Loading...
HomeMy WebLinkAboutApplication-Permit.pdfGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601-Phone: (970)945-8212 Fax: (970)384-3470 Project Address Parcel No. Subdivision Permit NO. BLRE-5-11-2047 Permit Type: Residential Building . Work Classification: New Pennit Status: Active Issue Date: 612012011 Expires: 1211712011 Section Township Range 466 ARROWHEAD TRL RIFLE, CO 81650-217733300327 GRASS MESA RANCH Own e rlnfo rmat I on Address Phone Cell WESLEY A & JUANITA M BRENNAN 466 Arrowhead TR 970-625-3502 Rifle CO 81650 Contractor(s) Phone Primary Contractor Tally Ho Construction Inc (970)625-0208 Ves Proposed Construction I Details New 60' X 100" steel building (accessory to residential use only) FEES DUE Fee Plan Check Fee Residential Building Fee Total: Monday. June 20, 2011 Amount $1,250.18 $1,923.35 $3,173.53 Valuation: Total Sq Feet: FEES PAID $ 265,020.00 6000 Inv Total Paytype Amt Paid Amt Due Inv # BLRE-5·11-21032 S 3,173.53 Check # 8654 Check # 8699 $937.14 $2.236.39 $ 0.00 Required Inspections: Fo, 'o'p,ouoo' 0.11, 1 (888)868-5306 Inspection IVR See Permit Record Building Department Copy 2 CJ'-arfieZd Courz 108 ~', Street, Suite 401, Glenwood Springs, CO 8 1601 Ph: 970-945-8212 Fx:970-384-3440 Illspeclioll Lille:888-868-5306 www.garficld-county.co l1l 1l1l1l"1 l1!'iG PERMIT \PPIICATION , .' I Parcel No: (1I1i,l' illjimll(lliolll.l' oW/iluhle (lllhe (I.\',W.I'.\IJ/'S (!fPC!! 970-9-!5-913-1) I Lot No: Block No: Subd./Exemption: 2177 33300327 38 , Grass Mesa Ranch ' Sec . 33 T6R93NESW 2 Job Address: (i/(/1/(/(ldr('.\',~ fills nol been u,I'.\' i}!lIed. please provide ('I<. HIV}' (JJ" :')Ireel Nume & ('lIy) or and legal description 466 Arrowhead Trail Rifle CO 81650 3 Owner: (proper/yoll'l/a ) Wesley A. C Mailing Address: 4 66 Arrowhead Ph: All Ph : Juanita M. Brennan Trail Rifle CO 8 1650 625-3502 4 Contractor: Mai ling Address: 0145 CR 225 , Ph: 625-0208 All Ph: Tallv Ho Construction Inc . R ;rlP r n R'~<n 618-2262 5 Manufactured home install er: Mailing A.ddress: Ph: Lie #: 6 Architect: Mai ling Address: Ph: Alt Ph: 7 Engineer: Mailing Address: POBox 348, Ph: All Ph: Sentinel BuHding SYs t ems A 1 hi nn Nl' ~R~?n 800-327 -0790 8 Sq. Ft. of Bui lding: Sq. Ft. or Acres of Lot: l'leight: No. of Floors: fi nnn on H 4n orr"o Ric ",, ' ?1' <In" 9 Use of Building: I Class of Work: XJReside ntial D Collllllcrcial D Other IXINew D Alteration DAddilion DRepair DOemo DMove 10 Describe Work: New 60 ' x 100' steel building COCC€SSJ'l.1f rODp<:''''''n~lQ(. l~~ CI'flLV) II Garage : I ScptiC::tS '/;6 LSrlflQ Type of Heat: D Allaciled D Oetached ISDS D COllll11Ull ity DNa!. Gas xxPropanc D Electric DOlher 12 Driveway Permit: hl<l1>~!n6 Owners valuation of Work: NOTIC E Atllhority. n lis npplicnt ion for a Bui lding Pc nnit must be signed by the Owner ofthc propel1y. described nbo\'e. 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 LrEat Access. A [lui lding Pemlit cann01 bc issued without proof o f legnl and adequate access to the property for pu'VOses of inspections by thc Building Dcpal1men!. Other Permits. Multiple sepamte pemlits mlly be required: (I) Stale Electrical Pennit. (2) County ISDS Penni!. (3) lIllother pemlit requin:d for use on the property identified lIbore, e.g. State or County Highway! Road Access or a Stale Wastcwaler Discharge Penni!. "Slid r~rmi[ A Building Pemlit becomcs null and ' -oid if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period 0 1" 180 days aner commencement. C ERTIFICATION I hereby certify th at I have read lhis Application and that the in fonnation contained above is tme and correct. l undersland that the Building Dep:lrtlllent accepts the Application. along with the plans and specificatio ns and Qlher data submitted by me or on my bchalf! subminals). based upon my ccrtification as to accuracy. ASSllming completeness of the $ubmitt(l ls and approval of this Application. a Building Pemlit will be issued granting penniss ion to me. as Owner. to const ruct the stmcture(s) and faci lities detailed on the submittals reviewed by the Build ing Depanment. In consideration of the issuance o f the Building Pemli!. I agree thm I and my agents will comply with provisions of any federaL state or local law regulating the work and the Garfield COlinlY Build ing Code. ISDS regulat iolls and applicable land use reg ul ations (County Regulation( s) ). I acknowledge that the Building Penni t may be suspended or revoked. upon notice fro lll the County. if the location. construction or use of the stnlctu re{s) and t:1ci lily(ies). described abol'e. arc not in compliance with County Regulmion(s) or any other applicable law. I hereby grant penniss ion to the Building DepaJ1ment to enter the property. described above. to inspect the work. I further acknowledge th at the issuance of the Building Pennit does not pre"cnt the Building Offic ial from : (1 ) req uiring the correction of errors in the submitta ls. if any. discovered after issuance: or (2) stopping constmction or use or the stmcture(sj or faci lit y( iesj if such is in violat ion ofCoullly Regulation(s) or any ot her applicablc law. Review of th is Application. including submittals. and inspections o f the work by the Building Department do not constitute an acceptance of responsibi lity or liab ility by the County of errors. omi ssions or discrepancies. As the Owner. [acknowledge thm responsibility for compli ance with federa l. state and local lall's and County Regulations rest with me and my authorized agen! s, in cluding without limitation my architecI designer. eng ineer and! or builder 'HERE"'::SE:GE TH A~AVE READ AND UNDERSTAND THE;;':: 7~:tFtCATlO' ABOVE, OIVNERS SIGNATURE /DATE /Chl~~~n ~~'1'1 STAFF USE ONLY 1-(111 ~h ()L 0(\ st 0 <-: cy \ \(' ,1 1e+ 'e:;. . \ <p.W.!1 Speci a l Condit ions: Adjusted Valuation: Plan C heck Fee: Permit Fce: Manu home Fce: Mise Fees: 265) 020.-/2-50 ·/8 ,q2.."3 . 75 ---Total Fees: Fees Paid: Balance Duc: Dr No & Issue Dal(': ISDS No & Issued Date: 31 7 "3> .S3 0131. 14 22 ~b , '3 1 -2041-LIO'), 'g/Id.-~-04 Setbucks: acc Croup: Const T)'pe: Zonin g: F2S', J?-ZS SID R. u... IT 13 Im~r: L~ b~41~ ~~r: /y-e. /•• .. ~ ¥~ APPROVAL , IlATE API)ROVAL IlATE Building Plan Review Description of Work: New steel building Bin #: PIF Location Address: 466 ARROWHEAD TRL RIFLE, CO 81650 Case Manager: David Bartholomew Plan Case Number: BLDG-5-11-6862 Parcel: 217733300327 Application Date: 05/2012011 ng ___/_ __' Engineered Foundation __fJ-,.~_/_l _ DriVeWay Permit ___/_ __ surveyed Site Plan __ M-,-V_4 __ ,sePtic Permit and Setbacks _~/_ __' GradeITOPOgraPhY 30% __H-,V...,C+ f __ Attach Residential Plan Review List NI4 __-:':t._" __ Minimum Application Questionnare __-f -V,!-~_ _, SUbdivision Plat Notes __I_ fIt _ Fire Department Review __ I ___ VaIUatiOn Determination/Fees + Red Line Plans/Stamps/Sticker __ -t,,--_AttjlCh Conditions I ___ 7"_-<Application Signed I ' ___ ,-_Plan Reviewer To Sign Application I _____ Parcel/Schedule No. __;. -V.:.f.;..'',4 _4 0# Snow load Letter -Manu. Homes __. o/-_ __S OIlS Report Contacts Owner: WESLEY A & JUANITA M BRENNAN Applicant: WESLEY A & JUANITA M BRENNAN Applicant Phone: 970-625-3502 Email: Planning/Zoning __ -,-/__ property Line Setbacks ___ I,-__ 30ft Stream Setbacks __ /__ ,FIOOd Plain + BUlldin9 height _____ .LZ'oning Sign-off __i--,-f/-,!-_,Road Impact Fees __ 1I L ''-I'l--_IHOAlDRC Approval /_____ GradelTopography 40% ---7'---:>LI..-'Planning Issues -----:Subdivision Plat General Comments: VALUATION FEE DETERMINATION Applioant Address Date -:W:.:e;::s7&:::..J,-,u",an;:.i",ta~B~r~e~nn~an==;-::-_____ Su bdlvlslon 466 Arrowhead Trl. Rifle LotIBlook ":6::/;:1~4':'12~0:'::171= ::!..:=~=~----CoDtraotor Finished (Livable Area): Main Upper Lower Other Total Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Other Total Valuation GaragclStorage (wood framed) Conversion of garage to finished living Carport Other Total Crawl Space Total Valuation Valuation Decks! PatiosIPorches Covered Open Other Total Valuation Type of Construotlon: II B Occupanoy: U Accessorv to Residential. Reviewed under IBC due to size. Total Valuation Total Valuation sq.1t sq.ft sq.1t sq.1t X $74.68 o Iq.ft Commercial sq.h X $41.00 sq.h X $33.68 sq.hX sq.hX S18.00 sq.ft X $56.68 sq.hX $12.00 sq.ft X sq.ft X $9.00 sq.h X $24.00 sq.hX $12.00 sq.hX 6000 sf X $44.17 sf X sf X sf X sf X sf X Grass Mesa Lot 38 Tally Ho Construction, John Parrington 0.00 0.00 0.00 0.00 0.00 265,020.00 265,020.00 CONDITIONS OF PERMIT BLRE-S-11-2047 Wes & Juanita Brennan 6000 Sq Ft Meta l Bldg (IBe) 466 Arrowhead Trail Rifle, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) DUE TO SIZE, REVIEWED UNDER IBC, U-OCCUPANCY, TYPE liB CONSTRUCTION. APPROVED AS ACCESSORY TO RESIDENTIAL USE ONLY. COMMERCIAL USE REQUIRES LAND USE CHANGE PERMIT. 3) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION. 4) MEANS OF EGRESS PER IBC, CHAPTER 10, SECTION 1020, M INIMUM 2 EXITS REQ'D. S) LOCKS, LATCHES, LANDINGS PER 2009 IBC, SECTION 1008. 6) LIGHT AND VENTILATION PER 20091BC, CHAPTER 12. 7) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED PRIOR TO FRAME INSPECTION. 8) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com COMMERCIAL OR MULTI-FAMILY BUILDING PERMIT NOTE: In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be provided. Please review this document to determine if you have adequate information to design your project and to facilitate a plan review. COMMERCIAL OR MULTI-FAMILY BUILDING PERMIT APPLICATION CHECKLIST This checklist is to be used with all commercial or multi-family construction. APPLICATION FORM: Please make sure the following information is provided on the application. o Parcel number obtained from the County Assessor's Office. o Job address (assigned physical address). o Legal Description: lot, block, filing, subdivision or tract, section, township and range. o Owners name, mailing address, phone, fax, or cell. o Contactors name, mailing address, phone, fax, or cell. o ArchitecUEngineer's name, mailing address, phone, fax or cell. o Building size, height, number of stories, lot size. o Use of building (commercial) o Class of Work (new, addition, alteration, repair, demo, move, other) o Description of work. o Type of heating (natural gas, propane, electric, other) o Sewer system (Community or ISDS), also see other items below. o Garage (attached or detached) o Driveway permit (please see other items below) o Valuation (labor and materials) OTHER ITEMS: o If you anticipate obtaining a water-tap from the City of Rifle, please provide a letter indicating that the City will provide water service. (Required to submit building permit application). o ISDS requires a septic permit application to be submitted with the building permit application . o A separate electrical permit must be obtained from the State of Colorado Electrical Board. o Prior to submittal of a building permit, you are required to show proof of legal and adequate access to the site. This may include proof of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including a Notice to Proceed. The County Road & Bridge Department can be reached at 970-625-8601 . o