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HomeMy WebLinkAboutApplication-PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Sprin gs , Co. 81601 Offlce :970-94 5-8212 Fax : 970 -384-3470 Inspec tion Line : 970 -384-5003 Building Permit No. \\0 1-9 ~~----------------------- Pa rcel No : 2179-063-00 -689 --- Locality : _Parrin_gton Exemption II Lot IB Job Address: 0185 County Road 225 , Rifle Use of Building: Pole Barn fo r AG use Owner : Murchison , Kim berly & Shad Contractor: Ta lly Ho C onstructi ~ ______________ _ Fees: Plan Check: $ 359.35 Septic : Bldg Permit : $ 552.85 Other Fees : Total Fees : $ 912 .20 Clerk: ~tor Date: o-~(]-og I GARFIELD COUNTY BUILDING PERMIT APPLICATI ON 108 8th Street, S u it e 40 1, G lenwood Springs, Co 8 160 1 Phone: 970-945-8212 I Fax: 970-384 -3470 I Inspection Line: 970-384-5003 www.g a rlic ld -cou nty .com I Parcel No: (this infonnation is avai labl e at the assessors office 970-945-9134) ex; r;9-o 6 3~ Do ---6'i-9 2 Job A~~sg(~an add~ h~ not':: ~~ed, please provideR~; :?t Name & City) or and legal descri ption 3 Lot No: U'( IIJ B lock N o: SubdJ Exemption: 1 ,~,,J '~tJ .5 VJJ{) 1(/1 51~ ~6/1/Pr~ /1 4 Owner: (property owner) l J "'-trY\ h'lo R ~lfl.r f) o ._ ~l~d~[_ OL:l-5 :;;!. tF<£ p~;t5 II '-(-1- Alt Ph; 5 ~~or:/-{6 Mt~r:J Ad~ ;L2:6 1? c.c:=u: p~2Z)~2-08 ~~!9 za:z--toN:,I" 6 A rch itect I Engineer: Mailing Address: Ph: JO ~r>. A lt Ph: ~ -. 7 S<J.:.ft of B u ilding: 1'3 SOf S q . F t. o r Acres of Lot: Height: No. of Floors: 40 YLJ.5 : I " • ,1. 3.2-/1 e. 8 Use of Building: :Pou:; B~,.) 11:>12.... A-a use- 9 Describe W o rk : ?ouz ott~ 10 Class of Wor k: ~w o A lteration t o Addition I I Garage: Septic: tv lf\ o ISDS o Attached o Detached o Community_ 12 Driveway Permit: Bt l ~/~ Owners valu a t ion of Work: s /SOOO 0>~ v NOTICE ~· This application for a Building Pennit must be sigJied by tbe Owner oftbe property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. l&gal Acsgs. A Building Penni! cannot be issued without proof of legal and adequate access to tbe property for pwposes of inspections by the Building Department. O tber Permits. Mul tiple separate pcrrnits may be required: (I) State Electrical Permit, (2) County ISDS Permit, (3) anotber penn it required for use on th e property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Pennit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and ifworlc is suspended or abandoned fo r a period ofl80 days after commenoement. CERTlFICATION I hereby certifY that I have read this Application and that the information contained above is true and corr~. I understand that tbe Building Deparunent accepts the Application, along with tbe plans and specifications and other data submitted by me or on my bebalf (submittals), based upon my certification as to accuracy. Assuming completeness of !be submittals and appro.at of this Application, a Building Permit will be issued granting permissioo to me, as Owner, to coostruct tbe structure(s) and facilities detailed on the submittals reviewed by the Bui lding Department. In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating !be work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulatioo(s)). I aclcnow ledge that tbe Bui lding Permit may be suspended or revoked, upon notice from the County, iftbe location, construction or use of the structure(s) and facility(ies). desaibed above, are not in compliance with County Regulation(s) or any other applicable law . I hereby gnmt permission to the Bui.lding Department to enter the property, described above, to inspect tbe work. I further acknowledge that the issuance of the Building Permit does not preven t the Building Official from: (I) requiri ng the cornction ofer\'001 in tbe submittals, if any, discovered after issuance; or (2) stopping con struction or use of the structure(s) or faci lity(ies) if such is in violation of County Rcgulatioo(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Bu ilding Department do not constitute an acceptance of responsibi lity or liabil ity by the County of errors, omissions or disaepancies. As !be Owner, I acla!owledge that responsibility for compliance with federal, state and local Jaws and County Regulations res1 with me and my authorized agents, including without limitation my architect designer, engineer and! or builder . I HEREBY ACKNOWLEDGE 1liA T I HAVE READ AND UNDERSTAND 1lffi NOTICE & CERTIFICATION ABOVE : ~~ ---~ ~, to'd 0 ERS S I GNATURE DATE STAFF USE ONLY Specia l Conditions: A djus t e d V alua tio n: P lan C h eck Fee : Permit Fee: Manu h o m e F e e: M ise Fees: 40/ L{8b .