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Home My WebLink AboutApplication - PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fax: 970-384-3470 Inspection Line: 970-384-5003 Building Permit No. \ Q((j'3: __ Parcel No: 2179-192-00-718 ------ Locality: JW Weave~Exemption, Parcel 2 Job Address: cr 352, Rifle Use of Building: __________ w~a:rehouse space (cold storage only,-'-) ___ _ Owner: US Real Estate Dev & lnves Contractor: ___ T_a_,lly_H_ogonstruction Fees: Plan Check: $ 1,155.54 Septic: $ 173.00 Bldg Permit: $ 1,777.75 Other Fees: ------ Total Fees: $ 3,106.29 -~tfr Y-~ti~ Clerk: Date: _ _, ____ I ' -d ~ V) J I 2 3 4 5 6 7 8 GARFIELD COUNTY BU ILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970 -384-3470 I Inspection Line: 970-384-5003 www.garlie ld-coun ty.corn Parcel No: (this infonnation is avai9 ble at the assessors office 970-945-9134) ,J I 7 '1 ·-( ;A -6 D -7 ( 8 Job Address: (if an address has not been E..gned, please provide C{t._wy f treet N~ City~ or and legal description (_'r 35 ~ I ' {e_ 0 /t...5b Lot No: P a rc e l 2 Block No: Subd./ Exempt ion : Owner: (property owner) MailingAddress: <tUU! ::;,uecatur Ph : Lisa McMorrow Las Ve g a s , NV J.W. T~11l:f~0Ylo Con s truction, Inc , M~it~PsA1:?~~2 5 , Rifle, co ~~0-625-0208 Architect I Engineer: Mailing Address: l:' • 0. Box J4 ) Ph : Charles Loyd Albion NE 68620 800-327-0790 Sq. Ft. of Building : 6000 Sq. Ft. or Acres of Lot : 1 2 .607 acres Height: 2 3 ' Use of Building: retail/wholesale uses Weaver Ex e mption A ltPh; cfjt Ph· 0-618-2 2 6 2 A lt Ph: No. of Floors: 1 9 Describe Work: 60' 100' 18 'H {steel building -~A.D~hJ.-A Q... ~ ... =Q -~~ X X 10 Class of Work: ,. wyr c.. ~New o Alteration o Addition II Garage: Septic: N/A . o Attached o Detached 10 ISDS oCommunity 12 Driveway Permit: d ~-~-~ V< T-f.?> Owners valuation of Work : $ 215' 000. 00 Ex empte · NOT ICE Authori ty. This application for a Building Penni! mu st be signed by the Owner of the property. described above, or an autl10rized agent. If the signature below is not that of the Owner, a separate letter of authorily, signed by the Owner, must be provided with this Application . Lega l Atcm A Building Penni! cannot be issued without proof of legal and adequate acuss to the property for purpo ses of inspections by the Building Department. Oth er Permilll. Multiple separate permits may be required : (I) State Electrical Penn it, (2) Counly IS OS Permit, (3) another penn it required for use on the property identified above, e .g. State or Counly Highway/ Road Access or a State Wastewater Discharge Permit. Void PtnniL A Building Permit becomes null and void if the work authorized is not commenced within 180days of the date of issuance and if work is suspended or aband oned for a period of 180 day s after commencement. CERTIFICATION I hereby certify that I have read thi s Application and that the informatioo contained above is true and correc1. I understand that the Building Department accepts the Appli ca tion, al ong with the plan s and specifications and other data submitted by me or on my behalf(submittal s). based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Penni! will be iss ued granting penni ss ion to me, as Owner, to construct the structure(s) and fa ciliti"" detailed oo the submittals re viewed by the Building Department. In considerntioo of the issuance of the Building Pennit , I agree that I and my agents will comply with provisions o f any federal , stat e or local law regulating the work and the Garfield Counly Building Code, IS OS regulations and applicable land use regulations (Counly Rcgulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from th e Counly, if the location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulatioo(s) or any other applicable law . I bereby grant pennissioo to the Building Department to cote£ th e property, desaibed above, to inspect the work.. I further acknowledge Utat th e issuance of the Building Permit does not prevent U1e Building Official from : (I) requiring the correction of errors in the submittals, if any , discovered after issuance; or (2) stopping con struction or use of the structure(s) or facilily(ies) if such is in violation ofCounly Rcgulation(s) or any other applicable law. Review of this Application, including subm ittals, and inspections of the work by the Building Department do not constitute an acceptance of respons.ibilily or liabilily by the County of errors , omi ss ions oc disaepancics. As the Ownel', l aclmowledgc that rcsponsibilily for compliance with federal , state and local laws and Counly Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. ''TICKNOWLEDO(:J;' HAVE":~DERSTANDWENOT•C<&CERT>"CAT,ON ABOVE J ~'-Vl ~ :/ c2 -.;}-S -o B OW NEb: SSIGNATURE A DATE v u STAFF USE O NLY Special Conditions: Adjusted Valuation : :t 34 ~ c.cJ P la n Check Fee: \\ ~~ Permit Fee: \ '11~ I)) Manu home Fee: Mise Fees: Total Fees: 31 Dl"' -:vf ISDS No & Issued Date: ~LR<1 ISDS Fee: ('l -3.60 Fees Paid : Bala nce D ue: BP No & Issue Da t e: / 51lCi . t5 /fS? /.llf_ \\J~li- Setbacks: OCCGroup: Const Type: -;tf3C S-'2-::§-13 BLDG DEPT: PLNG DEPT: d.}___\_.._ \l.L-tl ,h ill .; API(I\c»' ;!L) DATE DATE ,.... The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; ail necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors , walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O .) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. 3 -3-DB DATE VALUATION FEE DETERMINATION Applicant Address Date US Real Estate Subdivision -:C::R:-:3:::5=:2::...::=~---------Lot/Biock -"3'-'11c:1:..:12::.::0:::0.:c8 ___________ Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Covered Open Type of Construction: Occupancy: S-2 Valuation Total Valuation sf sf sf sf X $74.68 0 sf sf X $41.00 sf X $33.68 sf X $18.00 sf X $9.00 sf X $24.00 sf X $12.00 Commercial 6000 sf X $39.88 sf X sf X sf X sf X sf X JW Weaver Exemption Parcel2 T alit Ho Canst 0.00 0.00 0.00 0.00 0.00 239,280.00 239,280.00 PLAN REVIEW CHECKLIST u.s Q.et:y\ £ "5 +-~-4-<- Applicant W& ;v ,.,. Date "6 -)'J-0~ /uilding ~ngineered Foundation ~Driveway Permit f3-x,s+ .. 0 , ~urveyed Site Plan ~eptic Permit and Setbacks ~radeffopography 30% d.-Attach Residential Plan Review List ~inimum Application Que stionn aire ~bdivision Plat Notes -4--Fire Department Review --.Jv aluation Determination/Fees ';"~A-fL.. ~d Line Plans/Stamps/Sticker ~ttach Conditions _/ __ A Application Signed ..l.,...LJ>lan Reviewer To Sign Application ~arcel/Schedule No. ¥ 40# Snow load Letter-Manf. Hms. __0oils Report GENERAL NOTES: Planning/Zoning -4"roperty Line Setbacks ~Oft Stream Setbacks /plood Plain ~uilding Height ~Zoning Sign-off 0oad Impact Fees ~NDRC Approval ~ffopography 40 % ~Janning Issues Lsubdivision Plat Notes line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, !PC, IMC, IFGC, and IFC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ~ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professionaj;;tamp on the design. Yes / Not necessary for this project __ _ 3. Does the si~e plan· dicate the location and direction of the State, County or private road accessing the property? Yes 4. Is the !.S.O.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? ./ Yes Not necessary for this project_V __ 2 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For. permit issuance only" or similar language? Yes ·' ./· Not necessary for this project. __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the building code or per stamped engineered design? Yes /Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes ~ot necessary for this project __ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and eart~ Yes __ Not necessary for project_~_ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? ..--------· Yes __ Not necessary for this project_~-- 10. Do the plans include design loads as required under the IBC or IRC for roof snow loads, (a minimum of 40 pounds pe~are foot in Garfield County)? Yes_/_ N N~ott necessary for this project __ ll. Do the plans ~de design loads as required for floor loads under the IBC or IRC? Yes_/_ N No ott necessary for this project -~ r..J<ZlZ~ Fe <.-.J Dl't('ro,-J 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes~Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes_/_ ll Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters ov(oists or trusses? Yes_/_ J Not necessary for this project __ 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and beatl1.8'( Yes _L_ Not necessary for this project __ 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Chec~Iicable zone district for building height maximum) Yes Not necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes __ Not necessary for this project_L 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? /' . Yes __ Not necessary for this project __ .-/_ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requi_!Jlments of the IBC or IRC? Yes __ Not necessary for this project_/_ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? / Yes __ Not necessary for this project __ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass pan/Is; s. wer doors and tub enclosures and specify safety glazing for these areas? Yes __ Not necessary for this project __ 22. Do the plans. include a complete design for all mechanical systems planned for installation in this building? Yes_;_·_ No Not necessary for this project. __ _ /4£A'( LS d. -J.5ooo61lf"cJ Uf\l•,-1-/0't'TE:e?..& 4 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes .-/ Not necessary for this project .:5 E:.'T\ ?t..b':5<e:? S 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? / Yes __ Not necessary for this project_./_ 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes__:::::::_ Not necessary for this project __ 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexl's are employed, facilities for both sexes? Yes~ Not necessary for this project __ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes___:::::__ Not necessary for this project __ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes/ 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes__L_ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes_L 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes .-/ 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes/. 5 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road l~act" fees required, at the time you pick up your building permit? Yes / 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final i~ction prior to receiving a Certificate of Occupancy and occupancy of the building? Yes......?- 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agentynd that the party responsible for the project must comply with the Uniform Codes? Yes_/_ 36. Are you aware that you must call in for an inspection by 3:30 the business day before tbe requested inspection in order to receive it tbe following business day? Inspections will be made between 7:30 a.m.;md 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes_/_ 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes/ 38. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can con!llct the Road & Bridge Department at 625-8601. See Phone book for other agencies Yes_/_ 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perfof19Jnstallations and hookups? The license number will be required at time of inspection. Yes / 40. Are you aware, that on the front of the building permit application you will need to fill in the ParceV Schedule Number for the lot you are applying for this permit on prior to submittal of the building permi/lication? Your attention in this is appreciated. Yes 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? / Y es_J __ (Please check with the building department about this requirement) 6 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance gfa building permit that you will be required to obtain a grading permit? Yes _/__ Not necessary for this project __ 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than I 0 persons as per Section I 004 of the IBC to prepare the plans and specifications for the project. / Yes Not Necessary for this project __ ,_/ __ _ I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. (4C?c -9: Si/{e ~ Date (evenings) Project Name:, _ __,U"--'"S'---'~--'=G"'l)=--'/---=1--_/.