If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. o If you belong to a Homeowners Association (HOA), it is your responsibility to obtain written approval, if required. o Provide copies of any Resolutions and/or Land Use Permits associated with this property. o Projects with more than ten (10) occupants require plans sealed by a Colorado Licensed Design Professional. Occupant load shall be calculated by IBC Table 1004.1.1. o A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups. BUILDING PLANS: Two (2) sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible, and to scale. Certain projects may also require a third copy of the plans be submitted to the local Fire District for review prior to permit issuance. All plans will be checked at the counter for completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on the site plan. • Property address/legal description. • North Arrow and Scale on each page. • Show all property lines, building envelopes, flood plain, and easements. • Provide setback distances from boundaries, buildings, septic, well, and waterways. • Location and direction of the county or private road and driveway accessing the property. • Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. • Existing and proposed grade, positive drainage around structure (to be contained on site). • Streams, rivers, creeks, springs, ponds and ditches. • Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) • Retaining walls (engineer stamped detail required for walls over four (4) ft, measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within fifty (50) feet of a property line or not within an established building envelope shall be prepared, stamped, and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision final plat with the proposed structure located in the building envelope. COVER SHEET: • Project identification. • Project address and/or legal description. • Design specifications to include building use and occupancy classification, type of construction, building height and area calculations, occupant load, and fire sprinkler systems. ARCHITECTURAL PLANS: Please provide the following information on the architectural plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Design Professional stamped plans. • Minimum four (4) elevations (N,S,E,W) • Floor plans for each 'Ievel including dimensions and scale noted. • Clearly label each room or space (office, storage, mechanical, elevator, etc). • Wall types; clearly labeled and referenced. Identify all fire resistive wall construction. • Construction details for all fire resistive elements referenced on floor plans and cross sections. Include wall, floor/ceiling, roof/ceiling, shaft wall assemblies, and structural frame. Provide the fire resistive listing number referenced on each assembly detail. (ex. UL P123) • Window & door sizes, types, and operation and direction of swing noted on the floor plan. • Specify roof slope/pitch, roof covering, and siding materials. • Energy design specifications/details for R-values, U-factors, and SHGC's per IECC. • Stair and guard details specifying rise, run, height and spacing. • Accessibility; show compliance with accessibility requirements for all elements of the building per IBC, Chapter 11 and ICC/ANSI A 117.1, ADA, FHA, and UFAS. STRUCTURAL PLANS: Please provide the following information on the structural plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Engineered foundation design per soils report. Geotechnical report referenced. • Design specifications to include roof and deck snow load, wind and seismic design, frost depth. • Foundation plan showing complete footing and foundation dimensions. • Footing and foundation details specifying reinforcement referenced on plans. • Framing plans for each floor level and roof. All beams, columns, joists, rafters, trusses and all live/dead loads specified. • Framing /connection details referenced on plans. • Pre-manufactured structures require an engineers stamp, signature, and date. MECHANICAL PLANS: Please provide the following information on the mechanical plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Energy design calculations and details verifying compliance with the 2009 IECC. • Floor plans for each level showing size, location and materials of all ductwork, plenums, return and outside air intake registers. • Size and location of all combustion air ductwork and openings. • Size, type and termination of all gas appliance flues and vents. • Location of all fire and combination smoke/fire dampers. • Equipment schedule for all mechanical equipment (boiler, furnace, exhaust fans, etc). • Commercial kitchen hood location, hood and duct sizes, CFM calculations. PLUMBING PLANS: Please provide the following information on the plumbing plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Floor plans for each level showing DWV layout and sizing, materials, slope and sewer location. • Water piping materials, length and size of pipe, water meter location, fixture unit demands, location and type of backflow prevention devices. • Gas piping materials, length and size of pipe, gas meter location, and BTU/hour demands. • Additional piping plans for roof/deck drains, condensate, medical gas, etc. • Plumbing fixture schedule for all plumbing equipment. • Commercial kitchen plumbing fixtures, food preparation equipment, grease interceptors, etc. ELECTRICAL PLANS: Please provide the following information on the electrical plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Floor plans for each level showing location of lighting fixtures, switches, receptacles, emergency exit signs and lighting, and panel location. • Diagram showing service entrance, conduiUwire size, main disconnect size, grounding electrode/conductor size, feeder conduiUwire size, transformers and generators. • Panel schedule showing bus/breaker sizes, circuit description, voltage, phase, amperage, etc. NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The Permit Fee, as well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by a person having written authority from the owner to act as their representative. I hereby acknowledge I have read, understand, and will abide with the requirements of this checklist. ~_ L----¥/J-O///Signature of Owner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-county.com Garfield County Building Requirements Codes: 2009 IRC, IBC, IFGC, IMC, IPC, 2009 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not ground): 40 PSF up to 7000 ft. elevation Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight. Wind Speed: 90 mph Decay probability: None Wind Exposure: B or C (see section R301.2.1.4) 50 PSF 7001-8000 ft. elevation 75 PSF 8001-9000 ft. elevation 100 PSF 9001-10000 ft. elevation Frost Depth: 36 inches to 8000ft elevation. 42 inches 8001ft elevation and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft elevation. Air Freezing Index: 2500' F-days to 7000ft.; over 7000ft. to be determined by Building Official' Ice Shield under-Iayment required. Mean Annual Temp: Variable Insulation: Windows/doors U=.35; Skylights U=.6; TBL 402.1.1, 2009 IECC. Minimum R-Values: • Ceilings/roofs R values are R-38 stick built structures. R38 log construction and steel rafter construction • Walls R values are R-20 wood frame. See Table 402.2.5 2009 IECe for steel framing • Floors R-values are R-30 or enough to fill cavity • Basement wall R-values are R-10/13 • Slab perimeter R-values and depth is R-10/24 in. • Crawl space wall R-value are R-10/13 Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Basement walls must be insulated to frost depth. Common garage to house walls and ceiling-floors must have minimum R-20 insulation. Take precautions to protect plumbing in these areas. 07-05-11;18:35 ;Tally Ho Construction 3843470 ;9706258636 07/04/2011 23:45 # 21 2 From: #364 P.002/002 Engineering & Technical Services Inc. Duan. Boice P.E. Pu81dent July 5, 20]1 Tally Ho Construction 145 CR 225 Rifle, CO 81650 To Whom It May Concern: Reference: Hairpin tics in pre-engineered steel building foundations Engineering & Technical Services (FTS) has reviewed the 'Thread Splicing System' provided by Dayton Superior and determined that this rebar splicing sy~lem may be used in lieu of having 10 cut forms for a continuous hairpin rUlming through the piers. Tt is the contractol"s responsibility to insure that the splicing system is installed correctly per the manufacturer's specifications. Om cngineers arc available for fllTther consultation as may be required. WZ:l-CWlis SmIth Staff Engineer Engineering & Technical Services 07-05-11;18:35 ;Tally Ho Construction 3843470 ;9706258636 DATE: FAX TO: FROM: TALLY HO CONSTRUCTION, INC. 0145 County Road 225 July 5, 2011 Rille, CO 111650 970-625-020S/Fax: 970-625-8636 tallyhoconsl@supa-is.nct Garfield County Building & Planning Dept. Attention: Matt John Parrington, Tally Ho Constntction, Tnc. IIAX NO.: 384-3470 NO. 01<' PAGES (including transmittal page): 2 RE: Wesley A. & Juanita M. Brennan 466 Arrowhead Trail, Rille, CO GARCO Building Pem1i1 No. BLRE-S-II-2047 ATTACHMENTS: Letter, dated July 5, 2011, from the Engineering & Technical Services, Inc., concerning thc captioned matter. NOTES: Matt: We contacted Curtis Smith from Engineering & Technical Selvices, Inc, who did the foundation plans, and he is O.K. with us using the form saver system we are using. Also, it has been installed per manufacturer's specifications. Please see letter attached. John Parrington, Tally Ho Construction, Inc. ORIGINAL BY MAlL: N/A COPIES TO: NI A # 1/2 WEST SLOPE TESTING & INSPECTION LLC 3177 Glendam Dr Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 8-19-11 Garfield County Building Inspection Dept. 108 8th St., Suite 401 Glenwood Springs, CO 81601 Page 1 of 1 Please find enclosed special inspection report for Metal Building 466 Arrowhead TrI. Rifle, CO. I have also enclosed copies of my latest certifications. TffimkYou; qJ~ f. 11 West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 8-18-11 Inspection Report Project: Metal Storage Building Address: 466 Arrowhead Trl. Rifle, CO Building Permit No.: BLRE-5-11-2047 General Contractor: Tally Ho Construction Inspection of shop fabrication or field work at job site: Field Report #1 Page 1 of 1 Report: Visually inspected the high strength bolting at the main frame & end wall frame column & rafter connections. Also randomly torque tested a minimum of two bolts per connection at the main frame column & rafter connections for proper tightness using testing torque determined from Skidmore Wilhelm testing. Verified cable bracing was installed. The high strength bolting inspected as outlined above appeared to be in conformance with the plans for bolt size & grade, and the A325 high strength bolts appeared to be sufficiently tightened. To the best of my knowledge this completes the special inspection ofthe high strength bolting & steel frame details as outlined above. Inspe~torlTechnician: Douglas E Young ~/(. !!I:! I OU61~s E: Our . . b~ CWI 960701' ' • QCl EXP 711 L014 INTERNATIONAL CODE COUNCIL DOUGLAS E YOUNG The InternationaICodeC:ou"cil attests that the individual named on this certificate has satisfactorily. . demonstrated knowledge as required by the· IrtiernaiionalCode Counciilby.successfully completirig the prtscribtd written examination basidOncodes aridstandards.lhen in @Ct,andishereby issued this certificationasc --. -.