@ 35 ~. 2:£ SSZ,~ ------..... ISDS Fee: Total Fees: Fees Pai d: Bala n ce D u e: ~Iss u e Date: I SDS No & Issu ed D a t e: q /2 . ?£!_ 3~'1· 3 S 552 . !}£ \ \OTCf Setbacks: OCCGrou p: Con s t Typ e: Zoni ng: 2-..5-1 2S, 10 fl/€j/PP BLDG DEPT: P L NG D EPT: d_~~ #$ ~~ --~&"' A P P R OVAL D ATE APPR OVAt DATE The following items are reguired by Garfield County for a final Inspection: I) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable buiJding; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handmils. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstmtion of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO S BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OWNERS SIGNATURE Bapplicationdecember2007 VALUATION FEE DETERMINATION Applicant Address Date -::Ko;.im:-:'-M'::u::'r":'chC:i':'soe;n~--------Subdivision -"0718":'5:-:C":R~--=2:::2.::.5 '-'R"'i""fl~e -------Lot/Block _,8:._/4"'/2"'0"'0"'8 ___________ Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Garage: Carport: Total Crawl Space Valuation Square Feet Valuation Total Valuation Decks/ Patios Total Covered Open Valuation Type of Construction: Occupancy: Agricultural Bldg Valuation Total Valuation Steel Bldg sq.ft sq.ft sq.ft sq.ft X $74.68 0 sq.ft sq.ft X $41.00 sq.ft X $33.68 sq.ft X $18.00 sq.ftX $18.00 0 sq.lt sq.ft X $9.00 sq.ft X $24.00 sq.ft X $12.00 1350 sf X $29.99 sf X sf X sf X sf X sf X Farrington Exemption 2 Lot lB TallyHo Construction 0.00 0.00 0.00 0.00 0.00 40,486.50 40,486.50 FEE ESTIMATE FOR SIF STICK BUILT HOMES (A/..L FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) Applicant: Job Address: Subd-Lotlblock:. ----------------------- FINISHED LIVING SPACE: ____ __;s:::...f X 74.68= -------- UNFINISHED BASEMENT: ----__;sf:::... X 41.00= -------- CRAWLSPACE: sf X 9.00= ---------~ GARAGE: sf X 18.00= ---------------------- UNCOVERED PATIO/DECK: sf X 12.00= --------------- COVERED PATIO/DECK: sf X24.00= -~-------------- MISC: MISC: .;...· ------------- TOTAL VALUATION: THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: PERMIT: SEPTIC= PERC.; GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION 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. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. 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. TWO (2) SETS OF CONSTRUCTION ORA WINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) oceupants requires the plans to be sealed by a Colorado Registered Design ProfessionaL 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. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. I 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 and original grade. 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. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M .P .H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within t~elope. Yes ___ _ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05 .03 in the Garfield County Zoning Resolution if the property/ou a plying for a building permit on is located on a comer lot. Special setbacks do apply. Yes ·----'---- 3. Does the site plan include when applicable the location of the I.S .D .S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties~ streams or water courses? Yes ..; Pt 4. Does the site plan indicate the location and direction of the County or private road accessing the property? / Yes / ·----- 2 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601 . See phone book for other agencies Yes _..--- 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes ----- 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances reguired between wood and earth? Yes IV / A No. ___ _ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and ~:ts? tJ I l'r No ____ _ 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per s~re foot up to & including 7,000 feet above sea level), floor loads and wind loads? / Yes _____ _ 10. Does the plan include a building section drawing indicating foundation , wall, floor, and roof construction?. / Yes c/ __ _..c..._ __ _ I 1. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters crists or trusses? Yes V r-------- 12. Does the building section drawing or other detail include the method of positive connection of all columns and ..beams? Yes V -------- 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? ffiuilding height measurement usually not to exceed 25 feet) Yes __ /:..__ __ _ 14. Does the plan include any stove or zero clearance fireplace planned for installation including make and model aj d Colorado Phase II certifications or phase II EPA certification? Yes fJL It No _____ _ 7 rJc.:rl C..