---'C..=-' ___ _ Project Address:, ___ __,_A.L''-"f!.~Pc'-'o"-'-'ll::...-,_1 _....:K~n'='--- Note: On any of these questions you may be required to provide this information. If required information is not supplied, delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. BpcommDec2007 7 02/29/2008 16:24 5085415351 February : :, 2008 Karrie Fie :cher Alpine Ba Ilk 1 00 E. 4m Street Rifle, CO 81650 Dear Karr .e: USREDI PAGE 02/02 I, Lisa M< Morrow, managing member/owner of U.S. Real Estate Development, LLC, herE by grant John Parrington of TallyHo Construction Company to act as my agent n getting permits from Garfield County for building and construction. Sincerely, !J(IM)-;_ l1'k, /1;7ovnr ... ./ Lisa Mctv orrow · Entity Details -Secretary of State, Nevada Page 1 of 2 US~EDI, l t C Business Entity Information Status: Active File Date: 12/7/2006 2:18:29 PM Type: Domestic Limited-Corp Number: E0894892006-5 Liability Company Qualifying State: NV List of Officers 12/31/2008 Due: Managed By: Managing Members Expiration Date: 12/7/2099 Resident Agent Information Name: RUSSELL S. GARRETT Address 1: 8170 W. SAHARA AVE. Address 2: SUITE 202 City: LAS VEGAS State: NV Zip Code: 89117 Phone: Fax: Ema il: Mailing Address 1: Mailing Address Mailing City: 2: Mailing State: Mailing Zip Code: Financial Information No Par Share 0 I Capital Amount: I$ 0 Count: No stock records found for this company Officers I Include Inactive Officers Managing Member -CHARLES M HOFFMAN Address 1 : 25 ELM STREET Address 2: City: SCITUATE State: MA Z ip Code: 02066 Country: USA Status: Active Email: Managing Member -MARLENE S HOFFMAN Address 1: 25 ELM STREET Address 2: City: SCITUATE State: MA Zip Code: 02066 Country: USA Status: Active Email: Managing Member -(ISA MCMORROW l Address 1: 19 ROBIN ROAD Address 2: City: NORFOLK State : MA Zip Code: 02056 Country: USA Status: Active Ema i l: Actions\Amendments I Action Type: I Articles of Organization https:/ /esos.state.nv. us/SOSServices/ AnonymousAccess/CorpSearch/Printf'- ·Entity Details -Secretary of State, N evada Page 2 of2 Document 20060787687-91 #of Pages: 1 Number: Fi le Date: 12/07/2006 Effective Date: (No notes for this action) Action Type: Initial List Document 20060792656-33 #of Pages: 1 Number: Fil e Date: 12/11/2006 Effective Date: (No notes for this action) Acti on Type: Annual List Document 20070865826-64 #of Pages : 1 Number: Fi l e Date: 12/19/2007 Effecti ve Date : 2007/2008 https ://esos.state.nv.us/SOSServices/AnonymousAccess/CorpSearch/PrintCorp.as px?lx8nvq =vr5VzT... 2/29/2008 •Entity Actions -Secretary of State, Nevada Page 1 of 1 Informati on Center E l ecti on Center Bus i ness Center Licensing Cen t er Securities Center On l i My Data Reports Business Entity Search Fee Schedule I (Data Reports) 1 Shopping Cart Entity Actions for "USREDI , LLC" Edit I Personal Info Sort by I File Date 3 Ci descending r ascend ing order Re-Sort I 1 - 3 of 3 actions Acti ons\Amendments Action Type: Annual List Document Number: 20070865826-64 #of Pages: 1 File Date: 12/19/2007 Effective Date: 2007/2008 Action Ty pe: Initial List Document Number: 20060792656-33 #of Pages: 1 File Date : 12/11/2006 Effective Date: (No notes for this action) Action Ty pe: Articles of Organization Document Number: 20060787687-91 #of Pages : 1 Fil e Date : 12/07/2006 Effective Date : (No notes for this action) Return to Entity Details for "USREDI, LLC" New Search You are logged in as Nila Parrington Nevada Secretary of State , Ross Mi ll er. Copyrig ht 2 00 7 . A ll ri g ht s rese rv ed . https:/ /esos.state.nv. us/SOSServices/ AnonymousAccess/CorpSearch/corpActions.aspx?lx8nvq=vr5V zT... 3/2/2008 Feb. 29. 2008 2:01PM AlPINE BANK No. 1717 P. 3 IGIOOI/006 12/lZIZOOG 1C:27 FAX 702 798 C888 RSG CONSULTING I . Nov 2l OS 07:27~ p.a t8i~&892006-S ~~f$&7-91 OaloFilcd: 12/7/2001 2:11129 1M :hi the oftice of . Articles Of Organization Limited-Liability Company (I'URIUANI' ro MAS 88) ~."1/JL. . " . --.. -----·· ... ... ·--·---.. -····· I o -I·~--.... ·--a·· .. -.... ~~~~-~------0 o•N• .... _,,, .. ..-..... -itw.Y!Ilt.. . ......... ~!!~''? •... •> II 10 ' I,,., ''"'' ' "' o 0~•••-:f"t f.,_,..,,..,--••--' -~ 12112/2006 3:15PM SENTINEL BUILDING SYSTEMS P. 0. BOX 345 ALBION, NE 68620 {800) 327-0790 ERECTION DRAWINGS FOR TALLY HO CONSTRUCTION 145 COUNTY RD 225 RIFLE, CO 81650 PROJECT: RICH 600 COUNTY RD 352 RIFLE, CO 8 1 650 B23666 . BUILDING DATA : Width {ft) Peak Offset {ft) Length {ft) Eave Height {ft) Roof Slope {rise/12) Dead Load {psf) Live Load {psf) Load Reduction Collateral Load {psf) Roof Snow Load {psf) Wind Load Wind Code Closure Exposure 60 30 100 18 2 :1 2 2 .200 20.00 No 1 40 90 mph IBC 03 Closed c 1. 00 1. 00 spe.~\~ ~~c.-~~ ~UOV..\ n. .. J ~ A-\1 \-\~~\. ~~~~ ~\"-•'t~~ Importance -Wind Importance -Seismic Seismic Coefficient Seismic Zone/Design 0. 580 {Ss*Fa) Designer = KF Detailer = DATE : 12/ 7/07 Category = C () - Jf\- -,_,_ ., f._ " -p_ -,..,_ t< -,( ~ ' I -f'-,. - ·t" 5c0: ·o r7-o 'f'? -~~~ 0 3 ~ {!) ~ :r ~ Q{ - 't ..... Q "' 8 <i'~ -<» .., / v - ~ 9-' 'f", >< -)< ---/'._ i" - li\c;;;; 0 ;: ~ \) !:.. -\ c r> L g '!:. ~ tJiJ I c (\\\ c_l ~ ~ -!-' -X. ~ - BOLT TIGHTENING PROCEDURES .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. 1.000 IJIS. 1/2 7/B 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 lightened to snug tight condition. This is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench. JOINTS SUBJECT TO TENSION LOADS Two tightening procedures are specified for A325 Bolts in joints subject to tension loads, Turn-of-the-Nut Method or· Direct Tension Indicator. Turn-of-the-Nut-Method -First bring bolts to a 'snug tight" condition to ensure that the parts of the joints are brought into a good contact with each other. Next, place bolts in all remaining bolt holes and bring to • snug tight'. Then additionally lighten all bolts by tlie table above - progressing from the bolts nearest the web, until the bolts have been tightened to applicable nut rotation. During this operation there shall be no rotation of the part not turned by the wrench. Consult the latest edition of the AISC Manual of Steel Construction for more complete instructions for installing high strength bolts. BOLT LENGTH 8 Dia <=12 Dia. 2/3 TURN Multi-Rib or R-Loc Panel Lap Note: PBR panel shown. If a Non-PBR panel 1s used the long leg does not exist, both are short. Mastic tape sealant is optional on wall panels MASTIC TAPE SEALANT~ 1/~ ~~ - '----../ '----~ '--------'"'"'--~) LAPTEK 20" O.C. ~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. Plumb the first sheet and fasten in place. Mark 3' -0" from the end of the first sheet to where the edge of the next sheet should terminate. When installing the next sheet, stretch or compress the panel to hold the edge of the sheet on the mark you have just made to keep the major ribs on one foot increments. REV I DESCRIPTION _I__ DATE I APPROVED 1 I ADDED orr MODULE coRNER DETAIL REVISIONS ----Taking Pride In Building [xcellence PAGE No. Sr~r~&:Jdf11:'f!;lts,r_EHS -....:• ..(JJ -JER• 237 SOUTH 4TH ST f:::=======~-~~ ALB/DN, NE 686Cr1 .,_, DfSIGM JI..S (80()) 327-0790 '[Vo _,., __ nAr>, 41 .~tn:> UL-60 ROOF RATING SCREW PLACEMENT For 'Multi-Rib or R-Loc' type panel profiles only NOTE: USE (2) TK ____ SELF DRILLING SCREWS PER FOOT AT EACH SPLICE IN ROOF SHEETS IF ROOF SHEET ARE ·NOT LONG ENOUGH TO COVER AN ENTIRE ROOF SURFACE SELF DRILLER WALL/ROOF SCREW 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 DESCRIPTION ADDED orr HODUL( CORNEll DETAIL REVISIONS Taking Pride In Builcllng Ex cellence PAG< No. DH IGN .A.S L-------------------------------------------------------------~-------. COLD FORME D STE EL COMPONEN TS ENGIN EERIN G DATA l YIELD ST REN GTH = 55.0 KS I (TYP .) I DIMENSIONS MEMB ER PROPER TIES SHAPE Job Number: B23666 !sEC T. DATE: NAME A B c D GA . AREA l x ly Se BU ILD ING Job Nom e: RICH 12/ 7/07 I COD E: I P CE 08256 8 2.5 2.5 .77 16 .82 7.79 .67 1.58 -c -l I IBC 03 Job Location: RIF LE, co 8 1 650 -DESIGNED BY : I PCE0 8356 8 3 .5 3.5 .77 16 .94 9.65 1.52 1.65 Bui lder: TAL LY HO CONSTRUCT ION KF I D I PCE08354 8 3 .5 3.5 .80 14 1.12 11 .41 1 .8 1 2.09 t DESIGN LOADS BU ILDING DESCR IPTION 1, PCE08352 8 3 .5 3.5 .88 12 1.67 16.92 2.7 1 3 .37 I PCE1 0356 10 3.5 3.5 .77 16 1.06 16.1 7 1.63 2.05 LIVE LOAD : 20.00 psf RIGID FRAME LIVE LOAD : 20 psf 1' PCE 1 0354 10 3.5 3 .5 .80 14 1.26 19.14 1.94 2 .73 A ROOF SNOW LOAD: · 40 psf ROO F SNOW LOAD FACTORS WID TH: 60 feet 1, PCE1 0352 10 3 .5 3.5 .88 12 1.88 28.46 2 .91 4 .57 CO LL AT ERA L LOAD : 1 psf GROUN D SNOW LOAD: 4 7.62 psf LENG TH: . 1 00 feet ROO F DEAD LOAD: 2 .200 psf Pf = 40 psf I= 1.00 EAVE HEIGH T: -18 feet PCE12356 12 3.5 3 .5 .77 16 1 . 18 24.81 1.72 2.47 J-} ROOF SLOPE: . 2.0000:12 I PCE 12354 3 .24 FRAM E SELF WE IGHT: INC LUDED Ce = 1 Ct = 1.20 12 3.5 3.5 .80 14 1.40 29.38 2 .04 WIND LOAD: 90 mph Terrain Category: C 11 PCE12352 12 3.5 3.5 .88 12 2 .09 43.76 3 .07 5 .91 -B-j f EXPOS URE: c . Slipp e ry /Unob stru cted Roof: y ENG INEER 'S SEAL I PCE12406 12 4.0 4.0 .77 16 1.24 26 .91 2.39 2.47 WIND IMPORTANCE FAC TOR: 1.00 I PCE 12404 12 4.0 4 .0 .80 14 1.47 31.87 2 .84 3 .27 INTERNAL PRESSURE CO EFF ICI ENT: + /-0.18 '1 PCE12402 12 4 .0 4 .0 .88 12 2 .20 47.48 4 .27 6.17 SEISM IC IMPORTANC E FACTOR: 1 .00 · S EI SM IC DES IGN CAT EGORY: c SEISM IC COE FFIC IENT: 0 .580 (Ss*Fo) ASSUMED SITE CLASS: D I PZE06256 6 2.5 2 .5 .66 16 .70 4 .04 1.12 1.02 SEISMIC USE GROUP : I -No r ma l I PZE07256 7 2 .5 2.5 .66 16 .76 5 .78 1 . 1 2 1 .26 S 5 = 0 .39 S 1 = 0 .09 S 05 = 0 .38 S 01 = 0.1 4 PZE0 7 254 7 2.5 2.5 .68 14 .91 6.83 1 .33 1.5 1 SEISM IC RESISTING SYS TE M: Structu r a l Steel System Not ,,_,.,.,_ PZE0 72 52 7 2.5 2 .5 .74 12 1.36 10.13 2.04 2.58 Specific a lly Deta il ed f or Seismic Resistance 11" 0 .R.£G ~ l ~~~ ......... f.s~ I PZE07306 7 3 .0 3 .0 .66 16 .82 6 .49 1 .77 1.31 f-Ciy D I' .:Y ••• -:._<:.s LEio,..····~] I PZE07304 7 3 .0 3 .0 .68 14 .98 7.67 2 . 11 1.6 1 ANA LYS IS PROCEDUR E: Eq u iva l ent Latera l Force Proced ure 1 & I ~ <o' <::J I PZE07302 7 3.0 3 .0 .74 12 1.46 11 .38 3 .22 2.68 ~ The i nd ex force ana lysis p r ocedure is u sed fo r build ings located ~ V1M <J I PZE08256 8 2.5 2.5 .6 6 16 .82 7.89 1 . 1 2 1.52 in seismic des ign category A. Eqn 16-49, IBC03, i n which ~/$l case Cs a n d R do not apply and ore n ot u sed to ca l cu l ate PZE08254 8 2 .5 2.5 .68 14 .98 9 .34 1.33 1 .8 1 the bose shear, V. ~~~~·· 1 PZE08252 8 2.5 2.5 .7 4 12 1.46 13.87 2.04 3 .09 A BU ILDING I P ZE08306 8 3.0 3 .0 .66 1 6 .88 8 .82 1.77 1.53 FRAM ING ""-~~~;-,.:,~~~1 PZE08304 8 3 .0 3.0 .68 14 1.05 10.44 2. 11 1 .94 LEFT ENDWALL FRAME TYPE : Bearing Se i smic Data ('V'" IJ P ZE08302 8 3.0 3.0 .74 12 1.57 15 .51 3.22 3 .2 1 y RIGHT ENDWALL FRAM E TYPE: Beari ng Cs R v (k) I. P ZE1 0256 10 2.5 2 .5 .66 1 6 .9 4 13.38 1. 1 2 1.87 IN TERIOR FRAME TYP E: 3 rigid f r ames , clear span 0.13 3 .0 2.7 n<I-B-PZE10254 10 2 .5 2 .5 .68 14 1 . 1 2 15.84 1.33 2.43 ROOF BRACING: Coble Diagona l Bracing 0.13 3 .0 11 PZE1 02 52 10 2.5 2.5 .74 1 2 1.67 23.60 2 .04 4.22 LEFT ENDWALL BRACING: Coble Diagonal B r acing 0 .13 3 .0 1 .5 RIGHT ENDWA LL BRAC ING : Cob l e Diagona l Bracing 0.13 3 .0 1.5 I PZE1 0304 10 3.0 3.0 .68 14 1. 19 17.57 2 . 11 2.55 FRON T S IDEWALL BRAC ING: Minor Axis Bending 0.15 2.5 6.6 PZE10302 10 3.0 3.0 .74 12 1.78 26.17 3.22 4.36 BACK SIDEWALL BRAC ING : Minor Axis Bending 0.15 2.5 6 .6 I PES06P04 6 4 .0 4 .0 .80 14 1.05 6.53 2.27 1.45 LE FT ENDWAL L GIRT TYPE: Inset FRONT SIDEWAL L GIRT TYPE: In set I PE S07P04 7 4.0 4 .0 .80 14 1 .1 2 9 .24 2 .39 1. 