HomeMy WebLinkAboutApplication-Permitl Paytype . : 'AmtPaid Amt Due .'. Project Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Issue Date: 8/6/2009 Expires: 02/02/2010 Subdivision Section Township Range 000100 DAISY LN CARBONDALE, CO 81623 - 239335300019 35 7 88 Owner Information Address Phone Cell James Bingham 100 Daisy LN Carbondale CO 81623 970-704-1719 Contractor(s) Phone Primary Contractor Proposed Construction / Details Garage/storage - per Aside, use previous plan check fee of 518.54 towards permit fees FEES DUE Fee, Ain°tint Plan Check Fee $513.99 Residential Building Fee $790.75 Total: $1,304.74 FEES PAID Valuation: $ 70,536.48 Total Sq Feet: 2352 nr To Inv # BLRE-7-09-19624 $ 1,304.74 Check # 36973 $518,54 $ 786 20 Required Inspections: For Inspections call : 1(970)384-5003 nspection IVR See Permit Record Building Department Copy Thursday, August 6, 2009 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-82121 Fax.: 970-384-3470 / Inspection Line: 970-384-5003 www.garfield-countv.com 1 Parcel No: (this information is available at the assessors office 970-945-9134) 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description (00 Do. +5/ Lh . CGrbbrid )e,. c0 ((23 3 / Lot No: Block No: Subd./ Exemption:, 6/;! ,/...7%.!:,;,,-,< • 4 Owner: (property ownerMailing o,mC'.$ �V+ L,c‘t Address: 1 C .) Pb l;�x 3V Ccatl�11vi0t4e, �sm3 Ph: 970 Toy 0k1: Alt Ph q`tSi 5 Contractor: CleciPy Bu'Aihtf Cor9. Mailing Address: P ' 06X q•-$0 Z2.O Vernt'1CWI. 53593 Ph: (-(goo 37?, 5550 -Alt Ph: bin (gt-IS ci7o 6 Architect / ngineer: aft Leiv'!MC'tne-Pb MailingAddress: K 630220 ties ,A, L53593 Ph: f5(() 375 55So Alt Ph: 7 q. Ft. of Building: Sq. Ft. or Acres of Lot: n -01 t re 5 ► ►'fc Height: <� t G i I _ t U No, of Floors: 1 8 Use of Building 9 Describe Work: .--- 1 . recce l� d ! L l 10 Class of Work: )(New o Alteration o Addition 11 Garage: o Attached X Detached Septic: o ISDS o Community 12 Driveway Permit:1 Owners valuation of Work: $ VP r (. 0 ® 7 Authority. This application for a Building Permit must be signed by letter of authority, signed by the Owner, must be provided I,eaa1 Access. A Building Permit cannot be issued without proof of legal NOTICE the Owner of the property, described above, or an authorized agent If the signature below is not that of the Owner, a separate with this Application. and adequate access to the property for purposes of inspections by the Building Department. Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Discharge Permit. authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 CERTIFICATION contained above is true and correct. 1 understand that the Building Department accepts the Application, along with the plans based upon my certification as to accuracy. a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, are not in compliance with County Regulation(s) or any other applicable law. described above, to inspect the work. 1 further acknowledge that the issuance of the Building Permit does not prevent the if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without THE NOTICE & CERTIFICATION ABOVE'. Other Permits. Multiple separate permits may be required: (1) State County Highway/ Road Access or a State Wastewater Void Permit, A Building Permit becomes null and void if the work days after commencement. 