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HomeMy WebLinkAboutApplication-PermitProject Address Garfield County Building & Planning Department 108 8t11 Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 000465 CR 321 RIFLE, CO 81650- Parcel No. 217719200482 Subdivision Issue Date: 8117/2009 Section 19 Expires: 02113/2010 Township 6 Range 93 Owner Information Address Phone Cell Roy & Rhonda Coombs 0465 CR 321 Rifle CO 81650 970-625-5527 Contractor(s) Phone Primary Contractor Tally Ho Construction Inc (970)625-0208 Yes Proposed Construction! Details for questions please call Roy Coombs at 625-5527 oz 379-7160. Applicant withdrawn building application -1140 and has a credit of $279.05. FEES DUE Amount Pian Check Fee $518.54 Residential Building Fee $797.75 Total: $1,316.29 Valuation: $ 71,976,00 Total Sq Feet: 2400 FEES PAID Inv Total- ', Paytype 4mt•Paid • Amt Duo Inv # BLRE-B-09-19652 $ 1,316.29 Check # 17170 $279.05 $'1. 037,24 Required Inspections: For Inspections cafe: 1(970)384-5003 nspection IVR See Permit Record Building Department Copy Monday, August 17, 2009 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-34701 Inspection line: 970-384-5003 www.Q:arfield-countv.com 1 Parcel No: (this information is available at the assessors office 970-945-9134) :• ! 77!q no qoy 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description t4a e// - I'd 3 Lot No: Block No: SubdJ1mptr 4 Ow : (prop�e `y owner) f Op aim Ihis .5 Mailing Address: C9,=16S - 3z- / i c Ph: 6 .5-s", "-7-_3q—' Alt Ph; 4 (PCS 5 Contrac'..- .ei W. , a,,,54 Mailing Address: /,,,., cto ed z ZS Ph: Alt Ph: 6 Archite rgineer: Mailing Address: Ph: Alt Ph: 7 Sq. Ft. of Building: <ZOO Sq. Ft. or Acres of Lot: s> q7 Height: /,1 No. of Floors: / 8 Use of Building: 1 S te) 9 Describe Work: 10 Class of Work: .erNew o Alteration o Addition 11 Garage: /Oh l i i o Attached a Detached Septic: a. n ISDS • o Community 12 Driveway Permit:h Owners valuation of Work: $ Authority. This application letter of authority, A Building NOTICE for a Building Permit must be signed by the Owner of the properly, described above, or an authorized signed by the Owner, must be provided with this Application. Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections separate permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit Highway! Road Access or a State Wastewater Discharge Permit. Permit becomes null and void if the work authorized is not commenced within 180 days of the date of commencement CERTIFICATION read this Application and that the information contained above is true and correct. 1 understand that data submitted by me or on my behalf (submittals), based upon my certification as to accuracy. of the submittals and approval of this Application, a Building Permit will be issued granting permission the Building Department. of the Building Permit. 1 agree that I and my agents will comply with provisions of any federal, applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any to the Building Department to enter the property, described above, to inspect the work. I further acknowledge requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping or any other applicable law. including submittals, and inspections of the work by the Building Department do not constitute an acceptance Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County engineer and) or builder. EDGE HAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: / agent If the signature below is not that of the Owner, a separate by the Building Department. required for use on the property identified above, e.g. State or issuance and if work is suspended or abandoned for a period of 180 the Building Department accepts the Application, along with the plans to me, as Owner, to construct the structure(s) and facilities detailed on state or local Saw regulating the work and the Garfield County Building be suspended or revoked, upon notice from the County, if the location, other applicable law. that the issuance of the Building Permit does not prevent the construction or use of the structure(s) or facility(ies) if such is in violation of responsibility or liability by the County of errors, omissions Regulations rest with me and my authorized agents, including without 09 Legal Access. Other Permits. Multiple County Void Permit. A Building days after 1 hereby certify that 1 have and specifications and other Assuming completeness the submittals reviewed by In consideration of the issuance Code, ISDS regulations and construction or use of the 1 hereby grant permission Building Official from: (1) of County Regulation(s) Review of this Application, or discrepancies. As the limitation my architect designer, I HEREBY ACKNO ._ OWNERS .. GNATURE DATE crxaik c§nw3 - i►Wb -i 2. 9.03 STAFF USE ONLY Special Conditions: 111 Zt<Z Adjusted Valuation: 71%. 06 Plan Check Fee: 618. Permit Fee: lef 7.7 Manu home Fee: Misc Fees: ISDS Fee: Total{Fees: ! �'Y' r Lr Fees Paid:1-I t¢ -01 t;4-9 05 tt'%� Balance Due: k t . 24 BP No & Issue Date: ISDS No & Issued Date: 1 1 6'C Setbacks: OCC Group:ll I Const Type: 1 Zoning. 9, BED DEPT: ! � '\\4r 6/7/1 1.1 NG EPT: � { gip APPR VAL .TE ll A_ ROYADATE The following items are required by Garfield County for a final Inspection: 1) 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 building; 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 handrails. 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 demonstration 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 5 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. OWNER SIGNATURE B applicati ondecember2007 DA 1'E Contacts f Building Plan Review Description of Work: Agricultural / shop budding for personal use only. Bin #: B-7 Location Address: 000465 CR 321 RIFLE, CO 81650 Case Manager: Ken Smith Plan Case Number: BLDG -8-09-6049 Parcel: 217719200492 Application Date: 08/04/2009 Owner: Roy & Rhonda Coombs Applicant: Roy & Rhonda Coombs Applicant Phone: 970-625-5527 Email: Building Planninq/Zoninq Engineered Foundation _Property Line Setbacks Driveway Permit 30ft Stream Setbacks Surveyed Site Plan Flood Plain Septic Permit and Setbacks Building height Grade/Topography 30% Toning Sign -off Attach Residential Plan Review List _Road Impact Fees Minimum Application Questionnare HOA/DRC Approval Subdivision Plat Notes Grade/Topography 40% Fire Department Review Planning Issues Valuation Determination/Fees Subdivision Plat Red Line Plans/Stamps/Sticker General Comments: Attach Conditions i _.. Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter - Manu. Homes Soils Report Friday, August 7, 2009 GARFIELD COUNTY BUILDING AND PLANNING 970-945--5212 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 DRAWINGS & 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 professionalfor construction of your project. Any project with more than ten (10) occupants 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. 1 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 in compliance with the 2003 IRC, and 2006 IECC. 1. is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner 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 the envelope. Yes 7.-- 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 you are applying for a building permit on is located on a corner 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 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 2 5. Have you provided any RESOLUTIONS and/ or LAND USE PER1VEET(S) associated with this property? Yes if Yes please provide a COPY. No -- 6. - 6. 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 C 7. 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 �✓ 8. 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 �--•- 9. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes No 10. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes 11. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 12. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes --" 13. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 14. 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? (Building height measurement usually not to exceed 25 feet) Yes -- - 3 15. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11 certifications or phase 11 EPA certification? Yes No 16. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the 1RC? Yes No 2 ' 17. 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 18. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 1144- 19. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing imrnediately adjacent to such doors; glazing adjacent to any surface norrnally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No 7 h 20. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes 21. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes 22. Do you understand that if you 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. 23. Will this be the only residential structure on the parcel? Yes No If no -Explain: ,.4,1�r� , 24. Have two (2) complete sets of construction drawings been submitted with the application? Yes 4 25. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes 26. Have you designed or had this plan designed while considering building and other construction code requirements? Yes 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes 28. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes 29. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes 30. 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 Pee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes 31. 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.rn. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes / No 32. Are you aware that requesting inspections on work that is not ready or not accessible will result in a 550.00 re -inspection fee? Yes •-' f 33. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes / 5 34. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes 35. 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 36. 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 submittal of a building permit application? Your attention in this is appreciated. Yes 37. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes (please check with the building department about this requirement) 38. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes 7 39 . 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 o„ Occupancy? Yes 40. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. ` l� Yes � I hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability, s - Signature o'Owner Phone: 3,79 7/, (days); 6 Date ,379 7/4d (evenings) Project Name: Project Address: 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 detenriine 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 infoiwation 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. bpm inregsflvfar2009 7 GARF'iF.I.D COUNTY BIJILDING REQUIREM INTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, 2006 IECC. Setbacks: Cheek subdivisions and zone district for setback requirements. Snowload (measured at the roof? Not ground): 40PSF up to 7000ft. elevation. 50PSF 7001ftto 8000ft. 75PSF 8001f1to9000ft. 100PSF 9001 to 10000ft. Seismic design category: B Weathering probability for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16over 7000ft. elevation. Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by Building official Ice shield under-layment required. Mean Annual temp: Variable Insulation: Windows/doors U=.35, Skylights U .6, TBL 402.1.1, 2006 IECC. Minimum R -Values: O Ceilings/roofs R values are R-38 stick built structures. R38 log construction and steel rafter construction. O Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing or R-10 sheathing for steel studs. • Floors R -values are R-30 or enough to fill cavity. • Basement wall R -values are R-10 below grade, R-19 above grade. • Slab perimeter R -values and depth is R-10/24in • Crawl space wall R -value are R-10 below grade and R-19 above grade. If floors over crawl space are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. bpminreqsfMar2009 8 Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 P};ane: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. B L R E -8 O 9- 419 8 eA; YA rR stti ni a: uj Issue Date: 811712009 /carfz assifka, Expires: 03/21 /2010 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. Residential Building Parcel #:217719200492 Owner's Name: Roy & Rhonda Coombs Job Address: 000465 CR 321 RIFLE, CO 81650 - Owner's Phone: 970-625-5527 Total Square Feet: 2400 8 Contractors) Tally Ho Construction Inc Phone Primary Contractor (970)625-0208 Yes Work Description. Agricultural / shop building for personal use only. Inspection Scheduling Code I.SreGLO6-1S.. aR litTS" ze iu, tits'4l.ki_z PiTl7@ESr1. �i^,- . S : { nk . i r; Footer ill 4 , ei'- Foundation Walls t0 Framing• -. 47 Drywall u iii,(/ Fina[i h-• (9 s VW -6+� '1/ Insulation©.41 UG Plumbing sSEi; Rough Plumbing n' i Rs -r Gas ;`fi2 2,r/j0 ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Cali: 1-888-868-5306 sl a\ §xm1 / \ 6: a . \� ±�l#��� o. O 9\ oip3COLId Oaf H II § 2 : \ • ! 'yI \� ƒ � \�w2tvcws \ � \2 ; \ w¥y< «In° 0,11110 „Q--,§ • : 0 :0 0 ) l ions IP & 24 Cap LS No. 31343 din Mace THIS PERMIT/BUILDING IS FOR AN ACCESSORY STRUCTURE TO A SINGLE FAMILY DWELLING ONLY. THIS STRUCTURE SHALL BE FOR PRIVATE USE ONLY, NO COMMERCIAL USE IS PERMITTED. IN 33O !V' 89'2714".8 857.67 8/o jo 9 64Jeqvuotti eoc L 1),,rtIND5 .v sLp a 5. 47± trhes I t II I saw JI 41.Jf r II I I SII slams ras i j,it ta I j .q .. 2Q' 1ntgaaan lI,,if emenr s, y I / II f'f II I�, '� IIS 1 lib exp IIS E11 APPROVED SU BJECI TO NOTE» E CEFflONS & 'SPECU O S G. ' IELD COUNTY ,1 .�. !NG DEP , . ? w fE :N' 7101. -is HELD COPY NO INSPECTION WITHOUT 1 E FLANS ON SITE Page _ of 25' Access iraseffient Site" Vicinity Map Scale: 1 "= 2000' PROPERTY ,DESCRIPTION Lor i .0•6- A PARCEL OF LAIRPSTITIATE IN THE WI/ ZNW]/ 4 OF SECTION 19, TOWNSHIP 6 SOUTH, RANGE 93 WEST OP rtrs 8D(71 P.M., COUNTY OF GARFIELD, srArs OF COLORADQ, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE CENTER 114 CORNER OF SAID SECTION 19 A R8YAR AND !CAP LS NO 19598 IN PLACE; THENCE S89°24'291W ALONO THE CENTERLINE OF SAID SECTION 19, 1321.38 Fur 7O THE W'ESTmins 1/ 16 CORNER OF SAIL? SECTION 19, AN ALUMINUM CAP IS NO. 31143 SET IN PLACE THIN 7'1W8 POINT 0 B5OJNIENG; 7'11ENCS CONTINUING ALONG SAID CENTERLINE 589 24'29°W 274.15 P551' 7O A P01F►T ON THE NORTHERLY RIGHT-OF-WAY OF CouNTY ROAD (40 321, A MBAR AND CAP LS Na. 31143 SET IN PLACE: THENCE DEPARTING SAID CENTERLINE AND CONTINUING ALONG SAID NORTHERLY RIOHD OF=WAY N89•09'54°W 715.95 FEET TO A REBAR AND CAP LSA NO. 31143 SET IN PLACE; THENCE DEPARTING SAID NORTHERLY RIOHT•0F•WAY 111f023'13eW 1306.37 FEET TOA Pow* ONTHE SOUTHERLY LIME OF THE PM/ 4NW1/4 OF SAID SECTION .19A REBAR REDCAP LS Na 31143 SET IN PLACE; THENCE #89°2714'5 ALONG SAID SOUTHERLY LINE 526.83 FEET TOA REBAR AND CAP LS N©31143 SET IN PLACE THENCE DEPARTING SAID SOUTHERLY LINE N0011'16 -W 460.00 FLET TO r4 RERAN AIII) CAP 1.8 NO. 31143 SET IN PLACE; THENCE N89'25247 460.00 ;Ter 7D A PO1N70N not EASTERLY LINE OF SAID NW1/ 4NW.1/4 A REAR AND CAP LS NO. 31143 557` IN NAM THENCE S00'31'1 b"8 ALONG SAID EASTERLY wing 450.00 4257 10 THE NORTHWEST 1/ 16 CORNER OF SAID SECTION 29 ANALUMINUM CAP Lei m9D. 31143 SET 1(4 PLACE; THENCE DEPARTING SAID EASTERLY UNE ,0O"31'15'E MONO THE EASTERLY LINE DF 715 __ ..r ... ... .. « «. ....� w..... r r+n. e,Rr•eap*ttW'Y *am PA orlitir. OP LAND North Atumi; SENTINEL BUILDING SYSTEMS P. O. BOX 345 ALBION, NE 68620 (800) 327-0790 ERECTION DRAWINGS FOR TALLY HO CONSTRUCTION 145 COUNTY RD 225 RIFLE, CO 81650 PROJECT: ROY COOMBS 0465 CR 221 RIFLE, CO 81650 B25539 BUILDING DATA: Width (ft) = 40 Peak Offset (ft) = 20 Length (ft) = 60 Eave Height (ft) = 14 Roof Slope (rise/12) = 2:12 Dead Load (psf) = 2.500 Live Load (psf) = 20.00 Live Load Reduction = No Collateral Load (psf) = 1 Roof Snow Load (psf) = 40 Ground Snow Load (psf)= 47.62 Wind Load = 90 mph Wind Code = IBC 06 Closure = Closed Exposure = C Importance - Wind --- 1.00 Importance - Seismic _ 1.00 Seismic Coefficient = 0.542 (Ss*Fa) Seismic Zone/Design Category = C Designer = TL Detailer = DATE: 7/24/09 z s , ��t �-v�Ri� . � •s r�i .