----Structural Steel and Bolting SpeciaIInspeCtor Given this day of May 18, 2011 II certifica~~ N-;;'-s102224] ~~ James L Brothers President, Board of Directors This certljicot.! Is the property of ICC Dnd must be retllmed to ICC ill tile I!ve/lt of suspension Of reVOClltitm of the certijicote. Sf?~p.~ Richard P. Weiland Chief Executive Officer INTERNATIONAL CODE COUNCIL DOUGLAS E YOUNG .. The International Code Council attests that the individua.l named on this certificate has satisfactorily demonstrated knowledge as required by the International Code Councllbysuccesifullycompleting the prescribed written examination based on coiles and standards then in effict, and is hereby issued this certification as: ~~ James L Brothers President, Board of Directors Structural Welding Special Inspect()r Given this day of May 18, 2011 II Certificate No. 5102224 II This certl~cQte is the property of ICC lind mtl$t be murned to ICC In tke event of suspem/on or reVO(ation of the certificate. sP-+pp.~ Richard P. Weiland Chief Executive Officer .Jlmerican Weeding Society Certifies tliat WeUin/l Inspector Douglas E Young lias compCied witli tlie requirements of jIWS QC1, Standard for jIWS Certification ofWeUing Inspectors 96070131 ~~ CERTIFICATE NUMBER A WS PRESIDENT July 1 2014 ~~~ EXPIRATION DATE AWS QUALIFICATION COMMITTEE CHAIR ~-;f.~ A WS CERTIFICATION COMMITTEE CHAIR Permit Card POST ON SITE --Garfield County Permit NO. BLRE-5-1 1-2047 Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 \ . q'Y:'" iV;:'. f,',{ . . , . . ' . ~J:,.~ • .~ i . ' '~ ,). ........ .' '," . c~'· Issue Da te: 6/20/2011 , : AGREEMENT :' <>~ • . p';ni1it Type; Resideiiihil'Building-' .' 1<'(. , ,:.. • ' • • ;,,~ ;r ~ lI(ork C/a,ssilication: New,. Ex pires 12/17/2011 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 w ith in the zoning, location, erection and co nstru ction 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 #:217733300327 Owner's Phone: 970-625-3502 I ~".mo WE,,",Y A& '"'"'" " OR"'" Job Address: ~_66 A_R_R!?~':'!::I;:::E::-;A:= D,--T,-,R...:.L=-_. _________ _ ~ L E, C(~_?_1.0_!2.0_-~:.;;;;;;:;;::::::;;;;;;;;;;;;;;;;;;;;;;;;;;:::;.:;;;;;;;;;;.._ T ot,1 Sq u."e Feet: 6000 .... K",. ____. .." l>III'Q:M-='M'_W;t_~ W =ram ..... .J~:,....::::"'.:..: :::::==::====~ r-c-on-t-ra-c-to-r-(s-)-. Phone Primary Contractor Work Desc;iption: New 60' X 100" steel~ l l_T_al_IY_H_o_ _c _o_n_st_ruc_ti_o_n_ln_c_ . (970)625-0208 Yes bUildi~~_acc_e_s_so_ry_t_o_re_Si d_en_tia_,u_ se_O~:J ._-----------------------_._------------Inspection Scheduling Code . "', ,J.. -5iife-Footers Foundation Walls I 01< Framing , , rD-~-w-a-II------·----·-------~ f--r-in'-a'-----------f.v!'il32i ' a/( 11-/6'-/Misc Insulation Grout Mechanical UG Plumbing ,;:0\1 f-R_OU.::9h__p'_u_m_b in.. .:.9_ __________ *1 Gas .ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN. CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 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 81650-9400 PROJECT: WES BRENNAN 2968 GRASS MESA ROAD RIFLE, CO 81650 B27675 BUILDING DATA : Width (ft) = 60 Peak Offset (ft) = 30 Length (ft) = 100 Eave Height (ft) = 18 Roof Slope (ri se /12) 2 . 0 : 12 Dead Load (psf) = 2 . 500 Live Load (psf) = 20 . 00 Live Load Reduction = No Frame Load (psf) = 20 Collateral Load (psf) = 1 Roof Snow Load (psf) = 40 Ground Snow Load (psf) = 47 . 62 Wind Load 90 mph Wi nd Code = IEC 06 Closure Internal Wind Coeff = Closed 0.18,-0.18 = C 1. 00 1. 00 Seismic Category Designer = RRR DATE : 61 6/11 APPROVED BOL'f TIGHTENING PlROCIEDllJRES A325BOLTS DIRECT TENSION INDICATOR TURN-OF-NUT METHOD BOLT SIZE W SPECIFIED INCHES INCHES MINIMUM FASTENER BOLT LENGTH BOLT LENGTH TENSION KIPS . <=4 Dia. 4 Dia.<=8 Dia. ' .... UI:I. 1/2 7/8 12 5/8 11/16 19 3/4 1 1/4 28 1/3 TURN 1/2 TURN 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 Cew impacts of an impact wrench or the Cull 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-oC-the-Nut Method 0. · Direct Tension Indicator. . Turn-oC-the-Nut-Melhod -Firsl bring bolls to a ·snug tight" condition to ensure lhat the parts oC the joints are brought into a good contact with each other. Next, place bolts in all remaining bolt holes and bring lo • snug tight". Then additionally lighten all bolts by the table above -progressing from the bolls 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 AlSC Manual of Steel Construction for more complete instructions for installing high strength bolts. ~CMt l/15"f~ (Zet;tllreci fr-v Irt't'/tuqf! S-j;lf.J'71 1h 8t:1//7~ .#1f4 heAl ?be/~n/. ?~/de r9;/;J~f//I) /0//7"1,1//irmr: /#l/'~%~. BOLT LENGTH a Dia.<= 12 Dia. 2/3 TURN Multi-Rib or R-Loc Panel Lap Note: PER panel shown. If a Non-PER panel IS used the long leg does not exist, both are short. Mastic tape sealant IS optional on wall panels MASTIC TAPE SEALANT~ _ 1/2" ",li r------.~ ) LAPTEK 20" O.C. 'L LONGER 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. RE:V I DESCRIPTlDN t I ADDED orF" MODULE CORNER DETAIL REVISIONS ---~-1 I DATE: I APPROVED I '5/~2/021 DMY 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 h h h h t th k ---------Taking Pride In Building [xcellence "" compress the panel to old t e edge of t e s ee on e mar you "';':::"iis'I~-'e·2;.'J-11lIIYi ilbl'lI'I'~~'.l'~"r-"",--,----,c..:..c...:-,-,-.::..:.='-"....:...:..:....:c=r~"'.~ """n""·--Nt,9. have just made to keep the major ribs on one foot increments. ':iBioo,::T~4;~6;;_ (800) 327-0790 DCSIGN! JU (V, -UL-60 ROOF RATING S CREW-P LA CgM-E NT 1 For 'Multi-Rib or R-Loc' type panel profiles only NOTE: USE (2) TL __ SELF DRILLING SCREWS PER FOOT AT EACH SPLICE IN ROOF SHEETS IF ROOF SHEET ARE NOT LONG ENOUGH TO COVER AN ENTIRE ROOF SURFACE TK ____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT EAVE USE LAPTEK SELF DRILLING SCREWS ON EVERY HIGH RIB ALONG THE LAP IF PRESENT, WITH MASTIC CAULK SEALER BETWEEN PANELS. TK ____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT PEAK 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 DESCRIPTION DATE APPROVED ADDED OF'F' MClDULE CORNER DETAIL 5/22/02 DM\,! SE:~VMf:!: ~~tflp.l[!:ps -237 SOUTH 4TH sr ALBION, Nr 68620 (800) 327-0790 REVISIONS Taking Pride In Building £xcellencE' DES/fiN< Jl.S ,~ __ DAr!:, 4/3/02 PA(j[ NrJ. ENGIN EE RING DATA F=· ==~~~~~~==========~==~===r==~========~~================~ Job Number: B27675 DATE BUILDING FRAMING I BUILDING Job Name: WES BRENNAN 6/1/11 'CODE: Job Location: RIFLE, CO 8 1650 DESIGNED BY I IBC 06 Bu ild er: TALLY HO CONSTRUCTION RRR l i·---r-------==--B-U=IL ---D=I-N -=G---'---=-D--'-'E--'-S=--"C-R-'-'I-P=-'T---I'O---N---1--------1 I STATE I CODE: IBC 06 I WIDTH: LENGTH: EAVE HEIGHT: ROOF SLOPE: 60 feet 100 feet 18 feet 2.0000: 12 I I DESIGN LOADS ~----------------------------------------------------------------~ I LIVE LOAD: 20.00 psf I RIGID FRAME LIVE LOAD: 20 psf 1 COLLATERAL LOAD: 1 psf ROOF SNOW LOAD (P): 40 psf sROOF SNOW LOAD FACTORS GROUND SNOW LOAD: 47.62 psi ROOF DEAD LOAD: 2.500 psf I = 1.00 Ce = 1 Ct = 1.20 Cs = 1.00 I FRAME SELF WEIGHT: INCLUDED WIND LOAD: 90 mph Slippery/Unobst ructed Roof: Y Rain -an -Snow Surcharge = 0.00 psi 1 EXPOSURE: C WIND IMPORTANCE FACTOR: 1.00 I INTERNAL PRESSURE COEFFICIENT: +0. 18 /-0.1 8 1 SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: B SEISMIC COEFFICIENT: 0 .542 (Ss'Fa) ASSUMED SITE CLASS: D I O~:UPANCY CATEG..?RY: II -N arm~ ISS-0.36 S l -0.08 SDS -0.36 SD1= 0. 12 SEISMIC RESISTING SYSTEM: Stru ctural Steel System Not I ~ pecilico ll y Detailed lor Seismic Resis tance IANALYSIS PROCEDURE: Eq uival ent Lateral Force Procedure I The index force analysis procedure is used for buildings located in seismic design ca tegory A [Eqn 11 .7-1, ASCE7 -05 ( IBC06/IBC09)], lin which ca se Cs and R do not apply and are not used to calc ulate the bose shear, V. i Terrain Category: C LEFT ENDWALL FRAME TYPE: Bearing RIGHT ENDWALL FRAME TYPE: Bearing INTERIOR FRAME TYPE: 3 rigid frames, clear span ROOF BRACING: Coble Diagonal Bra cing LEFT ENDWALL BRACING: Coble Diagonal Bracing to Frome RIGHT ENDWALL BRACING: Coble Diagonal Bracing FRONT SIDEWALL BRACING: Coble Diagonal Bracing BACK SIDEWALL BRACING: Coble Diagonal Brac ing LEFT ENDWALL GIRT TYPE: In set RIGHT ENDWALL GIRT TYPE: Inset FRONT SIDEWALL GIRT TYPE: Inset BACK SIDEWALL GIRT TYPE: Inset ROOF PANEL: 26 go. Multi -Rib PB w/Vo lspar l OS Fini sh ROOF PANEL COLOR: Evergreen (MC) ROOF TRIM COLOR: Evergreen (MC) WALL PANEL: 26 go. Multi -Rib PB w/Va lspar l OS Fi nish WALL PANEL COLOR: Surrey Be ige (MC) WALL TR IM COLOR: Tudor Brown (MC) SEISMIC DATA Cs R INTERIOR FRAME: 0.12 3.00 ROOF: 0.12 3.00 LEFT ENDWALL: 0. 12 3.00 RIGHT ENDWALL: 0.1 2 3.00 FRONT SIDEWALL: 0.12 3.00 BACK SIDEWALL: 0. 12 3.00 LONGITUDINAL BASE SHEAR: TRANSVERSE BASE SHEAR: V (k) 10.49 10.50 DEFINITIONS/ABBREVIATIONS I CO M M ENTS Definition of Loading Conditions on Anchor Bolt Reactions Page: , ____________ _____________________ _______ ~ DL Dead Load LL: Live Load CO: Collateral ~a d WP: Wind Pressu re Wind from Rig ht Bolt Details: I WS: Wind Suction LLR: Live Load Right WL: Wind from Le ft WR: II Definition of other abbreviations on Anc hor Bolt Reactions Page & Anchor E\.I: Endwo. ll S\.I: Sicle wo.ll I Rf-: Rigid Fro.l'le SEISMIC RESISTING SYSTEM ABBREVIATIONS: DJ D J b OMF = Ordinary Steel Moment Frame I : oar 0.1'l OCBF = Ordinary Steel Concentrically Braced Frome I .--------------------------- --------------L-----------~~C~~C -~~C~an~t~il~ev~e~r~e~d~C~o~l~u~m~n~S~y~st~em~~_------------~ DRAWING PAGE(S) DESCRIPTION I /-3 COVER SHEET 4-5 ANCHOR BOLT PLAN I i! RIGID FRAME SECTION I 7-'I ENDWALL ELEVATIONS /0--11 SIDEWALL ELEVATIONS I 1 J-ROOF FRAMING PLAN INDEX PAGElS) DESCRIPTION GENERAL DETAILS ACCESSORY DRAWINGS I ADDITIONAL DETAILS ~/3~--/'/,~--r~JO~B~S~P~E~CI~FI~C~D=ET~A ~IL~S----~--------~------------------~ REV I ~ S ENTINEL BUII.PlNG SYSTEMS II nr-... CLOBAL """-11:1. lOr;:, 237 SOUTH 4TH ST ALBION. fiE 68620 (800) 327-0790 REVISIONS ENCINFIi'R'S SEAL ., ,I~"~ 'S~)O." "R .£...G !ft~. ~ Ia"~ .. • • ' ~S Lf:o",· •• lI", ~ <.\'0 DESCRIPTION I DATE I APPROVED r {~ 27184 %1 Taking Pride In Building Excellence PACE No. =-~ ~\ ,-4.lfi, I J~ NU"BEO, ,~ 1::.-:-~\t".; \.~~ ~·~.I' II'ES BRENNAN 1Lf2767c-1:i?,,!.:.-. ~":~ ~l -~ 2968 CRASS MESA ROAD D£S/CN: RRR /;;:';:;';-S lONA\. ~~, ( L-1!ti~~~~~1...!'