{€Jtcet:> 3 15 . Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IR:? Yes 0Lit No 7 -------------- 16. 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 IRC? Yes ~/A- I 17 . Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ,J lAc I 1 8. 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 enclosures and specify safety glazing fort ese areas? Yes jf-No ______ _ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on ~;;tan? 1\) / ~ f\Jo-r t-lrs~t-174J I 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision PIJ!CCSS, are building plans in compliance with all plat notes and/or covenants? Yes ~ _ ___:::::.___ __ 21. Do you understand that ifyou belong to a Homeowners Association (HOA}, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes ~/ Pr I 22. Will this be the only residential structure on the parcel? <fi/c5 1 S It J3~,J 1\JOI Yes No Ifno-Explain:. ______ 1<£s t.O~r(~ 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes ~ ·----- 24. Do you underslfl that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes N It 4 25. Have you designed or had this plan designed while considering building and other construction code requirements?---- Yes ~ ----- 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ,_------ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfiel<LCounty Building Department? Yes ~ ----'----- 28 . Do you understand that approval for design and/or construction changes are required prior to the application of th~anges? Yes ___....------- 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Im~r "Septic System" fees required, at the time you pick up your building permit? Yes. ____ _ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. ~ Yes / No ------ 3 I . Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspectiowfee? Yes ~ ·------ 32. Are you aware that you are required to call for all inspections required under the IRC including approval/ oa fin ·nspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes ------ 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for~ that the party responsible for the project must comply with the IRC? Yes · 5 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. --Yes ~ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParceVSchedule Number for the lot you are applying for this permit on prior to submittal of a building pe~mit:=Plication? Your attention in this is appreciated. Yes ~ ---->~---------- 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? J Yes ,..S _A-(please check with the building department about this requirement) I 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of l!J>uilding permit that you will be required to obtain a grading permit? Yes --------'---- 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes J..) / ft 1 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature of Owner Phone: (:z 2-.5 1/lf 2-(days); ___________________ (evenings) Project Name:_fn--=----=--():........c..:.R_(!_H_,_S_o_·\l ___ v_J-/_O_L0 __ D____.:A_:_R_-0.;:;__ _____ _ Project Address:. ___ v_· _1-=-BS ____ Q=--R_--...::::d-:::.......:....~-=:!S:::....._-+-R~r__JF~L-=E::"""~----------------- 6 Notes: If any required information is missing delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, 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, delay in issuance of the permit or delay in proceeding with construction. BpminreqDec2007 7 PLAN REVIEW CHECKLIST Applicant Yl1 urdtt50117 Date M/? [ ~~~~~r-~--------- Building / Engineered Foundation ___i.L__Driveway Permit _L Surveyed Site Plan JV/ IJ Septic Permit and Setbacks ~Grade/Topography 30% '% Attach Residential Plan Review List V Minimum Application Questionnaire / Subdivision Plat Notes tfA' Fire Department Review ~Valuation Determination/Fees / Red Line Plans/Stamps/Sticker ./ Attach Conditions ~Application Signed V Plan Reviewer To Sign Application / ParceVSchedule No. V 40# Snowload Letter-Manf. Hms. t1{,f Soils Report GENERAL NOTES: Planning/Zoning . / Property Line Setbacks #jr9 30ft Stream Setbacks If It Flood Plain ./ Building Height } Zoning Sign-off I{A Road Impact Fees tJj/1 HOAIDRC Approval / Grade/Topography 40% 7.lanning Issues ___ Subdivision Plat Notes BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Date Issued _"!1~-~-=-(p·--=-01 __ Permit No. _.L_II----=..O_t.___9.