79 RIGHT ENDWA LL GIRT TYPE: In set BACK SIDEWAL L GIRT TYPE: Inset PE S08P04 8 4 .0 4.0 .80 14 1.19 12.51 2 .50 2 .1 4 1:--C I ROOF PANEL : 26 go . Mu lti-Rib PB w/ Kynor F i nish -n WA LL PANEL : 26 go. Multi-Rib PB w/ Kynor Finish I PES10P04 10 4.0 4.0 .80 14 1.33 20.86 2 .69 2.74 T ROO F PANE L CO LOR: Ash Gr a y WA LL PAN EL COLOR: Light Stone SEISMIC RES ISTING SYS TEM ABBREVIATIONS: ROOF TR IM COLOR: As h Gray . WALL TRIM COLOR: Ash Gra y I OMF = Ordinary Steel Moment Frome COMM ENTS OCBF = Ordinary Stee l Concentr ica ll y Braced Frame A CC = Cantilevered Column System Definition of Load i ng Conditions o n Anchor Bolt Reactions Page: DRAWING INDE X _L D DL: Dead Load LL: Li ve Load CO: Col latera l Load WP: Wind P r essu r e WS: Wind S u ction LLR: Li ve Load Right WL : Wind from Left WR : Wind from Right I PAGE(S) DE SCR IPTION PAGE(S) DES CR IPTION -B:=\l Def i nition of other abbreviations o n An chor Bo lt Reacti o n s Page & Ancho r Bo lt Deta i ls : /-~ COV ER SH EET /5 -X> GENERAL DETAILS E'w': Endwo l l REVISIONS 3-t.f ANC HOR BO LT PLAN J-/-.)..3 ACC ESSORY DRAW INGS S'w': Sidewall RE V I DE SCRIPTION I DATE I APPROVED RF: Rig i d Fr o Me I 5 RIGID FRAME SECT ION DJ : Door JaMb I I I 6 -P ENDWALL ELE VA TIONS ------Taking Pride In Building Excellence PACE No. q-/0 I SIDEWALL ELEVAT ION S SEt:JI I t:JE L Bun DIN!:i SvsTE!:!S """"C'I JOB NUI.ABER : I II ROO F FRAM ING PLAN A lh vi iDI CI'GL08Al i&an;rw:~~:s. IJC. RICH 823666 237 SOUTH 4TH ST ADD ITIONAL DETAIL S ALBION, N£ 68620 .....a. 600 COUNTY R!J 352 DESICN: Kl' I (BOO) 327-0790 REV: I ;-;;..-14 JOB SPEC IFIC DETAILS RIFlE, CO 81650 DATE: 12/ 7/07 # ·12 SELF DRILLING TK2125-1 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"¢ ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES PLAINSMAN PREFORMED P[AK CAPS 26 GAUCt ROOF PANEL HEAD 'th I II 0 "M m,/ J 8 MASTIC SEALANT ROOF SEAMS AK[ 1RIM OAM CLOSURES 26 GAUGE WAH PANELS ~OAM CLOSUR£5 UiJ> IICNXIi Ft.u r fVS>t£D v 1111 ORNER TRIM AS[ TRIM OPITIO ( NAL) NOTE: FOAM CLOSURES MAY DIFFER DUE TO INSULATION AND/OR OTHER BUILDING OPTIONS I l 1 ~ ~ COLUMN LINE I I H H --fv fv FRAME LINE RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES -----------------Column Reactions (k )------------------------------------ Frm Col Lood Hmox V Load Hmin V Anc . Bolt Bose Plate (in) Grout Line Line ld H Vmox ld H Vmin No D(in) Wid Len Thk (in) 2 • A 2 • D 1 5 3 4 18.9 17.3 6.1 -17.3 2 • Frome lines: 2 3 4 ANCHOR BOLT SUMMARY Qnt Loc !8! 32 OJ !8! 24 _ EW + 24 -RF Dio (in) 3/4" 3/4" 1 1 /4" Total Len (in) 11.50 11.50 18.50 34 .2 2 40.3 -8.0 1 40.3 3 Bend Len (in) 4.00 4 .00 7 .00 -6.1 -18.9 6 .1 Proj (in) 2 .50 2.50 3.50 -8.0 34.2 -8.0 4 1 .250 16.00 19.00 1.000 4 1 .250 16.00 19.00 1.000 0 .0 0 .0 l r-----------------------------~ I I I I I i ' i J GENERAL NOTES 11 . Foundation design and construction ore not the responsibility of SENTINEL Buildings Systems. 2 . The bu il ding reaction doto reports the loads which this building places on the foundation. 3. Anchor b olts shall be ac curately set to a tolerance of + /-1 /8" in both elev ation and location. 4. Column bose plates ore designed not to exceed o bearing pressure of 1050 pounds per square inch. 5. All walk doors ore to be field located with drilled in wedge anchors . 6. Total anchor bolt length is embedment + projection. Bend length is not included in total length. 7 . All bent anchor bolts to be ASTM A36 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 ca nnot 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 bu ildings classified os closed (Closed/Open = C), Sentinel Build ing Sys tem s does not inve s tigate t he influence of the design wind load on the metal building sys tem with d oors and windows left open. The end customer must assure that during times of high wind s oil o verhead doors, sliding doors, Iorge doors (such as bi-fold & hydraulic), walk doors and windows will be closed & latched . ENOWALL COLUMN: MAX IMUM RE AC TION S, ANC HOR BO LT S, & BASE PLATES -----------------Column Reacti o ns (k )------------------------------------ Frm Col Load Hmox V Lood Hmin V Anc . Bolt Bose Plate (in) Gr out Line Line l d H Vmox ld H Vmin No D(in ) Wid Len Thk (in) A 8 c 0 5 D 5 c 5 8 5 A 6 8 6 8 9 10 9 10 6 11 6 11 9 12 9 12 1.3 0.0 2.9 0 .0 2 .9 0 .0 1.3 0 .0 1.3 0 .0 2.9 0.0 2 .9 0.0 1.3 0.0 NOTES FOR REACTIONS -1.7 7 6 .8 6 -6.0 7 17.5 6 -6.0 7 17.5 9 -1 .7 7 6 .8 9 -1.7 7 6.8 6 -6.0 7 17.5 6 -6.0 7 17.5 9 -1.7 7 6 .8 9 -1 .2 1.3 -2 .6 2.9 -2.6 2 .9 -1.2 1.3 -1.2 1.3 -2.6 2.9 -2.6 2.9 -1.2 1.3 -1.7 -1.7 -4.1 -6.0 -4.1 -6.0 -1.7 -1 .7 -1.7 -1 .7 -4.1 -6.0 -4.1 -6 .0 -1 .7 -1.7 2 0 . 750 4.000 8 .000 0 .250 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 .250 2 0 . 750 4.000 8 .000 0.250 4 0 . 750 6 .000 8 .000 0 .375 4 0 . 7 50 6.000 8 .000 0 .375 2 0 . 750 4.000 8.000 0.250 0 .0 0 .0 0 .0 0 .0 0.0 0.0 0 .0 0 .0 1. All loading conditions ore examined ond only maximum/minimum H or V and the corresponding H or V ore reported. 2. Positive reactions ore as shown in the sketch. Foundation loads ore in opposite directions. 3. Bracing reactions ore from the braced boy. in the plane of the brace with the H P;.:O;.;;in,;.;t~in.:..;;lq!........:::o..:..:w-=oL-y _________________ --l The verti cal reaction is downward . 4. Building reactions ore Width (ft) Length (It) based on the following building = 60 .0 Eave Height (ft) Roof Slope (rise/12 ) Dead Load (psf ) Collateral Load (!_>sf ) Live Load (psf ) Snow Load (psf ) Wind Speed (mph ) Wind Code Exposure Closed/Open Importance Wind Importance Seismic Seismic Zone Seismic Coeff (Fa•Ss) 5 . Loading conditions ore : 1 DL+CL+SL 2 0 .60DL+WL 1 3 0 .600L+WR1 4 DL+CL+F1UN8_SL 1 5 DL+CL+F1UNB_SL 2 6 0 .60DL+WL2+WS 7 0 .600L+WP+LnWnd 1 8 DL+CL+E1UNB_SL 2 9 0.60DL+WR2+WS 10 DL+CL+E1UNB_SL 1 11 DL+CL+E2UN8_SL 2 12 DL+CL+E2UNB_SL 1 ,,,#!~,~ 111 ,\)0 REG;. . I ~~'<: ........... t.r,o. = 100.0 = 18 .0/ 18.0 . = 2.0/' 2.0 = 2.2 = 1.0 = 20 .0 = 40.0 = 90.0 = IBC = c = c = 1.00 = 1.00 = c = 0.58 03 doto: BRACING REACTIONS, PANEL SHEAR ---Wall --Col Lac Line Line ± Reactions (k ) --Wind----Seismic- Harz Vert Ho rz Vert Panel Shear (lb/ft) L_EW 1 F_SW D R_EW 5 s_sw A 8 ,C 2.2 2 .0 1 .5 Weak Axi s Bending Used c ,8 2.2 2 .0 1.5 Weok Axis Bending Used 1 .4 1.4 RIG ID FRAME REACT IONS : WEAK AXIS BENDING ---Wall--Col Lac Line Line F_SW D F_SW D F_SW D F_SW D F_SW D F_SW D B_SW A B_SW A B_SW A s_sw A s_sw A B_SW A 2 2 3 3 4 4 2 2 3 3 4 4 ---Reoctions(k ,f-k )--- Horiz AS _ Vert Moment Lood_ld ------------------------ 1.3 20.7 22 .4 Wind 2.2 34.8 37 .7 Sei smic 1.3 20.7 22 .4 Wind 2.2 34 .8 37.7 Seismic 1.3 20.7 22.4 Wind 2.2 34.8 37.7 Seismic 1.3 20.7 22 .4 Win d 2.2 34.8 37 .7 Seismic 1.3 20.7 22 .4 Wind 2.2 34.8 37 .7 Seismic 1.3 20.7 22 .4 Wind 2.2 34.8 37.7 Seismic •• N .··~~s Lt:o,.,;· •• ~;~ ( & :" ~ <: \(j REV I DESCRIPTION I DATE I APPRO V ED !~ ~71 ~ ~: i ~-L--------------R-E-V--IS_I_O_N_S ________ ~----~--~ -o:O o: ~~------------------------------.--~ ~\.., .l~f!f_J_----------_ Taking Pride In Building Excellence PAC£ No. ~~"~•• ~~NTI~LBurLm~Snrr~~-~-o------------------~,~n~=s2~N~w3~e~~6~,-6-,L+--~ ~N A L ~~~ ~;?""s"/t~;li 'nif"S'r RICH I[], c -~'""·~ .o ~ AlBION. N£ 68620 .,_.. 600 COUNTY RIJ 352 ( '2-• l (BOO} 327-0790 nrn.R rn fltfi.r;n O£S/CN: KF 3 REV: nJ'T'Ii'· t :J/ 7 /n7 I Dio= .3/4" $: V'l J I 8" DETAIL A Dio= .3/4" co 2" See Pion I DETAIL B Dio= 1 1/4" u .. I 2 2" 1'-4" I I 3" ~~I-_I 1'-1 ~ + + - 2 1/ 5"L W5 .. See Pion DETAIL C Dio= 3/4" 4" II 7 2" sw 'oo~ Ia = 3" ~ 2 1/2" EW/ I SW ~ 2 .. See Pion DETAIL D 8" DIAGONAL MEASUREMENT = 116 '-7 7 /16 ' lL.. 0 1- :::> 0 I 0 1- I 1-:::> 0 0 I .q- 1 0> 0 I 0 N : .q- 1 C11 0 N I 0> : 0 I 0 N : N I 0> FRAME LINE DIMEN SIONS ·'= u 0 .... ro I X 25'-o" 2 '-10" 12'-4" : D • • A •• B • • 2 '-10" 1 2'-4" 25'-0" 0 ~ I 9'-10" N c 0 I 9 '-10" N 2 ANCHOR BO LT SUMMARY --------- Total Bend Qnt Lac Dio Len Len (in) (in) (in) --------- !81 32 . OJ 3/4" 11.50 4.00 !81 24 EW 3/4" 11.50 4.00 + 24 . RF 1 1/4" 18.50 7.00 25'-0" 12 '-4" 9'-10" 0 • co • .......... n .q- I -~ ,-... z 0 Vi: z.q-w' :E~ 07 V'J " -1'--J:lf) 1- 0 ...J 0 I ........ 12'-4" 9'-10" 25'-o" Proj (in) 2.50 2 .50 3.50 + + c 3 OF STEEL 25'-o" 9'-10" 12 '-4" • D • 9 '-10" 12'-4" 25'-0" SENT I NEL BUILDING SYS TE MS A Dtv1t101 CJ'GL08Al MulttKI. K. 237 SOOTH 4TH ST ALBION. N£ 68620 (BOO} 327-0790 0 ~ I N 9'-10" D c 0 ~ I N 9 '-10" 25'-o " 12'-4" D • • '-10" A •• - B • • •• B • • •• 12'-4" 2'-10" 25'-0" REVISIONS A 0 co N .q- I I 0> C11 --+---H 8 0' c: 0 : u 0 I I 0 .... 0 ·o ro I N N X c N "<t I I "m "m ~ Taking Pride In Building £xcettence RI CH AOOOt5S 600 COUNTY RJJ 352 RIFLE, CO 81650 PACE No. SPLIC E PLATE S & BO LT S Splice Mark SP-1 SP-2 Quon -----Bolt ---- To p /Bot /lnt Type Dio Len 0 4 4 2 A3 25 1 00 0 0 2 050 ·4 4 0 A3 2 5 0 07 5 0 2000 ?FLANGE BRACES : Both Sides<UoNo) FBxxA<D : xx=length(in) A -L2 x l /8 Plat e Size Wid Thick Len th 1 I -0'5/8 " 3 ' -8 1 /2" 6" 1/2" 2'-8" I p.s h Gro.Y . 0 I (x:, ~ . !0 I in : 0 I in . !0 I ;., • !0 I ;., .L12· 12 ~ I • l: v Ql I")U c 1{)0 I o • Ql v_ ~u ~.'-6 1Ar A . tO ~v ~u c oo I o • Ql 0-NU 54'-10 1/4" Cleoronce P IECE RF 1-1 RF1-2 60' 0" OUT-TO-OUT OF STEEL WEB DE PTH START END 180 0 2 60 5 2 60 5 /3 0 00 36 00 /24 00 2400/24 00 24 00 24 00 RIGID FRAME CROSS SECTION FOR FRAME LINE 2 3 4 MEMBE R SIZ E TABLE i n WE B P LATE OUT SID E FLAN GE THICK L ENGTH w X T X LEN 00188 1 2 0 00 12x 1 2 x 204.4 00188 8803 12x1 /2" x 24 01 0 02 50 12000 6 x 1/4 " x114o0 0 0188 12000 6x5 /16"x225o0 0 01 88 9900 --===============~-f1 .. ..3/4" ~ I D RE V DESCR I PTION REVISIONS 2"~ 12 IN S IDE FL ANGE w X T X LEN 12 x 3 8 X 1 69 o 1 6 x 5 /16"x 12 006 6 x 1/4" x 214o9 t !0 I in . 0 I ' . 0 If) I : !0 I ;., t <Xl I ;., (x:, APPfi'JJ V ED Taking Pride In Building Excellence PAC£ No . SENTINEL BUILDING SYSTEMS A O.YI IDt CJGLOBAL MAniCs, K. 237 soorn 4rH sr ALBION. N£ 6862 0 (800) 327 -079 0 RICH """""' 600 COUNTY R!J 352 RIP!.R CO fllfNiO R£~ ~ DA7"F.: 12/ 7/07 6" 1' -9" o.[) I r0 0 0 I I o.[) <0 ~ <0 I r0 <0 I r0 60 ' -0" OUT-TO-OUT OF STEEL 19'-4" 20'-o" A2" 1£.R-i 12 G-2 BA~ [ EC -1 I ~ I EC-2 EC-3 SLOT GIRT WEBS FOR CABLE /ROO. ENDWALL FRAMING: FRAME LINE 1 MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH SLOTS I' \JIDE I· AND 3' LONG~ •-ALIGN GIRT SLOT<S> • \J I COLUMN SLDT<S) 19'-4" RE V SENTINEl BuiLDING S y sTEMS A 0.VIIDI tJGl.OBAL klusttlll . K 237 SOUiH 4iH Si AlBION. N£ 68620 (800} 327-0790 BOL T TAB LE FRAME LINE LOCATION ER-1 ER-2 Columns MEMBER TABLE FRAME LINE 1 QUAN MARK .2 EC-1 -1 EC-2 .1 EC-3 . 1 ER-1 1 ER-2 ·8 G-1 -1 G-2 ·1 G-3 2 G-4 ·2 CB-1 2"~ 12 J EC-1 DESCRIPTION RE V ISION S QUAN TYPE 8 A325 4 A325 PART PCE08354 W8x10 W8x10 W8x18 W8x18 PZE08254 PZE08254 PZE08354 PZ E08252 3 8" STR LENGTH 16-6 11 16 . 19' -9 3 8". 19'-9 3 /8"· 30' -4 15/16"· 30'-4 15/16". 18'-8 7/8"· 19'-6 1/4". 19'-6 1/4"· 19'-6 1/4"· 25 '-0"· FLANGE BRACE TABLE FRAME LINE 1 \710 MARK 1 FB30 APPROVED Taking Pride In Building Exc ellence PAC£ No. RICH ......ss 600 COUNTY R!J 352 R 1 /i'I.R rn R t R.'i n nJ7'1i:· t :J/ 7 /n7 ~ I l{) I 1'0 0 0 I I l{) co co I 1'0 co I 1'0 ,. -9" A2" 12 [ EC-1 19'-4" SLOT GIRT WEBS FOR CABLE /ROO. 60' -0" OUT-TO-OUT OF STEEL 20'-o" I .J I EC-2 EC -3 ENDWALL FRAMING: FRAME LINE 5 MULTIPLE SLOTS MA Y BE REQU I RED ACROSS GIRT DEPTH SLOTS r· VIDE I· AND 3' LONG~ •-ALIGN GIRT SLOT<S> • V I COLUMN SLOT<S> 19'-4" G-1 G-1 G-1 G-1 REV SENTINEL BUILDING SYSTEMS A O.v 11.,. 17GL08Al itu,.IU . .c. 237 sourn 4rH sr AlBION. N£ 68620 (800} 327-0790 BOLT TABLE FR AME LINE 5 LOC ATION ER-1 ER -2 Column s MEMBER TABLE FRAME QUAN •2 .1 .1 ·1 ·1 .8 . 1 . 1 2 '2 2"~ 12 J EC-1 LINE 5 MARK EC-1 EC-2 EC-3 ER-1 ER-2 G-1 G-2 G-3 G-4 CB-1 DESCRIPTION RE V ISIONS QUAN TYP E 8 A3 2 5 4 A325 PART PCE08354 W8x10 W8 x 10 W8x18 W8x18 PZE08254 PZE08254 PZE08354 PZE08252 3 8" STR \710 MARK 1 FB30 LENGTH 16 -6 11 16 . 