•AbylwaVoiddeRA 3 OEBCTOn REV OFSCPIPIOII REFERENCE DRAWINGS 4 1 R OA BY 6 N CUTS LI/B' ANGLES E1/2' VELD ASSY. ±1/4' MIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO 0E USED FOR AN/ PURPOSE OTHER THAN TINT FOR WHICH IT IS SPECIFICALLY FURNISHED. WM 61 db/00 M 1t 2m4 114686 RE 115-66BgHa}11546 5 7 8 COMPANY 20602 E BUR STREET Broken Mw, Oklahoma 74014 (0,8) 251-5571 9 APPROVED P FOR ED CONSTRUCTION 8-24-04 ENCAGATHERING GSERVICES16GM AN FOUNDATION DETAILS AMINE BUILDING D TAYLOR DATEI' 5-17-04 I 0 LEAL NOIED 6ao 1107610 US -101815 -01 -BA -06-1158 10 1 11 i -a A B c D E G 10 11 • 6! 3" 4• l ]r-0" O' C 22-° I c Al I r 2 • --. � 11,r IF 4x-0. I I YFI M 0. rI , i M-1 4. -PL [ 1 I/r . 1 1/r 11/r 1 (n . 8 NAM 1R' n4'Kr I .— WEE TF RI � 1/r rK RI 11 ragg •� I 1 IAL IZ ~.1 JWEI Hu J/f. WOLF AB -1 RIR RIA _ S-2 RATE RIM NI-] RIR mAE 11 -R II °1 F II V 1 I �T111111x1 I 11 'l M: llll II 241 NI .1111 II I I ---111: ;; 9n -11Y 1 SM_1,5E I I II II Y£ AB RAA WO DETAIL . -1 m C RLE ^ RET BONDI "AB -1" Eft ff AB -2 TM RAR RLL L LB�1 DETAIL "A8-2" 9F AB -3 wrt RTAI A1Ra] �. DETAIL "AB � YA TM -3- I 1 1 II 11 II 11 ler, (s) r1 Wla Ria ALED 14) is e AB -3 49'] I I 1 AB 1 AB -3 1-R N-1 4-R 1-R P-0. .-R •'R I ^ -2 • • .• I ll' -0' TI'J. 12-0' I• C 1 el Y 'F • I APPROVED "' ' ' "' ' ''' 233 .. i CONSTRUCTION 8-24-04 C� TOLERANCES OSS IS THE •'• ! ENCANA GATHERING SERVICES pROp TO J3,\nh.F i 165 GPM AMINE UNIT CUTS 11/8' E1/2 u4D IS NOT BE'.1] USED FOR ANI PURPOSE OTHER THAN THAT \ 0.�• ��%`` `F41 - � '�'' ' FOUNDATION DETAILS ANGLES FOR WHICH R 15 1 • I • ��`��,. AMINE BUILDING VELD ASSY. We SPECIFMNLr FURNISHED ,Ne r.. • 1n Pm'o 0 NMRBJED FOR EMT a -z4-04 OT xBA IOW y 44/. 20602 E B,n 5111EET D. TA a -1T -a L G lfK I NOTED fJYG NUMBER 1 BEINGS NY1 REV. fIESCWIPf.R1 DA BY CR Jul PS. EOT - 114R•n TN BW� Mo". EYbAmw 774 (s,e) xv-esn •p -06-115C Ip R0 0 REFERENCE DRAWINGS ONS 44-141115-0146-61-111.14 US -1011315 -01 -BA 4V1eYa-1OYA FM Dawe E.v\o.waVw+�\ 3 4 1 5 1 6 1 ( 10 D E F 10 a w-401 • S qA Y• r -T M VA • 1e .. 41-4RR4 wyOJ - i K FID M II Y Pc"" 1R-401 (7 -Ft MO/ w-01 (S -M1 961 13 OW M II , w-01 p`I_y__y__f_y__y__I._y__y_f_-l__f_0 y__#__I._.1__i__y._-1__;__I._.1_ _ ;-4:1 4�4••_F._y__f_-1�_y__ -_r- f__F_y__f__H 1* -1---1----1- f_y-_+__f-:y__+-_y_y_�1•v -C-7--I--C-7--r--c-7"L _C _L__I__S__L_-I__2_'L_7__I __C_r-_1_1-C_7__I__r t_-_ _ 2__C_7_I__C_7__I__ _7__I__C-7- I__C 7__I__C_7_ •�' _ _�_r_ �_�_ r r_� _7__r �__r 1111 lU 1111 r 1- 1 T__�_�_��- L__l_J_ 1_ L -J 1 L J 1 L_J__J__L _J__1 _L_ �__r__ r_,__I__L_J__1__L_J__ !