~~-----~£~'NC~Rt: /)~'N~"'~:1~-J~oIaf ,... ~ --I I RIFLE. CO 81650 DAT£: 6/1/11 /)£T:fP~ ~.:::z;' -110 # 12 SELF DRILLING TK212S-1 1/4" LONG PANEL TO FRAMING ONLY NO INSULATION TK2150-1 1/2" LONG PANEL TO FRAMING ONLY UP TO 4" INSULATION TK2200-2" LONG PANEL TO FRAMING ONLY 4" + INSULATION # 14 SELF DRILLING LAPTEK-7/8" LONG LAP/TRIM SCREW PANEL TO PANEL TRIM TO PANEL POP-RIVET 1/8"\2'> ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES 25 GAUGE ROOF PANeL . JAMB rRl PLAINSMAN PREFORMED PEAK CAPS HEAD TR/~ UI "rm II ru AiASnC SEA(ANT ROOF SEAMS AK£ TRIM AM CLOSURES 26 GAUGE: WALL PANELS ~OAM CLOSURES PC t£.olJOI fUJ.. T FU90J 1/%% NER TRIM ~~SErRl DPmON NOTE: FOAM CLOSURES MAY DIFFER DUE TO INSULATION AND/OR OTHER BUILDING OPTIONS if COLD FORMED STEEL COMPON ENTS PRIMED MEMBERS : A5TM A 1011 -55 Gr. 55 S HAPE G A LVANI Z ED M EMBERS: A5TM A653-5S Gr. 50 CLAS5 3 h :CT. DIMENSIONS MEMBER PROPERTIES f:EE/C HANN E L D IMEN S IO N S MEM BER PROPERTIE S NAME S E C T . NAME A B C 0 GA. AREA Ix Iy S e t-c-I I A B C D GA. AREA Ix Iy S e PCE04256 4 2.5 2.5 .77 16 .57 1.51 .5 1 0.64 L..!L GCE08256 8 2.5 2.5 .77 16 .79 7.53 .65 1.67 PCE04254 4 2.5 2.5 .80 14 .7 1 1.86 .64 0.84 I GCE08254 8 2.5 2.5 .80 14 .99 9.33 .81 2.19 PCE04356 4 3.5 3.5 .77 16 .68 1.95 1. 15 0 .72 GCE08252 8 2.5 2.5 .87 12 1. 41 13. 14 1.1 5 3.28 PCE04354 4 3.5 3.5 .80 14 .85 2.41 1.43 0.90 A GCE08356 8 3.5 3.5 .77 16 .9 1 9.33 1.47 1.62 PCE06256 6 2.5 2.5 .77 16 .68 3.84 .59 1 . 1 1 GCE08354 8 3.5 3.5 .80 14 1.13 11 .57 1.83 222 PCE06254 6 2.5 2.5 .80 14 .99 5.17 1.07 1.64 GCE08352 8 3.5 3.5 .87 12 1.61 16. 29 2.60 3.41 PCE06356 6 3.5 3.5 .77 16 .91 5.20 1.85 1.24 J-ir GCE 10256 10 2.5 2.5 .77 16 .9 1 12.8 1 .69 2.06 lPCE06354 6 3.5 3.5 .80 14 1.13 6.42 2.29 1.53 GCE 10254 10 2.5 2.5 .80 14 1.13 15.90 .86 2.99 PCE06352 6 3.5 3.5 .87 12 1. 61 8.96 3.23 2.53 -B-1 I GCE 10252 10 2.5 2.5 .87 12 1.61 22.44 1.23 4.48 PCE08256 8 2.5 2.5 .77 16 .79 7.53 .65 1.60 GCE 10352 10 3.5 3.5 .87 12 1.81 27.39 2.79 4.88 'PCE08254 8 2.5 2.5 .80 14 .99 9.33 .8 1 2.13 ZEE GCE 12356 12 3.5 3.5 .77 15 1.14 23.97 1.66 2.58 PCE08252 8 2.5 2.5 .87 12 1 .4 1 13.14 1.1 5 3.28 t-CiyD GCE 12352 12 3.5 3.5 .87 12 2.01 42. 11 2.95 6.02 [PCE08355 8 3.5 3.5 .77 16 .9 1 9.33 1.47 1.65 GZE08256 8 2.5 2.5 .65 16 .79 7.62 1.08 1.58 I rpCE08354 8 3.5 3.5 .80 14 1.13 11.57 1.83 2.29 ~ GZE08254 8 2.5 2.5 .68 14 .99 9.46 1.35 2.08 PCE08352 8 3.5 3.5 .87 12 1.6 1 16.29 2.60 3.52 GZE08252 8 2.5 2.5 .73 12 1. 41 13.35 1.95 3.23 I ipCE08350 8 3.5 3.5 .63 10 1.97 19.77 2.86 4.44 GZE08356 8 3.5 3.5 .65 15 .91 9.42 2.54 1.59 I jPCE 10256 10 2.5 2.5 .77 16 0.9 1 12.81 .69 1.99 A GZE08354 8 3.5 3.5 .68 14 1.1 3 11.69 3.18 2.23 PCE 10254 10 2.5 2.5 .80 14 1.13 15.90 .86 2.87 GZE08352 8 3.5 3.5 .73 12 1 .61 16.50 4.58 3.45 jPCE 10252 10 2.5 2.5 .87 12 1.61 22.44 1.23 4.48 GZE 10256 10 2.5 2.5 .65 16 .9 1 12.93 1.08 1.94 , PCE 10352 10 3.5 3.5 .87 12 1.81 27.39 2.79 4.78 Y GZE 10254 10 2.5 2.5 .68 14 1.13 16.06 1.35 2.83 I PCE 12356 12 3.5 3.5 .77 16 1.14 23.97 1.66 2.48 D<f--B-GZE 10252 10 2.5 2.5 .73 12 1.61 22.7 1 1.95 4.40 IpCE 12252 12 2.5 2.5 .87 12 1.81 34.95 1.29 5.81 GEAVEL84/GEAVEH84 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.59 , IPCE 12352 12 3.5 3.5 .87 12 2. 0 1 42. 11 2.95 6.1 7 GEAVEL82/GEAVEH82 8 4.0 4.0 1.0 12 1.74 18.11 3.79 3.84 I PZE04256 4 2.5 2.5 .65 16 .57 1.55 1.08 0.62 EAVE STRU T GEAVEL04/GEAVEH04 10 4.0 4.0 1.0 14 1.37 2 1.63 2.95 3.38 IpZE04254 4 2.5 2.5 .68 14 .71 1.92 1.35 0.80 GEAVEL02/GEAVEH02 10 4.0 4.0 1.0 12 1.94 30.29 4.08 5. 19 I 'pZE04356 4 3.5 3.5 .65 16 .68 1.99 2.54 0.65 -c-=1J_ GDL08P04/GDH08P04 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.59 I PZE04354 4 3.5 3.5 .68 14 .85 2.46 3. 18 0.85 'TD PRIM ED M E M BERS : ASTM Al 0 11 -SS Gr. 55 IpZE06256 6 2.5 2.5 .65 16 .68 3.9 1 1.08 1.07 I 'PZE06254 6 2.5 2.5 .58 14 . 85 4.84 1.35 1.37 D IMEN S IO N S MEM BER PROPERTI E S SECT . NAME I ,PZE05355 5 3.5 3.5 .65 15 .79 4.9 1 2.54 1. 13 A B C D GA. AREA Ix Iy Se IpZE05354 5 3.5 3.5 .58 14 .99 5.09 3. 18 1.47 A PCH05305 5.25 2.99 2.99 00 15 .58 4.23 .62 0.75 I 'PZE05352 5 3.5 3.5 .73 12 1.4 1 8 .57 4.58 2.27 PCH06304 5.25 3.01 3.01 0.0 14 .85 5.30 .78 1.04 I ,PZE08255 8 2.5 2.5 .55 15 .79 7.52 1.08 1.5 1 ~D PCH08305 8.25 2.99 2.99 0 .0 15 .79 8. 11 .57 1.00 PZE08254 8 2.5 2.5 .68 14 .99 9.45 1.35 2.04 --:=ff PCH08304 8 .25 3.01 3.01 0.0 14 .99 10.07 .85 1.53 I PZE08252 8 2.5 2.5 .73 12 1 .4 1 13.35 1.95 3. 18 \--B PCH08302 8.25 3.05 3.05 0.0 12 1 .4 1 14.25 1.23 2.49 I ,rZE08355 8 3.5 3.5 .55 15 .91 9.42 2.54 1.53 PCH1 0305 10.25 2.99 2.99 0.0 .15 .91 13.53 .7 1 1.27 PZE08354 8 3.5 3.5 .58 14 1.13 11.69 3.18 2.19 MATERIAL THICKNESS PCH1 0304 10.25 3.01 3. 0 1 0.0 14 1.13 15.83 .90 1.89 I 'PZE08352 8 3.5 3.5 .73 12 1.5 1 15.50 4.58 3.38 16go = 0.057" PCH1 0302 10.25 3.05 3.05 0.0 12 1.51 23.85 1.30 3.47 , IPZE 10255 10 2.5 2.5 .55 16 .9 1 12.93 1.08 1.87 14go = 0.07 1" I 12go = 0. 10 1" ENCINEER'S SEAL PZE 10254 10 2.5 2.5 .58 14 1. 13 15.05 1.35 2.58 l Ogo = 0.129" PZE10252 10 2.5 2.5 .73 12 1.51 22.71 1.95 4.34 "," <:) ,REG~" ~ IPZE 12355 12 3.5 3.5 .58 15 1. 14 24. 11 2.54 2.3 1 REVISIONS !l~"?;,, ...... t~ ~ .·'~S Lto-1t PZE12352 12 3.5 3.5 .73 12 2.0 1 42.43 4.58 5.97 REVJ DESCRIPTION I DATE I APPROVED ~/~ <0 I PDL05P05/PDH05P05 5 4.0 4.0 .77 15 .85 5.35 1.85 1 .2 1 ~~ 27164 ~ PDL05P04/PDH05P04 5 4.0 4.0 .80 14 1.05 5.52 2 .30 1.59 ~ Taking Pride In Building Excellence PACt' No. ~~d ..."... ~'~-F:5L8 SF.tiII ~ EI BUII.DmG Sxsn:Ms -~ fJj lB276 7.'l ~1-~ JEAVEL84/EAVEH84 8 4.0 4.0 1.0 14 1.23 12.95 2.74 2.54 A l)y..,.., ~ CL08AL k::o.omus. ..... I E~VEL82/EAVEH82 8 4.0 4.0 1.0 12 1.74 18. 11 3.79 3.77 237 SOUTH 4TH ST irES BRENNAN §<'\" ,• . ~;!/I EAVEL04/EAVEH04 10 4.0 4.0 1.0 14 1.37 21.53 2.95 3.24 ALBION. N£ 68620 -~ 2968 CRASS NESA ROAD OESleN: RRR 3 ;;:''=';-.!:::1. ~/OffA~~ .J[ EAVEL02jEAVEH02 10 4.0 4. 0 1.0 12 1.94 30.29 4 .08 5.10 (800) 327-0790 £NCR: lJYIf :::'':::':''7'", .... RIFLE, CO 8 1650 OATE: 6/1/" OE7:'<y"-:, <;:..:'~ --IP II FRAME LINES 2 3 4 .. Grr --_____ _ -+-@T ,C OLUMN LINE :1 H RIG ID I Frm I Line Iv FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, Col Line ----Column Reoct;ons (k ) Load Hmox V Load Hmin ID H Vmox 10 H V Vmin & BASE PLATES Anc. _ Boll Oty 0;0 H Iv Grout (;n) I 2 • A 19.0 34.0 2 -7.2 -8.7 4 0.750 6.000 18.00 0.375 0.0 -2.5 -I 2.2 2 • J 3 I 7.2 -19.0 4 -8.7 I 34.0 5 -I 9.0 34.0 4 0.750 6.000 18.00 0.375 0.0 2.5 -12.2 2 • Frome lin es: 2 3 4 I' N~TA~~oo:;~gRCO~d~t:~sT~~eN~om;ned and on ly mox;mum/m;n;mum H or V and the corresponding H or V are reported. I 2. Positive reactions are as shown in the sketch. Foundation loads ore in oppOSite directions. I 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced boy The vertical reaction is downward. II 4. Building reactions or~ based on the following building data: Width (ft) = 60.0 Length (tt) = 100.0 Eave Height (ft) = 18.0/18.0 Roof Slope (r;se/12) = 2.0/2.0 I Dead Load (psf) = 2.5 Collateral Load (psf ) = 1.0 I L;ve Load (psf) = 20.0 Snow Load (psf) = 40.0 Wind Speed ,mph ) = 90.0 W;nd Code = IBC 06 Exposure = C Closed/Open = C Importance Wind = 1.00 Importance Seismic = 1.00 BUILDING BRACING REACTIONS Seismic Design Category = B Seismic Coeff (Fo*Ss) = 0.54 5. Loading conditions are: I OL+CL+SL+Dr;f\+SI;d e 2 0.60DL+WLI 3 0.60DL+WR I 4 0.60DL +LnWnd l+LWIND I _ L2E 5 0.50DL+LnWnd i +LWINDLR2E 6 0.50DL+WS+LnWnd2 7 0.50DL+WP+LnWnd2 8 0.50DL+WL2+WS 9 0.500L+WP+LnWndl 10 OL+CL+E1UNB_ SL_ L II 0.500L+WR2+WS 12 OL+CL+EIUNB_ SL_R 13 OL+CL+E2UNB_SL_ L 14 OL+CL+E2UNB_ SL_R -Wall -Col Lac Line Line L_ EW I F_ SW J R_ EW 5 B_SW A Bracing 2 ,3 G ,0 3 ,2 ± Reoct;ons (k ) --Wind --Seismic -Harz Vert Harz Vert In Roof To 3.9 2.5 2.2 2.0 3.9 2.5 Frome 3.4 1.3 3.4 Ponel Shear (Ib/ft) ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES ----Column Reactions (k ) Frm Col Load Hmox V Load Hmin V Vmin Anc. Bolt Oty 0;0 Bose_ Plate (;n) Grou l Line Line A B C E F H J 5 J 5 G 5 o 5 A 10 H Vmox 10 H --------6 8 8 I 8 10 8 10 I I 12 I I 12 I I I 6 I I 8 I 8 13 I I 14 I I I 0.3 0.2 7 0.3 0.4 I 1. I -2.7 9 0 .0 7.6 8 1.4 -2.1 9 0 .0 6.6 8 1.4 -1.3 9 0.0 5.9 8 1.4 -1.3 9 0.0 5.9 I I 1.4 -2.1 9 0.0 6.6 I I I. I -2.7 9 0.0 7.6 I I 0.3 0.2 7 0.3 0.4 I 1.3 -1.7 9 0.0 4.7 8 2.9 -6.1 9 0.0 15.0 8 2.9 -6.1 9 0 .0 15.0 I I 1.3 -1.7 9 0.0 4.7 I I -0.3 0.0 -1.0 1.1 -1.2 1.4 -1.3 1.4 -1.3 1.4 -1.2 1.4 -1.0 1.1 -0.3 0.0 -1.1 1.3 -2.6 2.9 -2.6 2.9 -1.1 1.3 GENERAL NOTES 0.2 -1.3 -2.0 -2.7 -1.4 -2. I -1.2 -1.3 -1.2 -1.3 -1.4 -2. I -2.0 -2.7 0.2 -1.3 -1.2 -1.7 -3.0 -6. I -3.0 -6 . I -1.2 -1.7 Width Length Thick 2 0.750 4.000 8.000 0.375 2 0.750 4.000 8.000 0.375 2 0.750 4.000 8.000 0.375 2 0.750 4.000 8.000 0.375 2 0.750 4.000 8.000 0.375 2 0.750 4.000 8.000 0.375 2 0.750 4.000 8.000 0.375 2 0.750 4.000 8 .000 0.375 2 0.750 4.000 8.000 0 .375 4 0.750 6.000 8 .000 0.375 4 0.750 6.000 8.000 0.375 2 0.750 4.000 8.000 0.375 (;n) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I ,. Foundation design and construction ore not the responsibi lity of SENTINEL Buildings Systems. J 2. The building reaction dala reports the loads which this building places on the foundation. 3. Anc hor bolts sholl be accurately set to a tolerance of + /-1/8" in both elevation and locotion. 4. Column bose plates ore designed not to exceed a beoring pressure of 1050 pounds per square inch. 5. All walk doors are to be field loco led 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 F1S54 Gr36 threaded round stock (rolled or cut thread) with plain finish, unless noted. 8. When anchor rods ore 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), Sentine l 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 -fald & hydraulic), walk doors and windows will be closed & latched. REVISIONS DESCRIPTION I DATE . 1 APPROVED -------------:::-==_ __Ta_ki -n-=g. P_ri_de_ I_n _Bu_il_din-.::gc E_xc_ell_en_ce' """=""':--_+P.:.:c:~.C.':'£_N"_o. ;~:;=:;.,~~~~.,:; '_ SENTINEL BIJI!.DING SySTEMS PAlJI:CT EJOB,:2NUM7B'6R' 7" L r ~~;: ..... A DvIsIc. ... CWBAL ~ DOC; , .~ [~ 01 "-<_. 237 SOUrH 4rH sr IfES BRENNAN LI :: ~~ ALBION. HE 68620 ~ 2968 CRASS MESA ROAD DES/CN .. RRR T E\::::'~~ (800) 327-0790 ENCR .. IJ)f1f ""--• • ,~ RIFLE, CO 81650 IJATE. 6/f/If IJ'£T. (f,'_ ~'::2:;' ENCINEER'S SEAL I[);o-3/4" I ij; 4" ~(o I , 11 .90 \ (~ r-~ 1 OJ 118> 1-3"" 11 " _ _ _ '-----"LI~--I8->,. 'd L---L-2_ '-'[/2w" W,' C ' I 1 8 ' 1 2 IDETAIL A I'DETAIL B '.0;0_ 3/4" 6" 1 1 -o="""Ti=-=O 18> 118> -3" 18> 118> -, OJ ..l 2 '/2" I ---'----.l=-=iF--='-L-L----'---Ew )·...l2" I -See Pion 'IDETAIL C , 6" ,,-=I --=r=]1 T <,0 18>118> 1-18> 118> ..l , 3/4,1--...l, See Plan 6" 1-4" 3/4" sw "1 NOTE, oUT-To-oUT OF STEEL DIMENSIONS DOES NOT INCLUDE OPTIONAL NOTCH. ADD NOTCH DIMENSIONS I TO OVERALL MEASUREMENTS AT DES IRED LOCATIONS. I VALL PANEL r BASE MEMBER (ANGLE DR OPTIONAL CHANNEll \1..1..'-, S I ,~ ,<;:.",\ 3-,,1..' "-.. \<;:. 1..1..'-"""' '-"-.. <;:.",\' (,\ ! ~~~~O~~~M ~ ~ OPTIONAL NOT~ 1:::"(oUTSIDE DF STEEL LIND ~~o' CONCRETE FOUNDATION ---~"'-.J.I /; PLACEMENT OF OPTIONAL CONCRETE NOTCH " G , 00' -O"OUT -TO-OUT OF STEEL 25' -0" 25' -0 " (~ 25' -0" (~ 25' -0" fA\h-__"" ~', ___0--+ ____ t o"", r ________________________ ~~ _____ ~X_-~B~ro~c~; n~) g~ _____ ~r.o __ --------------------~~------------------------_, ----_+----~' A \Y ~ s: ~ ~ 3' -0" -1--A[";,; o , " J1'\.c::.'IH -----o 0 ""+----w ' , i=' r;o-;E'U' -.,.-1----(/)\C:;J u.. o t:; 0 o , , '" .o.,.. -.... OJ " , '" 0'F'H---o o, \.:./0, ","-1----55 !f:i''''l+---'''-I--'-'Y o , '" ''-I''R'-, t---'-----3' -0'" ;.-, -1----z o (/) 3~ :-:>;," Oro (/)'" I .... o ..J o I ~ ANCHOR BOLT SUMMARY Die Qty locote (in) Type !8) 28 Endwoll 3/4" A36 ® 24 Frome 3/4" A36 Totol Len (;n) 11.5 11 .5 C ~ I •• Bend Len Proj (;n) (;n) 4.00 2.50 4.00 2.50 .