______ __ AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Use Pole Bntfl Br lfl use Addressm:LegaiDescriptionO\l~ rr ~5-t\ft owner HUJtb\SOfl, ~\W) l tlnd contractorlQUy \\0 Qom-\: Building Permit Type ~~._."'1'-------------------------------- This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Fo9ting ~-- pri_y~way j)-!1 ·o8 Mr1 v.ju_vl<. Foundation I Grouting v Insulation 3-)-cR-p-7 Underground Plumbing Drywall Rough Plumbing Electric Final (by State Inspector) {Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL ~Z-// ?U! Electric Rough (by State Inspector) {You Must Call For Final Inspection) (Prior to Framing) z-_~,_,f/~ !(&£ Lw ;f Notes Framing / (to include Roof in place & Windows & Doors imtalled & Firestopping in place) THIS PERMIT IS NOTTRANSFERABLE For Inspection Call970·384-5003 Office 970·945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 APPROVED Date DO NOT DESTROY THIS CARD I :;-, ~~(l-OX' PROTECTP:~!;F~~!!!~l! ayror (DO NOT LAMINATE) N 11079 0. ---------------------Assessor's Parcel No. 2179-063-00-689 Date 8/26/2008 BUILDING PERMIT CARD Job Address ----~0~1~8~5~C~R~2=2~5~,R~ift=e~~(P~a~r~r~in~gcto~n~E=x~e~m~p~ti=o~n~2~,~L=o~t~IB~)~--------------------------- Owner Murchison, Kim & Shad Address 0185 CR 225, Rifle Contractor ______ T_a_ll..:..y_H_o __ C_o_n_st_r_u_ct""""'io'-n----~-Address 145 CR 225, Rifle Phone# 625-1142 Phone # 625-0208 Setbacks: Front ______ Rear ________ RH1 ________ LH ______ Zoning ____ _ Pole Barn for AG use INSPECTIONS (j;; / f3-Z -z_ & Z..... Soils Test Weatherproofing _______________________ _ Footing II-J'/-c.t3 IPfrt Mechanical _____________ _ Foundation 3-.5"-c<f~ Electrical Rough (State) _______________ _ Grout Electrical Fi.(l.2./, (State) ________ -,-.,--..-..,... Underground Plumbing Final'5. 2 · A.Jt I /Checklist Commeted? 'I S: JW Rough Plumbing Certificate Occupancy # __::4?l~'""ct:26,L'~"""lL._ _______ _ Framing Date £?.-3· ill Insulation Septic System #..~.W~B\L.\._ ____________ _ Roofing Date ----------------- Drywall Final ______________ __ Gas Piping-------------------Other ___________________ _ NOTES (continue on back) Oct 05 2010 !0:18PM Tall~ Ho Construction Inc 970-625-8636 pa(!;e 2 Print Permit COLORADO STATE ELECTRICAL BOARD ELECTRICAL PERMIT NUMBER: 695214 II Date Paid: 05-0CT-1 o Expires On: 05-0CT-11 II KIM MURCHISON 0185 COUNTY ROAD 225 RIFLE, CO 81650 Daytime Phone: 970--625-1142 Power Supplier: XCEL -RIFLE Owner Name: KIM MURCHISON Address: 0185 COUNTY ROAD 225 City: RIFLE, CO. 81650 RESIDENTIAL OTHER Registration Number: Trim Permit: N FAX: 970--625-8636 Driving Directions: 3rd driveway on left after you turn north onto Antlers Lane (County Road 225) off of Highways 6 & 24, 3.5 miles from Silt and Rifle Brief Description: Provide power to detached garage inspector: Cyrus Tuchscher Cost of work: $300.00 For Inspection, Call: 970-625-5085 Fee Amount: $100.00 Paid COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1560 Broadway. Suite 1500 Denver, Colorado 80202 Phone: (303) 894-2985 https://www .dora.state.co.us/pls/reallep _web _permit _gui.print_permit?p _session _id~54 7924&p _ app _ id~9S67S Page 1 of 1 !0/5/2010 WEST SLOPE TESTING & INSPECTION LLC 3177 Glendam Dr Grand Junction, CO 81504 RECEIVE D Phone: 970-434-6988 Cell: 970-260-2844 MA Y 2 6 2009 GARFIELD CO UN TY 5-26-09 BUILDING & PLANNING Andrew Schwaller Garfield County Building Official 108 gth St., Suite 401 Glenwood Springs, CO 81601 Page 1 of 1 Please find enclosed copy of special inspection report for storage/garage building at 0185 CR 225. Thank You ; Doug Young West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 5-22-09 Inspection Report Project: Storage Building/Garage Address: 0185 County Rd. 225 Rifle, CO Building Permit No.: 11079 General Contractor: TallyHo Construction Inc. Inspection of shop fabrication or field work at job site: Field Report#! Page 1 ofl Report: Visually inspected the high strength bolting at the main frame & end wall frame column, rafter, and truss connections. Also tested with a torque wrench a minimum of two bolts per connection for proper tightness using testing torque determined from Skidmore testing at the main frame column & truss connections. The high strength bolting inspected above appeared to be in significant conformance with the drawings for bolt size & grade, and the A325 bolts appeared to be sufficiently tightened. To the best of my knowledge this completes the special inspections ofthe high strength bolting & steel frame details as outlined above. Inspector/Technician: Douglas E Young ~ , Parcel Detail Page I of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Tre.asurj!r PrQper!)l Search I AssessQr_Subs.l!LQuery I A~~!!sSQr_S.~es Seg~rch Clerk_& Rec.orde.r_ReQ.