1 hereby certify that 1 have read this Application and that the information and specifications and other data submitted by me or on my behalf (submittals), Assuming completeness of the submittals and approval of this Application, the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that I Code, ISDS regulations and applicable land use regulations (County construction or use of the structure(s) and facility(ies), described above, I hereby grant permission to the Building Department to enter the property, Building Official from: (I) requiring the correction of errors in the submittals, of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the or discrepancies. As the Owner, I acknowledge that responsibility for limitation my architect designer, engineer and/ or builder. 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND ow, .. `ATURE DATE STAFF USE ONLY Special Conditions: \C—' -21•K 4111 11 Adjusted Valuation: 705 .4 t Plan Check Fee: ,n3.11 Permit Fee: "110.'7x'" Manu home Fee: Mise Pees: !SAS Fee: 0\ TotalFees: t464•74 Fees Paid: '? 5d gr S! Balance Due: ./g6,0 BP leo & Issue Date: ISDS No & Issued Date: ......1 1-1 t Setbacks: OCC Group: Const Type: iF6 Zoning: r--- 2BL BLII C DEPT: / N.V V61 P NG DEPT: \ S j i 4 APPRO' AL DATE AP "' -OVA 1 '‘ + 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; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OWN SI ATURE B appli cationdecember2Oo7 DATE Receipt Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)946-8212 Fax: (970)384-3470 Return to: Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Owner's Information James Bingham 100 Daisy LN Carbondale, CO 81623 Invoice Number: BLRE-7-09-19624 invoice Date: July 30, 2009 Permit Number: BLRE-7-09-1176 Bond Number: Comments: Date 07/30/2009 07/30/2009 Fee Name Plan Check Fee Residential Building Fee Fee Type Percentage Adjustable Fee Amount $513.99 $790.75 Total Fees Due: $1,304.74 Payments Date Pay Type Check Number Amount Paid Change 03/20/2008 Check 36973 $518.54 $0.00 Total Paid: 8518.54 Total Due: $786.20 Friday, July 31, 2009 GARFIELD COUNTY BUILDING AND PLANNING 970--945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? Yes if Yes please provide a COPY. No 6. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agencies Yes 7. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance ith the IRC or per stamped engineered design? Yes 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances requ red between wood and earth? Yes t No 9. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes 1 No 10. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes 11. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 12. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or jQ.ists or trusses? Yes �/ 13. Does the building section drawing or other detail include the method of positive connection of all columns and ams? Yes CC// 14. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes t/ 25. Do you understan hat the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes 26. Have you designed or had this plan designed while considering building and other construction code requirements? � Yes L, 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes 28. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Gar iel ounty Building Department? Yes 29. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes 30. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Imp a ` or "Septic System" fees required, at the time you pick up your building permit? Yes 31. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384.5003. Yes t/ No 32. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspe tion fee? Yes 1. 33. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes 5 Project Name: /00 DAV/ Or . De -He -14e d 6qt6S Project Address: 100 E4 t S y c. Cqr lDotekdcl e_., CO 3/62.3 Notes: If any required information is missing delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminregsfMar2009 7 Contacts Building Plan Review Description of Work: Garage/storage Bin #: B-4 Location Address: 000100 DAISY LN CARBONDALE, CO Gen eral Information Case Manager: Ken Smith Plan Case Number: BLDG -7.09-6036 Parcel: 239335300019 Application Date: 07/30/2009 Owner: James Bingham Applicant: James Bingham Applicant Phone: 970-7041719 Email: Building Engineered Foundation Driveway Permit Surveyed Site Plan PlanninglZoninq Property Line Setbacks 30ft Stream Setbacks Flood Plain Septic Permit and Setbacks Building height Grade/Topography 30% Toning Sign -off Attach Residential Plan Review List _Road Impact Fees Minimum Application Questionnare HOAIDRC Approval Subdivision Plat Notes Grade/Topography 40% Fire Department Review Planning Issues Valuation Determination/Fees Subdivision Plat Red Line Plans/Stamps/Sticker General Comments: Attach Conditions Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter - Manu. Homes _Soils Report Thursday, July 30, 2009 Jim Wilson From: Jim Bingham [rockymtngardens@yahoo.coml Sent: Wednesday, November 04, 2009 1:05 PM To: Jim Wilson Subject: Fw: Cleary Building - insulation Tim: Here is the letter that you requested from Cleary builders regarding the insulation they and their subcontractors installed in my building. Thanks Tim Bingham --- On Thu, 10/22109, Delta <delta@,clearvbuildin com> wrote: From: Delta <delta@clearybuilding.com> Subject: Cleary Building - Insulation To: "rock mtnardens • ahoo.com" <rockymtngardensyahoo.com> Date: Thursday, October 22, 2009, 5:40 PM 10/22/09 To whom it may concern, In regards to the Bingham job # 2009246500 Permit # BLRE - 7-09-1176. Site address 100 Daisy Ln_ Carbondale CO 81623 in Garfield County. The insulation used in the walls is a 6" Fiberglass Batt R-19 with a 3 mill (min) vapor barrier as noted on Sheet 3 of 7 of the building plans. The insulation used in the ceiling is a Cellulose R-38 (approx 10" thick) with a 3 mill (min) vapor barrier as noted on Sheet 3 of 7 of the building plans. If you have any further questions, please feel free to contact me. Thanks Michael Hyatt Delta Branch Manager Cleary Building Corp. 970-874-1066 Information from ESET NOD32 Antivirus, version of virus signature database 4574 (20091104) The message was checked by ESET NOD32 Antivirus. http://www.eset.com GARFIELD COUNTY, COLORADO if1SPECTDOM Viafial NOT BE (\RADE UNLESS TE-(5CARD iSPOSTED ONTHE 303 Date Issued f ,(10* cc Permit No. AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Use Addressor Legal Description Owner Nott Building Permit Type This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection SPECT1ON RECORD Footing / f T, ,s ",0F li .. 0,./;,7lA. (l':ii i,, Driveway Foundation / Grouting Insulation 71._ ..- © 7 / et} r Underground Plumbing Drywall Rough Plumbing Electric Final (by State inspector) 0 Z.� r0/ -2_-/o (Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL ��_ - 77 9 (You ariust Call For Final inspection) Electric Rough (by State inspector) (Prior to Framing) Notes Framing (to include Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call 970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD APPROVED Date , U/ By _ PROTECT PERMIT FEATHER DA AGE Ij �9 r q II (DO NOT LA MATE)r /d Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Recep..tion.Search Basic Building characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photograph 1 Mill Levy Revenues Detail Tax Area 011 