-J__1__L_J__ J__1 L_J__1_ L_J__1 r 1 -I 1_ �_1__r__r ��__r_ r_�__T 1 I I I r --r r r- 1 I 1 1 1 1 1-- 1L, IIII 1111-. 4M 1III-402. 14-41 I III 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 111111101111111111 1 1_ 1 1 1 1 1 1 1 1 1 1 1 1 J_1 1 1 1 1 1 1 1 1 1 1 1H+r r- 1 1 1 1 1 rns ITn1 Int 1L1 T -r- I L I I 1 1- 1 1 1 7 T I1 1 1 0__1__1 I L__1__J__L- 1_- 1 1 1 T r-1- 1 I I 1 7--r 1 I 1 1 I 1 1 1 1 1 1 I I I I r I 1 1 1 1 1 I 7 r T T 1 1 1 1 1 1 1 1 1 �) I 1 1 1 1 1 1 1 T r l T r 1 1 1 1 1 1 1 I 1 1 I 1 I 1 L I I 7 r 1 T r 1 1 1 1 1 1 I I 1 1 I nrr 1111' 1(1 TM FLOOR PENNEf(Nll(RI DETAIL It SECT. 'D -D 111 1 irl 1111 1 1 1 1 1 I I 1 1 I I 1 1 1 I 1 L 1 I 1 1 1 1 1 1 I 1 r--r-1__.T__ r_ 1__ T__r_1__ 1 __r_1__r 4 184-03 r -1 r r 1 I -��1 ' 1 1 N__r____T__r_�_�__r 1 1 1 1 1 1 1 1 I 4 I 1 1 1 1 1 1 1 1 __,__T.__r_1rr 1_ 1 1 1 1 1 1 1 1 1 1 L 1 I rt r1_ r_I _1r_ 1 1 1 1 1 1 r� r '1111 11111 1 1 1 1 r1Yr ��� 11j III spa r-14 r IIIJ 1111 1111 +N ilii Tn 1 1 1 1ti_ JL 1 1 1 1 1 1 L'. - 1 1 1 1 1 __ I 1 1 1 1 1 1 1 i i • 1 _p JI__1__L 1 1 I 1 1 0 1 _ __I__y__r__r_y L__r_,I__ __r__ i 1 I I L 1 1i 1 I 1 1 1 I 1 1 r ¢F (f.) I 1 1 �__Lr_____r_Y__r 1 1 T r I I 1 I 1 1 1 1 1 1 I 1 _I 1 r __J__1__i _1__1__1L{}-�1 1 1 1 1 1 1 LI __y__r__r_y__f__f_J_ _ I I I 1 I 1 1 I I I r 1 __L J__1__r__J__i __L_ J 101 1 1 1 1 1 __r_y __r__r_y__r__r_y 1 I 1 L 1 I 1 1 1 11111 1111 H14 flTr/ w -01(, -rt u`vER. BOM OV+1 84-03 (Sd BI•bOI DMS) 1111 I III 111 1 1111 1 1 1 1 L__6__1__1__r 1 I .-- r 1 I 1 I r 1 1 1 1 .... 1 1 1 1 1 1 1 1 1 1 I 1-__�_-+__L_J__}__F._J_-1_- d/r ' , I 1 I I I I 1--r-+--r-- 1 r I 1 I 1 I 1 1 I I 1 1__L____+__L_+-+_-1 I 1 r--r----l--r--I--T--r 1 1 T I I 1 1 1 1 1 I I I 1 1 i 1 1 1 O I 1 1 1 1 1 1 1 __ J__}__L_J__}__L_ J_ I I 1 1 1 ---1--r--r-'I--r--r-7- 1 1 1 1 1 I 1 O 1 1 1 1 1 1 1 I -_L_J__+__r-J__+__L_H I I11 _i___I � -1 T r 11111 1 1 1 1 1 1 1 11111 Lilt, IIII) H+L IIII RP I II I In L__L_ J__1 I 1 1 1 JLL1L_J__I __L -1�1 1 1 1 1 1 1 r 1 ♦ J 1 I 1 1 I 1 1 1 I 1 - 1_L1__L_ I I 1 1 __1__L 1 1 1 I 1 1 1 1 1 __J__1__L_J_ 1__L_J_ 1 1 I 1 I 1 1 I I 1 1 1 __L_J__L__r_J__L__L_J 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1111 ul IILI Irryn I I 1 1 1 1 1 1 I 1 I 1 , 1 1 L__L_J__1__L__ I__1__ 1 L_J__I__I J__1__L_J_ 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 I 1 I I 1 I 1 __L_J__1__L_J__ 1__L_J_ 1__ I_y__1__L_J__1__L 1 i__..