19'-9 3 8"· 19'-9 3 /8"· 30 . - 4 1 5 /1 6" . 30 ' -4 15/16" . 18'-8 7 /8'~ 19'-6 1/4"" 19'-6 1/4"· 19 '-6 1/4". 25 '-0". APPRO V ED Tak ing Pride In Building Excellence PAC£ No. RICH ......as 600 COUNTY RIJ 352 RIFLE, CO 8 t 650 R£~ 7 /JAT£: 12/ 7/07 : : = : = ~ ~ ~ ~ : : l{) ~ ~ l{) = ~ ~ ~ l{) ~ : l{) I I ~ ~ l{) ~ I I I I I ~ l{) ~ I ~ l{) ~ I . . . I I l{) ~ I . N N N I I I ~ ..... N ~ ~ I I N N N N 0 0 Ol 0 0 N N N N 0 OJ . co co ()) N N N N ENOWALL SHEETING & TRIM : FRAME LINE 1 PANELS : 26 Go. MK -Light Stone 42"~ 12 0 0 : : : : : ~ ~ ~ ~ : : : ~ ~ l{) ~ ~ l{) l{) ~ : ~ l{) I I ~ ~ l{) ~ I I I I I ..... l{) ..... l{) ~ l{) ~ I I I . . N N N N . I I I I I ~ ~ ~ 0 I 0 0 N N N N N N N N 0 0 Ol Ol !X) ·ro ()) N N N N ~ ENDWALL SHEETING & TRIM : FRAME LINE 5 PANELS: 26 Go. MK -Light Stone ~ 2"~ 12 0 0 = ~ l{) ~ l{) I I I 0 ()) !X) co ~ ~ 2"~ 0 0 : l{) ~ I ~ l{) I I Ol !X) !X) ..... REV SEN TINEL BuiLDING SvsrrHs A DtV11Dt arGl.OBAL )•IIIU•IIU, IJC. 237 SOUTH 4TH ST AlBION. N£ 68620 (BOO} 327-0790 12 0 ••••«:• TRIM TABLE FRAME LINE 1 & 5 OlD QUAN PART 1 · 4 ITOCRL · 2 -4 ITRT20 . 3 .4 ITRT14 4 -2 IT-PBF 5 ·4 IT -RTC DESCRIPTION REVISIONS Taking Pride In Building Excellence RICH LENGTH 20-3 20 '-3" 14'-3" 2'-0" 6 7 8" APPROVED PACE No. j l I I I ! I I I I I I l I ! I I t <X) I in : 0 0 I I in Co ~ : <X) I ;..., : <X) I ;..., 2 25 '-0" E-1 DH-1 t 0 I ·..r ~ =::::::" ~ -- - - t...J J EC-1 ~·-o·l 12 '-0" N I -., 0 G-6 G-7 IIIW G-6 G-7 I f30101 w wa IWALKI DOOR G-6 G-7 I III m== I I @-:_ ::J i c I J RF1-1 10'-0" 1·-oJ 100'-0"0UT-TO -OUT OF STEEL 3 25'-0" E-1 DH -1 'o I ·..r 12'-0" G-6 m G-6 f30101 III N lll==~~===;;;;;ol 3 IWALK I DOORG-6 I III I I I m III ttl RF1-1 I 10'-0" J G-8 G-8 f30101 I WALK I IDOORIG-8 I I L L 10'-0" 4 25'-o" 25 '-0" E-1 E-1 DH -1 DH -1 G-7 G-8 =m I '"'III;;===~~==ll N I -., 0 t 0 0 I G-7 G-8 ~ I I "..r (3~W f30101 -., "..r ~ 0 ~ IWALKI G-7 V DOOR G-8 JIII I I ----L---::J: :± ----J C _l I J RF1-1 J 12'-0" k-o~~ 10'-0" J 12'-0" SIDEWALL FRAM ING: FRAM E LINE D (G u tter with 3 down spouts) 5 I~ I G-9 -.,I -==== 0 I~ ----: c I...J EC -1 ~·-o·l MEMBER TAB LE FRAME LINE 0 QUA N MARK A OJ-1 4 OJ-2 · 4 OH -1 ·4 E-1 . 3 G-5 -6 G-6 ·6 G-7 ·6 G-8 ·3 G-9 SP EC IAL BOLTS PART PCE08 356 PCE08354 PCE08356 EAVEL02 PZE08256 PZE08256 PZE08256 PZE08256 PZE08256 LEN GTH 1 7 -1 11,2 . 17'-1 1/2". 12' -0". 24'-11 1/2"· 2 '-7 1/2 " . 8'-1 1 3/8"· ,. -11 3/8 "· 8'-11 3/8". 2'-7 1 /2 ". 0 10 QUAN TYPE OIA L ENGTH WAS H 1 2 A3 2 5 1 I 2 1 1 I 4 1 TR IM TABL E FRAME LIN E 0 010 QUAN PART 1 · 2 ITOCRL 2 · 2 ITSGEC 3 . 2 IT -OCB 4 ·5 1 IT-GS- 5 . 5 ITSG20 6 ·1 0 ITET1 0 7 · 12 ITHJ 14 8 · 12 ITHT14 LENGTH 20 -3 5" 1'-8" 6" 20'-3" 10 '-3" 14'-3" 14'-3" CONNECTION PLATES FRAME LINE 0 0 10 QUAN MARK/PART 1 · 18 RFG IRT 2 · 8 JMES '\ Note: Girts below 7' -4" may be cut in t h e fie ld to a llow installation of field located walkdoors and windows . 00 00 0 .-------------------------------------------------------~~----------------------------------------------------. 000 35 .0" OF CLEARANCE FOR OVERHEAD DOOR AT THE EAVE, 43.8" AT THE FIRST PURLIN LOCATION. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WIL L HAVE ADEQUATE CLEARANCE . 0 t : : • : t : ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~~ I I ;..., ;..., ;..., ~~ I I ;..., ;..., <V ~ : • • • : t . : : : ~ ~ ~ ~ ~ --~ -~ I I I I I I I I I I Co Co Co Co Co Co Co Co Co Co ~ ~ ~ ~ ---~ -- ~ ~ 0 0 <~ 0 <~ ~ . : : : ~ ~ ~ ~ ~ ~ ~ ~ I ~<i I I ;..., ;..., ;..., ~ t : . t t ~ -~ ~ ~ I I I I I Co Co Co Co Co ---~ - ~ 0 ~ 0 t ~ ~ I ;..., t t • ~ --I I I Co ·co .<X) --- <~ 0 : : ~ ~ ~ ~ I ;..., ~ <~ : -I ·ao - 0 I I I I l II I~ I I I I 0 ---- -- -- --~----......---........---- - -- -........ __. _ _..__....___..__ ......... ~ .......... -.>--- --- - -............ _......_~_._.__,.........___. --- --_._.___......_j__. SIDEWA LL SHEET ING & TRIM: FRAME LINE D PANE LS: 26 Go. MK -Light Stone REV 1 DE SC RI PTION DATE I APPROVED REVISI ONS PACE No. ---------Taking Pride In Building Excellence SENTINEL BUILDING SY S TEHS"'-r:~=.,--------=.----------------------·8J;;;-;OB~,2N:;;-;U3;-;;; ... B:.;;ER 6 ::-, -6-~ t-+-------J A DMIDf EJGLOBAL NA.-ICL K 237 SOUTH 4TH ST RICH AlBION. N£ 68620 ""'"""' 600 COUNTY RIJ 352 (BOO) 327-0790 Dtt:'T 1:' r11 01~1;11 1JESICN: K!' REV: {) n ~ lftt:t. 4 " / '1' /n'T 7 MEMBER TABLE ' FRAME LINE A 5 0 QUAN MARK PART LENGTH 1 1 00' -0" OUT-TO -OUT OF STEEL 4 DJ-1 PCE08356 1 7 -1 1 1,2 4 .3 2 4 DJ -2 PCE08354 1 7 '-1 1 /2" 25 '-0" 25'-0" 25'-o" 25'-0" 4 DH -1 PCE08356 1 2 '-o" 4 E -1 EAV EL02 24 '-11 1/2 " I ·3 G-5 PZ E08256 2'-7 1/2 " _@) ~ <iA_ ~ <iA_ V<D ~ p _@. 6 G-6 PZE08 256 8'-11 3/8" E-1 E-1 E-1 E-1 ·6 G-7 PZ E08256 ,. -11 3/8" : 12] ~ ~ 1 6o.3o I !Z ~ 1 6030 I 160.30 liZ ~ 160.30 112: ~ ·6 G-8 PZE08 256 8'-11 %~" I 00 2'-7 1 2" I LWINDOW_j LWINDOW_j L WI NDOW_j L WINDOW_j •3 G-9 PZ E08256 Lo ~ DH-1 G-6 G-7 DH-1 G-6 G-8 DH-1 G-7 G-8 DH-1 .~ SPECIAL B OLT S [I] rn= m IIJ w IW o ID QU A N TYPE OIA LENGTH WASH I 0 0 1 2 A325 1 /2 1 1/4 1 I I Lo ' (o ' ' : G-5 ~ 0 N G-6 G-7 ~ 0 N G-6 G-8 N 0 I G-7 G-8 N 0 I I~ TRIM TAB L E ~ I I I I I I I I I I : ====:. ..., ".q-..., f 307 0 1 w rn= ..., ".q--, 13075i m IIJ f30751 ..., ".q-3~~ 1rn f3 070l ..., ".q-..:, FRAME LINE A 00 ~ 0 0 0 0 0 0 I I ~ ~ IWALK I ~ IWALKI IWALKI ~ IWALKI ~ 0 10 QUAN PART LENGTH ir> DO OR G-6 G-7 1 DooR 1 G-m 1 Doo~ G-8 G-7 n DOOR G-8 .~ 1 ·2 ITOCRL 20-3 ' I [I] rn= tD IJ IW I 00 2 -2 ITSGEC 5" I @--v I I I I I I 3 I I I ir> ::J :± L I L L "' :1 ± --·=== 3 ·2 IT -OCB 1 '-8 " ===='-----,_--1·==J -----I~ ~----'--------4 ·5 1 IT -GS-6 " w J [ [ J C ...J I J [ u EC-1 RF 1-1 RF 1 -1 RF l -1 EC-1 5 ·5 ITSG20 20'-3" ~·-o~f J 1o '-o" -~·-ol 12 '-0 " l 10 '-o" I 10'-0" I 12 '-0" 6 ·-o·~ 10'-0" I 12'-0 " 6_·-o·~ 6 . 10 IT ET 1 0 10'-3" I 12'-0" 7 ·12 ITH J 1 4 14'-3" 8 "12 ITHT1 4 1 4'-3" SID E WALL FRAMING : FRAM E LI NE A CONN ECTION PLAT ES I FRAME LI NE A D ID QUAN MARK/PART 1 . 1 8 RFGIRT 2 ·8 JMES I No t e: Gi rts be low 7 ' -4" ma y be cut i n the f iel d t o allow in sta ll ation of I fie ld located wolkdoors ond cp ~ ~ ~ cp windows. " I (Gutter with .3 downspou t s) 35.0" OF CLEAR ANC E FOR OVERH EAD DOOR 00 ~ <2>00 AT TH E EAVE , 43.8" AT THE FIR ST PURLIN 0 0 LOCATION . CHECK WITH OV ERHEAD DOOR I ' : ' : ' : : : : ' ' : : ' I SUPP LI ER TO EN SURE TH E DOOR WILL ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I HAVE ADEQUATE CL EARAN CE. ~ ~ ~ ~ ~ ~ ~ ~ -~ ~ ~ ~ ~ I ~ I I I -:,(j ~-:, I ~ I I -:,<;, ~~ I ;...., ir> ir> ir> ir> ir> ;.., ir> I I ~ ~ ~ 0 I ,.- ' : . ' : : : : . ' : ' . : : : : . ' I . ~~~0 REGt& ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I I l ~~.~········~~ 0 I I I I I I I I I I I I I I I I I I I 0 (o ·co (o (o (o (o (o (o (o (o (o (o (o (o (o (o ·co (o ·co ~-~ { ~ .•''"-"' Ll.i.o.._ • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I I ljl~ <o' ; 0 ~ ~ 0 <~ 0 <~ 0 0 0 ~ ~ <~ 0 <~ ~ I i;t 27164 ~ } I ~ k t !§l I .... .. . l ------------I ~:········ ~-' ----------_ulONAl £ ~< r;:o1 S I D E WAL L S H EETI NG & TRIM: FRAME LINE A :ret.~ \ PANELS: 26 Go . MK -Light Stone I RE V I DESCR I PTION DA TE I APPROVED REVISIONS ' -------Taking Pride In Building Excellence PACE Ho. SE:NTINE:L BUILiliNti SYST E:MS -..o:CT J3i366t A DIVIIP CFGLOBAL .. M.RKI. K RICH 237 SOUTH 4rH sr AlBION. N£ 68620 ~ 600 COUNTY RlJ 352 OESICH: Kl' /0 (800} 327-0790 REV: RIFLE, CO 81650 OAr£: 12/ 7/07 A h----- N w u ' <{ o~.o. _I~ OVI I') 1... 0 0 0::: I') w u : <{ o~.o. .. ~ OVI I') 1... 0 0 0::: OJ-'---- ~ 01 W I I I I <{ VI "C--1 I I Nl 01 WI I I I I I I I I') I 01 WI I I I I I I ~' 01 w, PURUN LAP GENERAL NOTES : 25'-0" E-1 ] [ P 1(Typ) ER-1 P 1 (Typ) ER-2 ] [ E 1 100'-0"0UT-TO-OUT OF STEEL 25 '-0" 25'-0" ~ ~ I I 1... ~Cift E-1 ~ ~~ft E-1 ~ P-.31Struf} 1!9/ ] @} j ~-2(Typ)/ P 2(Typ) X RF 1-2 7 ~ ~ RF1-2 v ~ ~ ~ ~~ ....:::02) @: ~2(~ P 2(Typ) ~ ~ ~ ~ RF1-~ / RF1-2 X ~ c.; ~ ~ / P-.3(Strut) @s ] ~ E-1 ..._ 1 1 1 E 1 1 I 1 1... 0::: 1... 0::: 2'-1~ 2'-1 J/-4" 2'-1~ 2'-1 J/-4" ROOF FRAMING PLAN NOTE: Refer to the rigid frame cross section drawing c __ ---L -'---L -1------1 --...J ....... ! ..... -..... ~---..-..-.'---·· ...... -'--••'- ~lift [ RF1-2 RF1 2 [ (!)' I '<..!> 1... 0::: 2'-1~ 2'-1 J/-4" 5 25'-0" E-1 ] [ ~ 10 w P-1 (Typ) I I ,._ I ER-2 In I u lw I I <{ VI P-1 (Typ) I ] I I IN ER •10 1 lw II I II I Jl I - [ 10 .,w E-1 REV SENTINEL BUILDING SYSTEMS A Dlv1101 orGl.OBAL MulttKL K. 237 soorn .frH sr AlBION. N£ 68620 (800} 327-0790 0 E3 {.34) MEMBE R TABLE RO OF PLAN QUAN MARK · 28 P-1 · 28 P-2 ·2 P-3 .8 E-1 · 4 CB-2 · 4 CB-3 SPEC IAL BOLTS ROOF PLAN 0 10 QUAN 1 2 ROOF SHEETING PANELS : 26 Go. MK - Ash Groy DESCRIPTION REVISIONS PART PZE10252 PZE10252 PZE10256 EAVEL02 3/8" STR 1 4" STR TYPE A325 Talcing Pride In Building Excellence RICH ~ 600 COUNTY R/J 352 orli'r"' rn J)ft:J;n LENGTH 27 -1 1 2 ' 29'-3 1/2". 29'-3 1/2". 24'-1 1 1/2"· 29'-7". 25'-o" WASH APPROVED PAC£ No. R£V: I f nA 'T'Ii'· 1 ? / 7 /n7 I NOTE: IF BUILDING HAS AN END'WALL OVERHANG, PLACE THE GABLE RAKE ANGLE, ON THE BOTTOM OF THE PURLIN END OF BUILDING GABLE RAKE ANGLE V 1!12 S . D. SCREV ~ ROOF PURLIN 'WELDED PLATE END'WALL RAFTER 0 BOLTS, 0.5'xl.O' 0 <2> REQUIRED PLACED DIAGONALLY 0 RAFTER FLANGE BRACE\ ~SECTION THRU ENDIJALL RAFTER l /2'xl' A307 BOLTS USE <2) PER I.IELDED CLIP ENDVALL GIRT/ / ~ CORNER COLUMN~ ~ CORNER COLUMN TO VALL GIRT END'v/ALL RAFTER BOLTS, SEE END'v/ALL DRA'v/ING FOR DIA &. TYPE 'WASHER COLUMN SIDE END'v/ALL COL UMN <ONE SHD\JN, T\.10 END'WALL RAFTER VIDE FLANGE END'WALL COLUMN BOLTS, SEE END'WALL DRA'W ING BOLT TABLE @"~~~::L L RAF TER TO COLUMN @ ENDIJALL RAFTER TO COLUMN BASE PLAT BASE PLATE TO ENDVA LL COLUMN OR DOOR JAMB U IIQ.IVG BASE PLAT END'WALL COLUMN BASE PLATE TO ENDVALL COLUMN OR DOOR JAMB nlmM RE V SENTINEL ~ILDING SYSTEMS A DtYIJOt OBAl lrM"~""' "' 237 SOUTH 4TH ST ALBION, N£ 68620 (800) 327-0790 l /2'xl' A307 BOLTS I.IELDED CLIP \JALL GIRT ~ENDIJALL COLUMN TO IJALL GIRT ~ 0 0 0 0 0 0 0 0 L ____ J T- SEE END'WALL DRA'WING FOR BO LT DIA AND TYPE . RA FTER SPLICE AT SURFACE CHANGE DESCRIPTION REVIS I ONS Taking Pride In Building Excellence RICH .......... APPRO V ED PAC£ No. """""' 600 COUNTY RD 352 REV: I. r-~R~1F.~Z~E~.~C~0~8~16~5~0~~------------~M~~~ .. -,=2/~7/I~o7~ ~ NOTE: I REVIE\J RIGID FRAME CROSS SECTION DRA\JING FOR THE NUMBER OF FLANGE BRACES AND THEIR LOCATION. THERE MA Y BE 0, 1 OR 2 FLANGE BRACES REQUIRED . !NOTE : I RE VIE'W RIGID FRAME CROSS SECTION DRA\JING FOR THE NUMBER OF FLANGE BRACES AND THEIR LOCATION . THERE MAY BE 0 , I OR 2 FLANGE BRACES REQUIRED. NOTE : ORIENT THE BOLTED ROOF CLIP 'WITH THE SHORT LEG PURLIN FACING UP . rBSS CLIP IS FASTENED TO UNDERSIDE OF PURLINS \II (4) 112 SD SCRE\IS RIGID FRAME---_ INSIDE FLANGE ~ ,,. \_ l/2'xl l/2' 1 ; A307 BOLTS1 ; FBSS CLIP I I; 1 ;' ........__RAFTER 1 ; FLANGE 1 ; BRACE RIGID FRAME RAFTER ROOF PURLIN TO INTERIOR FRAME RAFTER DOOR JAMB 'WELDED GIRT CLIP 'WALL GIRT l /2'xl' A307 ~ALL GIRT TO DOOR JAMB COLUMN FLANGE BRACE 'WALL GIR BOLTS, 0.5' x 1.0' RIGID FRAME <TYP) <2> REQUIRED /GIRT OUTSIDE FLANGE ~ 'WALL GIRT TO FRAME COLUMN #12 S .D. SCRE'WS JMES CLIP FIELD LOCATE EAVE STRUT DOOR JAMB DOOR JAMB TO EAVE STRUT GABLE RAKE ANGLE 1/2' X 1.0' A307 BOLTS 'WASHER ON EA VE STRUT SIDE NOTE : IF BUILDING HAS AN END\JALL OVERHANG, PLACE THE GABLE RAKE ANGLE ON THE BOTTOM OF THE EAVE STRUT . ENDYALL RAFTER EAVE END PLATES 1/2' X 1.0' A30 7 BOLTS, 'WASHER EA V E STRUT SIDE THE 4' LEG OF RAKE ANGLE RUNS ALONG THE END\JALL RIGID FRAME @TO FASTEN 'WALL SHEETS TO THE BUILDING . QD COLUMN EAVE STRUT TO END~ ALL RAFTER J 1 EAVE STRUT TO RIGID FRAME - DOOR HEADER \IEL DED END PL. DOOR JAMB DOOR HEADER TO DOOR JAMB REV BRACE GRIP DEAD END CABLE EYEBOLT SLOT IN 'WEB TO INSERT HILLSIDE 'WASHER AND EYEBOLT OR 'WEB HILLSIDE /'WASHER / __... FLAT 'WASHER NUT DIAGONAL CABLE, EYEBOLT END DESCRIPTION REVISIONS ialcing Pride In Building Excellence RICH 237 sourn 4rH s r AlBION. N£ 68620 (800) 327-0790 .,.,.... 