Account Number R011377 Parcel Number 239335300019 2008 Mill Levy 60.542 Owner Name and Mailing Address BINGHAM, JAMES S 100 DAISY LANE CARBONDALE, CO 81623 Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:35-7-88 DESC: TR IN LOTS 11 & 12 BK:0509 PG:0544 BK:0385 PG:0068 BK:1449 PG:294 RECPT:623440 BK:1449 PG:292 RECPT:623439 BK:1365 PG:106 RECPT:605868 BK:1365 PG:104 RECPT:605867 BK:1357 PG:926 RECPT:604154 BK:1165 PG:91-92 RECPT:556739 BK:0793 PG:0621 BK:0793 PG:0616 BK:0793 PG:0623 BK:0793 PG:0618 BK:0793 PG:0613 Location Physical Address: 100 DAISY LN CARBONDALE http://www.garcoact.comlassessor/parcel.asp?ParcelNumber=239335300019 7/31/2009 Parcel Detail Page 2 of 4 Subdivision: Land Acres: Land Sq Ft: 2.35 0 Section 35 Township 7 Range 88 2009 Property Tax Valuation Information Additional Value Detail Most Recent Sale Sale Date: Sale Price: 3/20/2003 335,000 Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: I Actual Value Assessed Value Land: 370,000 29,450 Improvements: 351,040 27,940 Total: 721,040 57,390 Additional Value Detail Most Recent Sale Sale Date: Sale Price: 3/20/2003 335,000 Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: I Residential Building Occurrence 1 Characteristics I FINISHED BSMT: 1,136 1 STORY W/ BASEMENT: 1,136 UNFINISHED BSMT: 1,136 TOTAL HEATED AREA: 2,272 ABSTRACT CODE: SINGLE FAM.RES- IMPROVEMTS ARCHITECTURAL STYLE: 1-STRY/BSM EXTERIOR WALL: T-11 SHTNG ROOF COVER: COMP SHNGL ROOF STRUCTURE: GABLE http://www.garcoact.comlassessor/parcel.asp?ParcelNumber=239335300019 7/31/2009 Parcel Detail Page 3 of 4 INTERIOR WALL: AVG PANEL Transaction Type INTERIOR WALL: DRYWALL 2008 FLOOR: CARPET I FLOOR: SHT VINYL HEATING FUEL: GAS ($1,238.08) HEATING TYPE: HOT WATER Tax Amount STORIES: STORIES 1.0 J BATHS: 1.7 ROOMS: 6 UNITS: 1 ($1,244.24) BEDROOMS: 4 Tax Amount YEAR BUILT: 1968 2006 AdditionalRoidential/Commercial Improvement Detail Tax Information Tax Year Transaction Type Amount 2008 Tax Payment: Second Half I ($1,238.08) 2008 Tax Payment: First Half ($1,238.08) 2008 [ Tax Amount $2,476.16 2007 Tax Payment: Second Half ($1,244.24) 2007 Tax Payment: First Half ($1,244.24) 2007 Tax Amount $2,488.48 2006 Tax Payment: Second Half ($1,111.88) 2006 Tax Payment: First Half ($1,111.88) 2006 Tax Amount $2,223.76 2005 Tax Payment: Second Half ($1,116.70) 2005 Tax Payment: First Half ($1,116.70) 2005 Tax Amount $2,233.40 2004 Tax Payment: Second Half ($1,229.78) 2004 Tax Payment: First Half ($1,229.78) 2004 Tax Amount $2,459.56 2003 Tax Payment: Second Half ($1,033.89) 2003 Tax Payment: First Half ($1,033.89) 2003 Tax Amount [ F $2,067.78 2002 Tax Payment: Second Half ($1,022.20) 2002 Tax Payment: First Half ($1,022.20) 2002 Tax Amount $2,044.40 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239335300019 7/31/2009 Parcel Detail Page 4 of 4 2001 1 Interest Payment I ($41.12)) 2001 Interest Charge $41.12 2001 Tax Payment: Whole ($2,055.76) 2001 Tax Amount $2,055.76 2000 Interest Payment ($16.85) 2000 Interest Charge $16.85 2000 Tax Payment: Whole ($1,684.50) 2000 Tax Amount $1,684.50 1999 Fee Payment ($22.10) 1999 Interest Payment ($99.70) 1999 Interest Charge $99.70 1999 Tax Payment: Whole ($1,661.62) 1999 Fee Charge $22.10 1999 Tax Amount $1,661.62 Mill Levy Revenues Detail Top of,Page Assessor Database Search Options 1 Treasurer Database Search_Qptious Clerk & RecorderDatabase_Search Options Garfield County Home Page The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained, Copyright © 2005 - 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.corrilassessor/parcel.asp?ParcelNumber-23933530001, 9 7/31/2009 r13G [`7c111I ciTIU rain: t:wominer Printed By: Michael Gruenhagen GENERAL NOTES AND SPECIFICATIONS 1. This building is designed in accordance with the following codes and specifications: 2003 International Building Code (IBC) 2001 Edition of 1Nationol Design Specifications for Mood Construction" Use Group(s) Clossiflcotion Type of Construction: Building Gross Square Footage: Building Design Loads: Design Truss Load: Design Snow load: u Type V-8 2352 Sq. F1. 