��^ - U• �z'3E - �;-, �; - ..Y',i?Yr:.'tEii%1`:i'r�' ..x� t s'si': h'r?Wz�i"s £'z��,;"�+; �^�� �:`£iF;ka`�e i�Eas;.�`-r,:�:� -?" �'¢�1�Y .bh�l��1 :3 �.[t _ �#^` x-sn� R�;r.yyy�,e. ",r�;r �.�rr}�iyt,:,� sFJn.�. � v2F•�:u•.�.^.°!i ��.. a�-,�'.3.,�,.Y. ,,,�.....�v. .._.. ,.._-. .. ,.�.. !. ..,.Y.,!��.a-. :.: .i�., ... 4.1�;r PS,.f.� ..... .,.,, .F........� n...,.:H.%i_«..I'£:+:•r. ��"_^i�..»=•t+i't•�..Y..: f:r «..ry �.�...��N�`..a...w.i.:�r=r�.Cii^m}..- �.:!°'�..) c _f`�5°-.+-. • BOLT TIGHTENING PROCEDURES .A325 BOL DIRECT TENSION INDICATOR TURN -OF -NUT METHOD BOLT SIZE INCHES W INCHES SPECIFIED MINIMUM FASTENER TENSION KIPS moo ms. BOLT LENGTH <=4 Dia. BOLT LENGTH 4 Dia.<=8 Dia. BOLT LENGTH 8 Dia.<=12 Dia. 1/2 7/8 12 1/3 TURN 1/2 TURN 2/3 TURN 5/8 11/16 19 3/4 1 1/4 28 7/8 1 7/16 39 1 1 5/8 51 1 1/4 2 71 . . JOINTS NOT SUBJECT TO TENSION LOADS JOINTS NOT SUBJECT TO TENSION LOADS need only be tightened to snug tight condition. This is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench. JOINTS SUBJECT TO TENSION LOADS Two tightening procedures are specified for A325 Bolts in joints subject to tension loads, Turn—of—the—Nut Method or Direct Tension Indicator. Turn—of—the—Nut—Method — First bring bolts to a "snug tight" condition to ensure that the parts of the joints are brought into a good contact with each other. Next, place bolts in all remainingbolt holes and bringto "snug_ tight". Then additionally ighten all bolts by the table above — progressing from the bolts nearest the web, until the bolts have been tightened to applicable nut rotation. During this operation there shall be no rotation of the part not turned by the wrench. Consult the latest edition of the AISC Manual of Steel Construction for more complete instructions for installing high strength bolts. '-1-.; y..�.' � 14:...V "'>B.r. �"y�P� �r'ax :R ,,.E"r" •tiSy"r ::� , - a , ry. R r:. C Y h' .�'t=' .r:T -�^-�iE; �i sn',�•.etii�i::c•'z,tsY. fl . _�. d.,-+, -`i•R +. 'i?::. �`F:`..�.fr'.: ;:Y, . .:.�r�,. .''y ' �- ._' .rr"E':�K . x.. �-=7.z.r.=�.. •.m '£ a - st, v 3 4:`.:.,.k�F.i,'"':.; :e.r., .�.9_ �s-�'w, :.-.r.�Y•e..`�Y.�'..�...,,..�.tE,.7..,..e.:..:.:t,.r,.,.,.�.�.,.-�i.'_1...7,...F.,.�.:�r./�.r3'... .. .,;rv!��,...v ._�.�^', �h>:r.'��'�w..... ...- f. i�r,�„£:�.._`�k.P ,-.`.�, ...r� ....�.,?t_. ..x: d,., 4,,.+-�>,� +�".,..-. �v��;:;'t..ix:'C-:rc.. .,s..3. _.,.-.. .. MAS Multi—Ri-D or R i oc 'panel Lap Y ate: PBR panel shown. if a Non—PBR panel is used the long leg does not exist, both are sort. Mastic taDe sealant is optional on wall panels C TAPE SEALANT 1/2" LAPTEK 20" C.C. LO GE3 LEG Lap shorter leg over the longer and screw 1/2" offset on high rib of panel 20" o.c. Sheet walls from left to right. Begin sheeting walls by centering the middle of the major rib of the first panel on steel line at the left side of the wall. Plumb the first sheet and fasten in place. Mark 3'-0" from the end of the first sheet to where the edge of the next sheet should terminate. When installing the next sheet, stretch or compress the panel to hold the edge of the sheet on the mark you have just made to keep the major ribs on one foot increments. REV DESCRIPTION DATE ADDED OFF MODULE CORNER DETAIL 5/22/02 APPROVED DMV 237 SOUTH 4TH ST ALBION, NE 68620 ma) 327-0790 REVISIONS Taking Pride In Building Excellence .YOB NUNBEAT DESIS. . L5 RCN R ,,_ nerr, 4/ .7.97 P4DS Na UL - 60 ROOF RATING SCRIM PLACEMEY T For 'Multi—Rib or R—Loc' type panel profiles only NOTE: USE (2) TK____ SELF DRILLING SCREWS PER FOOT AT EACH SPLICE IN ROOF SHEETS IF ROOF' SHEET ARE NOT LONG ENOUGH TO COVER AN ENTIRE ROOF SURFACE !_SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT EAVE OD 117, TK____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT PEAK USE LAPTEK SELF DRILLING SCREWS ON EVERY HIGH RIB ALONG THE LAP IF PRESENT, WITH MASTIC CAULK SEALER BETWEEN PANELS. LOCATE TK,....__._,. SCREWS 2 1/2" OFF CENTERLINE OF MAJOR RIBS TK_.___ SELF DRILLER WALL/ROOF SCREW (1) PER FOOT NEXT TO HIGH RIB AT PURLIN REV DESCRTPT€CN DATE APPADVED ADDED OFF NODULE CORNER DETAIL S/22/02 Dmv REVISI❑NS 237 SOUTH 47/4 ST AL8WN, NE 98620 1800) 327-0796 Taking Pride In Building Excellence PAGE Na 3011 KNEW DESIta ,S.S •ev= — ndrr, E/ Tina Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Ruery I Assessor Sales Search Clerk B Recorder Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail { Value Detail Gales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Mill levy Revenues Detail Tax Area Account Number 1 Parcel Number MS Mill Levy 024 8008761 217719200492 46.512 Owner Name and Mailing Address COOMBS, ROY B RHONDA 465 COUNTY ROAD 321 RIFLE, CO 81650 Assessor's Parcel Description (Not to he used as a legal description) SECT.TWN,RNG:19-6-93 DER: A PARCEL OF LAND SITUATED IN THE SW4NW4, AKA LOT 3 BR SUB -DIV. EXEMPTION. PRE:R024373 BK:0511 PG:0187 BK:0511 PG:B18B BK:U469 PG:0529 BK:DDGI PG:0109 BK:1572 PG:922 RECPT:649211 BK:1375 PG:873 RECPT:608378 BK:1368 LPG:587 RECPT:6D6725 BK:1294 PG:322 RECPT:583363 BK:0701 PG:0712 BK0690 PG:0413 BK:0680 PG: D7D7 Location Physical Address: Subdivision: 465 321 COUNTY RD RIFLE http://www.garcoact.com/assessor/parcel.asp?ParcelNumher=21771920D492 8/4/2009 Parcel Detail Page 2 of 4 Land Acres: Land Sq Ft: 5.547 Section Township Range 19 B 93 2009 Property Tax Valuation Information Land: Improvements: Total: Actual Value 150,014 198,660 348.600 Assessed Value 11,940 15,810 27,750 Additional Value Detail Most Recent Sale Sale Date: Sale Price: 8/1/2002 85,000 Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 1 http://www.garcoact.com/assessor/parce1asp?ParcelNumber=217719200492 8/4/2009 Residential Building Occurrence 1 Characteristics 1 1 1 STORY: 2,280 TOTAL HEATED AREA: 2,280 ABSTRACT CODE: SINGLE FAM.RES-1MPRDVEMTS ARCHITECTURAL STYLE: [MODULAR - UBC/IRC/IGC EXTERIDR WALL: VINYL ROOF COVER: COMP SHNGL ROOF STRUCTURE: GABLE INTERIOR WALL: DRYWALL . FLOOR: SHT VINYL FLOOR: CARPET HEATING FUEL: GAS http://www.garcoact.com/assessor/parce1asp?ParcelNumber=217719200492 8/4/2009 Parcel Detail Page 3 of 4 HEATING TYPE: STORIES: BATHS: ROOMS: BEDROOMS: YEAR BUILT: FORCED AIR STORIES I.D 2 2004 Additional Residential/Commercial Improvement Detail Tax Information Tax Year Transaction Type Amount 2008 Tax Payment: Whole ($1,188.34) 20D8 Tax Amount $1,188,84 2007 Tax Payment: Second Half ($585.80) 2007 Tax Payment: First Half ($585.80)' 2007 Tax Amount $1,171,60 2006 Tax Payment: Second Half ($585.52) 2006 Tax Payment: First Half ($585.52) 2006 Tax Amount $1,171.04 2005 Interest Charge $82.36 2005 Tax Payment: Whole ($1,I76.56) 2005 Interest Payment ($82.36) 2005 Fee Payment ($32.25) 2005 Fee Charge $32.25 2005 Tax Amount $1,170.56 2004 Fee Payment ($7.00) 2004 Fee Charge $7.90 2004 Interest Payment ($16.27) 2004 Interest Charge $16.27 2004 Tax Sale Redemption ($1,394,34) 2004 Fee Payment ($4,00) 2004 Tax Payment: Whole ($1,268.40) 2004 Interest Charge $88.79 2004 Fee Payment ($33.15) 2004 Tax Sale $1,394,34 2004 Fee Charge $4.00 http://www.garcoact.com/assessor/parcel.asp?ParcelHumber=217719200492 8/4/2009 Parcel Detail Page 4 of 4 2004] 2004 2004 2003 2003 2003 2003 2003 2003 2003 Interest Payment 11 Fee Charge Tax Amount Tax Sale Redemption Fee Payment Fee Charge Interest Payment Interest Charge Tax Payment: Whole Interest Charge ($83.79)1 $33.15 $1.268.40 ($1,542.12) ($7.00) $7.00 ($30.84) $30.84 ($1,410.16) $98.71 L 2003 Interest Payment ($98.71) 2003 Fee Charge $4.00 2003 Fee Payment ($4.00) 2003 Tax Sale $1,542.12 2003 Fee Payment ($29.25)] 2003 Fee Charge $29.25 2003 Tax Amount $1,410.16 2002 Tax Payment: Whole ($15.68) 2002 Tax Amount $15.68 