600 COUNTY R/J 352 RIFLE, CO 81650 APPROVED PAC£ No. 3 SIDEVIALL COLUMN BASE PLATE PLAN ELEVATION ~ANCHOR BOLTS AT SIDEVALL COLUMN 1- / BOLTED END PLATE TOP FLANGE VIEB BOTTOM FLANGE 0 0 0 0 0 0 0 0 0 0 y TOP BOLTS, SEE DRAVIING FOR SIZE . --!NTERMEDIA TE BOLTS , THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR . y BOTTOM BOLTS, SEE DRAVIING FOR SIZE. """--EXTENSION BEYOND FLANGE IS OPTIONAL AT TOP AND BOTTOM BOLTS FOR RIGID FRAME CONNECTIONS 1-1/2' • 1-1/2' OPT IONAL NOTCH \I(DGE ANCHORS SPACED JO ' o .c . HAX AND AT BOTH (NOS OF" EACH PIECE 01" ANGlE. BUILDING VARRANTY VOID 1r SPACED GREATER THAN THIS BAS( ANGLE 1/4 ' \I(DGE ANCI6 Ir NOTCH IS NOT USED, AND BAS( TRIM IS TO B( USED. THE TRIM MUST BE MOUNTED I 1/2' BEL0\1 TH( riNISH(O rLOOR Apply Mutic: und•r bon ongt• only If bCLS~ foo" CIOSUt"".l 0-,... USfd Q SECTION THRU VIALL PANEL ~ AND CONCRETE FOUNDATION '-FRAME COLUMN ....... EQUALLY SPACE STABILIZERS BETVIEEN RIGID FRAMES AS SHO\<IN IN ROOF' f'RAMING PLAN STRUT PURLIN AT EAVE STRUT 0 0 0 0 0 0 0 0 0 0 y TOP BDL TS, SEE DRAVIING FOR SIZE. --INTERMEDIATE BDL TS, THE NUMBER OF TOP DR BOTTOM BOLTS GREATER THAN FOUR . y BOTTOM BDL TS, SEE DRAVI I NG FOR SIZE. EXTENSION BEYOND FLANGE IS OPTIONAL, AT TOP 8. BOTTOM . ~BOLTED END PLATE CONNECTION ~ AT BUILDING PEAK REV SENTJNEL BUILDING SYSTEMS A DIVJI!Df tJ{iLQBAl ... .ru••cs.. K. 237 sourn <~rn sr AlBION. N£ 68620 (800} 327-0790 DESCRIPTION REVISIONS Taking Pride In Building Excellence RICH AllOIIt$S 600 COUNTY RD 352 DTIN&' r11 D1~J::I1 APPROV ED PAC£ No. nA'I'P· 1~/ '7 /n? I I ' ' ' STANDARD ENDWALL BRACING ! f=' != THE STANDARD BEARING ENDWALL FRAME UTILIZES THE DIAPHRAM FLANGE BRACE I ACTION OF THE WALL PANEL TO EAVE STRUT TRANSMIT LATERAL WIND OR SEISMIC PURLIN ' FORCES TO THE FOUNDATION. IF THIS RAFTER ~ ' DIAFRAM ACTION IS INADEQUATE TO I RESIST THESE FORCES ONE OF THE FOLLOWING METHODS WILL BE USED PURLIN CLIP I TO SATISFY TH REQUIREMENTS. ~ VGIRT EAVE STRUT CLIP r ' COLUMN~ I GIRT CUP Pceowe I d:G ·.·~ I . ·: ,.; ..!! OPTIONAL CABLE BRACING ' . •;, ' ·;.' . -' ...... ! • -/ t . -=,;.:-· .. ,:. WHEN DIAPHRAM ACTION OF THE PANELS ,' ,_. '; ,' .. I'-. ·.-. I ... '~ IS INADEQUATE, THE FIRST ALTERNATIVE IS ,., v. . 8 ,_, TO ADD CABLE BRACING BETWEEN ENDWALL ,., '~ ,., COLUMNS. IN CASE, FLUSH GIRTS WILL RE- I 1.1 0 , / "'"' t e QUIRE FIELD SLOTTING TO ACCOMODATE THE ,., '~ ~· -@ " v ""-CABLES. CABLES CAN ALSO BE ADDED TO THE ' ~ ' ' ' ' ' ROOF BETWEEN ENDWALL RAFTERS AND MAIN ~ (;; tt·l ""' tc-:~o-,,., «·• tt-l• I • FRAME TO TRANSFER THE LATERAL FORCES OF ::.:. THE ENDWALL. · . . .. I . "'-'JV OPTIONAL HALF LOAD FRAME l A MAIN FRAME MAY BE USED INSTEAD I I OF A BEARING END FRAME. IF CABLE BRACING I OPTIONAL FIXED BASE CORNER COLUMNS COULD NOT BE USED ! . t I IF THE ENDWALL FRAMED OPENINGS ARE PLACED THAT CABLE BRACING CAN NOT BE PLACED, THEN FIXED BASE ' r CORNER COLUMNS MAY BE USED. FIXED • CORNER COLUMNS WILL INDUCE A MOMENT TO THE FOUNDATION REQUIRING SPECIAL FOUNDATION DESIGN ' ' ' ' ' ' ' tt-L «·~ "'" [C•3 «·• [C·L• REV I DESCRIPTION I DATE T APPROVED ' NOTE PANEL DIAPHRAM ACTION IS STANDARD REVISIONS ~ Taking Pride In Building [xcel/ence PAG£ No. ALL OTHERS ARE OPTIONS SENTINEl !6uu DING SYSTEMS PROJCCt JOE NUHBER: 1-. Dlviii[J< LOBAL ~IIOJHRIU. t><;. 237 SOUIH 4TH ST ALBION, N[ 68620 AP~SS iJ[SJGN: JLS (800! 327-0790 R[V• /5 ' h......, DAT[• <I 310? TK____ SCREWS ® EACH GIRT BASE TRIM JAMB TRIM P/N ITJT__ HEADER COVER P/N ITHJ__ JAMB COVER JAMB TRIM HEAD TRIM STRIP OF MASTIC TK____ SCREWS EACH SIDE OF MAJOR RIB ROOF SHEET INSIDE CLOSURE EAVE TRIMI---1 P/N ITET __ LAPTEK SCREW -llo.,._++X ® 12" O.C. OUTSIDE CLOSURE SIDEWALL SHEET- EAVE TRIM CORNER TRIM \ w JAMB TRIM HEADER JAMB COVER STANDARD TRIM PLAC[M[NT (DOOR HEADER r' • SIDEWALL SHEET-- INSIDE CLOSURE~ LAPTEK SCREWS r ® 12" O.C. --ENDWALL SHEET h .. ~ TK____ SCREWS !<--' @ 12" o.c. "=;::= ~~====~ -SIDEWALL GIRT HEAD TRIM_/ I P/N ITHT__ "'*"~""-+-~ TK ____ SCREWS ® EACH GIRT HEADER COVER P/N ITHJ__ J tlSIDEWALL SHEET CORNER TRIM J P/N ITOC __ HEADER COVER HEAD TRIM LAPTEK SCREWS @ 12" o.c. CORNER TRIM TK ___ SCREWS @ EACH PURUN TK____ SCREWS @ 6" O.C. TO ANGLE LAPTEK SCREWS l ® 12" O.C. STRIP OF MASTIC (ROOF SHEET ~r'F---'-- REV EAVE TRIM RAKE TRIM-- P/N ITRT_ SHEET ANGLE:-------\----f---l-1 4" X 2" 16 GA. LAPTEK SCREWS -llo.,.._~ @ 12" O.C. OUTSIDE CLOSURE ENDWALL SHEET-- RAKE TRIM DESCRIPTION REVISIONS LROOF PURLIN (BEYOND) Taking Pride In Building [xcellence SENTINEl Buu DING SYSTEMS PR!l..Etl JOB NUMBER• A DrviSID< D'GLOBAL }tlliURIU, lfC. 237 SOUTH 4TH ST ALBION, N[ 68620 (800! 327-0790 D£S/GM JLS APPROVED PAG[ No. 1 1/J I 1. I I I I 1. I I I I I LOCATION OF CLOSURES & TAPE SEALANT PRE-FORMED RIDGE CAP~---=~-------=J:~ T'vJO BEADS OF MASTIC - O.S. CLOSURE I.S. CLOSURE ROOF PANEL r I.S. CLOSURE 'vJ I MASTIC ON NON-ADHESI E SIDE --------~ \_EAVE STRUT / 'vJ ALL PANEL ANGLE/CHANNEL 1 1/2" BASE LAP SECTION THROUGH SIDEwALL NOTES: 1. ALL BUILDING MODELS HAVE MASTIC IN ROOF PANEL SEAMS. 2. FORTRESS BUILDING MODEL HAS MASTIC IN wALL PANEL SEAMS. 3. REVERSE -ROLL PANELS REVERSE THE LOCATION OF CLOSURES, TOO. \RIDGE ROLL <Std on Vo.luMo.ster) O.S. CLOSURE <MASTIC TOP 8. BOTTOM OF CLOSURD RAKE TRIM\ ROOF PANEL\ STRIP OF MASTIC O.S. CLOSURE \ROOF PURLIN I.S. CLOSURE /'vJALL PANEL ANGLE/CHANNEL 1 1/2" BASE LAP SECTION THROUGH ENDwALL REV SENTINEL BuiJ nwG SYSTEMS PI!OJm A DtvlSICI< !7Cil0BAL 1/wsT~ICS. lt<e. DESCRIPTION REVISIONS Taking Pride In Building [xcE'Ilence JOB NUMBER' APPROVED PAG[ No .. 237 SOUTH 4TH ST ALBION, N[ 68620 (800) 327-0790 Atii>RtSS D[SJGN: ~----------~R[~V·~~ 11 CLO~LIX.d•p DAT[: )/06/05 RAKE TRIM (ITRT__) LAPTEK SCREWS ® 12" D.C. BOTH LEGS~ PEAK BOX (IT-PBF) LAPTEK SCREWS UL-60 ROOF TK ____ SCREWS ® UL-90 ROOF TK____ SCREWS ® 12" D.C. AT PURLINS 6" D.C. AT PURLINS RIDGE CAP r ROOF PEAK PURLIN TK____ SCREWS ® 6" o.c. ROOF SHEET _r--RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH PURLIN ENDWALL SHEET, USE TK____ SCREWS ® 6" D.C. AT RAKE ANGLE ROOF AT PEAK/PEAK BOX MASTIC TO -- t:: RETURN MASTIC DOWN PURLIN BEARING EDGE AND RETURN 6" APPLICATION DETAIL IN PLACE PANEL UL-90 ROOF TK____ SCREWS ® UL-60 ROOF TK____ SCREWS ® 12" D.C. AT PURL!NS 6" D.C. AT PURLINS~ ROOF SHEET~ RAKE TRIM (ITRT __ ) ""' LAPTEK SCREWS ® 12" D.C. BOTH LEGS~ RAKE TRIM CLOSURE (IT-RTC), POP-RIVET TO RAKE TRIM ENDWALL SHEET/ TK____ SCREWS ® 6" D.C. AT BASE OF ROOF SHEET TK____ SCREWS ® 6" D.C. AT TOP OF WALL SHEET EAVE TRIM (ITET__) LAPTEK SCREWS ® 12" D.C. TK____ SCREWS ® 12" D.C. AT GIRTS BASE ANGLE OR CHANNEL TK ____ SCREWS ® 6" D.C. AT BASE OF WALL SHEET ~SIDEWALL SHEET ~CORNER TRIM (ITOC __ ) LAPTEK SCREWS ® 12" D.C. BOTH LEGS ENDWALL/SIDEWALL CORNER MULTI-RIB SHEETING (NOTE: IF NO INSULATION IS PRESENT USE TK2125 SCREWS, IF WALL INSULATION IS UNDER 6" USE TK2150 SCREWS, IF INSULATION IS 6" OR GREATER USE TK2200 SCREWS.) REV SENTINEl BuiLDING SYSTEMS A DIVIli[J'I (F(,LQBAL i<tuSTRits, INC. 237 SOUTH 4TH ST ALBION, N[ 68620 (800) 327-0790 DESCRIPTION REVISIONS Taking Pride In Building [xcellence Pf«<JECI APDR'ESS JOB NUMBER: D£S/GM JLS R£V• APPROVED PAG£ No. If" I I! l I ENDwALL SHEETING CORNER CUT DETAIL l I ~ ' I --f.- -~---- ---- TOP OF ROOF SHEETl 24" -I --I ---l SHEET -------------ANGLE -- END\JALL SHEETING- ~ USE FOR 2 12 ROOF SLOPE ONLY TOP OF ROOF SHEETl 1-----30" ----• ~------'-'<)- '-.,. .---< f (\J l SHEET ANGLE 10" ! END\JALL SHEETING- I USE FOR 4 12 ROOF SLOPE ONLY TOP OF ROOF SHEETl ~-----28" ----1 1 ~ -----====---_L '-.,. .---< ------r, (\J l SHEET ANGLE END\JALL SHEETING- USE FOR 3 12 ROOF SLOPE ONLY NOTES: CD MAKE CUTS ON OPPOSITE CORNER FOR wALL SHEETS ON OPPOSITE SIDE OF THE RIDGE. (2) BUILDINGS wiTH SLOPE LESS THAN 2:12 NEED NO FIELD MODIFICATION TO ENDwALL SHEETS ENDwALL SHEETS. (3) ALTERNATE METHOD FOR TRIMMING ENDwALL SHEETS IS TO INSTALL AND USE SHEET ANGLE AS GUIDE FOR CUTTING CORNER ON SHEETS. REV DESCRIPTION APPROVED REVISIONS Toking Pride In Building [xce//ence PAG[ No. SENTINEl Btm DING SYSTEMS PRDxcl JOB NUMBER• A Dlvi~I!J< IIFGLOBAI.. ioWSTRii:,. IHC- 237 SOUTH 4TH ST ALB/ON, N£ 68620 "-" (800) 327-0790 D[S/W JLS Rrv, ;a . . nATr. Jf I 7/rl~ -, ' ~ rf rf ' rf I ~ 0 I 0 0 0 I 0 0 0 lw I -5/16" D!A HOLES I I I§ I 1\:i l1 0 I~ 0 ' I ;tO :~ I '«> ' l::l 0 lfll 0 J9/16" D!A ~ES ... J9/16" D!A HO~ 11 11 t:l ' I If;:; I I I I"' I 1 .. I 1 .. I I 1" I l 0 0 2" I I 5" I I. I 1"117/8"1 2 3/8" I I 1" I I 1 .. 11 7 /8" 11 7 /8" I I 1" I 3 1/2" 4" 1 9 3/4" 9 3/4" 1---"o. 'j \ _Lro '- I I f--3"--rT- ' ' --."o. -."o. l r \ _l'~ \ _l '«> ---,-;:;---,-;:;- 7" 7" TYPICAL USE PART TYPICAL USE PART TYPICAL USE PART GIRT TO COLUMN 76830 GIRT TO COLUMN 76830 DOOR JAMB JMES TO EAVE STRUT r 9/16" D!A HOLES ' I -1-,--9/16" D!A HOLES I ' I~ 1\:i 1 1/4" l::l l::l --1-· ... 'N t:l t:l If;:; lf;i 2" '--I"' I"' 0 ... 0 -1-I 1-c-I ' 1 1/4" -l_ 12 1/8" ~~ .. 7/8"11"1 I I 2 1/8" ' 1 7/8"' 1" 5" r -.."o. r 1---"o. STANDARD CLIPS THAT MAY BE \-, ·y I \ I ro \ _Lro SUPPLIED WITH BUILDING. '-'--3"--r~-j--3"--(T- REV j_ DESCRIPTION I DATE I APPROVED REVISIONS ~ Taking Pride In Buildinp [xce!lence PAG[ No. SE!HJN[I B~l!l DJN!j SYSTEMS: A Dw11.., ..ct.OBAL """''""'· oc.. -Lt! JOB NUMBER• TYPICAL USE PART TYPICAL USE PART 237 SOUTH 4TH ST FOR SHEETING ATTACHMENT POINT FOR SHEETING ATTACHMENT POINT ALBION, N[ 68620 ·~"""" D£SlGN. TLH AT THE CORNERS OF BUILDING CGC6 AT THE CORNERS OF BUILDING CGC4 (800) 327-0790 R[V; :J-0 ,.,,_,,_..,. [!AT[, !161(}5 ~~-----G_U_T_T_E_R_S __ A_N_D __ D_D_w_N __ S_P_D_U_T_S __ A_R_E __ A_N_D __ PT_I_D,N __ T_H_A_T __ M_A_Y __ N_D_T __ B_E_P_R_E~S~E~N~T~D~N~T~H~I~S~B_U~IL_D_I_N_G_. ---4 I INSIDE CLOSURE-LAPTEK SCRE'WS USE THIS METHOD FOR ."-.._ r- / LAPTEK SCRE'W !'---PDP RIVETS AND CAULK -j . @ 12' D.C. • BOTTOM SIDE OF GUTTER SHO'WN -------C LAPTEK SCRE'W • 1 ~ ~ f) ~ @ GUTTER STRAPS OUTLET HOLE J ,--\ rAVE TRIM TK SCRE'W ~ ~~ ~K ____ SCRE'W CSEE-NDTE A) ~\ ~/ CSEE NOTE A) 1'\. '-~ LAPTEK SCRE'W L I " " @ 12' D.C. J = "\~STANDARD GUTTER EAVE STRUT ~ ~ GUTTER OUTLET "'--OUTSIDE CLOSURE SIDE'WALL PANEL 1-It> ol I DD'WN STRAP SEE DETAIL A-A f"-.- N VDD'WN STRAP I"" t> ol/ ~LBO~ ... -. . . • (l.p o, c~ FASTEN TO DD'WNSPOUT -"-r--. pUTLET 'WITH 1 ~POP RIVETS TYP C4) PLACES DO'WNSPOUT CONNNECTIDN/ GUTTER LAP DETAIL CUT TO FIT FORMED OUTLET GUTTER CUT OUT FOR OUTLET ATTACHMENT GUTTER LAP USE THIS METHOD FOR BOXED TYPE DOW'NSPOUTS. BOTTOM SIDE OF GUTTER SHOV/N •"-...'-POP RIVETS AND CAULK-r-• • • t- (l.~o_A~ FASTEN TO DD'WNSPOUT-' ~~BENT TABS 'WITH 1 -POP RIVETS TYP C4) PLACES DO'WNSPDUT CONNNECTlON/ GUTTER LAP DETAIL 1 4' CUT LINES-' LBEND LINES BEND TABS DOV/N TO FASTEN DOV/NSPOUTS AS SHOVIN AT LEFT. GUTTER CUT OUT FOR OUTLET ATTACHMENT ~APTEK SCRE'W \.j~L TI-RIB PANEL o;!!p -DO'WNSPOUT ERECTION NOTES: STRAP < ,c p c D -DO'WNSPOUT '-----' PDP RIVET C2) REQD PER STRAP DETAIL A-A MULTI -RIB PANEL (A) LOCATE (1) TK ____ SCRE'W ON EACH SIDE OF MAJOR RIB ON ROOF PANEL. DESCRIPTION I DATE I APPROVED REVISIONS ' ~ ·• 4--/~:· ~ ~ : ' ' . ' . ' . . ' '-----------------~-,__....-~ Taking Pride In Building [xcellence PAG£ No. SENTINEl BtJI! DING SYSTEM-:--S 1:.:~:-:::x,::-, __ ____::: ____ _::___ __ ~J;;oDB -;:;;-NU;;;;;;MBE'"'R·-+=--'-f . A Il!VIII~ uGLOBAL i<IJJSTRI[I. l>C- 237 SOUTH 4TH ST ~==============l~s;~ ALBION. N[ 68620 "~" D[SJGN• (800! 327-0790 ~:~~ ''"' .oc :1/ .. _. ·-. . . -... . '• .. ·-.. : . . .. . ' . ' ' 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 IJ!DTH PAD LOCATION FOR ADDITIONAL SHAFT BRACKETS FOR DOORS OVER 18'-3' IJ!DE n -~ '"'illo'!-At·,_ I -=c-rh t;_ENTERL!_NE ~ r: -rJt~R. r r-h -----L-_j+-c--1.~ I L _j OF SHAFT I I STEEL PADS FOR SPRING ! ANCHOR BRACKET MOUNTING j ~ I I I I I I I I I I I I I I I I I I I f I I I \HEADER I ~AND PLUMB I ~JAMB ~See tro.ck deto.il for headrooM clearance diMensions **Not o.pplico.lole to full vertico.t track S.R. = MiniMUM Required SiderooM I I I I I I I I I ,__ I I I !2 w I "' I "' I z w Q_ 0 I I I I I I I DESCRlPTlDN J DllTE ) APPROVED REVISIONS ~ Taking Pride In Building Excellence PAGE No. SENHNE! Bill! DING SYSTEMS PRD.W JOB NUMB(R• A [h"''""' I:JGLOBAL ~"'"'""''· oc;. 