49 PSF Total Load 40 PSF Ground Snow Load (Pg) (per IBC 2003) 40 PSF Balanced Roof Snow Load Design Wind Speed: 90 MPH (EXP C per 18C 2003) Seismic Use Group: 1 Seismic Design Category: C Maximum Considered Earthquake Ground Motion for 0.2 Second Spectral Response (S 0.2): 52.01.9 Maximum Considered Earthquake Ground Motion for 1.0 Second Spectral Response (5 1.0): 9.5%g 2. Ali lumber, unless otherwise noted, shall be S4S #2 SPF or better. All lumber embedded in the ground shall be treated with Chromoted Copper Arsenate to a retention level of 0.60 pounds per cubic foot. 3. Grading should be such that the surface water is drained away from the foundation. Minimum grade would be six inches of verticel drop per ten feet of horizontal away from the foundation (5%). 4. FIR used for concrete floor slab sub grade, if present, shall be reasonably graded gronulor material. Fill used in column holes shall be the excavated soil unless otherwise noted. All fill shall be free from debris, stones over 4'0, and frozen material. 5. Electrical work is not a pawl of this drawing Lind shall be installed as per applicable codes. 6. Heating, ventilating, and air conditioning work is not o part of this drawing and shalt be installed as per applicable codes. 7. Plumbing work is not a port of this drawing and shall be installed os per applicable codes. 8. All nails are to be threaded hardened steel unless otherwise noted. 9. This design is based on a building site with sand, silty sand. clayey sand, silty grovel, clayey grovel soil. As per the IBC Wilding code and Referenced Standard ASAE 406.1, on assumed soil bearing design value of 1500 psf with increases for depth and width bus been used in this design. If information is discovered before or during construction contrary to this, the bulking designer should be contacted. NON: This building. as depicted, must be constructed 5 feet or more from any and all lot lines and 10 feet or more from any other buildings on the same lot See IOC 2003 code end/or the local building official for exceptions. BUILDING LOCATION 100 DAISY DR CM18060ALE, CO 81623 COUNTY: GARFIELD BUILDING USAGE: GARAGE/STORAGE Ti -t( r8Mr j15 ,Allu/Ar ' Ow./ Apo iicorLe) 0 g AFP--WMGGzV.. r INN NOThis document, as presented and sealed, is not intended to be, nor should it be construed as such, a complete building design. It is intended to represent just the building itself. The design of the electrical, mechanical, plumbing, and site drainage are excluded from this pion. It should also be noted that the designer is unawore of any subsotl investigation reports. Footings have been sized on assumed values as per note 0,0 under General Specifications and Notes. The designer excludes determination that the assumed soil conditions ore present of the site. If o concrete floor will be installed, the design of the concrete floor is not port of these plans, nor is it intended to be. 11 shown, the concrete fbor is only depicted to show its location with respect to related components el the building. The client or general contractor is encouraged to contract with other professional engineers or architects for the design of the concrete floor and its subgrade. 