Mill Levy Revenues Detail Toppf Page Assessor DatabaskSearch Options 1 Treasurer Database Search Options Clerk $ Recorder Database .Search Options Garfield County„ Hnme._Page 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 1 2005 - 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217719200492 8/4/2009 ENGIN--RI\G DA A BUILDING CODE: IBC 06 Job Number: B25539 Job Name: ROY COOMBS Job Location: RIFLE, CO 8 650 Bulkier: TALLY HO CONSTRUCTIONINTERIOR DATE: 7/21/09 DESIGNED BY: IL BUILDING FLAMING LEFT ENDWALL FRAME TYPE: Bearing 7 RIGHT ENDWALL FRAME TYPE: Bearing FRAME TYPE: 2 rigid frames, clear -, ROOF BRACING: Cable Diagonal Bracing LEFT ENDWALL BRACING: Cable Diagonal Bracing RIGHT ENDWALL BRACING: Cable Diagonal Bracing FRONT SIDEWALL BRACING: Cable Diagonal Bracing `''r BACK SIDEWALL BRACING: Cable Diagonal Bracing NO LEFT ENDWALL GIRT TYPE: Inset RIGHT ENDWALL GIRT TYPE: Inset Fige FRONT SIDEWALL GIRT TYPE: Inset BACK SIDEWALL GIRT TYPE: Inset ROOF PANEL: 26 ga. Multi -Rib PB w/ Valspar 10S Finish ROOF PANEL COLOR: Clay (MC) ROOF TRIM COLOR: Clay (MC) WALL PANEL: 26 go. Multi -Rib PB w/ Valspar 10S Finish WALL PANEL COLOR: Light Stone (MC) WALL TRIM COLOR: Clay (MC) ' PROVED SUBJECT TO NOTED In G DIM •..,a9, ' 4.+ FIE' ;D COPY INSPECTION WITHOUT .t;:=4E PLANSO SITE of BUILDING DESCRIPTION STATE CODE: IBC 06 WIDTH: 40 feet LENGTH: 60 feet EAVE HEIGHT: 14 feet ROOF SLOPE: 2:12 DESIGN LOADS LIVE LOAD: 20.00 psf ROOF SNOW LOAD (Pf ): 40 psf RIGID FRAME LIVE LOAD: 20 psf ROOF SNOW LOAD FACTORS COLLATERAL LOAD: 1 psf GROUND SNOW LOAD: 47.62 psf ROOF DEAD LOAD: 2.500 psf I = 1.00 Ce = 1 Ct = 1.20 Cs= 1.00 Terrain Category: C FRAME SELF WEIGHT: INCLUDED Slippery/Unobstructed Roof: Y WIND LOAD: 90 mph Rain -on -Snow Surcharge = 0.00 psf EXPOSURE: C WIND IMPORTANCE FACTOR: 1.00 INTERNAL PRESSURE COEFFICIENT: + 0.18/-0.18 SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: C SEISMIC COEFFICIENT: 0.542 (Ss*Fa) ASSUMED SITE CLASS: D OCCUPANCY CATEGORY: 11 - Normal S5= 0.36 S = 0.08S DS = 0.36 SDI = 0.12 SEISMIC RESISTING SYSTEM: Structural Steel System Not Specifically Detailed for Seismic Resistance ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure The index force analysis procedure is used for buildings located in seismic design category A [Eqn 11.7-1, ASCE7-05 (IBC06)], in which case Cs and R do not apply and are not used to calculate the base shear, V. SEISMIC DATA C5 R V (k) INTERIOR FRAME: 0.12 3.00 1.4 ROOF: 0.12 3.00 LEFT ENDWALL: 0.12 3.00 0.8 RIGHT ENDWALL: 0.12 3.00 0.8 FRONT SIDEWALL: 0.12 3.00 2.1 BACK SIDEWALL: 0.12 3.00 2.1 DEFINITIONS/ABBREVIATIONS Definition of Loading Conditions on Anchor Bolt Reactions Page: DL: Dead Load LL: Live Load CO: Collateral Load WP: Wind Pressure WS: Wind Suction LLR: Live Load Right WL: Wind from Left WR: Wind from Right Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor Bolt Details: EW: Endwalt COMMENTS THIS PERMIT/BUILDING IS FOR AN ACCESSORY STRUCTURE TO A SINGLE FAMILY DWELLING ONLY. THIS STRUCTURE SHALL BE FOR SW: Sidewall RF: Rigid Frame SEISMIC RESISTING SYSTEM ABBREVIATIONS: PRIVATE USE ONLY, NO COMMERCIAL USE IS PERMITTED. DJ; Door JambOMF = Ordinary Steel Moment Frame OCBF = Ordinary Steel Concentrically Braced Frame CC = Cantilevered Column System ---- DRAWING INDEX ENGINEER'S SEAL',; PAGE(S) DESCRIPTION PAGE(S) DESCRIPTION,.,":, fF�<< "' `� 1-3 COVER SHEET /6 - .)21 GENERAL DETAILS•h: �° If -5 ANCHOR BOLT PLAN go ACCESSORY DRAWINGS REVISIONS --,?..5L ,` RIGID FRAME SECTION REV DESCRIPTI©N DATE APPROVED 01% fa nix ENDWALL ELEVATIONS TakingPrideIn Building Excellence PACE No. ° . df ii 4®2 0( /0 �-1/ SIDEWALL ELEVATIONS SENTINEDaramL BUILDING SYSTEMS JOB N JMBER: ib9 �" ' "'' ,41 � "ati o74Z' /c)- ROOF FRAMING PLAN 2 SOUTH ar BAL H ST ROY COOMBS Brff 4` �rFIZA ®e' �� °°°`�.°°°°�,. & . ADDITIONAL DETAILS ALBION, NE 68620 0465 CR 221 DBSICH Tx 1:‘AX4,O .A SNCR• Mr d ,h. /3 ,- /5 JOB SPECIFIC DETAILS (800 327-0790 RIFLE, CO 81650 DATA 7/21/09 DBT. s'L #12 SELF DRILLING TK2125— 1 1/4" LONG PANEL TO FRAMING ONLY NO INSULATION 1,<2150— 1 1/2" LONG PANEL TO FRAMING ONLY UP TO 4" INSULATION TK2200— 2" LONG PANEL TO FRAMING ONLY 4" + INSULATION r W. LAPTEK— 7/8" LONG LAP/TRIM SCREW PANEL TO PANEL TRIM TO PANEL POPRIVET 1/8"0 ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES yr 25 GAUGE ROOF PANED LAI PREFORMED PEAK CAPS MASTIC SEALANT ROOF' SEAMS AKE T7? ifluiuIhIIulmb011IIII IIIIIIIrwrIHIIIIII 1 I II 111111 JAMB TRT, A r 38742 c- g y ite Al},ir ©a 7 2987- -©? ",� o a WAp[R WUY WAVY= OAM CLOSURES 26 GAUGE WALL PANELS OAM CLOSURES ORNEI TRIM ASE TRIM (OP177ONAL) NOTE: FOAM CLOSURES MAY DIFFER DUE TO INSULATION AND/OR OTHER BUILDING OPTIONS COLD FORM- D ST.1._-_L COMON-_-_1\1 IS PRIMED MEMBERS: ASTM A1011 -ss Gr. 55 SHAPE GALVANIZED MEMBERS: ASTM A653 -'SS Gr. 50 CLASS 3 CEE/CHANNEL DIMENSIONS MEMBER PROPERTIES SECT. NAME DIMENSIONS MEMBER PROPERTIES A B till D GA. AREA mum/ Se . SECTNAME A B C D GA. AREA Ix ly Se c i PCE04256 4 EINNIONIEM 16 1111=111111111111111111 0.64 D GCE08256 8 2.5 2.5 .77 16 .79 7.53 .65 1.67 PCE04254 4 MEM .80 14 allgal 1.86 .64 0.84 GCE08254 8 2.5 2.5 .80 14 .99 9.33 .81 2.19 PCE04356 4 IMINIMMUIEEM 16 .68 1.95 Min 0.72 GCE08252 8 2.5 2.5 .87 12 1.41 13.14 1.15 3.28 PC E04354 4 MEI 3.5 .80 14 .85 2.41 1.43 0.90 GCE08356 8 3.5 3.5 .77 16 .91 9.33 1.47 1.62 PCE06256 6 IFEMEMIEM 16 .68 3.84 .59ME= GCE08354 8 3.5 3.5 .80 14 1 .13 11.57 1.83 2.22 PCE06254 6 MEM .80 14 .99 1.07 1.64 0CE08352 8 3.5 3.5 .87 12 1.61 16.29 2.60 3.41 PCE06356 6 111/011E .77 16 .91 5.20 1.85 1.24 GCE10256 10 2.5 2.5 .77 16 .91 12.81 .69 2.06 PCE06354 6 I= 3.5 .80 14 MEM 6.42 2.29 D GCE10254 10 2.5 2.5 14 1.13 15.90 2.99 .80 .86 PC E06352 6 ERIMIMI .87 linal 1.61 8.96 113§2111112111111111 GCE10252 10 2.5 2.5 .87 12 1.61 22.44 1.23 4.48 PC E08256 8 8 IMIIIMIngl MEM .80 16 14 .79 .99 NM 9.33 .65 .81MIME 1.60 GCE 0352 10 3.5 3.5 .87 12 1.81 27.39 2.79 4.88 ZEE GCE12356 12 3.5 3.5 .77 16 1.14 23.97 1.66 2.58 PCE08254 PCE08252 8 Run .87 12 1.41 13.14 1.15 3.28 GCE12352 12 3.5 3.5 .87 12 2.01 42.11 2.95 6.02 PCE08356 8 8 BEIM . 77 .80 16 14EMEMMINI .91 9.33 1.47 1.83 1.65 2.29 D GZE08256 8 2.5 2.5 .65 16 .79 7.62 1.08 1.58 PCE08354 \K GZE08254 8 2.5 2.5 .68 14 .99 9.46 1.35 2.08 PCE08352 8 MEM .87 MEI 1.61 16.29 2.60 GZE08252 8 2.5 2.5 .73 12 1.41 13.35 1.95 3.23 PCE08350 8 10 IMEIMEN 2.5 2.5 .63 .77 10 16 1.97 0.91 19.77 12.81 2.86 .69 4.44 1.99 GZE08356 8 3.5 3.5 .65 16 .91 9.42 2.54 1.59 PCE10256 A GZE08354 8 3.5 3.5 .68 14 1.13 11.69 3.18 2.23 PCE10254 10 El 2.5 .80 14 1.13 15.90 .86 2.87 0ZE08352 8 3.5 3.5 .73 12 1.61 16.50 4.58 3.45 PCE10252 10 2.5 .87 12 1.61 22.44 1.23 4.48 GZE10256 10 2.5 2.5 .65 16 .91 12.93 1.08 1.94 PCE10352 PCE12356 10FIRM .87 12 1.81 27.39 2.79 4.78 GZE10254 10 2.5 2.5 .68 14 1.13 16.06 1.35 2.83 12EIMIEN .77 16 1.14 23.97 1.66 2.48 Y\ D <1--- GZE10252 10 2.5 2.5 .73 12 1.6122.71 1.95 4.40 PCE12252 BRIMOMMEIM - 1.81 34.96 1.29 5.81 B- GEAVEL84/GEAVEH84 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.59 PCE12352 111111 3.5 3.5 .87 12 2.01 42.11 2.95 6.17 GEAVEL82/GEAVEH82 8 4.0 4.0 1.0 12 1.74 18.11 3.79 3.84 EAVE STRUT GEAVEL04/GEAVEHO4 10 4.0 4.0 1.0 14 1.37 21.63 2.95 3.38 PZE04256 4 2.5 2.5 .65 16 MEN= 1.08 0.62 PZE04254 4 MIRO .68 14 .71 1.92 IRE 0.80 GEAVEL02/GEAVEHO2 10 4.0 4.0 1.0 12 1.94 30.29 4.08 5.19 PZE04356 4 min .65 16 .68 1.99 2.54 0.65 GDLO8PO4YGDHO8PO4 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.59 PZE04354 PZE06256 4 MEE 3.5 .68 14 .85 2.46 3.18 0.85 _____-.5____11 D PRIMED MEMBERS: ASTM A1011 -SS Gr. 55 6 MIMI .65 16 .68 3.91 1.08 1.07 T DIMENSIONS MEMBER PROPERTIES PZE06254 6 2.5 2.5 .68 14 .85 4.84 1.35 1.37 SECT. \IAME A B C D GA. AREA Ix iy Se PZE06356 6 3.5 3.5 .65 16 .79 4.91 2.54 1.13 PCH06306 6.25 2.99 2.99 0.0 16 .68 4.23 .62 0.75 PZE06354 6 3.5 3.5 .68 14 .99 6.09 3.18 1.47 PCH06304 6.25 3.01 3.01 0.0 14 .85 5.30 .78 1.04 PZE06352 6 3.5 3.5 .73 12 1.41 8.57 4.58 2.27 _L PCH08306 8.25 2.99 2.99 0.0 16 .79 8.11.67 1.00 PZE08256 8 2.5 2.5 .65 16 .79 7.62 1.08 1.51 __ ji_r_ PCH08304 8.25 3.01 3.01 0.0 14 .99 10.07 .85 1.53 PZE08254 8 2.5 2.5 .68 14 .99 9.46 1.35 2.04 \---- B -----‘ PCH08302 8.25 3.05 3.05 0.0 12 1.41 14.26 1.23 2.49 PZE08252 8 2.5 2.5 . 