23 7 SOUTH 4TH ST ALBION, N£ 68620 (800) 327-0790 ~"~:~~========================m~~~~.GN~·~~~ ------------------------'--------------'-----------·----·-·---Ulmll"-dwo DIJT[; 1106/05 OVERHEAD STYLE DOORS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING. OVERHEAD DOOR SPRING PAD AND BACKHANG DETAILS CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS NOTE ALL PARTS ARE ATTACHED WITH TK2075 SCREWS ENDWALL DOOR SPRING PAD FRAMING 1 2"x 3"x 16 ga ANGLE (Field Bend to Match Roof Pitch) ,-. /ENDWALL RAFTER_______. SIDE VIEW END VIEW (From Bldg Interior) ~:::::-...._ LLt i -.....:::;::,,-, ;::,-..~~ ~ ' ill' r v--SPRING PLATE __.... i ~ ' : : I , : : ' 0 I' l \ ' ~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. ~FURLIN TYP. l~ 7 / ---Y 2"x3"x 16 ga. BACKHANG ANGLE TYP l L~-----DOOR TRACK ENDWALL DOOR TRACK HANGING DETAIL I I ------FURLIN "' 1--v----------2"x 3"x 16 ga. BACKHANG ANGLE TYP ~ DOOR TRACK SIDEWALL DOOR TRACK HANGING DETAIL ~EAVE STRUT~ ~ ~~ ~==== '======~ 0 ~ ~ t"""r~=====~ ~--\ _--SPRING PLATE-'~ 1: 'C'J L , • I f l f---"T+'-~---1 ,x I' lf---:,.-:\--\-------1 N ~ HEADER TYP. y \_ 2 "x " 3 x 16 ga ANGLE SIDE VIEW END VIEW (From Bldg Interior) SIDEWALL DOOR SPRING PAD FRAMING DETAIL DESCRIPTION I DATE I APPROVED SENTINEl BIJJI DING SYSTEMS """'-ECl 237 SOUTH 4TH ST AL BJON, N[ 68620 (800) 327-0790 .. ...: .. REVISIONS Taking Pride In Building [xceUence JOB Ntii'IBE!!o DESIGN __________ __L _____ _l__ ____ ..L_ ________ _.~~ DAT£: J/06/05 PAGE: No. West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Date: 7-1-08 Project: Metal Building USSRED Corp. Address: County Rd. 352 Rifle, CO Building Permit No.: 10917 General Contractor: TallyHo Construction Inc. Inspection of shop fabrication or field work at job site: Field Report #1 Page 1 ofl Report: Visually inspected the high strength bolting at the main frame & end wall frame column & rafter connections. Tested some random samples of the high strength bolts used in the main frame column & rafter connections using a Skidmore Wilhelm bolt tension testing device to determine the testing torque required for the high strength bolts. After testing torque was determined a minimum of two bolts per connection were tested for proper tightening at the main frame column & rafter connections. The high strength bolting inspected above appeared to be in conformance with the drawings for bolt size & grade, and appeared to be sufficiently tightened. Flange & cable bracing was also installed. To the best of my knowledge this completes the special inspections of the high strength bolting & steel frame details as outlined above. Inspector/Technician: Douglas E Young ETS/ GWEL 605 498 1282 P.002 Engineering & Technical Services Inc. Duane Boic:e P.E. l're$id-r 05-15-08 Tally Ho Construction 145 County Road 225 Rifle, CO 57105 Attention: John Parrington Reference: Lenton Form Saver John Farrington, The following commentary refers to only to the hair pins designed by Engineering and Technical Services, and to be built by TallyHo Construction. The continuous hair pins may be replaced by a three piece unit consisting of two standard threaded rods and one form saver of the same or larger diameter as the original hair pins. The standard threaded rods shall be long enough to develop the full strength of the 60 grade steel reinforcing to which they will be lap spliced to. Also the total length of each leg of the new three piece unit shall be the same or greater than that originllllength of the original hair pin. ~-a Gary Fisher, E.l. Staff Engineer Engineering & Technical Services 27121 469th A..:., PO Bmt 308, Tea, SO 570li4 Pho,.., (60S) 498·1290 faJr: (60S) 4911-1299 www.engtecs.nr.com MAY-15-2009 13:39 Fs·.· . ,, J· 111 ETS/ GWEL LEGACY REPORT 605 499 1292 P.003 ERw3967 ReiS~Jued March 1, 2006 ICC Evaluation Service, Inc. www .Jccoils.org --.lllogi-Oftlce • 5:360W-MIRood, Whlalor, ~ IIC601 • (562) II\J9W4a Regional Oflco • 900 -·Rood, Sul!e A, -if1!11om. Nabama 35213 • (205) 5990000 Rllglonalot!ioe • 4051 Wesl l'1oo.moor Rood, CoooQy Club H .. , illi10is60478 • (708) 7WZlQ6 Legacy report on the 1987 Uniform Building Code T•, the 2000 International Building Code•, and the 2000 International Residential Cod .. DIVISION: 03-CONCRETE Section: 03210-Reinforeing Steel REINFORCING STEEL COUPLERS AND SPLICES ERJCO,INC. 34600 SOLON ROAD SOLON, OH1044139 1.0 SUBJECT Reinforcing Steel Couplers and Splices. 2.0 DESCRIPTION 2.1 LENTON Couplers: 2.1.1 Gener•l: The LENTON system, consi,ting of the LENTON couplers and rebar. is a lapered threaded splice designed for use in relnlorced concrete conslructiQn. Devices are &vailable in seven bask: styles: standard (A2), TRANSITION (A2), FORM SAVER (SA or FS), WELOEO HALF COUPLER(C3J),INTERLOK(LK), POSITION (P9)and TERMINATOR (08). LEN.TON couplers are designed ttJ mechanically butt-spliCe No. 4 (13) through No. 18 (57) relnfoi'Qng steel (rebar) conforming Ia ASTM A 615 Grade 60 and ASTM A 706 specmcallons. LENTON Standard dellices also are designed Ia mechanically butt-splice No. 9 (29) through No. 18(57)rebarsconformlngtoASTMA615,Grade 75. Rebarmaybegalvani>:ed in accordance with ASTMA 767 or epoxy-coaled in accordance with ASTM A 775 or ASTM A 934 when utilized with the LENTON Standard (A2). TRANSITION (A2). FORMSAVER(SAorFS). TERMINATOR (06), WELDED HALF COUPLER (C3J), and POSITION (P). All stylee have lnterlOr-tapered lhreads for joining the reinforcing bars. The coupl""' are manufaclured from steels listed in Figure 1. The threads an the rebar are right-handed and tapered to match the accompanying coupler. Threading is done at locaUons approved by ERICO, Inc. Quality control checks are performed at the threading location using gages supplied by ERJCO, Inc. The bar-end gage controla the end diameter, which automatically controls the thread length. The profile gage determines the correct proftle and depth. Prior to quality control checks, all threads are viaually Inspected for cleanllnase and damage. Damaged threads ere removed by saw cutting, and the bar Is then remachined using the LENTON bar threader. Prior to shipping from the rebar fabrication shop, the threads are protected to ensure damage-free bar ends allhe jobs«e. 2.1.2 Design: The LENTON systems comply as tension or compression splices for deformed reinforeing bars as specified in Section 1912.14.3.4 of the 1997 Uniform Building Code'" (UBC) and Sectlon21.2.8.1 of ACI318-99 [ACI 318· 99 Is referenced in 2000 International Building Cod .. (IBC) Section 1901 and 2000 International RvsirlenOal Code• (IRC) Section R812). The splice devices also comply with the Type 1 and Type 2 mechanical spRee requirements of Section 1921.2.6.1 ofthe UBC and Section 21.2.6.1 of ACI 318-99 (IBC and IRC). Tlle Terminator is designed as anchorage In accotdance with Secllon 1913 of the IBC. 2.1.3 Installation: 2. 1.3.1 General: The LENTON couplers must be lnstalle~ in accordance with the applicable code. this evaluation report, and the ERICO Installation lnslruetions. The splice locations must be detailed on the plans approved by the building official. All required distances, spaCings and coverages described In Secllons 1907.6 and 1907.7 and Table 7-A of the UBC or Sections 7.6 and 7.7 of ACI 318-99 and Table 719.11(1) of the IBC must be measured from the oul$ide of the sleeves. When bars act in compression only, the connecting device may project 1/2 Inch (12.7 mm) lnlo the required cover. However, In no case may lhe cover be less than '1, inch (19.1 mm). As Type 2 splices, the couplers are permitted in any location within a member for all seismic zones or seismic design categories. 2.1.32 LENTON Standard Coupler (A2): The LENTON Standard coupler Is used to join straight bars Where at leasl ono rebar end is free Ia rotate. For field installation of lhe Standard coupler, the thread protector is removed lrom the threaded bar end, which is Inspected for cleanliness and damage.ln some cases, the coupler is fastened Ia the bar al the fabrication facility, to protect the threads. A Wire brush Is used to remove rust and adhered conc"'te. Tlle coupler is lhen 8Crewed onttJ the threaded end of a bar to be spliced, and is Oghtened by hand. The second bar is inserte~ into I he coupler and is rotated until hand-tight. A LENTON inspection wrench secures the connecuon to the required seHing lisled In Figure 2: a "click" in lhe handle can be le~. as wull as heard, When the desired torque has been attained. 2.1.3.3 LENTON TRANSITION Couplers (A2): LENTON TRANSITION couplers ate similar to the Standard coupler, e>~toplthe coupler is designed lo accommodale bars of different si;ws.lnstallation procedures are the same as those Coo)righl o 2006 P190 t of • MAY-15-2008 13:39 ETS/ GWEL • "":1'"'-....... for the LENTON Standard couplers described in SOICiion 2.1.3.2. The connection Is then tightened to the appropriate setting listed in Figure 2. 2.1.3.4 LENTON POSITION Couplers (P9): LENTON POSITION couplers ar,. used to join curved or bent bars that must be held in a predetermined position during the joining process. The couplers ""n also be used where neither bar is free to rol&te. All POSITION couplers are manufactured to allow only the wupler lo rotate. Installation difrerlo frvm that of all other LENTON wupler~~. Figure 5 shows installation procedures. 2.1.3.5 LI!NTON TERMINATOR (08): LENTON TERMINATORS are embedment-style coupler devices used as an alternative to bent sections of reinfordng sleet in reinforced concrete construction. The deVIce Is m&chined with a LENTON tapered thread. The bearing cross-sectional area is at least four times the nominal area of the reinforcement bars. Installation of the device ID the rebar is done using a LENTON Inspection wr~~nch. The connection is tightened lo the approp~ate setting listed in Figure 3. 2.1.3.6 LENTON FORM SAVER (SA or FS): The LENTON FORM SAVER SA or FS has a factory-installed mOIJnting plate swaged to the LENTON coupler. Also, an internal thread protector Ia Installed to protect the LENTON threads. The FORM SAVER FS styleassembliesare produced by a friction forging process, whereby the rvinfuncing steel Is attached to the one end of the coupler by forcing the compOnents together while the coupler Is revolving at a specifiC rate. The other end of FORM SAVER FS accepts rebar with LENTON tapered threadS. The friction weld quality is verified by statisfical sampling of asoemblies. The FORM SAVER SA style couplers accept rebar with LENTON tapered threads at each end. To install the FORM SAVER (SA or FS) assembly, the mounting plate rney be used to pO&ilion the coupler against the form. Upon removal of the framework, the protectors are removed from both the rebar and the coupler. The threaded rebar is screwed into the exposed end of the FORM SAVER SA. The connectlon is then tightened to the appropriate setting listed In Figure 2. 2.1.3. 7 Welded HALF COUPLER (C3J): A LENTON HALF COUPLER proVIdes a mechanical means of connecting . reinforcing rebars to structural steel plates and ah$pes. One end of the coupler Is machined to have LENTON standard lntemal taper threads. Tha opposite side is prepored for welding. Refer to the current AWS 01.1 Welding Code for required welding procedures. The connOICiion Is then tightened to the appropriate setting listed in F'I!Jure 3. 