~p.tiQ!l.S_~arc.h Basi~;_Buildiug Cha.rncteristics I Ia"-Lnfo_rmalion Parcel Detail I Y rtlue Detail I Sales Detail I ResidentiaJLCQ.mmerciaLhnprovement J)etail LandJletail I Photognwhs I Mill Le_vy_Re.venugs J)e(ail I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 021 II R040901 II 217906300689 II 46.431 I Owner Name and Mailing Address jMURCHISON, KIMBERLY N & SHAD T j185 COUNTY ROAD 225 jRIFLE, CO 81650-9400 Assessor's Parcel Description (Not to be used as a legal description) jSECT, TWN,RNG:6-6-92 SUB:PARRINGTON jEXEMPTION II LOT:1B DESC: SW1/4 jPRE:R210941 BK:1545 PG:934 BK:1533 jPG:415 BK:1533 PG:412 BK:1464 jPG:756 BK:0960 PG:0263 BK:0862 jPG:0121 BK:0657 PG:0345 BK:0564 jPG:0264 BK:0564 PG:0262 BK:0564 jPG:0159 BK:0564 PG:0157 BK:0507 jPG:0440 BK:0507 PG:0435 BK:0478 jPG:0303 BK:0443 PG:0533 BK:0038 jPG:0226 BK:0032 PG:0166 BK:1541 jPG:183 RECPT:641576 BK:1541 PG:182 jRECPT:641575 BK:1537 PG:828 jRECPT:640651 BK: 1464 PG:753 jRECPT:626446 BK:1460 PG:623 http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R040901 I I I II I 7/9/2008 Parcel Detail I1RECPT:625609 BK:0856 PG:0882 II Location I Physical Address: IIRIFLE I I Subdivision: liP ARRINGTON EXEMPTION II I I Land Acres: 1110.232 I I Land Sq Ft: llo I Section II Township II Range I I 6 II 6 II 92 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 3,3roll I Improvements: 325,33011 I Total: I 328,64oll Additional V ah1e Detail Most Recent Sale l lli=========S;;:::a;;le,;;D;;::at~e: I _I Sale Price: I AdditiQpal_S_aJes_I2~1llil Basic Building Characteristics Number of Residential 1 Buildings: Number of Commllnd jo Buildings: I Residential Building Occurrence 1 Characteristics I FINISHED BSMT: 111,624 I UNFINISHED BSMT: 111,624 I 1 STORY W/ BASEMENT: 111,624 I TOTAL HEATED AREA: 113,248 9601 34,7001 35,6601 I I I IIFARMIRANCH RESIDENCE- http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R040901 Page 2 of4 7/9/2008 Parcel Detail Page 3 of4 I ABSTRACT CODE: ffiMPS I ARCHITECTURAL STYLE: ffMODULAR-UBC/IRCIIBC I EXTERIOR WALL: ffVINYL I ROOF COVER: ffCOMP SHNGL I ROOF STRUCTURE: IIGABLE I INTERIOR WALL: ffDRYWALL I I FLOOR: ffCARPET I I FLOOR: ffSHT VINYL I HEATING FUEL: IlGAS I HEATING TYPE: ffFORCED AIR I STORIES: I STORIES 1.0 I BATHS: 112 ROOMS: 118 UNITS: II! BEDROOMS: 114 YEAR BUILT: ff2005 I Tax Information Tax Year Transaction Type Amount I 2007 Tax Payment: Whole ($44.56)[ 2007 Tax Amount $44.56[ 2006 Tax Payment: Second Half ($26.74)[ 2006 I Tax Payment: First Half ($26.74)[ I 2006 Tax Amount $53.48[ 2005 Tax Payment: Whole ($53.68)[ 2005 Tax Amount $53.68[ 2004 Tax Payment: Whole II ($53.42)[ 2004 Tax Amount II $53.42[ 2003 Tax Payment: Whole II ($59.24)[ 2003 Tax Amount II $59.24[ Mill LeyyRevenues Detail -~----·····--·------~-------·-·····-------------·····---~--------------------·--·--·····--··------------------------------- IQJl ofPag~ bssessor D~tab.ase Search Option~ I Irs:.asmer Database SearchQruions Clerk & R.ecorder Database_Search Options http://www. garcoact.com/ assessor/Parcel.asp? AccountN umber= R04090 1 7/9/2008 Parcel Detail Page 4 of4 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by QQ_od TUI1l:>_Soft~<!Ie. http://www. garcoact. com/ assessor/Parcel. asp? AccountNumber= R04090 1 7/9/2008 L 4:-. VI '·I I I I I I I I I I I I I . I ,- I I I I I I I I I I I I I I I _~gj (;J 0 ~·~ -o I ~-______ J _- ~~ 1 £ :p F s ,~CI , I .:G-t ~p~~ to hfff&-Ve ~+tz.~r..rl c:;. .(.-ee. \ fr ~ l V\. «>t . SENTINEL BUILDING SYSTEMS P·. 0. BOX 345 ALBION , NE 68620 ( 8 o o l · 3 2 7 -·o 7 9 o ERECTION DRAW I NGS FOR T~LLX HQ . ~O NST RUCT~~N 145 CR 225 RIFLE, CO 81650 . PROJECT: JOHN PARRINGTON 145 CR 225 RIFLE, CO 81650 S23696 BUILDING DATA : Width (ft) 30. Peak Offset (ft) 15 Length (ft) 45 Eave Height (ft) = 11 .42 Roof Slope (rise/12) 3.0000 :12 Dead Load (psf ) = 3.200 Live Load (psf) = 20 .00 Load Reduction = Yes Frame Load (psf) = 15 Collateral Load (psf) = 0 Roof Snow Load (psf) 40 Wind Load Wind Code 90 mph IBC 03 Cl osure Closed Exposure = C · Importance -Wind 1.00 · Importance -Seismic 1.00 · APPROVED Sl11JJECJ' TO NOTED EXCIPI'IONS 4 fHSPE<:riONS GARPJELD COUNTY BU!L!»i ~EP~NT DJu~{)t By LDCOPY KO INSPECTION WITHOtrr '1RE8E PLANS ON 8n'! f111ie of Seismic Coefficient 0 .200 (Aa , Ca , Ss*Fa) Seismic Zone/Design Category = A Designer = DSS Detailer = ·DAT E: ·-1 / 3/08 o~p!CG copy \ \ 11 v ", 'T, L V V U L • J 'tr IYI vCIVIlln L tWILU l NlJ ~Y~ltM~ NO. 6586 ~''''• .. 1.•~ 8£NTIN£L BUILDINEi SYSTE.MS ~. 