3 121.41 13.35 1.95 3.18 PCH10306 10.25 2.99 2.99 0.0 16 .91 3.53 .71 1.27 PZE08356 8 3.5 3.5 .65 16 .91 9.42 2.54 1.53 MATERIAL THICKNESS PCH10304 10.25 3.01 3.01 0.0 14 1.13 16.83 1.89 PZE08354 8 3.5 3.5 .68 14 1.13 11.69 3.18 2.19 16ga = 0.057" PCH10302 10.25 3.05 3.05 0.0 12 1.61 23.85 .90 1.30 3.47 PZE08352 8 3.5 3.5 .73 12 1.61 16.50 4.58 3.38 14ga = 0.071" 12ga = 0.101" ENCINEER S SEAL PZE10256 10 2.5 2.5 .65 16 .91 12.93 1.08 1.87 PZE10254 10 2.5 2.5 .68 14 1.13 16.06 1.35 2.68 10ga = 0.129" .4. PZE10252 10 2.5 2.5 .73 12 1.61 22.71 1.95 4.34 --, Lfr, REVISIONS nO %.,.., .,. e• 14 ''.• ' PZE12356 12 3.5 3,5 .68 16 1.14 24.11 2.54 2.31 PZE12352 12 3.5 3.5 .73 12 2.01 42.43 4.58 5.97 REV DESCRIPTION DATE APPROVED . <32'0 PDLO6P06 PDHO6P06 6 4.0 4.0 .77 16 .85 5.35 1.85 1.21 Taking Pride In Building Excellence Ries No. s...n.11:7...- ,, rrit 0 ,,I• 00 i 4 PDLO6PO4 PDHO6PO4 6 4.0 4.0 .80 14 1.06 6.62 2.30 1.59 SMINEL BUILDING SYSTEM JOB Mb* ***An.% /W.- I -'.. C,00 f)} j kti EAVE L84 EAVE H84 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.54 A Meow wOLOBAL IMOWnni2S PIM . ;2U553' EAVE L82 EAVE H82 8 4.0 4.0 1.0 12 1.74 18. 3.79 3.77 237 SOUTH 4TH ST ROY COOMBS ALBION, NE 68620 CR 221 DESIGN: TL 3 . 5P1.,nit I. sn.ue so ICIN;Li- t''' EAVE L04/ EAVE H04 10 4.0 4.0 1.0 14 1.37 21.63 2.95 3.24 0465 ENCR: BNir gf falutturalw ' MOO) 327-0790 RIFLE, CO 61650 7/21/09 RV:. cmc.N.L., _�DAM • S'" "6"; EAVEL02/EAVE H02 10 4.0 4.0 1.0 121.94 30.29 4.08 5.10 FRAME LINES: 2 3 H COLUMN LINE V lV RIGID FRAME: MAXIMUM REACTIONS. ANCHOR BOLTS, & BASE PLATES Column Reactions (k ) Frm Col Load Hmax V Load Hmin V Line Line Id H Vmox Id H Vmin 2 * A 1 7.2 18.3 2 -2.8 4 -0.4 2 * D 3 2.8 -4.2 1 -7.2 1 -7.2 18.3 5 0.4 2 * Frame lines: 2 3 Anc. Solt Base Plate (in) Grout No D(in) Wid Len Thk (in) -4.2 4 0.750 6.000 16.00 0.375 0.0 -6.0 18.2 4 0.750 6.000 16.00 0.375 0.0 -6.0 BRACING REACTIONS, PANEL SHEAR ± Reactions (k ) --Wall-- Col --Wind----Seismic- Loc Line Line Horz Vert Horz Vert L_EW 1 F..SW 0 R,.,_EW 4 B....SW A B ,C 3 ,4 D ,C 2 ,1 1.3 1.4 1.9 1.2 1.3 1.3 1.9 1.2 0.8 2.1 0.8 2.1 0.8 1.3 0.8 1.3 Panel Shear (Ib/ft) GENERAL NOTES 1. Foundation design and construction are not the responsibility of SENTINEL Buildings Systems. 2. The building reaction data reports the loads which this building places on the foundation. 3. Anchor bolts shall be accurately set to a tolerance of +/- 1/8" in both elevation and location. 4. Column base plates are designed not to exceed a bearing pressure of 1050 pounds per square inch. 5. All walk doors are to be field located with drilled in wedge anchors. 6. Total anchor bolt length is embedment + projection. Bend length is not included in total length. 7. All bent anchor bolts to be ASTM F1554 Gr36 threaded round stock (rolled or cut thread) with plain finish, unless noted. 8. When anchor rods are located close to the free edge of the concrete, the tensile and/or shear strength of the anchor rods cannot be fully developed. In these cases, steel reinforcement in the concrete must be sized and developed (not by Sentinel) for the required tensile or shear forces in the anchor rods. 9. For buildings classified as closed (Closed/Open = C), Sentinel Building Systems does not investigate the influence of the design wind load on the metal building system with doors and windows left open. The end customer must assure that during times of high winds all overhead doors, sliding doors, large doors (such as bi-fold & hydraulic), walk doors and windows will be closed & latched. ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS. & Frm Col Load Line Line Id Column Reactions (k ) Hmax V Load Hmin V H Vmox Id H Vmin 1 A 6 0.7 8 0.0 1 B 6 1.3 8 0.0 1 C 9 1.3 10 0.0 - 0.9 2.9 - 3.4 8.2 -3.4 8.2 1 D 9 0.7 -0.9 10 0.0 2.9 7 -0.6 6 0.7 7 6 7 9 7 9 -1.2 1.3 -1.2 1.3 -0.6 0.7 4 0 6 0.7 -2.1 7 -0.6 11 0.0 2.9 6 0.7 4 C 9 1.3 -2.4 7 -1.2 11 0.0 8.2 9 1.3 4 B 9 1.3 -2.0 7 -1.2 12 0.0 8.2 9 1.3 4 A 9 0.7 12 0.0 -0.9 7 -0.6 2.9 9 0.7 BASE PLATES Anc. Bolt Bose Plate (in) Grout No D(in) Wid Len Thk (in) -0.7 - 0.9 -1.5 -3.4 - 1.5 - 3.4 - 0.7 -0.9 - 0.7 -2.1 - 1.5 -2.4 -1.5 -2.0 - 0.7 -0.9 2 0.750 4.000 8.000 0.375 0.0 2 0.750 4.000 8.000 0.375 2 0.750 2 0.750 2 0.750 2 0.750 2 0.750 2 0.750 4.000 4.000 4.000 4.000 4.000 4.000 8.000 8.000 8.000 8.000 8.000 8.000 0.375 0.375 0.375 0.375 0.375 0.375 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are os shown in the sketch. Foundation loads are in opposite directions. 3. Brocing reoctions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions ore based on the following building data: Lidth ength(f(ft) Eove Height (ft) Roof Slope rise/12 Dead Lood (psf ) Collateral Load (psf Live Load (psf ) Snow Load (psf ) Wind Speed (mph ) Wind Code Exposure Closed/Open Importance Wind Importance Seismic Seismic Design Cotegory Seismic Coeff (Fa*Ss) ) = 40.0 = 60.0 = 14.0/ 14.0 = 2.0/ 2.0 2.5 = 1.0 = 20.0 = 40.0 = 90.0 = IBC 06 = C = C = 1.00 = 1.00 = C 0.54 5. Loading conditions are: 1 DL+CL+SL+Drift+Slide 2 0.60DL+WL1 3 0.60DL+WR1 4 0.60DL+LnWnd 1 +LWIND 1 _L2E 5 0.60DL+LnWndl+LWINDI_R2E 6 0.60DL+WL2+WS 7 0.60DL+WP+LnWnd l 8 DL+CL+E1UNB_SL_L 9 0.60DL+WR2+WS 10 DL+CL+E1 UNB_.SL._R 11 DL+CL+E2UNB_SL_L 12 DL+CL+E2UNB.,SL._R REVISIONS REV NEL BUTT DIS EMS 237 SOUTH 4271 ST ALBION, NA' 68620 (800) 327-07,90 PROJECT DESCRIPTION Taking Pride In Building Excellence ROY COOMBS DATE APPROVED JOB NUMBER: B25539 "' 0465 CR 221 RIFLE. CO 81650 DESMON 7Z .ENCR• Dill PACE Na. mewl On PR, orgaant 0. Mahal 10000150, ..nor a ocling Pr 1 typeolsRAtyUr non., nanftd StstimT 00.100 LIP 04.00P^. DATA:' 7/21/09 DEQ:' ENGINEER'S SEAL Dia= 3/4" 8" DETAIL A EW/ SW See Pian DETAIL E Dia= 3/4" FP DETAIL B Dio= 3/4" DETAIL C Dia= 3/4" 6" 4" 1 3/4" 1 3/4" See Pian DETAIL D SW ALL DRAWINGS NOT TO SCALE DIAGONAL MEASUREMENT = 72'-1 5/16" 60'-0" OUT -TO -OUT OF STEEL 20-0" 20'-0" 20'-0" 0 X -Bracing 2'-4" • • D • r r r E • ♦ r • 0" 2' 11 z 0 cn z La 00 - I to 0-3x 1- 0 0 20'-0" 20'-0" X --Bracing 20'-0" AC:.1 A€'r] FRAME DIMENSIONS O 0 O ANCHOR BOLT PLAN NOTE: All Base Plates 100'-0" (U.N.) ANCHOR BOLT SUMMARY Ont Loc fa 8 ISf 16 €8f 16 DJ EW RF Dia (in) 3/4" 3/4" 3/4" Total Bend Type Len Len Proj (in) (in) (in) A36 A36 A36 11.5 11.5 11.5 4.00 4.00 4.00 2.50 2.50 2.50 0 V 2 CD I X 0 ENGINEER'S SEAL REVISIONS REV a � I a A Ikvtm UGLiihAI. 237 SOUTH 4TH ST ALBION, NB 68020 (800) 327-0790 PAU= DESCRIPTION Taking Pride In Building Excellence ROY COOMBS DATE JOB NUMBER: APPROVED 1125539 '' 0465 CR 221 RIFLE, CO 81650 DESIGN: TL .ECD: DMF PACE No. 5 ..asr. HMI eq..a wenn! en Ito •• SOnrsounAILM. Gres ++•rteti rr. °n• el Ito em•taxl. �. n Ststnno UnOte tlx Ppor v d ir. DATE: 7/2f/09 DET.' SPLICE PLATES & BOLTS Splice Mark Quan Bolt Top/ Bot/ Int Type Dia Length Plate Size Width Thick Length SP— 1 SP— 2 4 2 0 A325 0.750 2.50 4 4 0 A325 0.750 2.00 6" 3/4" 1'-9 1/2" 6" 1/2" 1'-11' V FLANGE BRACES: Both Sides(U.N.) FABxxA(1): x8x=length(in) 2" 12 • 4/4C Clay 26 ,a. MS. 20-1.. PS- 20'-. MEMBER SIZE TABLE MARK MEMBER LENGTH RF1-1 RF1-2 W16x26 W16x26 13'--1 7/8" 20'-3 5/16" 3 3/4" .....