2.1.3.8 LENTON tNTERLOK (LK): The LENTON INTERLOK system is designed to splice No. 61hrough No. 14 rebans. The sleaves are cast frvm ductlle iron complying with ASTM A 536. The sleaves are streight cylinders wtth one end threaded to receive threaded reber and the opposite end having internal annular ridges spaced approximately 1 inch (25.4 mm) on center. A typical splicinp systi!RI is shown in Figure 4. The LENTON tNTERlOK spl1clng system must be Installed In accordance With the applicable code, the evaluafton report. and the ERICO Installation instructions. The system consists of a splice sleeve and ERICO HY10L grout. which is a non-sMnk, cementitlous mixture. The threaded end of the sleeve hes LENTON tepered threads. The coupler Is screwed onto the threaded end of a rvbar. and is tightened by hand. A wrench is used to complete the LENTON threaded connection. The connection is then Ughtened to the appropriate setung listed In Figure 3. The opposilu end of the sleeve is open to receive the reinforcing steel of the adjoining precast structural member or projecting dowel from the foundation. The connection Is subsequenUy completed by pouring or pumping HY10L grout into the Interior of the sleeve. Batches of ERICO HY10L grout 605 498 1282 are miXed in accordance With the ERICO installaUcn instructions. The grout is packaged in 50-pound (23 kg) bags. Each 50. pound (23 kg) bag of dry grout is slowly blended with approximately 90 ounces (2. 7 L) of potable water and thoroughly stirred with a mechanical mixer. The correct amount of water to be added to the grout Is predetermined by field-testing the now of trial batches of grout mixtures with a 2~nch-dlameter (51 mm), 4-lnch-tall ( 102 mm) cylinder and a LENTON INTERLOK flow template. The grout must now to e diameter of no greater than 7 Inches (178 mm) on the now template. Grout mix cannot be retempered. The minimum compressive strength of 2-inch (51 mm) cubes of the grout at 28 days. when tested In accordance with ASTM C 109.02. must be 8,500 psi (58,600 kPa). Compression test specimens must be cured in accordance wnh ASTM C 109-02. Mixed ERICO HY10L grout can b11 poured or pumped Into the sleeve. All spaces within the sleeve must be fully grouted. 2.2 Spaciallnopectlon: Special inspection is required in accordance With UBC Section 1701 or IBC SecUon 1704, as applicable. The lnspOICior's duUes include aempling of grout compressive strength specimens. and verifying grads and size of reinforcement bars. coupler and sleeve identification, thread quality of bars, position of couplers and sleeves. InstallatiOn of couplers end sleeves to bars, and welding of the WELDABLE HALF COUPLER. 2.3 tdentifieation: All devices are packaged with labels bearing the manufacturer's name (ERICO, lne.) and address. model, sl:.e, and evaluation report number (ER-3987). Each LENTON coupler Is permanently stamped with the catalog number, alze. heat number, Type 2 designation, and ths name 'LENTON." A shipping tag is attached to each bundle, pallet or skid of each LENTON FORM SAVER shipment, and bears the manufacturer's name (ERICO, Inc.). the pt~rl number and the name of the inspaclion agency. Each LENTON INTERLOK sleeve is identified with the rebar sio:e, part number. Type 2 designation. and manufacturer's name (ERICO. Inc.). Cartons or sleeves are labeled wtth the· manufacturer's name (ERICO, Inc.) and address. Each bag of HY10L grout is Imprinted with the manufacturer's name (ERICO, Inc.) and address. product designaUon, mixing instructions, and evaluation report number (ER-3967). 3.0 EVIDENCE SUBMITTED Data In accordance with the ICC-ES Acceptance Criteria for Mechanlc:el Connectors for Steel Bar Relnforcem0111t(AC133), dated APril 2002, and quality control documentation. 4.0 FINDINGS That tha Reinforcing Steel Coupleno and Splices described In thla report comply wHh tha 1997 Uniform Building Code'" (UBC), the 2000 International Building Codtl' (IBC) and the 2000 International Residential ~de" (IRC), subject to the following condtUons: 4,1 The couplers and splices are installed In accordanca with the applicable code, the manufacturer's instructions and this report. 4.2 Splice locations comply with tha applicable code and are noted on the plans approved by tho building official. 4.3 Speolat inspection In accordance with Section 2.2 is required. 4.4 The steel reinforcing bar of the FORM SAVER assemblies must be of suff'oclant length to permit splices ofralnfon:ement tn accordance with Section 1912 of the UBC or Section 12 of ACI 318-99. This report is subJect to re1xamlnaUon In two years. MAY-15-2008 13:40 ETS/ GWEL 605 498 1282 P.005 CK-.3~0/ FIGURE 1-cOUPLERS APPROVED APPROI!m PRODUCTS s-• Part Numbor Suffix Mote~al G111de Rebar Robar Slue TYPEI•Z A616Grado60 411uough 18 v .. STANDARD .\2 ASlM A 29 Of ASTM A 578 A 615 Gt.de 75 9 through 18 v •• and ASTM A 108 A70G 5 llvough 18 v .. .\2 ASTMA29otASTMA576 A 815 Grade GO 4 through 18 Yes TRANSITION and ASTM A 108 A70G -4 through 18 Yes SA ASTM A 29 Of ASTM A 576 A 615 Grada 60 4 thFOUgh 11 Yes andASTMA Toe A 700 4 through 11 Yes FORM SAVER ASlM A 29 or ASTM A 578 A 015 Gnade 60 41hmugh 7 Yes FS and ASTM A 108 A 706 4 through 7 y,. TERMINATOR ASTM A 29 or ASTM A 570 A 61$ Gradel 80 4 tnrollgh 18 Yee 08 and ASTMA 108 ~706 4 Chtough 18 Yao ~ELDED·HAI.F ASTM A 29 ot ASTM A 57G A 61S Grade 60 -C3J and ASTM A 108 A7De 611wough 14 v .. ASTM ~ 29 or ASTM A 576 A61SGradeeo 611wough 14 v .. INTERLOK LK and A8TM A 108 A708 . ..._ .. v .. P9 ASTM A 29 or ASTM A 576 A615 """"' 60 8 lhroUQ11_18 vos POSITION tn<l ASlM A 108 A708 ., .. h 18 Ytl FIGURE 2-CATALOG NUMBER AND INSTALLATION SETTINGS I~ FORM SAVER SA OR_!'S SIZE NO. Clllllt'.!' Part wrench catalog Part wnoncn catalog Part No. ":!!~:~ nv. Soiling No. Joined Selllngs . FS Style -_K ..... 4 ~· EL12A2 .30 4100 30 EL1""~ FS4F . 30 5 EL 111A2 90 5108 11<1 EL '""" f50F HU 1- _......, 6;;;....--II-E?.l211A2~ 130 I 1107 130 El20SA FS6F , .. ~--~~~~-+~~~~--+-~=---+-~ ~~~~:~:~~--~~---r-~!·~~~~--r--·~8-~7"--r--~~--~ :., •• , ~ 10_ 1~~ ~ :~ = E= 1-mr-+-iifl~~-+-10 11 10 El lA -201) FlGURI! $-CATALOG NUMB~R AND INSTALLATION SETTINGS II t 08 '1;3.1 ~Rt,OKLK_ SIZE NO. I cara:: Part Min. Depth 4 u•zo• JO ------ ~--~~-i~~~~~--~""= .. ~-r~~~r--~---+--~---+-~-=-~~---~---1--~$~-~~~ l220<1 1lll.. =~ s ~ "81lG I 816 0 nomlllal v~u· ' v• I 01 MAY-15-2009 13:40 ETS/ GWEL 605 499 1292 P.006 ~n.• ... HiiUI FIGURE 4-INTERLOK INSTALLATION VIEW ~-~--~ ·····•····· . ~!l!ll.!.;::ffi*FB ........ ........ - FIGURE 5-CATALOG NUMBER AHD INSTAU.t.TION SETTINGS REBAR' SIZE NO. POSmONP9 Colalag Part No. Wrench Setting 6 (19) E~OP9 130 7 (22) El22P9 160 8 (25) El.2SPD 200 9(29) El28P9 200 10 (32) El32P9 200 11 (36) El36P9 200 14 (43) EL43TP9 200 18 (57) El5TTP9 200 1Size numbers in parenrheses are approximate nominal clameter of ~at$tn mlllimeteru. CD NOTF: LNI'ftNC GROOVE MUST NOT BE \IISISI.i AflER CONNI:CIOR END IWI srn< liCllllV<EP. POUR Flll. PUWP flU. POSmON P9 COUPLI!RS Installation Instruction& Step 1 -Remove bar end p<otector (if present). Vls11811y lnspectlhreadod end, making sure threads are undameged and free or concrete, rust end olher conlamlnants. Use of a ,.;, brush may be required. Step 2 • Check pa~ number on oouplor to·vo~ly" is the correct size lor lho bars being spliced (sao chart). lnsen the coupler onto the bar. and rotate it ciO<kwise unm hand-dglll (appro><imately 4 to 4'1, lums). Slap 3 -Ueing e standard pipe wrench, seourely tighltn the coupler tc the matching tapered threeded ~bar. Stsp 4 -Refer lo Step 11or bar cloonliness. Insert second bor into the coupler. Step 5 -While holding lhe "upper bor, • using a standard plpo wrend1. rotate the oonnector end of the coupler In a counter-<llockwlse dlrvcdon to tighten lhe assembly. Step 6 -Using a standard pipe wrench. llghl&n the/am nut ageinst the body. Step 7 • Verily lhat the limiting groove Is nol visible. MITIHC CROO'JE WHO! VIE'IIlNC UMIITlHG CROO~ UN£ or SlllKI' MUST 8E •ERPENDICUlAA TO $Pt.ICt. Total P.006 7-22-08 Matt Provast WEST SLOPE TESTING & INSPECTION 3177 Glendam Dr Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Page 1 of 1 Garfield County Building Dept. 108 8th St., Suite 401 Glenwood Springs, CO 81601 Please find enclosed stamped copy of special inspection report for Metal Building County Rd. 352. Thank you; Doug Young RECEIVED JUL 2 3 2008 GARFIELD COUNTY BUILDING & PLANNING COUNTY OF GARFIELD-BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at c..<. 3s-Z- Permit No. ---t/L...<o:c-:?~9':'--'/"---.7"------------ I have this day inspected this structure and these premises and found the following corrections needed: l<.kl! e/J s /)/£._ l /Lio You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date _.5-:::... I S 20 c::; '6'. Building Inspector -~~~:z..~t::-~~~L!"~~-~<,z;:<:"'::::·~------ Phone (970) 945-8212 COliNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 0,B L) C/:z 3 S" ::1... Permit No. 10'717 I have this day inspected this structure and these premises and found the following corrections needed: Xcall for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date .?"·/r<7S' 20 ____ _ Building Inspector P?t~~z ..-.-S?'f· Phone (970) 945-8212 N 10917 0. __________ ~~----Assessor's Parcel No. 2179-192-00-718 Date ___ 4.::.:1.=2=:9/=2-=-00=-=8~- BUILDING PERMIT CARD Job Address --~c:!..r~3::!.:52!!l•c.!R~i!!fle~_;(~JC!.W~W~e~ac!.ve~r!....!E~x~e~m!.!lpl:!.!t~io:!!n!.L,..!..P.!!a!..!rc~e~I.=2L...l -------------------- Owner _____ --=U-=Sc...:Rc.:ce::..:a:.:.I.=E:.:::s.=ta:.::te::...=D-=e..:.v-=&::..:l::.:nc.:.v.::.es::..:t=----Address 4001 S. Decatur, Las Vegas Phone # ____ _ Contractor Tally Ho Construction Address 0145 cr 225, Rifle Phone # 625-0208 Setbacks: Front _____ Rear ________ RH, _____ LH _______ Zoning ____ _ warehouse space (cold storage) Soils Test ;=-;...-=c:T'~--;;.------ Footing £ 7-C€1fJ7it Foundation~ -/6--128¢/ Grout UndergQ;r~ou;n;ddP_.Pfulu~m~bi~~n~~f,~f;·.2"il9~-q~g~~~~ Rough Plumb1g __ ::k___ fQy.f\.. Framing _-'l~-0 Insulation · .. i~ Roofing ~ 'r • Drywa_ll . ~-:: ~1>~g di t~ Gas P1pmg 112. 2:-~ \) INSPECTIONS Other _________________ __ NOTES (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO ·. Date Issued.!:J..-:JlJ::P •. t. .. Zoned Area ............................... Permit No ... /.021.1.::. ........ . AGREEMENT In consideration ofthe issuance ofthis permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed '~tructure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit then be revoked by notice from the County Building · Inspector and IMMEDIATELY NULL AND VOID. Setbacks Front Side Side Rear · This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Underground Plumbing~ .;1.9-oK.-, ""' Rough Plumbing 1 ... 2Z{-{}g /(frll'\ Chimney & Vent /D-t~ }t;Jlf\ Gas Piping 1 D -Z,'Z -f)~ Ah1t-- Eiectric Rough (By State Inspector) / Driveway q. Insulation 7· J4-o~ ~(t;,-flJ~ ' 6rA) Drywall ~. }0-o=zs ~ ""!!E!I'Ie•c!l'tr.ic•F•i•n""!al111(1111by'-!-St•at•e•In!"s,.pe•c•to•r)_o/..,_;..llliii~.,:::-A£ ~ FinaiJO--t~~o~ Jtfrr' ~ Framing 7_, 1-f5-0/{ 0"$ ~~P-../'.,. Notes: (To include Roof in place and Windows .... ;_ "' and Doors installed). ~ ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date4~~~Y "f.ltJummL* IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Trea)ll,!Lerl'mpeD)' Search I Assessor Subset Que!")' I Assessor Sales Search Clerk & Recon:!_eLRec~ptiQI1.S.e:;~r<;:h Basic Building Characteristics I Tax Information Pan:.