6==~============ ... ~-~ A D IVISION OF GLOBAL INDUSTRIES, INC . TALLY HO CONSTRUCTION 145 CR 225 RIFLE , CO 81650 J obs i te Address : 145 CR 225 RIFLE, CO 8165C Date: 8/ 4/08 Re : Sentinel Building Syst ems Job Id: S23696 Dear Sir: P. 1/1 This letter is to certify that a 30' spa n , 45' long gable symmetrical building with a 11.42 ' eave height as referenced above and manufactured by Sentinel Building Systems of Albion, Nebraska is designed in accordance with the following loa ds: Live Load: 16 p sf (main frame) Live Load: 20.00 psf (roof system) Collateral Lo ad: 0 psf · Roof Snow Load: 40.0 psf Wind Load: 90 mph Exposure C Dead Load: 3.200 psf (wt. of the building) Seismic Zone/Design Catego~y: A Seismic Coefficient : 0.200 (Ss*Fa ) Loads are a p plied in accor dance with t h e IBC 03 building code . The c ertifying engineer does not certi fy that the buil ding code o r loads s p ecifi ed are adequate or appropriate for t he intended use or location of this buildin g. The buyer is respons i ble to verify spe cified loads are in compliance with the local regulatory authori ties. Design is in accordance with the appli cable sections of t he 1989 AISC and the 2001 AISI/NASPEC specifications. This certific ati on is limited t o the ste el framework , the metal roof and the metal wall c overing, and fasteners required for t h eir inst allation . This certification specifi call y excludes an analysis of the foundation and parts s u pplied by anyone other tha n Sentinel Building Systems . Sincerely, SENTINEL BUILDING SYSTEMS (LJ "c\~.~ ... u..._ Da v id M. Woebbecke , P.E. Certifying Engineer P.O . BOX 348 • Z37 SOUTH 4TH STREET • ALBION, NE 68620 PHl S00-327..0790 /402-395-50 76 • FAX: 402-395-63 69 www .sentinelbuildings.com ENG INEER I NG DATA - Job Number: S23696 DATE: BU ILDING Job Nome: JO HN PARR ING TON 1 2/ 6/07 I CODE: Job Location: RIF LE, co 8 1 650 DESIGNED BY: IBC 03 Bu il der : TALLY HO CONS TRUC TION DSS DES IGN LOADS BUI L DING DESCR IPT ION -- LIVE LOAD: 20.00 psf RIGID FRAM E LIVE LOAD : 15 psf WIDT H: 30 feet ROO F SNOW LOAD: 40 · ;:>sf ROOF SNOW LOAD FACTORS CO L LA TE RAL LOAD: 0 psf GROUND SNOW L OAD: 30.00 psf L ENGT H: 45 feet ROOF DEAD LOAD: 3 .200 ps f Pf = 25.2 psf I = 1.00 EAVE HE IGHT: 11 .42 feet FRAM E SEL F WEIGHT: INCLUD ED Ce = 1 Ct = 1.20 ROOF S L OP E: 3.0000:1 2 WIND LOAD: 90 m ph Terrain Category: C EXPOSURE: c S lippery /Unobstructed Roof: y ENGINE ER'S SEA L WIND IMPORTANCE FACTOR: 1.00 INT ERNA L PRESSURE COE FF IC IENT : +/-0.1 8 SEISMIC IMPORTANCE FAC TOR: 1 .00 SE ISMIC DES IGN CATEGORY: A = SEISMIC COE FFIC IE NT: 0.200 (Ss*Fa) ASSUM ED SI TE CLASS: D SEISMIC USE GROUP: I -Norma l S5 = 0.13 s,= o .o4 s 05 = 0.14 S 0 1 = 0.06 SE:ISMIC RES IST ING SYSTEM : Structu r a l Stee l System Not Specifically Detai l ed for Seismic Resistance 1 ANA LYSIS PROCEDUR E: Equivalent Late r al For ce P rocedu r e The i n dex force analysis p r ocedu r e is used fo r buildi n gs located ' . design catego r y A. Eqn 16-49, IBC03 , in which . In Se iSmiC case Cs and R do n ot app ly a n d ore not used to ca lcu l ate the bose shea r , V. BU ILD ING FRAM ING LEFT ENDWAL L FRAME TYPE: Bea r ing Seismic Data RIGH T ENDWAL L FRAM E TYPE: Bearing C 5 R v (k) INTER IOR FRAME TYP E: 2 ri g i d frames, clear span N7A N/A 0.0 ROO F BRACING : Diaphragm Bracing N/A N/A LEFT ENDWALL BRACING: Coble Diagona l B r acing N/A N/A 0 .0 RIG HT ENDWA LL BRAC ING : Cob le Diagonal Bracing N/A N/A 0.0 FRONT SIDEWALL BRAC ING : Coble Di agona l B r acing N/ A N/A 0.0 = BACK SIDEWAL L BRACING: Cob le Diagona l Bracing N/A N/A 0.0 / LEFT ENDWA L L GIRT TYPE: Bypass FRONT SIDEWALL GIR T -·l:: Bypass RIGHT ENDWAL L GIRT TYPE: Bypass BACK SIDEWAL L GIRT TYPE: Bypass ROO F PANEL: 26 go. R-Loc Panel WALL PANE L : 26 go. R-Loc Panel ROOF PANEL COLOR: Rustic WAL L PANEL COLOR : Stone ROOF T RIM COLOR: Rust i c WALL TR IM COLOR: Ru stic COMMENTS Definition of L oading Cond it i ons on Anchor Bo lt React i ons Page : DL: Dead L oad L L: Live L oad CO: Coll ateral Load WP : Wind Press u r e WS: Wind Suc t ion LLR: Live Load Right WL: Wind from Left WR: Wind from Right Definition of o t her abbreviations on Ancho r Bolt Reactions Page & Anchor Bol t Details: ... [\./: Endwoll REVISIONS S\v': Siclewo.tl = RF: Rigid Fro. Me REV I DESCRIP TION I DATE I APPROVED I I I DJ: Door JO.MC -----Taking Pride In Building Excellence PAC£ No.' SENTINE l BuiLDINu S:rsrEMS PIIO..