-"'" NF 1-2 RF 1 -2 • a 0) u_ vrrirrrrin7r/ 0 as 0 O N � 1'-3 11/16" 37-4 5/8" Clearance 'r 0 a1 0 O 0 al U a. v, irxiisrirrrn 1'-3 11/16" 40'-0" OUT -TO -OUT OF STEEL RIGID FRAME CROSS SECTION FOR FRAME LINE 2 3 REVISIONS REV DESCRIPTION DATE APPROVED 2 N 12 ENGINEER'S SEAL SENTINEL �DoIN Dorman arCbLLiiBALSYSTEMS 237 SOUTH 4'7'11 ST ALBION, NA' 68620 (800) 327-0790 Taking Pride In Building Excellence PACE Na. PFOTJECI ROY COOMBS JOB NUMBER: B25539 0465 CR 221 RIFLE, CO 81650 DES"/CN.: TL ENCi DMl1' PATE: 7/21/09 DET: =▪ nod on thr enrs.yair n.ont we. mat ✓ - t aha. 01 0, 0. Th. nomenntaky the the ntructarel pwiamti.ww or 4w by Sonksal E.aq 40'-0" OUT -TO -OUT OF STEEL 8" 12 1S-4" 2 PI 3' - 8" v830 F830 FB30 ER -2 12 C EC -1 J EC -2 EC -2 ENDWALL FRAMING: FRAME LINE 1 FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLITS MAY BE REQUIRED ACROSS GIRT DEPTH SLOTS 1 1/2" WIDE AND 3" LONG w -ALIGN GIRT SL OT(S) W/ COLUMN SLOT(S) Slot location nay vary across girt depth for bracing * attaching to endwall corner columns J EC -3 BOLT TABLE FRAME LINE 1 LOCATION QUAN TYPE DIA LENGTH ER-1/ER-2 Columns/Raf 8 A325 1/2" 1 1/2" 4 A325 1/2" 1 1/4" MEMBER TABLE FRAME LINE 1 QUAN MARK PART LENGTH 2 1 6 3 2 EC -1 EC -2 EC -3 ER -1 ER -2 G-1 G-2 CB -1 PCE08352 PCE08354 PCE08356 W8x10 W8x10 PZE08256 PZE08256 3/8" STR 12'-6 15/16" 14'-9 5/8" 12'-6 15/16" 20'-3 5/16" 20'-3 5/16" 12'-7 1/2" 11'-10 1/2" 15'-10" ANGLE TABLE FRAME LINE 1 OID PART LENGTH 1 2 PCH08206 PAN04206 20'-0" 20'-0" CONNECTION PLATES FRAME LINE 1 ❑ ID QUAN MARK/PART 7 4 CGC8 FLANGE BRACE TABLE FRAME LINE 1 V ID MARK LENGTH 1 FB30 2 / \ Note: Girts below 7'-4" may be cut in the field to allow installation of field located walkdoors and windows. REVISIONS REV DESCRIPTION DATE APPROVED .ENGINEER'S SEAL Taking Pride In Building Excellence PACE Na. "1disFw dw oar* raaaaa aa '. ia oda" as tar Einkwat award. TTat laaptaelaZty anciaar """." 0 alLaart W�athe Z.S1aa;M1 8=d SENT DING m° - A i1M%tr. pGUi9AL 3musrai p . 237 3011711 4TH ST ALBION, NA' 68620 (800) 327-0790 ROY COOMBS JO NUMBER: .125539 0465 CR 221 DESIGN: Ti RIFLE, CO 81650 ENC& DOZY DAT!: 7/23/09 DAT.' 12 40'-O" OUT -TO -OUT OF STEEL 13'-4" 3'- 0 EC -4 DH -1 0 G-1 3070 WALK DOOR G-1 EC -6 ENDWALL FRAMING: FRAME LINE 4 -FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH SLOTS 1 1/2" WIDE AND 3" LONG w -ALIGN GIRT SLOTS) W/ COLUMN SLOT(S) Slat tocation may • vary across girt depth for bracing w attach€ng to endwall corner columns EC -3 BOLT TABLE FRAME LINE 4 LOCATION QUAN TYPE DIA LENGTH ER-1/ER-2 Columns/Raf 8 A325 1/2" 1 1/2" 4 A325 1/2" 1 1/4" 2'h 12 42.0" OF CLEARANCE FOR OVERHEAD DOOR W/O OPERATOR BETWEEN HEADER AND UNDERSIDE OF PURLINS AT THE DOOR JAMB. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. MEMBER TABLE FRAME LINE 4 QUAN MARK PART LENGTH 1 1 11 11 16 1 EC -3 EC -4 EC -5 EC -6 ER -1 ER -2 DH -1 G-1 CB -2 CB -3 PCE08356 PCE08352 PCE08354 PCE08354 W8x10 W8x10 PCE08356 PZE08256 1/4" STR 1/4" STR 12'-6 15/16" 12'-6 15/16" 14'-9 5/8" 14'-9 5/8" 20'-3 5/16" 20'-3 5/16" 12'-0" 12'-7 1/2" 17-1" 15'-3" ANGLE TABLE FRAME LINE 4 OID PART LENGTH 2 PCH08206 PAN04206 20'-0" 20'-0" CONNECTION PLATES FRAME LINE 4 ❑ ID QUAN 7 4 MARK/PART CGCG FLANGE BRACE TABLE FRAME LINE 4 DID 1 MARK FB30 LENGTH 2'-6" / Note: Girts below 7'-4" may be cut in the field to allow installation of field located walkdoors and windows. REVISIONS REV DESCRIPTIO DATE 1 APPROVED ENCINE'ER'S SEAL SENTINEL BUILDING,SYSTEMS A Dertlew or31-OBA1. 3mw7ax3. pG 237 SOUTH 4771 ST ALBION, NB 68620 (800) 327-0790 Taking Pride In Building Excellence PACE Na. ROY COOMBS JOHNUMBER: 2553' 0465 CR 221 RIFLE, CO 81650 DESICN: TL ENCR DMW nhe a,wa,v. afft?ent wet rex *gar.. 0 *roan .f men ea. 0,e Try�..�i d tame. The at ..axly .r trn nmW me Spews Sealed &rata le n. �.n Pt or Tar DATE. 7/23/03 DET. 12 12 gra �d- ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. M5 — Light Stone (MC) r� -4- CJ ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Go. MS — Light Stone (MC) 2' 12 2 12 TR M TABLE FRAME LINE 1 & 4 0 I QUAN PART 1 23 4 5 6 7 8 4 4 4 2 3 21 TOC14 T --RTC TRT20 TRT10 T—PBF THJ14 TJT 14 THT14 LENGTH 14'-3" 6 7/8" 20'-3" 10'-3» 2'-0" 14'-3" 14'_3" 14.-3" REVISIONS REV SFNTINFJ RUI[ DIN[; SYSTEMS A Emma 3G4.ORAL iatmrtxx 3 C. 237 SOUTH 4TH ST ALBION,, NE 68620 (8OO) 327-0790 DESCRIPTION Taking Pride In Building Excellence ROY COOMBS DATE APPROVED PACE Na. JOB N1).8ER: B25539 0465 CR 221 RIFLE, CO 81650 DESIGN. Ti ENCR° D/I1 ENGINEER'S SEAL DATE: 7/23/09 x:• WEIL e cr He • :4Y • V- ,���;!Ai 60'-0" OUT -TO -OUT OF STEEL 20'-0" G -3 G-3 EC -3 4'-0" E-1 DH --1 12'-0" 4'-0„ 24.0" OF CLEARANCE FOR OVERHEAD DOOR AT THE EAVE, 19.39" AT THE FIRST PURLIN LOCATION. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. ©O RF1--1 G-5 DH -1 E-2 E- 12'-0" SIDEWALL FRAMING: FRAME LINE D (Gutter with 3 downspouts) 0 FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH EC -4 SLOTS 1 1/2' WIDE AND 3` LCING� w -ALIGN GIRT SLOT(S) W/ COLUMN SLOT(S) Slot location may vary across girt depth for bracing attaching to endwall corner columns 0 I I a 00' iO i I v O € I 00 O i i I v I <f E tr I 1- I 1 1 I I tr 00 SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. MS - Light Stone (MC) MEMBER TABLE FRAME LINE D QUAN MARK PART LENGTH 4 2 1 1 1 2 4 2 1 1 1 DJ -1 DH -1 E-1 E— 2 E— 3 G-3 G-4 G-5 G-6 G-7 CB -4 CB -5 PCE08356 PCE08356 EAVEL04 EAVEL04 EAVEL04 PZE08256 PZE08256 PZE08256 PZE08256 PZE08254 3/8" STR 3/8" STR 13'-1 1/2" 12'-0" 19'-11 1/2" 19'-11 1/2" 19'-11 1/2" 3'-7 1/2" 3'-3 3/8" 3'-3 3/8" 19'-7 3/8" 19'-7 3/8" 20'-2" 20'--10" SPECIAL BOLTS o ID QUAN TYPE DIA LENGTH WASH 1 2 6 A307 1/2" 4 A307 1/2" ANGLE TABLE FRAME LINE D 0 I QUAN 1 2 PART PCH08206 LENGTH 20 —0 TR M TABLE FRAME LINE D OED QUAN PART LENGTH 2 3 45 6 78 9 10 2 3 6 2 2 361 4 2 TOC14 TSG20 TET 10 TSGEC T—OCB T—GS— THJ14 TJT 14 THT14 20'-3" 10'-3" 5" 1'-8" 6" 14'-3" 14'-3" 14'-3" CONNECTION PLATES FRAME LINE D 0 ID QUAN MARK/PART 2 6 8 42 PC8BLT JMES ESCLIP REVISIONS REV DESCRIPTION DATE APPROVED ENCINEER'S SEAL Taking Pride In Building Excellence PACE No. SENTINEL BUILDING SYSTEMS A Ammo orGLFFBAL kyrittCL, p . 237 SOUTH 4TH ST ALBION, NE 6'8520 (800) 327-0790 ROY COOMBS P, JOB NNUMBER: 5539" 0465 CR 221 RIFLE, CO 81650 DESIGN. TL !NCI: DNI / �Matolnr �Ur caRoent sot nor SMOSI cow rm. 6?cu.') wN iixa. n.. tht sylo 16,40 io r canctorarRearmost'1 DATE& 7/23/09 DET. 60'-0" OUT -TO -OUT OF STEEL 20'-0" 20'-0" 0 20'-O" 0 E-1 0 fp E-4 E-5 G-7 Ea G-9 IMPt G-7 G-6 1 0 t --,1 -1 I-TO76 WALK DOOR 1 G-8 111 1 ailliPilir- c" 0-6 C il 0 1 .Q4 I' (T) EC -3 RF1-1 SIDEWALL FRAMING: FRAME LINE A / Note: Girts below 7'-4" may be cut in the field to allow installation of field located walkdoors and windows. RFI - FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH EC -1 SLOTS 1 1/2" WIDE AND 3' LDNG A -ALIGN GIRT SLOT(S) W/ COLUMN SLOT(S) Stot location riay vary across girt depth for bracing attaching to endwatt corner columns SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. MS - Light Stone (MC) MEMBER TABLE FRAME LINE A QUAN MARK PART LENGTH 1 1 1 2 2 1 1 1 1 E-1 E— 4 E— 5 G-6 G-7 G-8 G-9 CB -4 CB -5 EAVEL04 EAVEL04 EAVEL04 PZE08256 PZE08254 PZE08256 PZE08254 3/8" STR 3/8" STR 19'-11 1/2" 19'-11 1/2" 19' —11 1/2" 19'-7 3/8" 19'--7 3/8" 19'-3 1/4" 19'-3 1/4" 20'-2" 20'-10" SPECIAL BOLTS 0 ID QUAN TYPE DIA LENGTH WASH 1 2 6 A307 1/2" 1" 4 A307 1/2" 1" 1 1 ANGLE TABLE FRAME LINE A OIDI QUAN PART LENGTH 1 3 PCH08206 20'-0" TR M TABLE FRAME LINE A OID QUAN PART LENGTH 2 3 2 6 ITOC14 ITET10 14'-3" CONNECTION PLATES FRAME UNE A ID QUAN 1 6 8 2 MARK/PART PC8BLT ESCLIP REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL SENTINEL BUIL DING SYS1111,1 A DVAror.koBeg. Jogrnmes. 237 SOUTH 4771 ALBION, NE 68620 (8OO) 327-07,90 Taking Pride In Building Excellence PAGE No. PROJECT ROY COOMBS ,09Nu.9ER, B 2 5 5 39 0465 CR 221 DESIGN! TL RIFLE, CO 81650 ENCR:Dill DATE: 7/23/09 1/ BET': Mahar Us spv.orr roved tto ars...I rd. r.r. ' at GsAal 3.0,41Aos. kt pang ea Ms Ensinoor al limoccrs. oeverota:t, the 4.0.trer nomad SonlYwd Mien* ,4140,4•gmand te, mi....a a ow br SostOne STIWns. 7!):413 : 9: f/; 1:3 71q.'t 60'-0' OUT—TO—OUT OF STEEL 20'-0" 20'-0" w 0 N LJ 0 O N w '61 0 w lz 0 0 CC [$" 11, P-1 T . I P -2(T p) C3 1 I. P -1(T p) IIIIIIMIIIIIIIIIIIIICS IIIIMIIIIIIIIIIIIII - lippr RFI —2 t RF1-2 FR -2 06) `'111111 I I 11 I0 11 P-2(Typ) P-1Ty) 0 P-1(Typ) RF1-2 J REI -2 ER -1 II IIMIIIIIIIIIIII Q?