~LDetail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 024 II R042832 II 217919200718 II 45.837 I Owner Name and Mailing Address lu.S. REAL ESTATE DEVELOPMENT AND !INVESTMENTS LLC 119 ROBIN ROAD !NORFOLK, MA 02056 Assessor's Parcel Description (Not to be used as a legal description) ISECT,TWN,RNG:19-6-92 DESC: A TR OF ILAND IN LOT 1 NW 114 AKA pARCEL 2 IJW WEAVER EXEMPTION PRE:R247034 IBK:807 PG:98 BK:807 PG:92 BK:545 IPG:40 BK:320 PG:274 BK:125 PG:613 IBK:1857 PG:661 RECPT:709973 BK:1804 IPG:84 RECPT:698659 BK: 1770 PG:366 IRECPT:691874 BK:1752 PG:991 IRECPT:687911 BK:1751 PG:630 IRECPT:687668 BK: 1751 PG:629 IRECPT:687667 BK: 1751 PG:628 IRECPT:687666 BK:1147 PG:480 IRECPT:551094 BK:0918 PG:0645 IBK:0899 PG:0357 BK:0814 PG:0918 http:/ /www.garcoact.com/assessor/parcel.asp?Parce1Number=217919200718 I I I 3/3/2008 Parcel Detail Page 2 of3 IIBK:0814 PG:0297 II Location Physical Address: 11352 COUNTY RD RIFLE I Subdivision: I Land Acres: 1112.6 I Land Sq Ft: 110 Section II Township II Range I 19 II 6 II 92 I 2007 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 411,64011 119,3801 II Improvements: 249,54011 72,3701 I Total: 661,18011 191,7501 Sale Date: 11213/2006 Sale Price: 11650,000 Basic Building Characteristics Number of Residential Ia I Buildings: Number ofComm!lnd 14 I Buildings: Commercial/Industrial Building Occurrence 1 Characteristics I TOTAL HEATED AREA: IIO ABSTRACT CODE: IIWAREHOUSE/STORAGE-IMPS. ARCHITECTURAL STYLE: IIMINI STORG EXTERIOR WALL: IIPREFAB MTL ROOF COVER: IIPREFAB-MET ROOF STRUCTURE: II GABLE INTERIOR WALL: IIMINIMUM FLOOR: IIcoN oN GRD HEATING FUEL: IINONE HEATING TYPE: IINONE http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217919200718 3/3/2008 Parcel Detail STORIES: llsTORIES 1.0 I BATHS: 110 ROOMS: 1128 I UNITS: 1128 I BEDROOMS: lio YEAR BUILT: 111995 I Tax Information Tax Year Transaction Tn~e Amount I 2007 Tax Payment: First Half ($4,394.62)1 2007 Tax Amount $8,789.241 2006 Tax Payment: Second Half ($4,854.16)1 2006 Tax Payment: First Half I ($4,854.16)1 2006 Tax Amount II $9,708.321 2005 Tax Payment: Whole II ($3,591.44)1 2005 Tax Amount II $3,591.441 ThJ:lofPage Assessor Database Search Ontions I Treasurer Database Search Ontions Clerk & Recorder Database Search Ontions Gwfis:ld_CoJ.mty_Home Page Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright© 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Go_od Turns Software. http://www.garcoact.com/assessor/parcel.asp?Parce1Number=217919200718 3/3/2008 ' .W. Weav r Exemp ® ® I Parcel 1 Parcel 2 ® @ @ I PARCEL B 8.39 Ac. 15.00 Ac. PARCEL A 2 ['- ['-I .,...-i N Ql) y ~ ...... ~ ...... I 0 . ......., 'D I ~ @ I 4 I ~ 'd oJ --·~ ... Goo~ 0 -2-~ 5' f>"' ~ 1; .1--0 t i 0 )< .J -<4 j ~>('l II\ l. v cl~ :11 <l ,'2 ~ ,. 1-~ ['0-i • t.J \-3 0 ~ ::!_ _}-::1 5 ~ j .. ~ -:::!--><. ... ~ 0 -cs: \Q 1: / -• o1tl 3 -JJJ "" ~'"< "' ()~i ~ ~· 0 0 . 0 ;.8 §\:1 <. ..l '- ~:J\i.i l-• .. -~ ~ r . :J r~ )I i' -c( ! ~ ~ '1 -~ .... ,j 8 H - '-~ .., " ~ "' .::J v ~ ~ '-g ':1- 0 .J "' "' • "9 t -~ 0 8 .J --c. v j :), J.. ~ ,j _, ..0 .; H ,JI ~ ! 0 .-l ..,) ~ ..fo:::' •t -:::: '"/ .... ~ 3 c.J.. -c-'2. L) 0 ~ J ./) 'J "' ~ ~ j ~ '(' ~ '-l 1 ~ :g ~ <:tJ 1. -\5 7' ~-6 -0 !~J \J -. ' !. ,.. -;... - '-+ "'--... - <:1 D -- SITE PLAN Parcel2, J. W. Weaver Exemption, County of Garfield, State of Colorado -- -- --- 16.5' U.S. West I I Communications Easement --j f--- (Book 925, Page 176) I I I I ---------'L ---J__ ---------k.J-_ -- Parcel2 12.607 Acres± ------- Jso.o ·c 7.---- A oloraa. (8. 0Werfine :_Ute l?fe . ook 48. --.qse,z ctl7c 3. Fa ent _______ } Ye•ocy ----------------------- -- -- Proposed Leech Field 100' Long P77"":;T777:71-------264.6' ----tt-·llril:ir:--t or--- Proposed Water Facilities Building 10' X 10' --- --- ----- Propos ed u...u;~~ 33.2' Septic 1'ank-z--eJ I ---------1 I --------~ -- 16.5' Mountain~::·J---· Telephone & Telegraph Easement (Book 387, Page 599) 30.0' Access Easement {Book 1028, Page 319) ---++-:-. -------->-------·---- -~--------\- -. "i$1e cra.\9-"' ~ • t ----·-'weste~ e f,O.Sef1\ef\ 175.0 . siof\ L\f\ ge 362) rra.nsf1l.\~ 609, pa. ·----------------- ---:-->--:_ ------- --- ~ \ ----- ~~ -----_--~~~~~~~~~,-~r:1-~~-~~~~· ~~~~~~~~----~~~~~~--~~~~~~~~~------~~RebarandCap -790 09' 30.0' Access Easement LS No . 10871 in Place ---N 8°52'0Q!:.E... T-------~--@_ook U.47,Pag£080)-----J --~-~~~----,--------1 - ---- - - -I I \ ·ce companY of - - -·100 0' pUblic Sertlll. "'~sement -- -I I . p wenne..,.,.... - Colorado o 20 page 274) -- - - - --30.0 ' Well Easement (Book 814, Page 62) I , -1 (.Boolt 3 • ___ _ I I L-~--------- NOTE: THIS PARCEL IS SUBJECT TO RESERVATIONS, RES1RICTIONS, . COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. SCALE: 1 "= 1 00' NOTES 1.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR BOOK CLIFF SURVEY SERVICES, INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL. 2.) THE PROPOSED BUILDING SITE AND LEACH FIELD ARE NOT LOCATED WITHIN A 30% SLOPE AREA. 3.) THIS SITE PLAN DOES NOT REPRESENT A BOUNDARY, IMPROVEMENT OR IMPROVEMENT LOCATION CERTIFICATE SURVEY BY BOOKCUFF SURVEY SERVICES, INC. OR ANY OF ITS ASSOCIATES. 4.) APPROXIMATE ELEVATION OF THE SITE, BASED ON WGS 84 GPS ELEVATION OF 5590'. SURVEYOR'S STATEMENT I, MICHAEL J. LANGHORNE, A REGISTERED LAND SURVEYOR, UCENSED S OF THE STATE OF COWRADO DO HEREB URVEY SHOWN HEREON WAS UARY 22, 2008 BY ME OR UNDER 'ECKING THAT THIS MAP IS A PRO..£CT NO. 060~0-01 SHEET I Of' BP BEARING ELEV. = 100' 3'-Q" 8" • • 8" ... q . 6" CONC . W/ FIBER MESH RE INF. •• 6" CO MPA CTED GRAN ULAR FILL #4's VE RT . @ 48" O.C. (3) #4's HOR IZ . r--. ... HAND RO UGH EN KEYWAY 1-2'-0"_J (2) #4's CONT . THRU PIER LOCAT ION 6" STEEL COLUM~---......_ BY OTHERS '-..... ALL A.B. & PLACE MENT TO BE TAKEN FROM S ENTINE~ ~ BUILDING A.B. PLAN 1' -1 2 1/2' BP BEARING ELEV. 100 GRADE C1 ~ITI . ~~I 'I d 3' -o" ~~~~w;. . #4's VERT.~" @ 48" O.C. Tl . l • .. (3) #4's HORIZ.----..-..... .A t---1' -9" .; • .. 1<. . . 1 '-0" . . "". j t . . . . "'"F 7 /8" l • ,<1 . .A • • • ' • r"-- • 15' #S HAIRP INS @ 45' & 60' 6" CONC. rFIBER MES 1 W/ H REINF. 6' .. .. d ' . ~I R' R R R R' ~6"CO (8) #S's VERT. W/ GRA N "---~, 90' BEND IN TO FTG. MPACTED ULAR FILL ~#3 ST IRRUP S @12" o.c . 1'-9"--t . . .A • • .. • . 6o== ----.::.. . .. 3" l 5' -6"x 5' -6"x1' -0" PAD ~ (B) #S's E.W. 1 STEEL COL UMN ALL A.B . & PLACEM ENT TO BE TAKEN FR OM SENT INEL BUILDING A.B. PLAN BP BEARI N G ELEV . = 1 00' 3" 6" CONC . W/ FIBER MESH REIN F. .· . • • • 6" 3'-o" 6" COMP ACTED GRANULAR FILL #3 STIRRUPS , @12" o.c. (4) #4's VERT. @ COLUMN LOCATIONS W/ 8" 90' BEND INTO FTG. (3) #4' s HORIZ. +---- t-B "--.t H4t-8 "-i 8" ... q (2) #4's CONT. THRU PIER LO CATION L #4 's VERT. @ 48" O.C. 2' -0 .. _ ____,. SIDE VIEW SID E VIEW #4's VERT. @ 48" O.C. #3 STIRRUPS @12" o.c. (4) #4's VERT . @ COLUMN LOCATIONS ~EINF IN FOO TIN G /- -- - NOT SHOWN TOP VIEW I REBAR NOT SHOWN / FOR SIMPLIC ITY L -j IN FO OTING - - -----,-·· -- 5' -6" I (3) #4's HORIZ . I I (B) #S VERT . BARS W/ B" BEND INTO FOOTING 8"FND. WALL #4's VERT. @ 48" o.c . ,.__ ___ L_------ TOP VIEW 3'-1 11 8" II I 1 '-9" _ _j_j u z z 0 -[/} Vl "'l w u 0 > ~ ~ i"l r.J) 0 ~ z < Ck: u w -z w = z u - i"l 0 E-< z w ~ (!) ...J <{ z Ck: -Q:; :::> "'l I- "'l u z ~ ..... 0::: (!) z I- I'Ll Vl •• z 0 .. w _J I- I- I-I-<( w u w 0 :r: _J (/) w u oG:x O"-<( ~ou.. 'IX) 1om "'"'"' <DNN 0~~ r--I I <()IX) IX) "'"' o"'"' Ul w _J <( u (f) u z (f) ...., u > 0::: ...., (f) ...J <( u z :r: u ...., 1- 0 z <( C) z 0::: ...., ...., z <.:> z ...., co 0 0 ~ 1-:r: 0 0::: >-c._ 0 () • . DEfi\.tLS ONLY .., ....... ..-~;·.._~_.,,:.J"\.L ~;,:S·l NED BY "'"C"'N1CAL SERVICES .,~ RING& u:. J.'l. ;:.NGl DATE: 2/13/08 OWN BY: CLS DESIGN BY: CLS CHK. BY: D.D.B. REV : FlLE: I:\CURT\ETS\200B\lolly Ho Const\Rich SHEET NO .: s 2 • ----------·-------------c 2 3 B)----- D GE N. NOTES ~ SPEG IFI CA TIONS: BUILDIN6 CODES• -2006 INTERNATI O NAL BU ILDI N6 CODE DESI6N LOADS· w f-w ~ u z 0 u LL 0 f- :::) 0 0 f- f- :::) 0 0 I 0 -FOUNDATION DESI6N L OADS BASED O N L OADS PROVIDE BY STEEL BUILD IN6 MANUFACTURER -SLAB ON 6RADE DESI6NED FOR STORA6E LOADS 4 MEDIUM EQUIPMENT . F OOTI NGS <t FOUND A TI O NS• A MINIMUM FROST COVER FROM 6RADE TO BOTTOM OF FOOTIN6S IS 48" UNLESS NO TED OTHERHISE. B. ASSUMED SOIL DES I6 N BEARIN6 CAPAC ITY OF 1500 PSF CODE DEFAULT VALUE. , C. FOOTINGS SHALL BEAR ON SUITABLE NATURAL SO IL OR COMPACTED FILL IN ACCORDANCE H ITH THE RECOMMENDATIONS OF THE SOI L S ENG INEER D. FILL SHALL BE COMPAC TED TO THE F O LLO HING MINIMUM S TANDARD PROCTOR VALUE S (ASTM D6'18), SLAB O N GRADE• '15 % FOOTINGS • '18% FROS T FOUNDATION B ACK F ILL '15% BASEMENT BAC K FILL• 80% E. ALL COLUMN FOO T INGS S HALL BE CENTERED ON THE COLUMNS; AND HALL FOOTINGS S HAL L BE CE NTERED ON THE HALLS UNLESS NOTED OTHERHISE . (',1 I 0 I 0 (',1 (',1 I OJ ----------------------~ r----------------~---------'1 00' -0" OUT TO OUT OF CONCRETE ,f-------25'-0"-------,lf---------------' 25' -0"------J -~----:---r----=----25' -0 '''-----~r----------;,-----' 0 2 S2 ~-6" CONCRETE FLOOR HITH --------- FIBERMESH REINFORC ING #5 HA IRPINS /15' LON6 i . ' z 0 (/) z w ~l.q-2 t00 • 1 Ul f'--I LOr- 0 _J 0 I 25 '-0" ,1'--------'25'-o"------+---~----25 ' -0"'---------+---~----25 · _ 0 ··----------,f------"':_____ __ ______c (Dr---F~O==UN~D~A~i~IC~L~~~~:= .. ~~~.~~~. -------- 4 CAST -IN-PLACE CONCRETE: A DESIGN CODE· A C I-31b "BU ILDING CODE REQUIREMENT FOR REINFORCED CONCRETE" B. CONCRETE 28 DAY COMPRESSIVE STRENGTH (f 'G) FOOTINGS• f'c.~3000 PSI, 4" SLUMP, I 1/2" MAX. AGR HIC RATIO OF 0.41, 5%-l% ENTRAINED AIR INTERIOR SLABS ON 6RAD· f'c.=4000 PSI, 4 " S LUMP , 3/4" MAX A 6R HIC RATIO OF 0.51 , 4%-6% ENTRAINED A IR HALLS. f'c.=4000 PSI, 4" SLUMP, 3/4" MAX. AGR. H!C RATIO OF 0.50, 3%-5% ENTRAINED AIR ALL EXTERIOR CONCRETE S LABS• f'c.=4000 PSI, 4" SLUMP, 3/4" MAX A6R H/C RATIO OF 0.45, 5%-l% ENTRAINED AIR ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED 5% TO l% BY VOLUME(+!-1%), G. REINFORCING STEEL: (NEH, DEFORMED AND GLEAN) ASTM Alb5 FOR HELDED HIRE FABRIC . ASTM A615 GRADE 60. CLEARANCES FOR THE REINFORCEMENT • CONCRETE PLACED DIRECTLY ON EARTH, FOOTINGS ............ 3" SLABS ON EARTH ..................................................... ..SLAB MID-DEPTH 6RADE BEAMS/HALL; BOTTOM ........................................................... 3" 6RADE BEAM/NALLS; TOP AND S IDES .......................................... 2" HALLS, COLUMNS, BEAMS• OUTSIDE FACE ............................... I 1/2" HALLS • INSIDE FACE .......................................................................... I 1/2" FORMED SURFACES EXPOSED TO HEATHER OR EARTH• ~5 BARS AND SMALLER .................................................................... 1 1/2 " ~6 BARS AND LARGER ........................................................................... .2" STRUCTUR"-L SL ABS, JOIST , TOP 4 BOTTOM, ST A IRS EXCEPT AS INDICATED .......................................................................... 3/4" D . REINFORCING SIES SHALL BE THE 6REATER OF 24" Of 40 BAR DIAMETERS. E . LOC.A TIONS OF 'S OF ALL PENETRATIONS HOLES SLEEVEc. BE C.OORDINATfliTH ALL TRADE. ' ' '-'• E TC. SHALL FA~GNISH AND INLL ALL C HAIRS, TIE S, AND OTHE R ACCESSORIES IN '-' ORDANCE ~THE CONCRETE RE INFORCING INSTITUTE ( ) "MANUAL OF ST"-RD PRACTICES" CRSI F. G. CONSOLIDATE CONCRETE B Y VIBRATING. ALL CONCRE TE ' MASONRY CONSTRUCTION DURING SHALL GOMPLY1 AC.I 305R "HOT HEATHER GONCRE~~: ?R COLD HEATHER "GOLD HEA THE1NCRETIN6" RESPEC. T IYEL y. G OR A CI 306R H. CONSTRUCTION : SHAL L BE CONS TRUCTED PER · C.ONSTRUCTIONTS SHALL BE INSTAL L ED IN CONT~~UCONSTRUCTION JOINT DETAIL. PATTERNS H IThCING NOT EXCEEDING IS FEET UNLE~S LANES OR CHECKERBOARD ' '-''-' OTHERHISE APPROVED . I. J. ALL REINFORCDNCRETE SHALL CONTAIN LESS CHLORIDE ION )NCRETE, BY HEIGHT. THAN 0.30% HATER SOLUBLE INTERIOR CONU: S LAB ON GRADE· A SHALL BE MIN b " THICK MIN UN 0 AND REIN RE INFORCING, SLABS S HALL BE . PLACE FOR~E D H/ bxb HHM OR FIBER MESH FILL ON UNDISD SOIL OR RE COMPACTEg ~LbOROFPHELL COMPACTED 6RANULAR ER SOILS REPORT. B . CONTROL JOII? PER ACI-3117-05. SAH JOINTS (INCHES) OF 3iS THE F LOOR THICKNESS (IN I NC:~~E GUT AT A MAXIMUM SPACI N6 TO BE CUT ATPTH OF 25% OF THE SLAB D EACH HAY. SAHN JOINTS ARE HITHOUT FRA'!~E CONCRETE SURFACE. EPTH AND GUT AS SOON AS POSSIBLE . 0 . (',1 I . OJ 0 I 0 0J . (',1 I . OJ . u z z (.? -[/J (f) r.l w u 0 ~ ~ r.l r.n (.? c;;j z u 0:: w z w t5 z "" (.? E-< z ~ w C!l ....1 z <( -0:: "" ::J r.l f- r-l u z -::J C!l 0:: z f- l>;,l (f) 0 ~ ~ ~ 0 ~ 0 u z 0 w _J I- I- 1-1- <( w u w 0 :r: _J (/) w _J <( u (/) u z Vl w u > 0:0 w Vl ....J <( u z I u w f- 0 z <( <.:J z 0:0 w w z 0 z w aJ 0 0 N I- I 0 0:0 >-- []._ 0 u ~'!'~ CTURAL DETAILS ONLY NED BY t::NOOirEERlNG & TECHNICAL SERVICES DATE: 2/13/08 OWN BY: C L S DESIGN BY: CLS CHK. BY: D.D.S. REV: fllE: 1:\CURT\ETS \2008\folly Ho Const \Ric l> SHEET NO .: s 1