~ C I •• A~ N , 0, " , 0, ---;---;,-{ D 'c" u ~ (D, x o , o N o , o N --+ ---HG N , '" " , 0, ~ s:~ ~ (0~~~---~------------~~~: ----~~~--_r~~. ------------~~~: ------------~--~--~J \V ,loX Broc;ng , 0 , , "" -"" 25' -0" FRAME LINE DIMENSIONS 1 2 ALL DRA WINGS NOT TO SCALE DIAGONAL MEASUREMENT = 116'-7 7/16' 25'-0" 25'-0" 25' -0" 3 4 5 ENCINEER'S SEAL "~I' 0 REGI. J' ~~~ ........ ,tr~..: ANCHOR BOLT PLAN NOTE: All Bose Plotes @, 00' -0" (U.N.) REVISIONS f . c::s "';;p L~~''':"1'~ i!!:tlQ:V" <0\0 REV I DESCRIPTION I DATE I APPROVED _ ~ ,;;0 «:j i~ 27164 ~~ ------------Taking Pride In Building Excellence PACE No. ---. ---\! ~ r ,r,;C~ pc: SE~TJ!!E'~~H1ldtIU;;-sT.:=-~--IYE-.:-S--B-'R-'E".:''N-.'N-.'-AN------------'::'"''--------T B'0'"''·,2N"U""7""'·'"[';-7-'-!-i1-'-"':'::"-'-"1~~. ~<i~~.J.;f,1 237 SOUTH 4TH ST O'NC''',' R"" """ :s;;;;-=. ~S.··;N"A·O·\.""~~l ALBION. NE 68620 -~ 2968 CRASS NESA ROAD L"" " . nn ---> ... -. ~'".. I' .... S;, (800) 327-0790 ENCR: on =:n", ~-IC ~' . RIFLE. CO 8 f 650 DATE. 6/1/11 on q,,-~ ~-....... ~ '\ I S~LlCE PLATE & BOLT TABLE MEMBER TABLE Web Depth Web Plate Outs ide Flang e In side Flange Qty Mark Start/End Thick Lenath W x Thk x Lenath W x Thk x Lenqth lv1ark Top Bot Int Type Dio Length Width Th ick Length RF1~1 1 7~1,308 0.188 11 9.0 6 x 1/,4 ' x 205.1 6 x 3/8 x 177.7 ISP -l 4 4 2 A325 1000 2.75 6 " 3/4" 3' ~ 2 1/2" 30.8/373 0.250 91.4 6 x 5/16" x 32.3 Sf~2 4 4 0 A325 0.750 2.00 6" 1/2" 2' ~ 2" RF1 ~ 2 30.0/18.0 0.250 117.8 6 x 1/4" x 111.8 6 x 3/8" x 118.4 18.0/18.0 0.188 11 9.0 6 x 3/8" x 218.7 6 x 1/4" x 209.7 18.0/180 0 .1 88 93.7 Iv FLANGE BRACES: Both Sides( U.N.) FBxxA( 1): xx= lenglh(in) A ~ L2xl/8 ps-I = -= = = -t'\---id-:;0' 3" ~' J.l::r..0" 30'-3 " I \ -j f.-3/," Evergreen ,Me) ,' -2" 6 @4' 33/4" 6 @2" II-= 26 Go. MS, I. l ~ I rB35~) FB350A(I) ~\5l.16" ---T --~~~¥---7 ---... 4'-4 I~' II 42" 2 "~ 12 " r83~1) _ ---I 1 :J---_T __ F~3~1) 10" 12 \ rB~l\)_~~ _ r---T-@N ~t--1 _ FB42~) I I --',Tv \ Rf\ 2 U"-l RFI _2 1 , 1 ---0u ft---_ ~ rp ~ ~ ~ 5'-6" -~ 5' -6" ;J , -~ I I ~ ~[> "-Q <J~ Ul Ul --, (D (D Ic ~ "-~ "u 5'-2" c <DO 5'-2" 15 , IS' -O" -" IS' -O" ~ 0_ -" ~ NU I -u _u" I r--k _0c _ c0 :;: r 0: 15 15 cr: 3' -S" -"-'u-" -"'-" -u 3' -S" I r--r I 3'-s" '@@3'-S" I ! ! -~~ ~ 13' -1 15/16" 53' -S 1/1 6" 3' -1 15)16" I Clearance 60' 0" OUT TO OUT OF STEEL I A RIG ID FRAME CROSS SECTION J ENCINEER'S SEAL FOR FRAME LINE 2 3 4 I II~ REG/~ REVISIONS l~<:~s "·'«;-$" L"£·o-·tr ".. "'~ I REV I DESCRIPTION 1 DATE APPROVED &,-\/l~ <ci 27164 ~ ~ Taking Pride In Building ExceLLence PAce No. -~~-~",'. .9. -~ \ 1,. /9 SRHIIHEI, B1JII,DIHG ~s:rEMS ~o I 82767 5 E§-F~ \.~ "::~!>. . ~. ~ A nv-orGLOBAL )ooumo .... l""'-• 237 SOUTH 4TH ST 1I'ES BRENNAN ~ , .... ,~~,01 ,.. .. ~-~l~i!~' I ALBION. HE.' 68620 -~ 2968 CRASS MESA ROAD OEs/eN: RRR ;;:''=':"' ~ (800) 327-0790 ENeR: PMIf ~:~:''''oI''M ;;!c _{O-~ RIFLE, CO 81650 <-.~ DATE: 6/1/11 lJ£T: ae-br s:!~-"'9 o I OJ 43" OF CLEARANCE FOR OVERHEAD DOOR WID OPERATOR BETWEEN HEADER AND UNDERSIDE OF PURLINS AT THE DOOR JAMB. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. 81" OF CLEARANCE FOR OVERHEAD DOOR WIO OPERATOR BETWEEN HEADER AND UNDERSIDE OF PURLINS AT THE DOOR JAMB. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. 60' 0 " OUT TO OUT OF STEEL 43" OF CLEARANCE FOR OVERHEAD DOOR WIO OPERATOR BETWEEN HEADER AND UNDERSIDE OF PURLINS AT THE DOOR JAMB. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. BOLT TABLE FRAME LINE 1 LOCATION QUAN ER l /ER 2 Columns/Rot MEMBER TABLE FRAME LINE 1 QUAN MARK 4 4 PART TYPE A325 A325 DIA 1/2" 1/2" LENGTH LENGTH 1 1/2" 1 1 /4" 14' 0" T' oJ ",,: T' 0 T 14' 0" <]> 2 2 2 2 1 1 3 6 3 8 EC 1 EC -2 EC -3 EC -4 ER -l ER -2 DH -l G-l G-2 G-3 PCE08356 PCE08354 PCE08352 PCE08352 PCE 10352 PCE 10352 PCE08356 PZE08256 PZE08256 PZE08256 ANGLE TABLE FRAME LINE 16' -4 13/16" 16' -11 1/2" 19 ' -3 1/2" 20' -1 1/2 " 30' -4 15/16" 30' -4 15/16" 14' -0" 2' -7 1/2" 13' -10 1/2" 4' -3 1/2" 1 ' -2" I 4' -0" I I t-_ ITlI-G-l I 5' -0" II t--ITh~'lf -I i l=,gG, -;"I~11 I 3' -8" I Of-@! t--[jJ', G-l I 3' -8" I DH 1 G-3 0 @--J G-3 I ." ~ =~ G-3 L DH 1 0 I " ~ G-3 G-3 G 3 DH 1 o I OlD QUAN PART 1 2 4 2 PAN04206 PAN03206 CONNECTION PLATES FRAME LINE 1 LENGTH 20' -0" 10' -0" o ID QUAN MARK /PART 1 6 CGC8 2 14 PROO L-L--_~9 [ EC-l CP0 ] ________ L __ _ -.JI[.=-C-,L-L~-]~ _____________ .:Il[.:-=c=-==-]IL ---------[ EC -2 ] EC-2 EC-3 EC -4 EC -4 EC -3 EC -1 ENDWALL FRAMING: FRAME LI NE 1 ENeINEER'S SEAL If'! .\\ 10 .,,~O REG/n REVISIONS ,~,,~ ........ 'U&-...~ REV I DESCRIPTION DATE I APPROVED ~ r.fi~;,(~'! Uo~~~ ______________ Taking Pride In Building Excellence PACE No :::;::"~-..::: -27164 o<} SE~T~'<W'~lliLft!~SJ.EMS PIIO.(CI I J~ 07""'6R: rx L . a~l~~. ~.o I . I ft5 J 237 SOUTH 4TH SF ~=~I~I'."£~S~B~R~:t:~'NM~'A~N~fZ7ii1@.=====~It1~,G'~~~f~' LJi~!~rr.: · ~,.,\. J. ALB"OW. N." 686'·0 '" ~ ~.. ~~ ,,., l<f."f<i"', l' " 0 • -~ 2968 C'D ' S'S UPS:" RO'AD OESICN.· Rl/R .. ~,-.c. .....~ <' ..... .J /800 1 327-0790 IV< /I1Jj fl :i.":;-~:':;"'." ~..... ...."' ,. I' /RiFlE, CO 81650 ENCR .. on =:'::.:::. oIONA\. ~'" /JAT£: G/1/" D£7': ..,. s::.... ... e..~ ~ II BOLT TABLE FRAME LINE 5 " LOCATION QUAN TYPE DIA LENGTH II ER-3/ER-4 8 A3 25 1/2" 1 1 /2" Columns/Ral 4 A325 1/2" 1 1 /4" MEMBER TABLE FRAME LINE 5 QUAN MARK PART LENGTH 2 EC-5 PCE08354 16' -4 1%16" 1 EC-6 W8x10 19' -7 5 8" CD CD 1 EC-7 W8x10 19' -7 5/8" 50' -0" OUT -TO -OUT OF STEEL 1 ER -3 W10x 12 30' -4 15/16" II 1 ER-4 W 1 Ox 12 30' -4 1% 16" 8" I' 19 ' -4" 20' -0" 1 g' -4" I 8" 4 G-4 PZE08256 18' -8 7 8" --4 G-5 PZE08356 18' -8 7/8" A2" 1 G-6 PZE08256 19' -6 1/4" I 12 1 G-7 PZE08356 19' -6 1/4" <$ 0 2 G-8 PZE08354 19' -6 1/4" 2"h 2 CB-1 3/8" STR 24' -11 " R-3 f~~?" _ -I" ----F8310A ER -4 12 E1. __ ---~ ---'<---___ r ANGLE TABLE ~~~ ---FRAME LINE 5 ," ---~ G-S /---_I ---~~ 010 QUAN PART LENGTH 2 ' -0" ~ 1 3 PAN04206 20' -0" G-5 2 6 PAN03206 10' -0 " I I I I FLANGE BRACE TABLE 3'-3" I I FRAME LINE 5 [I), G-4 G-S G-4 tITl \7 10 QTY MARK LENGTH II I ~ I 1 4 FB310A 2' -7" I I 0 5' -2" I I CONNECTION PLATES I FRAME LINE 5 cD I I D ID I QUAN I MARK/PART II -[I) G-5 G-5 m 1 6 I CGC8 I /, I 3' -8" I ~ @--, I II Df -@! '/@--fu --G-4 G-5 G-4 I leo-?t1 ~ I 3 ' -S" I I II @1-, ~0 @--I L I [ leo-El-5 -j I J I EC -5 EC -7 EC-5 FIELD SLOT GIRT WEBS FOR CABLE/ROD. ENDWALL FRAMING: FRAME LINE 5 HULT IPLE SLOTS MAY BE REDUIRED ACROSS GIRT DEPTH SLOTS I 1/2" \lIDE Slot location nay AND 3" LONG • vary across girt . -ALIGN GIRT SLDT<S) ~ depth for bracing • a ttoching to \J/COLUMN SlOHS) endwoll corner colunns ENCINEER'S SEAL k~OR£6~~ REVISIONS <:)'='~S U"o+\~ REV I DESCRIPTION I DATE APPROVED ~~ <0 ~ Taking Pride In Building Excellence PACE No. E§:~ ~ 27164 ~ SEtiII~EI , Bun QING ~SIEMS -~ IYES BRENNAN 1B2767!5 ~E,..; ~ \ "C~ 0 ftj A DMsoooo Of'CLDBAL Iorro.JmaI:'l IJIC. . . ~'" /0" ~i 237 SOUTH 4TH ST cf '"~-~J'.i''''''''''~~~~ ALBION. N£ 68620 ~ 2968 CRASS NESA ROAlJ OESICN· RRR 1?=::::~' (800) 327-0790 ENCR.· OJ/I/' .-10<,,-",=. 01 "'" "':°!0~'~ \O)( RIFLE, co 81650 OAl'£'· 6/f/If o£r:a'l., ~-e:'~ ,-------------------------------------------------------------------------------------~--------------_r~7T~r_----------------__, TRIM TABLE II :1 II I I ~2" 12 <'> ~ «; 0 P' 0 0-" -I I 1 .-.. U-) U-) ~ ~ ~ C? C? ~ cp ~ FRAME LINE 1 & 5 OlD QUAN PART COLOR LENGTH ~2" 0 2"h 1 4 ITOCRL SB 16'-3" 12 ~DC 12 2 4 ITRT20 ER 20'-3" ~ -% 3 4 ITRT14 ER 14' -3" 4 4 IT -RTC ER 6 7/8" «; 0 5 2 IT -PBF ER 2 ' -0 " 0 -=------::::JO 6 9 ITHJ 14 18 14' -3" n m m n 7 9 ITHT14 18 14' -3" m 1 1 1 1 m n 10' -3" ~ m n 1 m n 8 2 ITOC 10 18 n 1 1 OJ OJ 1 1 1 OJ OJ 1 1 "" ill "" U) .~ <.D 0 0 U) U) 0 " " 0 <;) -1 <;) 1 0 -<;) " 1 1 " 0 -OJ OJ 1 -1 1 " --" 1 U) --U) <'> -" -" <'> 6~ 0 7 ~~ ~6 -( <;) 0 1"1'0 0 <;) --------" --0 1 ~ ~ 1 ~ ~ 1 ~ 1 1 ~ -« . . « --« . « 0 ,,~ ... ~ ·"c ~ ,,~ " ,,~ -------------------ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. MS -Surrey Beige (Me) [AJ PANELS: 26 Ga. MS -Tudor Brawn (Me) q> ~ ~ 0 2"h ~DC 12 ~ ~ 0 ::::Jo ~ , 0 " " 0 0 " -1 1 -" 0 0 0 ... -1 1 1 1 -... ... -0 1 1 1 1 -... ... 0 1 1 (J) (J) 1 1 -OJ OJ --OJ OJ 1 I -<.D <.D " " " " 1 --------<.D <.D ----U-) U-) ... -<'> ENCINEER'S SEAL ENDWALL SHEETING & TRIM: FRAME LINE 5 jl~~\l·~..q!J'~. PANELS: 26 Ga. MS -Surrey Beige (Me) [AJ PANELS: 26 Ga. MS -Tudor Brown (Me) REV S ENTINEL B IIIWI-N-G-S-y-S-TE-M-S A ~ or GLOBAL ~~ IlIC. 237 SOUTH 4TH ST ALBI ON. #£ 68620 (800) 327-0790 (::i ...~.o :; \.£0+. .. ~ I I ~"'tl:' <0\ DESCRIPTION DATE APPROVED ~ fI f~ 27164 ~I Taking Pride In Building Excellence PACE No. ~:f~ ~ J J f:O fj OB,:2NU"7B'gR' 7'[> ~~' . ', .~ ~J io ecllnlj--oli... /J..... • •• ~ J' lfES BRENNAN \;t'"'"~-'. '?C''':' ....... ., ~~ , = 2968 CRASS NESA ROAIJ OESICN RRR 9 §¥.!~ ~ONAt !;;", 1\ REVISIONS ENCR: 0"'" = :.=;, -I. 10' RIFLE, CO 8 1650 OATE: 5/1/11 OET:CYV .'::.~ '0-~ ____________________________________________________ l_ ________ ~ _ ~~~~~ _________ ~~~~~~~~ ___ ~~ _ ~ rl MEMBER TABLE FRAME LINE J II QUAN MARK PART LENGTH 4 E-1 EAVEL02 24' -11 /~? " ® 5 G-9 PZEOS252 24' -7 3 S" CD 1 G-10 PZEOS352 24'-7 3/S" II 1 DO' -0" OUT -TO-OUT OF STEEL 6 G-11 PZEOS252 24' -3 1/4" ® 0 0 2 CB-2 3/8" STR 27' -S" 25' 0" 25' 0" 25' -0" 25' -0 " I TRIM TABLE ®. FRAME LINE J II ® E 1 ~ E 1 E 1 E 1 0 10 QUAN PART COLOR LENGTH 2 2 ITOCRL TB 16'-3" 5' -6" ~ /3 5 ITSG20 ER 20' -3 " I m 4 10 ITET 10 ER 10' -3 " " G 9 G-11 G 11 G 9 5 2 ITSGEC ER 5" II ~ Il: ,zJ ~ 12: rzi '" '" 6 2 IT-OCB ER " -8" 5' -2" 7 51 IT-GS-ER 6" " m 8 1 ITOC10 TB 10 ' -3 " G-10 G 11 G 9 I ' 3070 I ~ IZ ~ ~~ ~ f2J ~ 3 ' -8" I f2J ANGLE TABLE ~OOR I @-h ~ m FRAME LINE J I f[ G-g G-l 1 ',2 G 11 G 9 I I L ~ V ~ rzi 12 ~ 0 10 QUAN PART LENGTH 3 ' -8" 0 ~ 10 PAN03206 10' -0 " l.. I 1 ~ L I I I ~ EC -1 RF 1-1 RF 1-1 RF1 -1 EC -5 CONNECTION PLATES FRAME LINE J WALK DOOR NOT TO EXCEED 3' -0" MAXIMUM OFFSET FROM LEW SIDEWALL RAMING: FRAME LINE J D ID QUAN MARK/PART 1 6 CGCS 2 1S PCSBLT :1 Note: Girts below 7 ' -4" may be cut in FIELD SLOT GIRT WEBS FOR CABLE/ROD. the fi eld to allow in stallation of fi eld Hl.ILTiPLE SLOTS HAY BE: RF;:ClUIR(D ACROSS GIRT OCPTH located walk doors with offset note. SLOTS I liZ· ..... I:~~ • ~~o,.~ '~~;!~; ;~ AND 3' LONG _-Al iGN GIRl SlOHS) depth (or bracing • flo t toc hing to "'I' COLUHN SLOT<S) end_OU cor .... ,. COl u~ I cp q:> ~ ~ ~ I (Gutter with 3 downspouts) 00 00 000 0 1 10 I I I I '" , , "' '", , , , '", "' '" '" '" "' , "' , , , , , '" , '" "' "' , , , l <0 '" <0 <0 <0 <0 <0 '" <0 '" <D <D <D '" <D '" <D '" <D 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 I I I I l'f '" '" '" '" '" '" '" '" '" " '" '" '" '" '" '" ... ... '" '" '" '" '" '" '" '" '" '" '" '" '" ... ' .. 0 I;': ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 I I I I I 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I 'J. , ~ 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 ~ 'F 0 ' '" ,'" ' '" ' '" ' '" ,'" ' '" ' '" ' '" ' '" ' '" , '" ,'" ' '" ' '" ' '" , '" , '" ' '" ,'" ,'" ,'" ,'" ' '" ,'" ,'" ,'" ,'" ,'" ' '" , '" ' '" ' '" ""~ ""~ ""~ ,, ~ "" ~ ""~ ""~ ""~ ""~ ""~ ""~ ""~ ""~ ""~ ""~ "" ~ ""~ ""~ ""~ ""~ ""~ ""~ ""~ "" ~ ""~ ""~ ""~ ""~ ""~ ""~ "" ~ "" ~ ""~ SIDEWALL SHEETING & TRIM: FRAME LINE J ENCINEER'S SEAL I I PANELS: 26 Go. MS -Surrey Beige (MC) Il'~\} R£61&~ [ AJ PANELS: 26 Go . MS -Tudor Brown (MC) REVISIONS I REV I DESCRIPTION DATE APPROVED U~l~ <O<0~ -----Taking Pride In Building Excellence --... , .. jg 27164 PACE No. S'~ ..... • f:fj S ENTINEl Bp" DING SySTEMS -~ 1827675 Qo/>aI--. ~~\.. -0'-Il~1 ;0 .....:..0 DO I I A ~ ot(OLOBAL Iorwmn:s. DOC. II'ES BRENNAN . (~01 o. 237 SOUTH 4TH ST T.... . 