/ CJ 0 ] F Q 1 II1 10IIIIIIMMIIII Ti PURLIN LAP 2'-1 3/4= 2'-1 3/4" ROOF FRAMING PLAN GENEAL. NOTES: NOTE: Refer to the rigid frame cross section drawing for roof sheet placement and extension past eave strut. 2'-1 3/41" 3/4' N.) 1 0 (20) Ln U w QCN O N MEMBER TABLE ROOF PLAN QUAN 20 120 1 1 4 MARK P-1 P-2 E-1 E— 2 E-3 E-4 E-5 CB -6 PART LENGTH PZE10254 PZE10254 EAVEL04 EAVELO4 EAVEL04 EAVE L04 EAVEL04 1/4" STR 22'-1 1/2" 24'-3 1/2" 19'-11 1/2" 19'--1 l 1/2" 19' —11 1/2" 19'-11 1/2" 19'-11 1/2" 25'-10" SPECIAL BOLTS ROOF PLAN 0 ID QUAN TYPE DIA LENGTH WASH 1 2 6 A307 1/2" 1" 4 A307 1/2" " TRIM TABLE ROOF PLAN OID QUAN PART LENGTH 2 20 MRC366 3' -0" ROOF SHEETING PANELS: 26 Go. MS — Clay (MC) ANGLE TABLE ROOF PLAN OID PART LENGTH 1 PAN04206 20'-0" CONNECTION PLATES ROOF PLAN DID QUAN MARK/PART 6 4 ESCLIP REVISIONS REV a'N INEE BUILDING SYSTEMS PA cT a Anprs mrL-QBA. kmmes . aG 237 SOUTH 4.771 ST ALBION, NE 68620 (800) 327-0790 DESCRIPTION Taking Pride In Building Excellence ROY COOMBS DATE JOB NUMBER: APPROVED 825539 0465 CR 221 RIFLE, CO 81650 P401 /lo. DESIGN: TG /� ENG/I- MK` 12471• 7/23/09 DA'T.• ENGINEER'S SEAL ,kala, the orn.... do Sintkni Syetams.. etrwebb of taEW Mclua+ra Inc %° ° co the a reetebergoity althe ebb_ nOnnIn3 net tetuctural by Sete:net fl= NOTE: IF BUILDING HAS AN ENDWALL OVERHANG, PLACE THE GABLE RAKE ANGLE, ON THE BOTTOM OF THE PURLIN END ❑F BUILDING ENDWALL RAFTER ENDWALL COLUMN 1/2'x1' USE A307 BDLTS (2) PER WELDED CLIP GABLE RAKE ANGLE #IZ S. D. SCREW ROOF PURLIN 112'x1' A3D7 DOLTS SIDEWALL GIRT----- _� : � ° ° BOLTS, 0.5'x1.0" (2) REQUIRED PLACED DIAGONALLY>' BOLTS, SEE ENDWALL DRAWING FOR DIA & TYPE WASHER COLUMN SIDE .`�� V � r� ) WELDED GIRT CLIP r r ' CGC? CLIP z_____ _ r . a �'r'� - I WELDED PLATE ENDWALLD.s RAFTER --------- FLANGE BRACE x 1.D A307 BOLTS BOLTS cTYP) 0.!V ENDWALL COLUMN -------- J �'� LONE SHOWN, TWO "`"' ty � r r • ' I I WELDED GIRT CLIA ENDWALL GIRT ` f 1 A7 SECTION THRU ENDWALL RAFTER MAY BE USED) B4 ENDWALL RAFTER TO COLUMN WALL GIRT C4 ENDWALL COLUMN TO WALL GIRT CORNER D4 CORNER COLUMN COLUMN TO WALL GIRT N❑TE:IREVIEW RIGID NOTE: REVIEW RIGID ENDWALL COLUMN ENDWALL RAFTER FRAME CROSS SECTION DRAWING FOR THE NUMBER OF FLANGE BRACES AND THEIR LOCATION. THERE MAY BE 0, I OR 2 FLANGE BRACES REQUIRED. FRAME CROSS SECTION DRAWING FOR THE NUMBER OF FLANGE BRACES AND THEIR LOCATION. THERE MAY BE 0, 1 FLANGE BRACES REQUIRED. NOTE: ORIENT THE OR 2 BOLTED �I p p 0.5" x 11.0.01' ROOF CLIP WITH THE SHORT FACING UP. 1/2'x1' LEG A307 BOLTS �IITh p p A307 (TYP) (6) REQUIRED PURLIN A307 FRAME RIGID FRAME INSIDE FLANGE iimiBmoDLTS, - - COL UMN LUMN FCLANGE --N BRACE FLANGE\STILill /G 1/2'x1 1/2' TS {) p . r' �'ii i 1111WII p p L _ _ _ _ J f �� �II� \� RIGID FRAM �'�� RRAFTER BASE PLAT 411) BASE PLATE COLUMN OR TO ENDWALL DOOR JAMB E5.191.0vG IFPRESENT SEE ENDWALL DRAWING FOR BOLT DIA AND TYPE. RAF TER SPLICE AT SURFACE CHANGE OUTSIDE FLANGE \„ RIGID FRAME INSIDE FLANGE ROOF PURLIN TO INTERIOR i BRACE 4 �� /4. RIRAME F �� RAFTER A3071BOL (TYP) FRAME RAFTER WALL GIR RIGID FRAME OUTSIDE FLANGE WALL GIRT BOLTS, 0.5' x 1.0' (TYP) (2) REQUIRED/GIRT TO FRAME COLUMN ENGINEER'S SEAL Li �_�L< �` REVISIONS s tiiM1� f .,°rbi'''�,��4 Www REV DESCRIPTION DATE APPROVED :: a < lei , i l ���` Taking Pride In Building Excellence PACE Na. Naha' t..nv�+ ° 38f'J n i ., o SFNTINEI BUILDING SYSTEMS PPD"�r JOB NUMBER: "a++ %a l c� .! l A °" �`° " �` 237 SOUTH 4TH Srha ROT COOMBS 8,2,55319 ; � °`° ; 0°7�9 °°maaanc ALBION, NE 68620 1%465 CR 227 DBS/CN TC 5 =e „ g,,,,, r AL11'n �1' �5/O � :- SNC/ - DNf %�•J � �-` (800) 327-0790 RIFLE, CO 81650 DATd` 7/23/09 DE7 � 1/2' x 1.0' t412 S.D. SCREW A307 BOLTS cTK2075) WASHER EAVE STRUT SIDE ''''''Itpbip%orlill0Ir GABLE RAKE EAVE STRUT ANGLE 444 ri NOTE: IF BUILDING HAS AN ENDWALL.' OVERHANG, PLACE THE GABLE RAKE ANGLE ON THE BOTTOM OF THE EAVE STRUT, ENDWALL RAFTER THE 4' LEG OF RAKE ANGLE RUNS ALONG THE ENDWALL TO FASTEN WALL SHEETS TO THE BUILDING. 8 EAVE STRUT TO ENDWALL RAFTER EAVE RIGID FRAME RAFTER 1/2'x1 1/2' A307 WASHER EAVE STRUT SIDE END PLATES 0 EAVE STRUT BOLTS, STRUT �' RIGID FRAME TO RIGID COLUMN /'� l EAVE STRUT TO RIGID FRAME CLIP FRAME .navtsstuvc BOLTED WELDED WALL GIRT 1/2"xI' 411)WALL DOOR JAMB GIRT CLIP / , : / '' / . / / rJMES A3Q7 BOLTS GIRT TD DDDR 1 1. G i JAMB 111111111 l � � / Ots;l.t)vs #12 S.D. FIELD L 4 SCREWS EAVE STRUT alp ii DOOR JAMB DDDR JAMB TO EAVE STRUT u[sa.ouc DOOR HEADER (2) 1iBO DIS 0 DOOR HEADER AI 11 II ..fir.-I.; TD o. D❑DR MELDED END PL, DOOR )AMD JAMB BRACE ` CABLE ` ,, EYEBOLT SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT I Q2 DIAGONAL CABLE, GRIP DEAD END COLUMN OR RAFTER WEB WASHERHILLSIDE FLAT �..;!� WASHER NUT EYEBOLT END SHOP SLOTTED CABLE PLATE CABLE `�; , EYEBOLT SLOT IN WEB TO HILLSIDE WASHER INSERT AND EYEBULT Q5 DIAGONAL CABLE, AT DOOR CLAMP III ON 0 1 F�:• EYEBOLT JAMB CABLE JAMB FLANGE RETURN JAMB WEB WASHERHILLSID FLAT WASHER NUT END SFNTTNEL ENGINEER'S SEAL ` �s = s Ea.. r'� C.fveA Ey P ry, t y,, o y� r:', 07 REVISIONS REV • DESCRIPTION DATE APPROVED a VVVVVV '''""'''i fs f �.� C- F;';) , °n l h" u ���Q og % /' �cc • ..000.0 , k° ION 'i`-, }. *� -. BUILDING SYSTEMS Taking Pride In Building Excellence PAC No. t ward the AR ream tree atiaten or 4.-*rr. ot ted d PR°4"1 ROY COOMBS dog NUJ4DEt: B2553,9 J. /!L j u ha , A Dorm. 1:1G-DRAL iarxwii, M 237 SOUTH ow sr Ar�raN NE 68620vEsrG�+ (800) 327-0790 0465 CR 221 rc b INCA- MY RIFLE, CO 81650 4M 7/23/09 r� r- orarb . SIDEWALL C❑ UMN 41111lS Concrete I-1/2" x I-1/2" Apply Mastic base SECTION T4 WALL Faundatio OPTIONAL under foam AND PANEL 1111 closures CONCRETE VERGE ANCHORS AND AT BOTH ENDS OF ANGLE. BUILDING IF SPACED GREATER � NOTCH MASTIC base angle Doty if are used 1/4' WEDGE THRU WALL PANEL FOUNDATION SPACED 30" a.c. OF EACH PIECE WARRANTY THAN THIS BASE CHANNEL ANCHOR MAX V❑ID „I BOLTED END 0 0 ii H it II iiqlli%itai „r11111111111 p p 1 --TOP BOLTS, SEE DRAWING FOR SIZE. INTERMEDIATE BOLTS, PLATE p O p 0 TOP �S, SEE TOP FLANGE DRAWIN❑GTFDR SIZE. INTERMEDIATE BOLTS, 11111111 p 0 p 0 THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. p p b it iF WEB p p THE NUMBER OF TOP 0 It 0 0 OR BOTTOM BOLTS GREATER THAN FOUR. ANCHOR BOLTS j� ANCHOR BASE PLATE PLAN ELEVATION BOLTS AT SIDEWALL COLUMN ----...ii-�j L 1 0 0 , SEE DRAWING BFOR SSIZE, 0 0 BOT T❑M BOLTS, SEE EXTENSION BEYOND FLANGE IS OPTIONAL, AT TOP & BRITON. ()BOLTED END PLATE CONNECTION AT BUILDING PEAK BOTTOM DRAWING FOR SIZE. FLANGE U4BOLTS FOR RAFTER TO COLUMN CONNECTION REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL SENTINEL BUILDING SYSTEMS A Myra* tia NAL Jammu. or, 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence MCA' No. resat cer the iifeless, a chimes or Med Inclusiers. is. a neAny w ure Nimes d mood , a,s o Owtwmenee d the 4.14,24 ROY COOMBS JOB NUMBER: B25539` 0465 CR 221 DISICN.. TL RIFLE, CO 81650 BM.• DVV /3 DATE 7/23/09 IIET.� SS,v104 - 4.)!C2 STANDARD ENDWALL BRACING THE STANDARD BEARING ENDWALL FRAME UTILIZES THE DIAPHRAM ACTION OF THE WALL PANEL TO TRANSMIT LATERAL WIND OR SEISMIC FORCES TO THE FOUNDATION. IF THIS DIAFRAM ACTION IS INADEQUATE TO RESIST THESE FORCES ONE OF THE FOLLOWING METHODS WILL BE USED TO SATISFY TH REQUIREMENTS. PURLIN CLIP EAVE STRUT CLIP GIRT CLP OPTIONAL CABL . 3RACING WHEN DIAPHRAM ACTION OF THE PANELS 1S INADEQUATE, THE FIRST ALTERNATIVE IS TO ADD CABLE BRACING BETWEEN ENDWALL COLUMNS. IN CASE, FLUSH GIRTS WILL RE— QUIRE FIELD SLOTTING TO ACCOMODATE THE CABLES. CABLES CAN ALSO BE ADDED TO THE ROOF BETWEEN ENDWALL RAI- I ERS AND MAIN FRAME TO TRANSFER THE LATERAL FORCES OF THE ENDWALL. RA ER ODTIONAL -IXED SASE .CORNER COLJMkS IF THE ENDWALL FRAMED OPENINGS ARE PLACED THAT CABLE BRACING CAN NOT BE PLACED, THEN FIXED BASE CORNER COLUMNS MAY BE USED. FIXED CORNER COLUMNS WILL INDUCE A MOMENT TO THE FOUNDATION REQUIRING SPECIAL FOUNDATION DESIGN 10\ ss A \DARD FLANGE BRACE PURLIN BC CLIP COLUMN ODTIONAL F ALF LOAD F EAVE STRUT GIRT AM A MAIN FRAME MAY BE USED INSTEAD OF A BEARING END FRAME. IF CABLE BRACING COULD NOT BE USED o F...y04,...