•Htr 1111 __J__1__L_J__1__L_ _I 111 I ..11 I 1 1111 v • 1 11 I ! r _ --i --1-- r -r--� -..--4- L + j11•.. A� .11 >_■ •'4Jrl it 11 F---+__F_1__i__i - I--+--1 -i--i---I--;_ - 1 1 I 1 1 1 1 1 1 I 1 1 1 1 I I I t 1 1 1 II81I111i1 I 1111 1 P, ID 4.. q 3/C I * A y i II_J___L_J__1__L_J__1__L_J__+__L rl 1I U 1 11 H ;_-�--r 1 T r 1 T 1 r r -1 1 r 1 r r 1 r 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 y 1 I 1 1 1 1 SLOPE MA10 Re COM WHIM I/:WM 1 1 1 1 I 1 I 1 I I 1 1 I r-,_-7__r____1__r_1 BW CRUM 41/0810. 1049E RCM 4MM r__1__ __r__1-_1__r__r_ 1 1 1 1 RIP DEM IW ER. -IIx 1 1 I I 1 1 1 L__11__1__L_J__1__L_J NOTE: 1411 or Mwm 10110 L__I-_J--L_ _I_-J_-L_J 1 I _ - O 1 _L_J__ ' r 1 T r i 1 1 1 T r 1 T r---11 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 111411131111 I 1__ L_ J__ 1__ L_ J__ 1__ L_J-_1__L-J_ 1 1 1 I 1 1 1 I 1 1 1 +-r--I--T--r- O ;- 1 I -1---I 1 1 1 1 1 1 I 1 I I 1 1 1 1 I 1 I __r_1__G I 1 1 1 1 1 I 1 1 __L___1__L_�__1-_L_J__J 1 1 1 1 1 1 1 1 1111 ntri Ilii 1J1L, 1111 1 111 H+F I-• II II 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 wy� 11111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I _y__}__r_y_ 1 I I I 1 1 I I 1 1 __r_1__;__1-_,__;__I__y__y II11 1 111 n r_1___r_�__}__F_y I! +__r__I__y__r__I 1 1 1 I 1 1 1T\\ 1 1 I 1 1 1 r_y__;__r_y__;__r_1__H__ 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 nrr 1 111 ]' _ 1/2' 1 1 U 1 1 1 I I J I 1 I 1 L J J. lr J 1 I I 1 I I 1 L I I I T r 1 I I I 1 I I r 1 I r I I I 1 1 J 1 L I 1 L I I I 1 III I I I I I 1 I I I I I 1 1 1 1 1 1 1 1 1 1 L 1 J 1 1 1 I I 1 I 1 1 103 1 1 I 1 1110 1 1 1 1 RA ' ' I/Y OR M. II F-1•__+__F_y__1-_L_J__Y__r_y__}__F_y__+__L_J__+__L_J__}__f- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -L_-1-_+__L_.1__+__F_�__1__L_J__+__L_�� 1 1 1 __F_J__+__L_�_ 1111 tiF 1 w-, /� LL L ~ A JJJ I 1 I 1 1 I 1 1 1 1 1 1 I 1 1 I I 1 1 1 1 I �1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 11111- „' 1111 ..' 1 11 II______3____________-_-__1 41 I 1 1 1 1 1 1 1 I 1 1 1 1 1 r1rrrr1rrITr� Tr,1 ,T r 1 1 1 1 1 1 1 1 1 1 I I I I I I I I __0_____1-___-L- r _r_,rr_,rr_,rr_, 1 1 I 1 I I I I I 03031 1031LJ I I I I I 1 0310 J1_L _J__J 1 1111 1111 LI+L OISE 'Cr1 "0I • 1d MI I I 11 11 1 1 1 1 1 I 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 I 1 1 1 L_ I 1 r-~--r--E'-l--Y--r--1--7--r--1--T--r-'1-'r--L -y---I---1--7--r- 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 I _J 1 J J.1 1 1 JI