01 i f) '"-'}:..: · .... l~~ 'i' ALB/ON, HE: 68620 _u 2968 CRASS NESA ROAD DES/CN: RRR 5-00-1_ ~.... ...' ... .. I ... """""' ...... ~ONAl~!{"'A (800) 327-0790 ENCR: DNIf ~. 001' ... RIFLE, CO 81650 DATE: 6/1/11 DET: . -. ....... ..,.~ ........ "'" ~ 'I MEMBER TABLE FRAME LINE A I QUAN MARK PART LENGTH 4 E-l EAVEL02 24' -11 /~? " I 5 G-9 PZEOS252 24'-7 3 s" II $ CD 1 G-l 0 PZEOS352 24' -7 3/8 " 100' -0" OUT -TO-OUT OF STEEL 6 G-ll PZE08252 2 4 '-3 1/4" 0 Q) CD 2 CB-2 3/S" STR 27' -S" 25' -0" 25' -0" 25' -0" 25 ' -0" II TRIM TABLE FRAME LINE A ® E-I B E-I E-I E-I @{ 0 10 QUAN PART COLOR LENGTH I 2 2 ITOCRL TB 16' -3" 5' -6" ~ /3 5 ITSG20 ER 20' -3" I 4 10 ITET1 0 ER 10 '-3" II G-9 G-II G-II G-9 tD 5 2 ITSGEC ER 5 " I ' 1.2. 1ZJ 1.2. 1ZJ ~ 1.2. ~ 6 2 IT -OCB ER l' -S" l ~ 5 '-2" 7 5 1 IT -GS-ER 6" r, G-9 G-l 1 G-IO m 8 1 ITOC 10 TB 10' -3" ~ I2l 12 12I ~ l21121 ' 3070 I 3' -8" ~ n ~ I DOOR I ANGLE TABLE IT G-9 G-l 1 G-l1 \? G-9 m FRAME LINE A L.. 12 3 ' -8" <i?0 V 1.2. fZl !~ ~ I I 0 10 QUAN PART LENGTH I I 10 ' -0" w L.. I I I w 1 10 PAN03206 EC-5 RF I -I RF1-1 RFI -I EC-I WALK DOOR NOT TO EXCEED CONNECTION PLATES SIDEWALL FRAM ING: FRAME LINE A 3' -0" MAXIMUM OFFSET FROM LEW FRAME LINE A D ID QUAN MARK/PART Note: Girts below 7' -4" may be cut in 1 6 CGCS FIELD SLOT GIRT WEBS FOR CABLE/ROD. 2 1 S PCSBLT HUl TlPLE SLOTS HAY DE R(OUIRI:D ACROSS GIRT D(PTH the field to allow in stallation of fi eld SLOTS I 1/2' V I~~ Stot locotion " Cly AND 3' LONG • Vel")' across girt loca ted walk doors with offset note . s-AlIGN GUn SLOHS) dl!'pth for brocing .ottocnir'lg to VI Ca.UMN SLOHS) I!'nd_ oll corner c oh .. ........ ,. . ~ ~ ~ cr cp (Gutter with .3 downspouts) I 00 00 000 01 10 I I I I '10 io , in , io , , , , , , , , , in , , , '10 io , , , , , , l 10 <D <D <D <D <D <D <D <D <D <D <D <D <D <D <D <D 10 <D <D <D <D 10 <D <D <D 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 I I I I (1' 0 '"-'-" '-" '-" '-" '-" '"-'"-'-" '-" '-" '-" '-" '-.,. '-" '."-'-" '-" '-" '-" '-" '-" " '-" '-" '-" '-" '-" '-" '"-'-" '"-'-" I:: 0 I I I I --------------------------------J. I 0 , ~ I ~ I ~ I~ ,~ , ~ , ~ I ~ I ~ I ~ I ~ I ~ I ~ -I ':;{ I ~ I ~ I ~ , ~ , ~ ,~ I ~ I~ _I~ I~ _I ~ I ~ , ~ , ~ , ~ -I ':;( I ~ I ~ I ~ . « . « .« .« .« . « . « . « . « . « . « . « . « . « . « . « . « . « . « . « . « .« . « . « .« . « . « . « . « ·F 0 ,,~ ,, ~ ,,~ ,,~ ,,~ ,, ~ ,,~ ,, ~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,, ~ ,,~ .. ~ ,, ~ ,,~ j ~ SIDEWALL SHEETING & TRIM : FRAME LIN E A ENCINEER'S SEAl. I PANELS: 26 Go. MS -Surrey Beige (MC) ",,, \) R£G~ [A] PANELS: 26 Ga. MS -Tudor Brown (MC) REVISIONS ~'~~~ ......... ~ I REV DESCRIPTION I DATE APPROVED ~"~1 i3'/~ (0 --------~,~ T;:1J Taking Pride In Building Excellence _ ..... , ... ~ flj PACt' No. ")0<"'-,_ i SF.~II~EI. Bl!ll.omG RvSIEMS -~ 1B27675 ~;:.s:"'";t.,.. ~~¥ ~".. . A ~ .., GLOBAL kIu:mra. DOe. !YES BRENNAN ~"_d. , ~. ..... ;r/237 SOUTH 4TH Sf ::: .;::.,_ 01 ALBION. HE 68620 DESICN' NNN 1/_s.n. .... e..: ~ 2968 CRASS NESA ROAIJ Sro1_:' ","h. '0 lONA~/It (800) 327-0790 ENCN.· DNI/' , ... _ ..... ,..-t"'......, • ., .... R/Fl.£, CO 81650 DATE: 6/1/11 DEr· ~~.~. ---\P II II II II I) I I I I: I] II r A EC -I N I u w N <t-W , L«> 0 "-I '::":> O v> '" "-'" 0 0 I L> w '" v I U w v I U w '" w L> ' « 0"-• I '::":> n I u w Ov> '" "-0 0 '" N I u w Jl-'----EC -I PURLIN LAP 25' -0" I E-I RFI -I :~ ~ W ~ @-J [j) ~ ~'J ~I ~ K RF I -2 fVlJJ ~ /c.~'S flJ/~ O~ ,02) ~ P I (Typ) /tn ~ mER-~ C; ~' 6 V "-itt-. /' RFI-2 m ~ /m c.~~ /~ E I RFI I 2' -I ~ 2' -1 3/4" GENERAL NOTES: NOTE: Refer to the rigid frame cross section drawing 100' -0" OUT-TO-OUT OF STEEL 25' -0" 25' -0" I E -I RFI -I E-I P 2\TypJ P 2(Typ) RF I -2 P 2\TypJ P 2(Typ) RF I -2 E I RFI I E I 2' -1~ 2' -1 3/4" ROOF FRAMING PLAN for roof sheet cement and extension eave strut. 25' -0" I RFI -I E-I P I (Typ) RF I -2 p I \TypJ RFI -2 RF I I E 1 2' -1 ~ 2'-1 3/4" REV 5 "I' L> w ~ ER -4 ,... I L> w <0 I L> w ER-3 "I' L> w o EI (34) REVISIONS DESCRIPTION ROOF SHEETING TRIM TABLE FRAME LINE PANELS: 26 Go. MS -Evergreen (MC) APPROVED Taking Pride In Building Excellence PACE No. SENTINEl. BJJ! !.DING SrSTEM';;i=--;~--;-;;~:-;------=-----1l?2~{f;~t=..c..:.:1~~~~~~~ A ~ .... CLOBAL hDum.1:I,. Ie. 237 SOUTH 4m ST IYES BRENNAN ~"""'#';L~~ ALBION, foIE 68620 /;;... (800) 327-0790 NOT E, IF BUlL DING HAS AN ENDIJALL OVERHANG, PLACE THE GABLE RAKE ANGLE. ON THE BOTTOM OF THE PURLIN USE (4) \/2", \ \ /4" 6\ 2 S.D. SCREW AJ25 BOLTS W/(8) WASHERS ~("J RAFTER PURLIN BRACE Or <9,,,, 5} GABLE RAKE ANGLE ENDWAlL RAFTER~ ,d""---PURLIN @SECTION THROUGH ENDWALL RAFTER NOTE, IF COLUMN IS USED AS A DOOR JAMB, DI SREGARD THIS GIRT AND CLlP. ENOVALL COLUMN I /Z "x l" A307 BOLTS VELDED GIRT eLI \lALL CilRT ~END\.fALL COLUMN TO \.fALL GIRT '" NOTE, IF BUILDING HAS AN ENDIJALL OVERHANG, PLACE THE GABLE RAKE ANGLE , ON THE BOTTOM OF THE PURLIN GABLE RAK ANGLE ROOF PURLIN TH F AN BRACE TO THE CL IP AT THE RAFTER AND ROTATE THE FLANGE BRACE UNTIL THE JMFBS CLIP CONTACTS THE PURLIN. SCREIJ THE J MF BS CLIP TO THE PURLIN. BOL TS, O.Y x 1.0" A307 CTYP) (2) REQUIRED o IJELDED CLIP o 0 END OF L-~-~-~-~-~~~_~-~-~-~-~-~-~-~-~-~-~~~ BUILDING -I JHFBS CLIP IS FASTENED TO UNDERSIDE OF PURLiNS V/(4) Jfl2 SO SCREVS ENDIJALL RAFTER RAFTER FLANGE\ BRACE ROOF PURLIN TO EXPANDABLE ENDIJALL RIGID FRAME VHEN MEMBRANES ATTACH TO UNDERSIDE OF PURL INS l/2"xl' A307 BOLTS VALL GIRT ENDIJALL COLUMN \JELDED CLIP ~END\.fALL COLUMN TO \.fALL GIRT ENDIJALL RAFTER \ BOL TS, SEE ENDIJALL DRAIJING FOR DIA 8. TYPE IJASHER COLUMN S IDE ENDIJALL RAFTER \ IJIDE FLANGE BOL TS, SEE ENDIJALL DRAIJING BOLT TABLE ENDIJALL .COLUMN ENDIJALL COLUMN (ONE SHOVN. Tva @H~~~U::LL RAFTER TO COLUMN @END\.fALL RAFTER TO COLUMN REVISIONS REV DESCRIPTION INoTE, I REVIEIJ RIGID BOL T THE FLANGE FRAME CROSS SECTION BRACE TO THE INSIDE DRAIJING FOR THE NUMBER FLANGE OF THE RAFTER OF FLANGE BRACES AND BEND THE FLANGE AND THEIR LOCATION. BRACE UNTIL THE FBSS CLIP THERE MAY BE 0, I DR 2 CONTACTS THE PURL[N. SCREIJ FLANGE BRACES REQUIRED. THE JMFBS CL[P TO THE PURL[ FBSS CLIP IS FASTENED TO UNDERSIDE OF PURlINS V/(4) ~12 SO SCRE'wS BOL TS, 0.5' x 1.0' ROOF A307 <TYP) (4) REQUIRED PURLIN o IJASHER, PURLIN SIDE ONLy;.-__ 0 __ _ __ _ ~ _ _ ~ RIGID FRAME 1 2 ' )() 1/2" /, ' ~ JMFB A307 BOLTS //" CL IP /" /.. /"'----RAFTER /". # FLANGE /",. BRACE //" /" /.. INSIDE FLANGE _____ ~='=> RIGID FRAME RAFTER ROOF PURLIN TO INTERIOR FRAME RAFTER VHEN MEMBRANES ATTACH TO UNDERSIDE OF puRL INS APPROVED ~ ~~~ __~ a_k_tn~g_ _P_ n_'d_e_ _ln_ B_ u_itd_in~g Ex c e_t_len_c_e~~~~ _~ p'~~C~~~N~o.~ .~ -r~_ SENTINEL BHn PING SySTEMS PfIO.IEct ~~~.. ... ~r;;-;;u;; ';;H~sr F=~1I'.~'E~'S~Bs'R~l'.~'N.~'N.~'A~N~~~~~======i~~~~11~J!f-::~ ALBION, HE 68620 _ u 2968 C'RASS MESA 'ROAD O~SICN' RRR /.':l ;;::::':"~-",'"'o'i,.. ,.--"'1::'<1 (800) 327-0790 'RIFL£. CO ENCR.· ON" ,J :::''::::'':''. '" 81650 DATE.' 5/'/11 OET: ~.~. 1/2 "xl" A307 BOL TS USE <2> PER \lEL DED CLIP SIDEIJAll GIRT---\lELDED GIRT CLIP CGCT CLIP END\lALL GIRT //Q CORNER COLUMN /~ CORNER COLUMN TO VALL GIRT ENOIJALL RAFTER ~ 0 o I>='ir= o o o 0 SEE ENDVALL DRAVING FOR BOLT DIA AND TYPE. RAFTER SPLICE AT SURFACE CHANGE BASE PLAT ENDIJALL COLUMN BASE PLATE TO ENDVALL COLUMN DR DOOR JAMB BASE PLATE ENOIJALL COLUMN BASE PLATE TO ENDVALL COLUMN DR DOOR JAMB INOTE, I REVIEIJ RIGID FRAME CROSS SECTION DRAIJING FOR THE NUMBER OF FLANGE BRACES AND THEIR LOCATION. THERE MAY BE 0, I DR 2 FLANGE BRACES REQUIRED. NOTE ' ORIENT THE BOLTED CLIP IJITH THE SHORT LEG FACING UP. COLUMN FLANGE BRACE FRAME COLUMN RIGID FRAME INSIDE FLANGE VALL GIR BOL TS, 0.5' x 1.0' RIGID FRAME <TYP) (2) REQUIRED/GIRT OUTSIDE FLANGE ~ VALL GIRT TO FRAME COLUMN REVISIONS REV DESCRIPTION SEE ENDVALL DRAVING FOR BOL T DIA & TYPE ENDVALL RAFTER~~ SPLICE PLATE/ENDVALL RAFTER~ GRAFTER SPLICE AT SURFACE CHAN~,:~ GABLE RAKE ANGLE 1HZ S.D. seRE\J <TK207S) 1/2' x 1.0' A307 BOL TS, VASHER BOTH SIDES NOTE. IF BUILDING HAS AN ENDVALL OVERHANG, PLACE THE GABLE RAKE ANGLE ON THE BOTTOM OF THE EAVE EAVE STRUT STRUT. ENO\JALL RAFTER THE 4' LEG OF RAKE ANGLE RUNS ALONG THE ENDVALL TO FASTEN VALL SHEETS TO THE BUILDING. ~ EAVE STRUT TO ENDVALL RAFTER ~-ENCINEER'S SEAL APPROVED -Taking Pride fn Building ExceLLence PACE No. =""~-~ R ~. ~~~------~--------------~---------.~~~--~~~~.~~~ '-"'lENT!NEI.~ IDlN G illSTEMS "'-lJ{CT c--..... """ Il. ... -.,...... A bv<!IoIIOI'C SAL ~1l'C. ruPC" B'R""'N.'N."N ~..=:.:: ... 237 SOUfH 4rH Sf fI",v £'. /I ~~' ALBION, HE 68620 ---2968 CRASS NESA ROAD OES/CN: RRR /:;:!:';;".!i.::"M---'i,.,<irt'1\, L (800) 327-0790 ENCR: ONIf ::''::::::". h ___________________________________________________________________________________L -________________L -~R~/~F.~Z~E~,~~CO~8~f~6~5~O_ _________________~ O~~~~~: ~5/~4~//~/~O~E~~~~~'~-B.--~-~~-·~~=·~·L_ ___~ ~~~~ _~ :t12 S.D. SCRE'w' <TK2075) GABLE RAKE ANGLE NOTE, IF BUILDING HAS AN ENDIJALL OVERHANG, PLACE THE GABLE RAKE ANGLE ON THE BOTTOM OF THE EAVE STRUT. \ EAVE STRUT ~ [NOV ALL RAFTER THE 4' LEG OF RAKE ANGLE RUNS ALONG THE ENDVALL EAVE STRUT~ RIGID FRAME ~ RAFTER END PLATES <>-1::-7""-1 /2 ' x 1. 0' A307 BOLTS, IJASHER EAVE STRUT SIDE @TOFASTENVALLSHEETSTOTHEBUILDING.@18 EAVE STRUT TO END\JALL RAFTER J 1 =~ RIGID FRAME COLUMN EAVE STRUT TO RIGID FRAME BRACE GRIP DEAD END EYEBOLT SLOT IN IJEB TO INSERT HILLSIDE IJASHER AND EYEBOLT COLUMN DR RAFTER IJEB HILLSIDE IJASHER FLAT IJASHER NUT SIDEIJALL COLUMN "" "" " ",""f 0 0 " " 0 0 " " BOLTS BASE PLATE PLAN ELEVATION DOOR HEADER (2) 112" DlA BOL TS " }(~" """;;;::-j---T-I--VELDED END PL. ~OOR JAMB DOOR HEADER TO DOOR JAMB (IJALL PANEL .. Concrete fovndotio 1-112' x 1-1/2' (]PTlONAL NOTCH IJ(DGE ANCHORS SPACED 30' o.c. MAX AND AT BOTH ENDS Of EACH PIECE or ANGLE. BUILDING IJARRANTY VOID If" SPACED GREATER THAN THIS ( BASE ANGLE 1/4' \IE DGE ANCHOR If NIlTCH IS NOT USED. AND BASE TRIH IS TO BE USED, THE TRIH MUST BE HOUNTED MASTIC I 1/2' BELO" THE fiNISHED fLOOR Apply Hastic vndel" bose o.ngle only if" bOos t> roon cLosvI"es o.I"e vsed DOOR JAMB~ IJELDED GIRT CLIP IJALL GIRT 1/2'xl' A307 BOLTS I I I \JALL GIRT TO DOOR JAMB ONE ROV OF MASTIC IS TO BE INSTALLED IN THE SEAM OF LAPPED IJAINSCOT VHEN USING THERMAL STEEL OR THERMAL EFFICIENCY SYSTEMS. UPPER VALL PANEL TK21 50 SDS SCREVS VAINSCOT PANEL lEE VALL GIRT @DIAGONAL CABLE, EYEBOLT END @ANCHOR BOLTS AT SIDE\JALL COLUMN oQ SECTION THRU \,IALL PANEL AND CONCRETE FOUNDATION TRANSITION FROM \,IALL PANEL TO \,IAINSCDT \,11TH PANELS LAPPED REVISIONS REV DESCRIPTION APPROVED -ralcing Pride In Building Excellence PACE No. ~-""~-~~~--------~--------------~----------r.n.~~~---+~~~~~~~ SENTINEL BUll PING SySTEMS PfO.II;t;I" ~ _ ... Inc. ~r;?soc;;n ~ !YES BRENNAN ~.-!:~;,:. ALBION, HE 68620 """" 2968 CRASS J.fESA ROAJ) /:5 !?~E::1. (800) 327-0790 R''''''LE, CO 81650 ENCR.