(C"I JOB NUI.1BER: A DIYIII(JN CJ'GLOBAL }clus11tKS. )IC. JOHN PARRINCTON S23696 I 237 SOUTH 4TH ST AlBION. NE 68620 """""' 145 CR 225 DESICN: DSS I (BOO) 327-0790 REV: RIFLE, CO 81650 OAT£: 12/ 6/07 '---- ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES -----------------Column Reoctions (k )------------------------------------ Frm Col Load Hmox V Load Hmin V Anc. Bolt Base Plate (in) Grout Line Line ld H Vmox ld H Vmin No D(in) Wid Len Thk (in) ------------------------------------------------------------ 1 A 8 0.4 -2.0 9 -0.4 -0.5 2 0.750 8.000 8.000 0.500 0.0 10 0.3 1.6 8 0.4 -2.0 1 B 11 1.0 -2.6 9 -0.9 -1.2 2 0.750 8.000 8.000 0.500 0.0 12 0.0 3.5 11 1.0 -2.6 1 c 11 1.0 -1.6 9 -0.9 -1.2 2 0.750 8.000 8.000 0.500 0.0 13 0.0 3.5 11 1.0 -1.6 1 D 11 0.4 -0.6 9 -0.4 -0.5 2 0.750 8.000 8.000 0.500 0.0 13 0.0 1.4 11 0.4 -0.6 4 D 8 0.4 -2.0 9 -0.4 -0.5 2 0.750 8.000 8.000 0.500 0.0 10 0.3 1.6 8 0.4 -2.0 4 c 11 1.0 -2.6 9 -0.9 -1.2 2 0.750 8.000 8.000 0.500 0.0 14 0.0 3.5 11 1.0 -2.6 4 B 11 1.0 -1.6 9 -0.9 -1.2 2 0.750 8.000 8.000 0.500 0.0 15 0.0 3.5 11 1.0 -1.6 4 A 11 0.4 -0.6 9 -0.4 -0.5 2 0.750 8.000 8.000 0.500 0.0 15 0.0 1.4 11 0.4 -0.6 NOTES FOR REACTIONS 1. All loading conditions ore examined corresponding H or V ore reported. and only maximum/minimum H or V and the 2. Positive reactions ore as shown in the sketch. Foundation loads are in opposite directions. 3. Bracing reactions ore in the plane of the brace with the H from the braced boy. The vertical reaction is downward. pointing away 4. Building reactions ore based on the following building data: Width (It) = 30.0 Length (It) = 45.0 Eove Height (It) = 11.4/ 11.4 Roof Slope (rise/12 ) = 3.0/·3.0 Deod Lood psi ) = 3.2 Colloterol Lood (psf ) = 0.0 BRACING REACTIONS, PANEL SHEAR Roof Live Lood ~sf ) = 20.0 Frame Live Load psf ) = 15.0 Snow Lood ((rsf = 25.2 ± Reoctions (k ) Panel Wind Speed mph ) = 90.0 ---Woll--Col --Wind----Seismic-Shear Wind Code = IBC 03 -Loc Line Line Horz Vert Horz Vert (lb/ft) Exposure = c ---------------------------------- Closed/Open = c L_EW 1 A ,8 1.2 1.4 0.0 0.0 Importance Wind = 1.00 F_SW D 2 ,3 1.2 0.8 0.0 0.0 Importance Seismic = 1.00 R_EW 4 D ,C 1.2 1.4 0.0 0.0 Seismic Zone =A B_SW A 3 ,2 1.2 0.8 0.0 0.0 Seismic Coeff (Fo'Ss) = 0.20 5. Loading conditions are: 1 DL+CL+SL 16 0.60DL+WR1-BRC 2 0.60DL+WL2 17 DL+UNB SNOW LEFT 3 0.60DL+WR2 18 0.60DL+WR2-BRC 4 0.60DL+LnWnd1 19 DL+UNB SNOW RIGHT 5 0.60DL+LnWnd2 20 0. 60DL + WL2-BRC 6 DL+CL+F1 UNB_SL 1 21 0.60DL+WL1 7 DL+CL+F1 UNB_SL 2 22 0.60DL+WL 1-BRC 8 0.60DL+WL2+WS 23 0.60DL+WR1 9 0. 60DL +WP+LnWnd 1 10 DL+CL+0.75SL+0.75WR2+0.75WS 11 0.60DL+WR2+WS 12 DL+CL+E1UNB_SL 2 13 DL+CL+E1UNB_SL 1 14 DL+CL+E2UNB_SL 2 15 DL+CL+E2UNB_SL 1 REV I DESCRIPTION I DATE I APPROVED REVISIONS Taking Pride In Building Excellence PAC£ No. SE:NTINE:I B!!ll DWU SYSTE:MS -~ l52369c A DIYtiiD< orGLDBAL MJI:,.ttl. toe. JOHN PARRINCTON 237 SOUTH 4TH S1' ALBION, N£ 68620 ~ 145 CR 225 O£S!CN.· OSS J. (800) 327-0790 R£V.· RIFLE, co 81650 OAT£: 12/6/07 45' -0" OUT-TO-OUT OF STEEL G ~ 15'-o" @ 15' o" X-Brocing I ' • ... I -(A) "' -T Arol • -' -a, • -... c ' ' 0 co I I "' ·m BL!J ~-~ • z 0 iii z, 'o wco ·., ~I I 0• I ·o co "' VJN - :i' >- 0 -' 0 J: ~ k9 . · ... -Brol "' ' a, c 'ij 0 0 I I a; "' ·m I X ' c co T j • · ... or AL!J o D ' '-(0 X Bracing ' io Field ... 15' o· 15' o" I 3 4 ANCHOR BOLT PLAN NOTE: All Base Plates @ I 00' -0" (U.N.) REV I DESCRIPTION I DATE I APPROVED REVISIONS . Talcing Pride In Building Excellence PACE No. SE:NTlN£1 B1 m DINY Svsn:Ms -0 lS2369t A iliVIIKI" trlil..OBAL i<Pui.RIU. K- 237 SOUTH 4TH ST JOHN PARRINCTON AlBION. N£ 68620 ~ !45 CR 225 OES!CNc OSS 3 (BOO} 327-0790 R£~· RIFLE, co 8!650 OAT£.· 12/ 6/07 RF1-2R -- 8' 4' SrNTIND Btm DING SYsTEMs A DIVI51100 ~LOBA.L ku•u:l, K- 237 SOUTH 4TH ST ALBION, N£ 68620 (BOO) 327-0790 MEMBER SIZE TABLE PIECE MEMBER LENGTH 3 3/4' RF1-1 RF1-2L RF1-2R BRC-1 FB0810 PP-1 3'L::---... 12' DESCRIPTION RF1A-10H TRUSS30H TRUSS30H BRCCTR30-H L2x1/8 PEAK 11 -0 13'-11 1/8" 13'-11w8" 15'-4 1 8" 1 '-4 5 8" 14'-11 l/2" CONNECTION PLATES TRUSS FRAME LINE DID QUAN MARK/PART 1 2 UPRSP-75 2 2 LWRSP-75 DATE I APPROVED REVISIONS Talcing Pride In Building Excellence PAC£ No. JOHN PARRINCTON 4 15'-0" ER-2 ER-1 CLIP TABLE TRUSS BRACING PLAN o IDI QUAN I PART 1 I 2 I BRCCLP3 MEMBER TABLE TRUSS BRACING PLAN QUAN I MARK/PART I LENGTH 2 I BRCCTR30-H I 15 -4 1 /8 DESCRIPTION I DATE I APPROVED REVISIONS -----------Talcing Pride In Building Excellence PAC£ No. SENTINEl Bull DING SvsTEMS:T.-=o ___ ___: ______ ___: ____ 'J"'os"N""u'"•s"'ER;:-, -+=~ ~~7s~'f/;'H ~ii'S'r JOHN PARRINCTON S23696 ALBION, NE 68620 -~ 145 CR 225 O£SICN: OSS (BOO} 327-0790 REr· Rl FLE, CO 816 50 DA rc: t /02/0B J OF CLIP TO TRUSS ACING 30-H I ( LOCATION OF BRACE REV DESCRIPTION APPROVED REVISIONS Taking Pride In Building [xce//ence PAG£ No. SENTINEl Bull mNG SysrrMs;-r,-=,;-, ---~~-----__.:=_-----,-J-;;;DB;;-;:;;-Nu"""'"'""' ----f~C..:::.:...j ~~7'si{;'j~~'d'f:7'sr JOHN PARRINGTON 236 96 ALBION, N£ 68620 .. ~" 145 CR 225 D£SJGNo DSS (800! 