O -r--1--Y--r-r-T--r-r I I 1 1 I 1 1 I 1 I 1 I 1 1 I I 1 I 1 I 1 I I I 1 -+--r-y--T --r-r 1 1 1 1 I 1 I I 1 1 I 1 I 1 _ J1 Ji _ J__1__L_ J_ O I I I 1 I I 1 1 1 1 I 1 1 1 1 11111 --r-�--*--r-7--r--r--1--1 Ir 1 1 I 1 1 I 1 1 1 J1 ' nr 1111 : 1-�'�, p I 1 1 wool/sm 1 BEJ Ft * u II i 1 I i I r 1 L i I I I 1 r 1 r 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 1 I 1 1 1 1 1 1 FIL II w-.ol } + +a II H i__ 1 1 1 1 I I I I _ii _�_ 1 _Tf_; H+f 11 1 w-031/80 1 1 1 I 1 I 1 1 I- 1 1 1 I I__ 1 I I 1 L 1 I I 1 I 1 1 1��_i��-; 1 1 1 I 1 I 1 1 �. 4 1 In III 1 r__ __ 7__ r____ 1__L _I__1_ L. I__ _r_ f__ T__r_, r_,__'__r_ 1__ 11 1 1 l 1 I 1 1 1 1 L L J 1 J J J. L. J_ J 1 L J 1 L 1 _L _1 i_ I_ 1 _ 1__1¢_r_i__T__L_,__ _L J + L J 1 L_J 1 L J + L J Y L J nrr U.I.-7__I__C_7__I__C_7__I__C_ - ME-_ �••��-�������'��r"��''' _�/ ,a JC_ I__C_ 7__I__C_J__I--C_7_I__1- 7__I__C_7__I__C_7__I--7_ I_ _;MANY. L C ] L__C_7__L_ r_7_ I_ r_ L ____ ��..•• .4,-I__C_ i -y __f __I__y__f__F-_y__f__I__y__F�_� -f_�_--: �_-1_-+--f-•y--y--f_1 + I---1--+--1-4-1--4--1---1:-. _ 2 �Y-_����T 8-I_ ♦'_+ - 4aisPI • Y11a 10110 111111 -. a l/( a J/t y'll w-MI(,A 4 IR -101 0-11. MI 51 SAL 0 13TH 1 .4r -sr ®IH '..a q1 �J1. 3 3/4 w -4a1. ��1 i/�Nyl� i SFCTNW VFW 'A -A' EKY re -r REGAN LAYOUT PLA My TOLERANCES APPROVED an FEW D, ND DWG NUMBER DESCRIPTION REV OESCRIPIW DA BY CK 1AW falb-gl•o DIY 6•WY4 yIaY6wyVwJba1 REFERENCE DRAWINGS 4 R IONS 5 6 CUTS ANGLES 11/2' VELD ASSY. 41/4 0 MIS DRAWING IS THE PROPERTY OF RANOVER AND 15 NOT TO BE USED FOR ANY PURPOSE OTHER THNI THAT FDR WHICH IT 15 SPECIFICALLY FURNISHED. EMS ins — I 34 E•11 - 114601 R8 -1011116-0r11-1151.1 1 (1 1) T 6 2L•. 2832? i k IQ -1 8 2?r+ •c 0 103 AC APPROVED CONSTRR UCTION 8-24-w A B C D C11 ':.:"'"" ENCANA GATHERING SERVICES 165 GPM AMINE UNIT FOUNDATION DETAILS AMINE BUILDING 20602 E Dlrt STREET Brake, Arrow. 041o4oma ]bl♦ M (918) 291-6371 U` 9 10 11 E F A B c D E F G 1 2 1 3 1 4 1 5 1 6 7 6 9 1 10 1 11 r-0 00 IS -1 (6-71. TO) 184-3 (0 -PL 119) 1/2• 1R EW J11 2.00.1/4'WL 1R. R4 LG A -5L9 W E0 13 1/0. 00 • 1/i RN RT 6-36 OR m NOL. 1/4•V \E 011 sFrnON VIEW 13-8' 14Y 911-1151/1 113-0 (4-R 109) DC KW FON 9p MOM 9111118 NA 3• SUP MAP 5m FPC 12 ROW -4194 ECM ID rld 16-400) 111186-'11; FM IP�lil'ul 111 E P41111w�.l01 0111E 111110 11211111111.511 n1n_r,i:iI 1 4 •• 3w' r.C.I /23 ow 9W CRAM 2-3 1/3.90 t1 13/f. 3 • /4- MG OWL PLAN 6(9 'C -C' All -1 (4-0.1W ) 9v wr 19Y[ WYE now 10 TOP a 986 00w 9w IDEATED 4 0/4' ®01 190 9I COPAL MO* IB -3 (2 -PL Too) ¢REl4L NOTES. 