· O)llf =::' .~. .. Jr. lJArE: 5/5/11 !JET: @t_ toJs:!... .. ~ i o 0 Frr==1::::J-TOP BOL TS, SEE o 0 DRAWING FOR SIZE. o o --INTERMEDIATE BOLTS, THE NUMBER OF TOP DR BOTTOM BOLTS GREATER THAN FOUR. o 0 ~~::j::::J-BOTTOM BOL TS, SEE o 0 DRAWING FOR SIZE. EXTENSION BEYOND FLANGE IS OPTIONAL, AT TOP 8. BOTTOM. W2u BOLTED END PLATE CONNECTION ~ AT BUILDING PEAK BOL TED -0 0::::J END PLATE J='=rr===l -TOP BOLTS, SEE TOP FLANGE/0 0 DRAWING FOR SIZE. o 0 --INTERMEDIATE BOLTS, WEB -+-~ I THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. o 0 BOTTOM -~==~::::J-BOTTOM BOLTS, SEE FLANGE 0 0 DRAWING FOR SIZE. ~ EXTENSION BEYOND FLANGE IS OPTIONAL AT TOP AND BDTTOM BOL TS FOR RIGID FRAME CONNECTIONS EAVE STRUT ZE~E STRUT STABILIZER -,(6' LONG) ~ ~ ~ 1 2 SD SCREW (4 RED'D) _ \ ~ ~STRUT PURLIN , -S' /J \' \ FRAME COLUMN EQUALLY SPACE STABILIZERS BETWEEN RIGID FRAMES AS SHOWN IN ROOF FRAMING PLAN STRUT PURL IN AT EAVE STRUT REVISIONS ENCINEER'S SEAL JI1 ~~1~' ...~...o.J UR?..E ...., ~ I' :Si"'~S L~~ .. ~ REV I ~ SENTINEL BUilDING SySTEMS .\ DmsIOIo orCLOBAL kwmIIn. DC. I I ~:'~ <-\G' DESCRIPTION DATE APPROVED ~c:.:r::l 27164 ~} Taking Pride In Building Excellence PACE No. §:~~ . \, I flj I"~ NUMBER, J ~ -...:...~ ~. ( ~ I Nfl !fES BRENNAN Ir/2767t' ~-!L~ \': ~'<::" .J::P:. '~, • 237 SOUfH 4tH Sf ALBION, HE: 68620 (800) 327-0790 ~ 2968 CRASS MESA ROAlJ OEs/eN RRR /I §~~% ~<JJ~O'/Al" ,,~,i F=..c~'!h!!:~~f1A~'--JI~'!2-.------lE~'M~C~'R:~O~Y~.~ . j-;!/~f,{20 ~",,~, .,. .....~~ \ ~ RIFLE, CO 81650 OATE' 5/</11 on'G'" ''''E:?'~ -", -(po ~ STANDARD ENDWALL BRACING c= = THE STANDARD BEARING ENDWALL FRAME UTILIZES THE DIAPHRAGM FLANGE BRACE ACTION OF THE WALL PANEL TO EAVE STRUT TRANSMIT LATERAL WIND OR SEISMIC PURLIN FORCES TO THE FOUNDATION. IF THIS RAFTER ~ DIAPHRAGM ACTION IS INADEQUATE TO ~~ RESIST THESE FORCES ONE OF THE FOLLOWING METHODS WILL BE USED PURLIN CLIP ~ TO SATISFY THE BRACING REQUIREMENTS. ~GIRT EAVE STRUT CLIP ~ GIRT CLIP ,I 4Vl 9. II BC CLIP ~ OPTIONAL CABLE BRACING ~ ... " "I:. ; '( .. " ... .• ,. , . "r! . ':, .~.";"' L WHEN DIAPHRAGM ACTION OF THE PANELS ""'~} .. 1"--,., ,., ,., IS INADEQUATE, THE FIRST ALTERNATIVE IS V-@,., TO ADD CABLE BRACING BETWEEN ENDWALL ,., ,., ,., COLUMNS. IN THIS CASE, FLUSH GIRTS WILL 1 /,.,"" fa ,., (Y "• e REQUIRE FIELD SLOTTING TO ACCOMODATE THE N ~, ~ " -". /"" , CABLES. CABLES CAN ALSO BE ADDED TO THE ~ , , , , , ROOF BETWEEN ENDWALL RAFTERS AND ~ [[-I u::-~· [[.). [C-' [C-Z ([-I_ MAIN . ":> . '" . ,", . FRAME TO TRANSFER THE LATERAL FORCES OF "': ' ':. .-' ,:-":.' :.:: THE ENDWALL. ", '." i" . .'." , . ., . ~ . OPTIONAL HALF LOAD FRAME A MAIN FRAME MAY BE USED INSTEAD OF A BEARING END FRAME. IF CABLE BRACING OPTIONAL FIXED BASE CORNER COLUMNS COULD NOT BE USED .,. , 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 ENCiNEER'S SEAL , , , , , , [C_I [C-ZO (C-" £I;-J [C-'! ((-,-REVISIONS NOTE PANEL DIAPHRAGM ACTION IS STANDARD REV I DESCRIPTION I DATE I APPROVED ~ Taking Pride in Building Excellence _ ... ,::.v--PACE No. "";.,.....0-._ _r_~ SEI::HINf] Bl'lI DlNG SYSTEMS _0 JOB NUJ.!BER: s,..,_.~ o.,e,.", __ ..... h:. ALL OTHERS ARE OPTIONS All ..... ' .. "" D<l>LDBAL ...... 111'«. I"::" :._"", ... , ... ~"'~ Z37 SOUTH 4TH ST _____ ,01 17 , ... ~-ALBION, HE 68620 ~ OESICN.· ...... $oft, ..... ~ , ~':'"~-:...... ........ (800) 327-0790 E#CR: Olllf .... -----.-~ f}ATE: 1JET: .... s.." .... ~ ".- DOOR JAMB\ TK____ SCREWS ~ STRIP OF MASTIC TK SCREWS EACH SIDE OF MAJOR RIB ROOF SHEET INSIDE CLOSURE EAVE TRIM---I SIDEWALL SHEET--INSIDE CLOSURE TK____ SCREWS @12" O.C. LAPTEK SCREWS I ® 12" O.C. --ENDWALL SHEET (DOOR HEADER -SIDEWALL GIRT --t--,;;--TK____ SCREWS ® 12" O.C. ........ " "RE~7\j ® EACH GIRT JAMB TRIM HEADER COVER LAPTEK SCREW -iIo __ -+A.(1 ® 12" O.C. OUTSIDE CLOSURE SIDEWALL SHEETHEAD TRIM~/HEADER COVER @EACH GIRT J j l SIDEWALL SHEET CORNER TRIM BASE TRIM JAMB JAMB HEAD TRIM STANDARD COVER TRIM HEADER JAMB COVER TRIM PLAC[M[NT LAPTEK SCREWS ® 12" O.C. EAVE TRIM HEADER COVER HEAD TRIM CORNER TRIM CORNER TRIM LAPTEK SCREWS l ® 12" O.C. STRIP OF MASTIC TK____ SCREWS ® EACH PURLIN TK____ SCREWS ® 6" O.C. TO ANGLE (ROOF SHEET ~i==:::=~= \ OJ EAVE TRIM REVISIONS RAKE TRIM--SHEET ANGLE:-----t---+-+I 4" X 2" 16 GA. LAPTEK SCREWS -""--+8< ® 12" O.C. OUTSIDE CLOSURE ENDWALL SHEET--JAMB TRIM REV DESCRIPTION APPROVED -Taking Pride In Building Excellence PACE No. ;:;.:i~-SENTINEl BUI! DING SYSTEM~ST_=a;-------=--------=--------'-;;;JOOB "'NU"'MBmi'R;;-, -+---r-E:~~~ A DlVltlCf< crt;LDBAL i<nnlRltS. IIC. EnglNfl 01 _ .. 4. The rcsponslbo'lill '" 237 SOUTH 4TH ST ALBION. HE 68620 ~ADD~=5S :==============l~~'N.f)E~SIc=.. :l "rJ:::'~~. ..tc.I.~.":." :rl:o::d: :1.0 /» £."'c.'/I' J)'NIY po<t'o<"..,nco or Iho ,800 327-0790 ;;~E.: nEr: ~.:.*:~ LROOF PURLIN (BEYOND) ENCINEER'S SEAL f , I I I, I RAKE TRIM LAPTEK SCREWS @12" O.C. BOTH LEGS PEAK BOX LAPTEK SCREWS UL-60 ROOF TK SCREWS @UL-90 ROOF TK____ SCREWS @12" O.C. AT PURLINS 6" O.C. AT PURLINS RIDGE CAP PEAK PURLIN SCREWS O.C. ROOF SHEET RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH PURLIN ENDWALL SHEET, USE TL___ SCREWS @6" O.C. AT RAKE ANGLE I, __ R_O_O_F_A_T_P_E_A_K_I_P_E_A_K_B_O_X __ --I I RAKE TRIM . LAPTEK SCREWS @I 12" D.C. BOTH LEGS I I I I I l SIGNAGE BOX LAPTEK SCREWS CENTER SIGNAGE BOX ON ENDWALL ROOF AT ENDWALL SHEET, USE TK____ SCREWS @6" O.C. AT RAKE ANGLE SINGLE SLOPE ROOF SHEET RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH PURLIN SIGNAGE BOX Lm--~"-~--"-~" ,n UL-60 ROOF TK____ SCREWS @12" O.C. AT PURLINS UL-90 ROOF TK____ SCREWS @6" O.C. AT PURLINS MASTIC AT RETURN MASTIC DOWN PURLIN BEARING EDGE AND RETURN 6" ROOF SHEET RAKE TRIM LAPTEK SCREWS @12" O.C. BOTH LEGS RAKE TRIM CLOSURE POP-RIVET TO RAKE TRIM ENDWALL /SHEET~ TK____ SCREWS @6" O.C. AT BASE OF ROOF SHEET TK____ SCREWS @6" O.C. AT TOP OF WALL SHEET EAVE TRIM LAPTEK SCREWS @12" O.C. TK____ SCREWS @12" O.C. AT GIRTS BASE ANGLE OR CHANNEL TK____ SCREWS @6" O.C. AT BASE OF WALL SHEET ~SIDEWALL SHEET ""-CORNER TRIM LAPTEK SCREWS @12" O.C. BOTH LEGS ENDWALL/SIDEWALL CORNER APPLICATION DETAIL INSTALLED PANEL (NOTE: IF NO INSULATION IS PRESENT USE TK2125 SCREWS, IF WALL INSULATION IS UNDER 6" USE TK2150 SCREWS, r--E.-w,-C-Z-'N-'E.-'E.-'R--c,c-S-S-'£A-[--I IF INSULATION IS 6" OR GREATER USE TK2200 SCREWS.) REVISIONS REV DESCRIPTION APPROVED 1;=,--__Ta_ k_z_·n~g_P_n_·d_e_l:_n_B_u_z_"ld_z_·n-=-g_E._x_c_e_l_le_n_c,e-:=-;;;;;=:----j-=-PA::.:C.='£~M:.:::..J0. ~'2~~--SENTINEl BUILDING SYSTEMS PROJEtt JOB NUMBER: ~;n:;':"I~:..w.h::~ A Il!V)<KW aGLElBAL m...slRlts. IIC. .. ocl~ ... tl>o ["'l"'_ or Reco<d. 237 SOUTH 4TH Sf ~;: :~1b:~ ALBION, NE 68620 ~~-~-~----_-----------iO ~'E~'Sf<~c.~"N.~. "i.L=:k~~--1~.::~~""1o (800) 327-0790 ENCR: OUff ;::'~'. 'M "",,-I. ~"od DATE: nET:"" Sent:n.. _"'''9 END wALL SHEETING CORNER CUT DETAIL TOP OF ROOF SHEETl \-----24" ---1 lru L SHEET ANGLE END\.JALL SHEETING ~ USE FOR 2 12 ROOF SLOPE ONLY TOP OF ROOF SHEET1 1-----28" --------1 ' ---==----_--'-'OJ"-. --< --~ IC\J L SHEET ANGLE END\.JALL SHEETING ~ USE FOR 3 12 ROOF SLOPE ONLY TOP OF ROOF SHEETl 1--------30" ------.1 ' ~---'-'Oj"-.--< --~ leu L SHEET ANGLE I 10" END\.JALL SHEETING ~ USE FOR 4 12 ROOF SLOPE ONLY NOTES: (1) MAKE CUTS ON OPPOSITE CORNER FOR 'w'ALL SHEETS ON OPPOSITE SIDE OF THE RIDGE, (2) BUILDINGS 'w'ITH SLOPE LESS THAN 2:12 NEED NO FIELD MODIFICA TION TO END'w'ALL SHEETS END'w'ALL SHEETS, (3) AL TERNA TE METHOD FOR TRIMMING END'w' ALL SHEETS IS TO INSTALL AND USE SHEET ANGLE AS GUIDE FOR CUTTING CORNER ON SHEETS, [ I r. 237 SOI/TH 4TH Sf AlB/OK, HE 68620 (800) 327-0790 IONS Taking Pride In Building excellence '-'-o , 1 1 1 1 jk"' 1 , 0 : ~ I o ~7/B"~ I 5 1/4"----1 o \------S 3/4"-------1 \------9 3/4"-------1 USE PART GIRT TO COLUMN 76S30 C ;,,1 -----BEND LINE OJ ~ 0 "-1-9/16" x 3/4" SLOT I:..T V tr1 5,,--1 I ~6"~ f--2" --1~ I/S" .' I r-'c f> TYPICAL USE ~ USE IGIRT TO COLUMN PART PCSBLT , I~ 1::1 CI 1[1 I'" 1 USE PAIlT . r~RTHE ~::.I"'--~T~i'tlt}';r;INPGOINT CGC6 ,9/16" x 3/4" SLOT 1-------.-, ,l ~ ~ ~ ... o J~l I o -+--5/16" HOLES TYP[(,A I. USE PART JMES o I [---<9 N;r o. 11' \ ~1/B" I ~2"=-::-i II r--3" -'---j STANDARD CLIPS THAT MAY SUPPLIED WITH BUILDING. REVIS~ BE ~'S SCAl I REV I U"'CK<' 'WN 1 DATE I .i:Il GUTTERS AND DOwN SPOUTS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING, INSIDE CLOSURE-LAPTEK SCRE\oJS H 3' USE THIS METHOD FOR GUTTER LAP FORMED TYPE DO\.JNSPOUTS, ROOF PAN[Ll ~ Gun [R STRAP 24' D.C. BOTTOM SIDE OF LAPTEK SCRE\oJ '"", r-GUTTER SHO\.JN J @12" D.C. • ~POP RIVETS AND CAULK -OUTLET -IX /LAPTEK SCRE\oJ • J HOLE ~ A 1\ @GUTTER STRAPS u ,-e--F ~ • SCRE\oJ J :=AVE TRIM <I b Q.., [ :j) FASTEN TO --------------~w,.l---l CUT TO FIT FORMED OUTLET " OUTLET \oJITH TK ----K ~ TK ____ SCRE\oJ Do\oJNSPOUT -~POP RIVETS (SEE NDTE A) (SEE NOTE A) "" ~ "'" LAPTEK SCRE\oJ TYP (4) PLACES 16 @12" O,C. DOVNSPOUT CONNNECTIDNI GUTTER CUT OUT FOR EAVE STRUTJ ~ ~STANDARD GUTTER GUTTER LAP DETAIL OUTLET ATTACHMENT ~ GUTTER OUTLET USE THIS METHOD FOR H3" BOTTOM SIDE OF GUTTER LAP BOXED TYPE DO\.JNSPOUT S. GUTTER SHOI,./N OUTSIDE CLOSURE 4' SIDE\oJALL PANEL '"", 01 ~POP -~ ~ I Do\oJN STRAP • RIVETS AND CAULK --\ -r-[>( ) 3 1/2' • ~ SEE DETAIL A-A I• CUT LINES--' LBEND LINES ['-... . <I R :j) FASTEN TO BEND TABS DOI,./N TO FASTEN Do\oJNSPOUT -BENT TABS \oJITH ~POP RIVETS DO\oJNSPOUTS AS SHO\oJN AT LEFT. "'-J TYP (4) PLACES DOVNSPOUT CONNNECTIDNI GUTTER CUT OUT FDR /DOW'N STRAP GUTTER LAP DETAIL OUTLET ATTACHMENT ... 01/~ . ~APTEK SCRE\oJ ERECTION NOTES: (A) LOCATE (D TK ----SCREw ON \' /~ULTI-RIB PANEL EACH SIDE OF MAJOR RIB ON ROOF PANEL, ;!!;o -Do\oJNSPOUT STRAP ELBO\oJ ,0 D 0 < -Do\oJNSPOUT PDP RIVET DET AIL A-A ENCINEER'S SEAL (2) REQD PER STRAP MULTI-RIB PANEL -~ REVISIONS .4" .. . ~. -: ;, REV .~. :. -I . . . , . . .. '-.. . ~' .. ".~ I DATE I APPROVED . . .. ,! -' DESCRIPTION . ..•. . ' .. ':;.: ..... ~. . . ~ :.-.. -::~ ....... ~: .. " .. .. -Ta/cing Pride In Building Excellence .. . . PACE No. "'"io>="""_._ • ••. · ..... ~:;:'~_<Il ' . .. : . SENTINEl BllI! DING SYSTEMS . .. ~ Joe NUMBER: CI%of~Lrioo.."'" ~. ". . '. .. ~. .. • ioocllnvooLhc '. -. ". . .; •. ~ , ... i . . · .. . A IllvlSIOOI U'GLOBAL I<M;l1Iltl. PC. oj .c-'. ,. ~--=,-~ct . . ' .. .' :.:-. . • . 237 SOUTH 4fH Sf . . 4 :' . . ALBION, NE 68620 ~ OESICN: )-3 ~!=r;-~ (800) 327-0790 EHCR: ONlY IhO.I"",I_ pori""""""",,,,,,,,, _Is~ DATE: OET: ..,~~ OVERHEAD STYLE DOORS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING, TYPICAL SPRING PAD CONFIGURATION (CONSULT YOUR DOOR SUPPLIER FOR SPECIFIC LOCATIONS) OPENING IJIDTH PAD LOCATION FOR ADDITIONAL SHAFT BRACKETS FOR DOORS OVER 18'-3' VIDE H I SB.:.fl.!1; _7?' 71;' c-7rt:t1:-R. r-I ~ r I -r L ~ OF SHAFT L ~ I---I ~g I STEEL PADS FOR SPRING I ~ 1 1 ANCHOR BRACKET MOUNTING 1 ~ I I I 1 ! \ ! 1 HEADER 1 I I 1 i I I ~I 1 I ~ :1 i ~ ail I L:J ~I 1 ! i i I SQUARE AND PLUMB ~JAMB 1 )IE See track detail for headrooM clearance diMensions **Not appticoble to fuH vertical track I S.R. ::: MiniMUM Required SiderooM I REV REVISIONS DESCRIPTION I DATE I APPROVED --------_____ Talcing Pride In Building Excellence PACE No. ~EY"~--SENTfNfI Bill! DING SYSTfMS~==-------------'----r.;JO;;;-" ""NU"""""'''C-, --+'--''--'-~~:.