327-0790 R[V• RIFL[, co 81650 OAT[• 1102108 BOLT TABLE FRAME LINE 1 LOCATION QUAN TYPE DIA LENGTH ER 1 /ER 2 4 A325 ~;;2 1 ~;;4 1FTER PUR LIN CONNECTIONS Columns 4 A325 1/2" 1 1 '; 4" MEMBER TABLE FRAME LINE 1 D MARK PART LENGTH EC 1 PCE08356 10-3 !?;;16. T EC-2 PCE08356 12'-8 5/16" 9'-8" I 4" EC-3 PCE08356 12'-8 5/16" I-EC-4 PCE08356 10'-3 5/16" 3"~ ER-1 PCE08354 15' -5 9/16'! 12 ER-2 PCE08354 15'-5 9/16" G-1 PZE04256 12'-1 1/2". _ §> SA G-2 PZE04256 14'-3 Ys2" SG-1 2" PIPE 9'-7 7 8". -..,~-SA PAN04404 15'-6" l~ CB-1 1/4" STR 9' -11". CB-2 1/4" STR 8'-5". -CB-3 1 f4" STR 7' -11" -CONNECTION PLATES FRAME LINE 1 DID MARK/PART I 4 CG84 5 PR86 I 6 CGC4 I I . ' I!] h7 G 1 I I!JIID I I I I I 8-~ I!] G 1 j I!JIID l I I I I f-v I ~ I = [ ...! J~ :c-3 EC-4 /4" 2' 1 3/4" W' DENOTES A307 BOLT AND TK2075 SCREWS IN GIRT REV I DESCRIPTION T DATE I APPROVED REVISIONS Taking Pride In Building Excellence PAC£ No. SEt•!TINE:I B1111 DitK1 SrsiEMS -0 l52369t A Il!vllD (IJ(,lOBAl i<lun1n. K-JOHN PARRINCTON 237 SOUTH 4TH ST AlBION, NE 68620 ~ 145 CR 225 O£S!CN: OSS 7 (BOO) 327 0790 REV.· RIFLE, CO 81650 OAT£: 12/ 6/07 BOLT TABLE FRAME LINE 1 LOCATION QUAN TYPE DIA LENGTH ER 1/ER 2 4 A325 ~1,2 1 ~1,4 Columns 4 A325 1/2" 1 1J4" 1FTER PUR LIN CONNECTIONS MEMBER TABLE FRAME LINE 1 D MARK PART LENGTH EC-1 PCE08356 10-3~1,16· T EC-2 PCE08356 12'-8 5/16" 9'-8" .I 4" EC-3 PCE08356 12'-8 5/16"· 1-EC-4 PCE08356 10'-3 5/16" 3"'!::::::,._ ER-1 PCE08354 15'-5 9/16". 12 ER-2 PCE08354 15'-5 9/16". G-1 PZE04256 12'-1 1/2". ~ G-2 PZE04256 14'-3 Ys2". S4 SG-1 2" PIPE 9'-7 7 8" ----r---SA PAN04404 15' -6" . ----[f?-2 CB-1 1/4" STR 9'-11": -; --[ CB-2 1/4" STR 8'-5"' --CB-3 1f4" STR 7' -11" liD ------CONNECTION PLATES ---FRAME LINE 1 DID MARK/PART I 4 CG84 5 PR86 I 6 CGC4 I I D= G 1 jliliiD : I I I & ~ 0 G 1 jliliiD : I I I --~ I ~ I ~ -[ _J J C-3 EC-4 '4" 2'-1 3/4" W DENOTES A307 BOLT AND TK2075 SCREWS IN GIRT REV I DESCRIPTION I DATE I APPROVED REVISIONS -----Talcing Pride In Building Excellence PAC£ No. SE:NTINE:I Bllll DINI:i SYSTEt:lS -0 s2369c A DlvlliO< lrljl08Al )<a.a;TOIEI. 10C. JOHN PARRINCTON 237 SOIITH 4TH sr ALBION, N£ 68620 ~ 145 CR 225 Ol'SICH· OSS 0 (800) 327-0790 RCV.· RIFLE, CO 81650 oA rc.-12/ 6/0? !/ ·o ' --I I N N -- . LINE 1 ~ ) -........::: :::-.::: -...........::: ~ ~ -~ ' 0 ' --I I N N -- _iNE 4 3 .. ~:::::,._ 12 0 3 .. ~:::::,._ 12 0 REV I TRIM TABLE FRAME LINE 1 & 4 010 PART 1 ou 122 2 OU162 DESCRIPTION REVISIONS LENGTH 12 2 16' 2" I DATE I APPROVED ~ Taking Pride In Building t'xcellence PACE No. SENTINEl Bu11 DING SvsrrMs:---r.-=o ___ _:: ______ _:: ____ TlJ;;;;~os",:;;""'uJ"""8""'6':-, - 9 --J{ C.:.::::.::..::.:::..j A lllv~JIDIII'GLDBAL loiUI .. IU, ~ 237 SOUTH 4TH sr JOHN PARRINCTON AlBION, N£ 68620 ~ f 45 CR 225 DESIGN: oss (BOO) 327-0790 RE~· RIFLE, co 81650 OAT£: 12/6/07 MEMBER TABLE FRAME LINE D 0 MARK PART LENGTH DJ-1 PCE04356 10 -10 1/2 DH-1 PCE04356 10' -0" 15'-o· E-1 PDL06P06 14'-11 X2 .. G-4 PZE04256 16'-9 1 2" ® G-5 p7~04256 19'-3 1/2" E-1 CB-4 1 4" STR 16'-5" 12!1 IIZJ TRIM TABLE 11~============-1 I FRAME LINE D I OH-1 I I OlD PART LENGTH I ~ I 1 OU122 12 -2 H G-4 II lw 3 GU1 02 1 o· -2" I I I 4 GEND 1 .. I I I 5 GS9 6" I 'o I I 6 GU204 20'-4" II I ~~ I 8 JMHD04 1 0'-2" ~3 ·o 31 I liD 9 LEA102 1 o'-2" G-4 1 0 HE103 1 o· -3" i • I I I CONNECTION PLATES I I I FRAME LINE D I ~ I DID MARK/PART I I I 2 DJCLIP I 1 r u 6 CGC4 Field EC-1 10' o· 3/4" ~ 0 0 ~ . 'io . . '<a <0 <0 <0 I I I I I 0 ·-~ ·-·-:.. ~ ----- REV I DESCRIPTION I DATE I APPROVED REVISIONS ~ Talcing Pride In Building Excellence PAC£ No. SE:NTINE:I B!HI DINU SYS:TE:MS -0 s2369c A JllvliiiJ'I &n;LDBAL Nus••1t1, )IC;. JOHN PARRINCTON 237 SOUTH 4TH ST AlBION, NE 68620 ~ 145 CR 225 OES/CN· OSS /0 (BOO) 327-0790 RE~· RIFLE, CO 81650 OA re.· I 2/ 6/07 MEMBER TABLE FRAME LINE A MARK PART LENGTH 0 E 1 PDL06P06 14 1 1 1 2 G-4 PZE04256 16' -9 1 2" I G-5 P);04256 19'-3 1/2" 15'-o" CB-4 1 4" STR 16'-5" TRIM TABLE ®. FRAME LINE A E-1 OlD PART LENGTH a I I 1 OU122 12 -2 I 3 GU102 1 o'-2" I 4 GEND 1 " G-4 lim 5 GS9 6" I 6 GU204 20'-4" I 9 LEA102 1 o' -2" I CONNECTION PLATES I FRAME LINE A G-4 lim 0 ID I MARK/PART I 6 I CGC4 I I I ~ : _j ~ -1 EC-1 _, J/4" cp 0 0 ' ' • • :0 <0 <0 <0 <0 I I I I I 0 ·-'-'-'-·------ REV I DESCRIPTION I DATE I APPROVED REVISIONS ~ Taking Pride In Building Excellence PAC£ No. SE:NrmEI Bm1 D:ING SvsrEMS """'" l52369t A Dlv1110< [r(;L0BAL idu~TIIts. K-JOHN PARRINCTON Z37 SOUrH 4rH sr AlBION, N£ 686ZO ~ !45 CR 225 /JESICN: /JSS (800} 3:?7-0790 R£~· II Rlf'L£, CO 8!650 OAT£: 12/ 6/07