- L�� m` 3--1798.-029 Ess i,f �1 °�-z9-09 �f)�pP1 REV DESCRIPT ION DATE APPROVED REVISIONS SENTINEL BUILDING SYSTEMS A Drvisrai uvLDBAL i+wsmccs. Pc. 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PAGE Na. PROJECT JOB NU BER: ADDRESS Rev \to.67 DESIGN. JL S REV: DATE: 4/ 3/0? LOC EAVE TRIM O.S. CLOSURE PRE -FORMED RIDGE CAP TWO BEADS OF MASTIC ROOF PANEL 0■1 11 0000001 E SEALANT I.S. CLOSURE W/ MASTIC ON NON -ADHESIVE SIDE soll1111111111111111111111 I.S. CLOSURE 1 1/2" BASE LAP SI - CII \__EAVE STRUT �— WALL PANEL BASE ANGLE/CHANNEL \ T R SIDS- WALL NOTES: 1, ALL BUILDING 1I.D=LS FAV MASTIC IN ROLP PAN.- SEAMS. 2, P RTR SSS BLILIING MOIL HAS MASTIC N WALL PANEL SAvS, 3. REV- RSE-R]LL PANELS REV_RSE T E L CATION EF CL SLR -S, T -E, RIDGE ROLL (Std on Valumaster) O.S. CLOSURE (MASTIC TOP & BOTTOM OF CLOSURE) RAKE TRIM —. ROOF PANEL STRIP OF MASTIC ❑.S. CLOSURE I.S. CLOSURE ROOF PURLIN WALL PANEL BASE ANGLE/CHANNEL 1 1/2" BASE LAP S7CTI-\ T R LG NDWALL REV DESCRIPTION DATE APPROVED REVISIONS SENTINEL BUILDING SYSTEMS A Drvrsra, WGLDBAL I u ii s. INC. 237 SOUTH 4TH ST AL BION, NE 68620 (800) 327-0790 PROJECT Taking Pride In Building Excellence ANDRESS JOB NUMBER, DESIGN PAGE No, DATE; 1/06/05 F t RAKE TRIM (ITRT„• __) LAPTEK SCREWS @ 12" O.C. BOTH LEGS PEAK BOX (IT-PBF) LAPTEK SCREWS UL -60 ROOF UL -90 ROOF TK____ SCREWS @ TK._,.'..•,....'_ SCREWS © 12" O.C. AT PURLINS 6" O.C. AT PURLINS ROOF PEAK PURLIN TK.,,..,......,_ SCREWS CO 6" O.C. ROOF SHEET RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH PURLIN ENDWALL SHEET, USE TK____ SCREWS @ 6" O.C. AT RAKE ANGLE ROOF AT PEAK/PEAK BOX LC) RETURN MASTIC DOWN PURLIN BEARING EDGE AND RETURN 6" MASTIC APPLICATIOX DETAIL TO IN PLACE PANEL UL -60 ROOF TK___._,. SCREWS @ 12" O.C. AT PURLINS UL -90 ROOF TK____ SCREWS @ 6" O.C. AT PURLINS ROOF SHEET RAKE TRIM (ITRT,_••,_.) LAPTEK SCREWS @ 12" O.C. BOTH LEGS RAKE TRIM CLOSURE (IT -RTC), POP -RIVET TO RAKE TRIM ENDWALL SHEET ' SCREWS OF 6" O.C. BASE ROOF SHEET TK__- SCREWS ®6"O.C.AT TOP OF WALL SHEET VE TRIM (ITET_ ) y PTEK SCREWS ®12" O.C. CREWS".. ATGIRTS BASEANGLEORCHANEL10:® TK SCREWS _.-__ @ 6" O.C. AT BASE OF WALL SHEET SIDEWALL SHEET CORNER TRIM (ITOC__) LAPTEK SCREWS @ 12" O.C. BOTH LEGS FES DWALL/SIDEWALL CORNER MULTI -RIB SI EETIN G (NOTE: IF NO INSULATION IS PRESENT USE TK2125 SCREWS, IF WALL INSULATION IS UNDER 6" USE TK2150 SCREWS, IF INSULATION IS 6" OR GREATER USE TK2200 SCREWS.) REV DESCRIPTION DATE APPROVED REVISIONS SENTJNEL. BWL_DiNG SYSTEMS AmmizomsLoBALImummo4 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence 0 PAGE No. PROJECT JOB NUMBER: ADDRESS DESIGN. JLS Um -Pet REV: ATE; 4/ 3/02 NDWA TEP EF ROE 24" F SHEET SI ENDWALL SHEETING -�- R P IP R r SL N."-] -SHEET ANGLE N R P TOP OF ROOF SHEET 28" 7„ R 3 ENDWALL SHEETING P SLP SHEET ANGLE \LY F TOP OF ROOF SHEET 30" ENDWALL SH R ? 1' SETING S P -SHEET ANGLE r N 1T is (_) MA<E CJTS N DRI SHEETS _\ CDD -SITE S (2) BUILDINGS WIT SL N- 71 D MDLFICATI \DWALL SHEETS, (3) ALTERNAT SHEETS IS T AS GUI: V INS FIR C..T S1T IDE CR\ R F TH. R: E LESS THA IN DWA L Ti TI -_3 F ALL A TING C 1 R TRIM 1I \ ND US- SH R\ R WALL DGE 2:12 \E -D S :TS G ENDWALL EFT ANGLE TS, 2 C\ S REV DESCRIPTION DATE APPROVED REVISIONS �NTIN�I LiS1�IN s�STcMS A Pivi mtsLUHAL Hnrssuu:s 1 237 SOUTH 4TH ST ALBIQN, NE 6%20 C800) 327-0790 Taking Pride In Building Excellence PAGE No. PROJECT JOB NUMBER; AOORCSS ES N: JLS REV a„4=607 DATE: 4/ 3/02 O O 9/16" DIA HOLES cc O 1 7/8" I 2 3/8" 9 3/4" 3 1/2" TYPICAL USE PART GIRT TO COLUMN 76830 O O z 9/16" DIA HOLES cc O 1" 11 7/8" 11 7/8" I 4" 9 3/4" TYPICAL USE PART GIRT TO COLUMN 76830 1 :--1 z1 i L rz o 0 I I fr3 Z 2 Ir I o 0 C.1 2" --_,,. O 5„ 5/16" DIA HOLES TYPICAL USE PART DOOR JAMB TO EAVE STRUT AIRS 9/16" DIA HOLES z w O 2 1/8" ' 1 7/8" 5" TYPICAL USE PART CGC6 9/16" DIA HOLES TYPICAL USE PART FOR SHEETING ATTACHMENT POINT AT THE CORNERS OF BUILDING CGC4 STANDARD CLIPS THAT MAY BE SUPPLIED WITH BUILDING. REV DESCRIPTION DATE APPROVED SrNTf�]NB Bt n 131W; SYSTEMS ^^� A D1V12 ,1 ,GLOBAL imAnta. , - 237 SOUTH 4TH ST ALBION, NE 68620 as 1800) 327-0790 REVISIONS Taking Pride In Building Excellence JOB NUMBDT, DESIGN: TEN REV. DATE, 1/6/05 z1 i L rz 1/4 C.1 2" --_,,. O 1 1/4" 41" 2 1/8" 1 7/8" 5" TYPICAL USE PART FOR SHEETING ATTACHMENT POINT AT THE CORNERS OF BUILDING CGC4 STANDARD CLIPS THAT MAY BE SUPPLIED WITH BUILDING. REV DESCRIPTION DATE APPROVED SrNTf�]NB Bt n 131W; SYSTEMS ^^� A D1V12 ,1 ,GLOBAL imAnta. , - 237 SOUTH 4TH ST ALBION, NE 68620 as 1800) 327-0790 REVISIONS Taking Pride In Building Excellence JOB NUMBDT, DESIGN: TEN REV. DATE, 1/6/05 ERS AND D W N S TS AR AN 1PII \ T T MAY \JT BE PR SSE NT T IS B, T[\ INSIDE CLOSURE— ROOF LOSURE - ROOF PANEL— LAPTEK SCREWS GUTTER STRAP 24" ❑.C. TK____ SCREW (SEE NOTE A) LAPTEK SCREW @ 12" D.C. LAPTEK SCREW @ GUTTER STRAPS SAVE STRUT SIDEWALL PANEL 0 SAVE TRIM TK____ SCREW (SEE NOTE A) LAPTEK SCREW @ 12" O.C. STANDARD GUTTER GUTTER OUTLET OUTSIDE CLOSURE DOWN STRAP SEE DETAIL A -A DOWN STRAP a 4 4 LB❑W 3" GUTTER LAP USE THIS METHOD FOR FORMED TYPE DOWNSPOUTS, BOTTOM SIDE OF GUTTER SHOWN --- P❑P RIVETS AND CAULK ------ f i DOWNSPOUT FASTEN TO OUTLET WITH POP RIVETS TYP (4) PLACES DOWNSPOUT CONNNECTICN/ GUTTER LAP DETAIL CUT TO FIT FORMED OUTLET GUTTER CUT OUT FOR OUTLET ATTACHMENT 3" GUTTER LAP USE THIS METHOD FDR BOXED TYPE DOWNSPOUTS, POP RIVETS AND CAULK— DOWNSPOUT AULK— DOWNSP❑UT I I FASTEN TO BENT TABS WITH POP RIVETS TYP (4) PLACES DOWNSPOUT CONNNECTION/ GUTTER . LAP DETAIL 3 1/2" BOTTOM SIDE OF GUTTER SHOWN CUT LINES BEND LINES BEND TABS DOWN TO FASTEN DOWNSPOUTS AS SHOWN AT LEFT. GUTTER CUT OUT FOR OUTLET ATTACHMENT LAPTEK SCREW ULTI—RIB PANEL —DOWNSPOUT STRAP DOWNSPOUT POP RIVET (2) REQD PER STRAP DETAIL A -A MULTI -RIB PANEL ER _CTI1\ (A) LOCAT EACH SID \CITES (') MAJ-R SIB W N N RC P PANEL. REV DESCRIPTION DATE APPROVED NTN i . A Y A llrvFsux Ca -GLOBAL HWifRIES. i 237 SOUTH 4TH ST 41310N, NE 68620 (800) 327.0790 REVISIONS Taking Pride In Building Excellence WOJECT JOB NUMBER. DESIGN REV: DATE; 1/06/05 PAGE No, v R S YLF D RS AR A\ P T AT v AY N P =NT T S B TYPICAL SPRING PAD CONFIGURATION (CONSULT YOUR DOOR SUPPLIER FOR SPECIFIC LOCATIONS) OPENING WIDTH •- S.R. PAD LOCATION FOR ADDITIONAL SHAFT BRACKETS FOR DOORS OVER 18'-3" WIDE -, 16 r I CENTERLINE L J OF SHAFT LI STEEL PADS FOR SPRING ANCHOR BRACKET MOUNTING SQUARE AND PLUMB CENTERLINE OF DOOR JAMB HEADER See track detail for headroom clearance dimensions Not applicable to full vertical track S.R. = Minimum Required Sideroor z a Q OPENING HEIGHT REV DESCRIPTION DATE APPRO VEL T N B, �Ii P.I,Nr_ YS iEMS m'"'T Thv{SRw iii„OUAL kVSTAR:s. ac. 237 SOUTH 4TH ST ALBION, NE 68620 (8007 327-0790 REVISIONS Taking Pride In Building Excellence PAIGE Nc ADDRESS JOB NUMBER, DESIGN REV. Aonaa., DATE: 1/06/05 v AD S Y D RS AR AN .PT N AT VAY NUT B 9R SP\T THIS B ,ILDIN� OVERHEAD DOO! SPRING PAD AND ACKHAXG DETAILS CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS NOTE ALL PARTS ARE ATTACHED WITH TK2075 SCREWS ENDWALL DOOR SPRIG G PAD FRAMING 2"x 3"x 16 ga ANGLE (Field Bend to Match Roof Pitch) SIDE VIEW 7-ENDWALL RAFTER ------"'- SPRING PLATE END VIEW (From Bldg Interior) HEADER TYP. 2"x 3"x 16 ga ANGLE TYP HOT ROLLED RAFTER OR COLD FORMED RAFTER WITH RAFTER RESTING ATOP COLUMNS NOTE: Building Supplier does not provide material to back hang the track. PURLIN TYP. 2"x3"x 16 ga. BACKHANG ANGLE TYP DOOR TRACK ENDWALL DOOR TRACK HANGING DETAIL PURLIN 2"x 3"x 16 ga. BACKHANG ANGLE TYP DOOR TRACK SIDEWALL DOOR TRACK HANGING DETAIL 2"x 3"x 16 ga ANGLE EAVE STRUT N SPRING PLATE 1 HEADER TYP. 2"x 3"x 16 ga ANGLE SIDE VIEW END VIEW (From Bldg Interior) SIDEWALL DOOR SPRING PAD FRAMING DETAIL REV DESCRIPTION DATE APPRO VEI SFNTINFI RIIII WING SYSTEMS A Ply mi4LO L Mwn=irc Y[. 237 SOUTH 4TH ST ALB111N, NE 08620 (800) 327-0790 REVISIONS Taking Pride In Building Excellence JOB NUMBER: DESIGN: 1n REV. DATE: 2/05/05 PAGE Nt