~ ,"'-1\ Om • .,. otGLDBAL 1Itusn .. !, I~ .. ..:In:. .. ,,,-237 SO{jTH 4TH S7' ALBION, HE 68620 F~: ::=============~~pOEWS leNi: =L~~'J i ~~E~.~~ (800) 327-0790 £NCR: OJ/If ,. ~,:..a7:!!!.. .. _.__ DATE: DEi: ~'~_"" ENeINEEn's SEAL OVERHEAD STYLE DOORS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING, OVERHEAD DOOR SPRING PAD AND BACKI-IANG DET'AILS CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS NOTE ALL PARTS ARE ATTACHED WITH TK2075 SCREWS ENDWALL DOOR SPRING PAD FRAMING 2"x 3"x 16 ga ANGLE (Field Bend to Match Roof Pitch) SIDE VIEW /ENDWALL RAFTER----------END VIEW (From Bldg Interior) J[f~~ SPRING PLATE , 0 ~ 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 gao BACKHANG ANGLE TYP :~ __ -DOOR TRACK ENDWALL DOOR TRACK HANGING DETAIL _________ PURLIN 2"x 3"x 16 gao BACKHANG ANGLE TYP L_---DOOR TRACK SIDEWALL DOOR TRACK HANGING DETAIL SPRING PLATE , 0 2"x 3"x 16 ga ANGLE SIDE VIEW END VIEW (From Bldg Interior) SIDEWALL DOOR SPRING PAD FRAMING DETAIL x IMPROVEMENT LOCATION CERTIFICATE S 89'40'04" W 1324.53 ---....-...---....:...:.~~=-------y~ ........ --;;-;;;;:;;::::~ ------I.tr' Fence ItS Rebar 82.4' Rebar & Cap LS#9009 Lot 38 0466 ARROWHEAD TRAIL ..--:: ~---:::---/~ :--"'--Rl2ad Easement & , /' ~ Right-of Way Agreement ;/(Book 1639, Page 899) 218.9' 98.9' t ~20S.5' Modular %>~ Homes Ii 0'_ 4S· -:;: :::::--Rebar & Cap LS #9009 x -<l~ ________= =~::":"=::-'F!:.e!;:!cn~e"-___--:-~7":;:::-----::-7'":"-:::-·--@ltl1-------N89'35'48"E 1321. 72 Rebar & Cap 50 Ft Wit~ess Comer LS #9OO9 SCALE: 1 "=200' PROPERTY DESCRIPTION. . NE114 SW11 4 OF SECTION 33,' TOWNSHIP 6 SOUTH, RANGE 93-WEST OF THE 6TH PRINCIPAL MERIDIAN ALSO KNOWN AS LOT 3 8, GRASS MESA RANCH IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT TmS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR STEWART TITLE GUARANTEE COMPANY, THAT IT IS NOTA LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON TmS DATE, APRIL 11, 2005, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITmN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. ~ 0 u: ~ . w 0 Z 0 ~ 0 0 --' l-Z w ::;; w > 0 It "-~ PI«l.£CT NO. 05006-01 I~N:O:T.:K~' ~=~~~==~ ~RE SERVATIONS. RESTRlC110NS, SHEET , ..~. . C.O R"D O.R.m.p.iA~~.·"""""""",,"""""""""""""I.""""""""". ......................................................~ . .~ I I ,[ I ,I I I I, I J 1 I ,J,, ! , .. l= I, r-I r II II ~~ I I I i 1 r I I I, .. I i I L I • ! I i I I I I ®f-----W IW 0::: 0 Z 0 0 lL. 0 I-::J 0 0 l-I-::J 0 , 0 -I ©-0 @-N -I 01 0 I 0 N N -I m ~ o o 2 3 5 ,-------------------------'100'-0" OUT TO OUT OF CONCRETE--------------~------------,f f-------25' -0"·-------,f-----------'25, -0"'--=-------.1'-------25' -0"'--------,f--------2:5' -O"~---------'" 2 2 52 52 _6" CONCRETE FLOOR WITH _-----FIBERMESH REINFORCIN6 #5 HAIRPINS IS' LONG z o (/) z w ~1~::2 1')0 _I (/) 1'-l[)F!= o -..J o I 2 52 open /,v:J I e 5t> t{-S P<fort" flff,j){ e4 Itt ~h, IMftufm1 /j'rfl f'7;r I, , f I I ~-"--------'25'-0"·------+--~------'2 5' -0"·------..,I<--~----25' -0"'--------+--~----...!25 ' -0"·---------* o o N -I 01 ~ o I o N -['./-I 01 • APPROVED SUBJECf TO NOTED EXCEP110NS & INSPECTIONS GARFIELD COUNTY BUILD~EP~~T Deleh7 By~ LDCO~P~Y'-NO INSPECTION WITHOIJT THESE PLANS ON SITE ""go or CD_-----!..p:~O!:....!!U!!..::N~D=A~Tu.:1O ~6CALE~N,._d_~~l_~~," '!.!--I'~~' @SHfP r===~(7~E~N~.=N~()~T~E~S~~~~S~P~E~G~I~F~I~G~ i\~T~I~()~N~S~:============~C~A~S~T=-~IN~-=:PL~A~C~E~G=O=N~G=R~E=TE=:====================~~~=====D=.=~==IN=FORC===I~==~==/~=S=SH==AL=L~BE==nE===~==A=TER==aF==2=4='OF==40==B=A=R=D=I~====~=.====~ E. LocATIONS OF SIZES OF ALL PENETRATIONS, HOLES, SLEEVES, ETG. SHALL BlJILDIN6 CODES: BE GOORDINATED HITH ALL TRADE. Zoo? --i<OOb INTERNATIONAL BlJILDIN6 CODE DESI6N LOADS: _ FOUNDATION DESI6N LOADS BASED ON LOADS PROYIDE BY STEEL BUILDINe MAHJFACTURER. _ SLAB ON cSRADE DESI6NED FOR STORA6E LOADS ~ MEDIUM EQUIPMENT. FOOTINGS d FOUNDATIONS: A. MINIMUM FROST COYER FROM 6RADE TO BOTIOM OF FOOTIN6S IS 4B" UNLESS NOTED OTHERI"IISE. B. ASSUMED SOIL DESIISN BEARINe CAPACITY OF 1500 PSF, CODE DEFAULT YALUE. C. FOOTIN6S SHALL BEAR ON SUITABLE NATURAL SOIL OR COMPACTED FILL IN ACCORDANCE HITH THE RECOMMENDATIONS OF THE SOILS ENeINEER. ohp-!'! l1 hole $Plls /l-ffliYr IUfullrd r: pooh .... ') 111 "'>pec;!,411 , 1500 P$ . D. FILL SHALL BE COMPAGTED TO THE FOLLOHIN6 MINII'1)M STANDARD PROCTOR YALUES (ASTM Db<lB): SLAB ON 6RADE. <15% FOOTIN6S: <lB% FROST FOUNDATION BACK fiLL . <15% BASEMENT BACK FILL: 80% E. ALL COLUMN FOOTIN6S SHALL BE CENTERED ON THE COLUMNS; AND HALL FOOTIN6S SHALL BE GENTf'RED ON THE HALLS UNLESS NOTED OTHERI"IISE. A. DESIGN WDE, AC/-318 "BU/LDIN6 CODE ~QUIREMENT FOR REINFORCED WNCRETE' B. WNGRETE 2B DAY WMPRESSIVE STRE~TH (t',,) FOOTIN65. f',,=3000 PSI, 4' SLUMP, I 112' MAX. A6R WC RATIO OF 0.41, 5%-1% ENTRAINED AIR INTERIOR SLABS ON eRAD: f',,=4000 PSI, 4' SLUMP, 3/4' MAX A6R WC RATIO OF 051, 4%-6% ENTRAINED AIR HALLS. f',,=4000 PSI, 4' SLUMP, 3/4' MAX. AeR. Wc RATIO OF 0.50, 3%-5% ENTRAINED AIR ALL EXTERIOR CONGRETE SLABS. f',,=4000 PSI, 4' SLl.t1P, 3/4' MAX. A6R WG RATIO OF 0.45, 5%-1% ENTRAINED AIR ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED 5% TO 1% BY YOLUME (+1-1%). C. REINFORGINe STEEL. (HE"", DEFORMED AND GLEAN) ASTM AI85 FOR HELDED JoIIRE FABRIC. ASTM MI5 eRADE 170. CLEARANCES FOR mE REINFORCEMENT, GONCRETE PLACED DI~CTL Y ON EARTH, FOOTIN6S ............ 3· SLABS 01'1 EARTH ........... ..................... ........... ............. SLAB MID-DEPTH cSRADE BEAMSMALL; BOTIOM .......................................................... .3· 6RADE BEAMMALLS; TOP AND SIDES ....................................... .... 2· WALLS, COLUMNS, BEAMS: OUTSIDE FAGE .............................. .1 112' HALLS: INSIDE FAGE ........................................................................... I 1/2' FORMED SURFACES EXPOSED TO HEATHER OR EARTH, 115 BARS AND SMALLER ..................................................................... I 112' lib BARS AND LAReER. ................................... ........................................ .2· STRUCTURAL SLABS, JOIST: TOP 4 BOTIOM, STAIRS EXGEPT As INDicA TED ........................................................................... 3/4· F. RJRN/SH AND INSTALL ALL CHAIRS, TIES, AND OTHER ACCESSORIES IN AGCORDAHCE Hlnl TI-E CONCRETE REINFORC/~ INSTlnJTE (CRSI) 'MAItJAL OF STANDARD PRACTicES' 6 . c.oNSOL/DATE ALL CONCRETE BY Y/BRAT/Ne. H. ALL CONCRETE AND MASONRY CONSTRlJCTION PURiNe HOT OR WLD HEATHER SHALL COMPLY HITH AGI 305R 'HOT HEATHER CONCRETI~' OR ACI 306R 'COLD HEATl-ER c.ot-I::oRETI~· RESPECTIYEL Y. I. CONSTRUGTlON JOINT SHALL BE CONSTRUCTED PER THE CONSTRlJCTION JOINT DETAIL. CONSTRUGTION JOINTS SHALL BE INSTALLED IN CONTltIX)IJS LANES OR CHECKERBOARD PATTERNS WITH SPACI~ NOT EXCEEDI~ 15 FEET, UNLESS OnERHISE APPROVED. J. ALL REINFORCED ~RETE SHALL GONTAIN LESS THAN O.BO% HATER SOLUBLE CHLORIDE ION IN WNCRETE, BY HEI6HT. INTERIOR GONG-REIE SLAB ON 6RADE: A. SHALL BE M/NIHJM b' THICK MIN. U.N.o. AND REINFORGED W 6xb HHM OR FIBER i'£SI-I REINFORGI~. U.N.O. SLABS SHALL BE PLACED ON b' OF HELL coMPAGTED cSRAi'lJLAR FILL ON lH)ISTlJRBED SOIL OR RECOHPAGTED SOIL OR PER SOILS REPORT. B. GONTROL JOINTS AS PER AGI-318--05. SAlol JOINTS TO BE CUT AT A MAXII'1)M SPACINe {iNCHES) OF 3b TIMES TIlE FLOOR THIGKHESS (IN INCHES) EACH HAY. SAH'I JOINTS ARE TO BE CUT AT A DEPTH OF 25% OF THE SLAB DEPTH AND CUT AS SOON AS POSSIBLE H/THCm FRAYI~ THE ~TE SURFACE. CONDITIONS OF PERMIT BLRE-S-11-2047 Wes & Juanita Brennan 6000 Sq Ft Metal Bldg (IBC) 466 Arrowhead Trail Rifle, Colorado 1) ALL WORK MUST COMPLY WITH THE 20091BC AND MANUFACTURERS INSTALlATION SPECIFICATIONS. 2) DUE TO SIZE, REVIEWED UNDER IBC, U-OCCUPANCY, TYPE liB CONSTRUCTION. APPROVED AS ACCESSORY TO RESIDENTIAL USE ONLY. COMMERCIAL USE REQUIRES lAND USE CHANGE PERMIT. 3) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION. 4) MEANS OF EGRESS PER IBC, CHAPTER 10, SECTION 1020, MINIMUM 2 EXITS REQ'D. S) LOCKS, lATCHES, lANDINGS PER 2009 IBC, SECTION 1008. 6) LIGHT AND VENTIlATION PER 2009 IBC, CHAPTER 12. 7) ElECTRICAL ROUGH IN APPROVAL IS REQUIRED PRIOR TO FRAME INSPECTION. 8) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. .. r----------··--··--· . z 0 ~ U) ~ ~ r.JJ -~ ~ <, :>-o 0 U ~ ~ ~ 0 ~ ~ E-c Q ~ ~ If.l <r: ~ Z ~ ~ o~ 0 0 U ~ ~ 0 E-c 0 ~ u :::> ~ rJl 0 " " ~ ~~ ~ ~~ ~H H ~ ~ .. <r:: w .......I E-c .. IZ -I-0 I-0 W l-I---L.. .. -«' ---:> « w 0 u W u (f) 0::: 0 I (L -' (f) . -v z (/) w U > uz z <.:> ~ c:: w (/) . (f) [f.) I'Ll W U n -.«' u z :c u Ld to Z 0« I.:) Z ~ ~ I'Ll rn c:> :;1 Z 0:: U.... . W Z w :Il z u <.:> I'Ll ".. Z w oll c:: ww Z c:> z w 00 0 0 "" I.:) ...J « ~ 0:: ~ ::> I'Ll f--~ U ...... :::> 0:: 'Z" I-"'" (f) t-:c Co? c:: c>-.-. 0 l) -.~ n ·ll.u(' URAL DETlllLS ONLY DESIG D BY ENGIN ERING &: TECHNICAL SERVICES DATE: 2/26/11 OWN BY: CLS DESIGN BY: CLS CHK. BY: D.D.B. REV: FlLE: 1:\CURT\ETS\2006\TaIlY lio Const\Heuer I~---------------· SHEET NO_: s 1 I I f " / • , ; I r I I' I I I . . BP BEARING ELEV. = 100' • GRADE 'lbTdlln,LLl-rnf' _ . 4 3' -0" 8" J , 8" 4 t-8" • ", • L-2' -0"----./6" CONC. wi FIBER MESH REINF. 6" COMPACTED GRANULAR FILL 1/4'. VERT. @48" O.C. (3) H"'s HORIZ. HAND ROUGHEN KEYWAY (2) 14'. CaNT. THRU PIER LOCATION ~ 6" J , STEEL COLUMN-,.-J BY OTHERS ALL A.B. & PLACEMENT TO BE TAKEN fROM SENTINEL BUILDING A.B. PLAN BP BEARING ELEV. = 100 3' -0" 2 1/2 GRADE 'J1rrdlinrUilrTd #4's VERT. o 48" O.C. (3) '4's HORIZ. -t---1' -9 "--./' +----• .:'fI " "4 • • : . Ii. .<1 . • • 15' #5 HAIRPINS 0 45' & 60' (8) Is's VERT. wi 6" CONC. WI FlBER MESH REINF. 6" 6" COMPACTED GRANULAR FILL 8" 9D' BEND INTO FTG. '3 STIRRUPS 012" O.C. _-1' -9"----{ . .. 5' -6" /REBAR NOT SHOWN /fOR SIMPLICITY L ~ IN fOOTING -----------(8) #5 VERT. BARS wi 8" BEND INTO FOOTING 3 '-1 " 8" (3) '4's H!RIZ. B"FND. '4'. VERT. \ 1 I WALL 4) 4B" O.C . l' -0" • • • • • .. .' • ... ..d • 3" ,~l---5' -6"x5' -6"x1'-O" PAD.-----.r--(8) #5', LW. I "-9" ~-~ ---------~~ ,l 5' -6" J STEEL COLUMN ALL A.B. & PLACEMENT TO BE TAKEN FROM SENTINEL BUILDING A.B. PlAN BP BEARING ELEV. = 100' 2 GRADE 3'-0" #3 STIRRUPS 012" O.C. 3" • • • " . 6" CONC. WI FIBER MESH REINF. (4) '4', VERT. 0 COLUMN LOCATIONS WI 8" 90' B£NO INTO FTC. 8" (3) '4'. HORIZ. +------t-8 "--.tH~f--8"-t • 8" ... '" , .. -~ ___ , (2) #4', CONT. J THRU PIER LOCATION I '4'. VERT. 0 48" O.C. l---2 ' -0"-.-( SIDE VIEW 'r 6" J • SIDE VIEW '4'. VERT. o 48" O.C. #3 STIRRUPS 012" O.C. (3;-;4·-:-;;ORIZ. '[ f 8" 2'-0" (4) '4'. VERT. 0 COLUMN LOCATIONS REINF. IN FOOTING /------NOT SHOWN TOP VIEW ~ TYf=ICAI-eNOWAl-1-4 CORNeR COI-UMN !=IERJF:OOTING oeTAI TOP VIEW , u Z ..Z.... C) rn" Vl r.l w u 0 ~ c:d r.l rJJ C) Z ';;j a: u..... . W ~ w Z u C) r.l Eo< z w ~ t!l ...J <t: ~ a: ~ ::> r.:l 1-. ~ 0 ::> a: Z I-~ (f) •• z o I-I « w U w o :c -1 (/) W -1 « o (/) 0 z " (f) w 0 > n: w (f) ..J -< 0 z I 0 w 1-' 0 z -< (!) z n:: w w z (!) Z w Q() 0 0 ~ t-:r (!) n:: ;~ a.. 0 {J 'T-" 'CTUML DETAILS ONLY .,' .. ... ~~s ~~G & TECHNlCAL SERVICES DATE: 2/26/11 OWN BY: CLS DESIGN BY: CLS CHK . BY: D.D.B . REV: RLE: 1:\ CURl\OS\2008\ Tolly Ho Cotl.at\Heuer If------------·--· If----·--·--·-----·--.. -----.. -SH EET NO.: s ==2