1 A-90.1 BEND RADIUS - R - 30 ( 11 MID SYW_ ER ) LT A-BJBEND RADIUS - R - W ( 4ALN TRW 1 • ) 0 A �C 0 I--- e --I 0 -1_ -0-1 0 0 921 x0 PLOD SwvE No 016(06040 9 D LENGTH OCR TOTA1 LENGTH 401 I1 164 1834' 402 14 26 1797' 403 16 49 1733' 601 16 609 16 559' 031 11 10 60.-1r A B 802 16 10 W-1 3/4' 16 DEW. 901 M-2 1/3 24 SEE KVL A9-3 I/2' DMA. 1/2' 9E SEDBMI TOTAL MATERIAL REQUIRED 0l& ASA LEL ]f& 96111 EMAIL !OLE 3p S7. SAL BEA UL 2201131011 10.X(50 MOUE 4301491 n MS RCOR COME. wm P9 e T 0405 WE 0310101.0016903) MS 0/1194-9464 10300106 0011 X001 PAR 3/4'0 . 1.-3 Ur I1 6/ 1 MR two Ln. 151 WI 1 (1) 8690 M0(6 PLR 1/1. . 1-1 IK IL 6/ . PCS Win 1w. (5) 1X15 a (I) 8690 06004 HIM 1/11. 0.10 Oma 0704 8/ (A ICS AG 91 6/ 9r Put 4034 WOE ROA RAE r . r . 5A• INC 1/ 7/04101 061E 86.1. 1/1601/ WEN WE RAIL / • 5. 1/P 310 8/ 5/r. 10E Kw M 1p91 lot 400 RNA r 186 ML 1 3/. . 1 3/4' • 1/.• 1-4' 1G 0/4' . 0.9-M9011Wa 11Y1 n REM) 04106486... 11/0.R( TM 1a 3/4' 5040 PR PIILJv_ FOUNDATION SIDE R DAMON MEW YTW WO AMA M( 39NW T-0. 0A SAP MEM 54-35 16-35 54-35 0 m A-30 0-34 A-.1 AiI5-0 H15-0 HO -0 hd15-60 A-1 0;15-0 am (0419) ,at.? /806 SS L NOTES FOR CONCRETE 1 REVAI10115 9ON .' TOMATO' CCM. *01W5 WE 'MGR IM ME *0166 TO /6W17R 09G0 GRADE 2. 06009.00 11 94131 41 N 6CNRDME WN 063. LAM 0310( J a16(PWIp WS EMI 9w.a60 4 AIL 850 043. ORD ( SMALL a BOO CON 5 OW0R ML MAO OLS 3/4. 145 6 W06N5414111E5 CO ROT MICE 9193. EMS 106001 ETC. 7 BANTU SKILL S /PRAM GAMM WWD&4L NET Q IN 03 9541 15 IMIWRS.' *NTT N NW Wil 059 O 952 Cr maim BW COM NA 1511-0-15.57 Dam Na2COW CDODE 90( HAT A Lwow 30 DLV P(1*8 SIAM(130 OF 4005 P9 NO 9WL BE TMT 1061 MESS MRD 0160tHITS AL 06 3130 SOU BE 3' DEM MOM AL AOS NO 91003 APPROVED CONSTRUCTION 8-24-04 C 4 TOLERANCES OWG MUM9[R DESCRIPTION REFERENCE DRAWINGS 4WN\1¢10165 Dow. mow." 36.1-4\N4M1VAYNi\ 1 3 1 4 5 -4 APPROVED APPROVED 118 0361. B-24-04 IT AOA DATE BY CN ONS CUTS ANGLES VELD ASST. t1/8• t1/2• AI/4' THIS DRAWING I9 THE PROPERTY 00 HANOVER AND I5 NOT TO BE USED FOR ANY PURPOSE TATOTHER THAN UT FOR WHICH R 15 SPECIFICALLY FURNISHED PIS b/ 6.PA .-403004- 11 Ow R 14-106110#RSY1 I! THE HANOVER COMPANY 20602 E 615 STREET Mw. Monona 74004 (918) 251-8510 ENCANA GA HERING SERVICES 165 GPM AMINE UNIT TOA FOUNDATION DETAILS AMINE BUILDING D OMER 1861 D TAT.OR 6-17-04 -0013 LIE 110 8609 NOTED 9160 HAND NO US -101815 -01 -BA -06-115E M WV 0 6 7 8 9 10 1 11 E F G