11 N,e "fli � ��E3%S1 // O..P, • . " • L, ' • • js "' • V • N• M ••,p I' /"v y1� • 37006•„• 17 : • X. ••• `� XI �,n •, ► ` '.••• • ,\\'�\ S. rc<6;•-.. 'r/ S/QNAL�` `N1 'I/111111‘‘‘ 7',)O/9 I hereby ce " this gineenisg document was prepared .' ne or nder y direct personal sopervi '.n and ih, I a a licehsed professional Engi r ander 'e law of 111¢ State of Colorado. P 4P 7 iv 7 7, / ignature: Dote: Kori H. Lemmenes ) Printed or Typed Nome: My license renewal date is November 30, 2010 Pages covered by this sear P0905 1-7 (1) CLEARY WEATHERVANE OWNER LOCATE NORTH ELEVATION WEST ELEVATION � 1.'rti9Y DATE: 7/8/09 DRAWN BY: M.GRUENHAGEN SCALE: NONE SALES SPECIALIST: HYATT DELTA REVISIONS: NO. DATE IBY 60 L.F. CONTINUOUS PEAK VENTILATION EAST ELEVATION SOUTH ELEVATION AP SMELT TO NOTED TIONS & IlNS ECn G ;s ILD COUNTY 7M/01” GDEP : ' _ ' j/ (/ Byfoy. FIpp�y� ELD,{�COP'Yp�p� 6FiD nurrE iOt'C Wl i'�YOUT PSS ON SITE of TABLE OF CONTENTS 1. ELEVATIONS 2. FLOOR PLAN 3. TYPICAL SECTION "A" 4. TYPICAL SECTION "13" 5. ENDWALL. DIAGONAL BRACING DETAILS 6. DIAPHRAGM ACTION DETAILS 7. TRUSS DIAGRAMS (35 iF 0 CG h 0 CD r- co1) WIN (3 E YJ 42'x56'x 12'-8" COMMERCIA (n Q CLARY BUILDING CORP. www. c1 earyb u11 d1 ng, co m 190 PAOLI STREET P.O. 60X 930220 VERONA, WI 53593 (80D) .373-5550 JOB NO. 2009246500 SHEET J �1oI-7 0 L L N 7 n fl 1) I3 0 L 5 L O b S3 u E COLUMNS; COLUMN SIZE: HOLE DEPTH: HOLE DIAMETER: FOOTING SIZE: NUMBER OF‘ COLUMNS REQUIRED: ® SIDEWALL 3 -PLY 2x6x18'-0" 6'-4" 2410 12"x24"0 CONCRETE (SEE NOTE) 6 ® SIDEWALL 3 -PLY 2x6x18'-0" 5'-6" 181/ 614"4 PRECAST CONCRETE FOOTING 6 ® SIDEWALL 3 -PLY 2x6x18'-0' 5'-0" 24'0 12"x2414 CONCRETE (SEE NOTE) 6 ® CORNER 3 -PLY 2x6x18'-0" 5'-6" 1810 4"x1414 PRECAST CONCRETE FOOTING 4 QE CORNER 3 -PLY 2x6x18'-0" 4'-2" 181/ 4"x14"0 PRECAST CONCRETE FOOTING 2 ® ENDWALL 3 -PLY 2x6x20'-8" 5-6" 18"4 4"x34"4 PRECAST CONCRETE FOOTING 2 ® ENDWALL 3 -PLY 2x6x22'-0" 5'-6" 18"4 614'4 PRECAST CONCRETE FOOTING 3 ® ENDWALL 3 -PLY 2x6x22'-3" 5'-6" 18"4 4"x14"4 PRECAST CONCRETE FOOTING 1 ® ENDWALL 3 -PLY 2x6x23'-7" 5'-6" 18"0 4"x141/ PRECAST CONCRETE FOOTING 1 A. ® ENDWALL 3 -PLY 2x6x24'-11" 5'-6" 181/ 4"x14"4 PRECAST CONCRETE FOOTING 1 J NOM 60 TOTAL BAGS OF SACKCRETE REQUIRED FOR FOOTINGS CONT. PURLIN DESIGN PURLINS SPACED AT 24' O.C. COICTRUCRON FOREMAN NOTE: BE SURE TO MAINTAIN THE OVERALL LAP DISTANCE AND THE SPACING FROM PURUN ENO TO CENTER OF TRUSS A5 SHOWN (1) 43d NAIL EACH PURUN END TOE -NAIL EACH PURUN WITH (1) 10d NAIL (3) 10d NAILS ---TRUSS PURUN LAPS AT FIRST TRUSS FROM EACH ENDWACL (EANAIL C � URUN TOE—NAIL EACH PURUN WITH 1) 10d NAIL 12" MIN. 12" MIN. TRUSS ALL REMAINING PURUN LAPS 2x4 CONT. VERTICAL BEARING BLACK ATTACHED TO COLUMN WITH 204 MIS AT 6" O.C. (STAGGERED) �RUNS ERN TRFATEED PLANK TO BOTTOM OF TRUSS) CORNER DETAIL "A" (4)104 2x6 SIDEWALL GIRTS 3—PLY 2x6 CORNER COLUMN CLEARSPAN TRUSS/ 2x6 ENDWALL CIRTS 3—PLY 2x6 COLUMN NOTCHED FOR TRUSS ENDWALL RAFTER 2x4 BLOCKING AROUND COLUMN 2x4 EAVE PURUN/ 2.x4 STEEL NAILER TREATED 2x6 COLUMN FACING (RIP FACING TO 4 1/2"15 COLUMN TO BE WRAPPED WITH TRIM) CORNER DETAIL "B" AT PO' r •_„► NOTE 12"x24"4 CONCRETE _ (5) 6011 BAGS OF SACKCRETE PLACED UNDER 614 4 PRECAST FOOTING AS SHOWN 1 60011NG SACKCRETE = ANCHOR cOLUMN5 WITH (2) 2x6x12" TREATED BLOCKS ATTACHED TO COLUMN WITH (4) 20d NAILS PER EACH BLOCK FOR UPUFT NOTE COLUMN SETS ON TOP OF CONC. FOOTING - CHECK COLUMN CHART FOR EXACT FOOTING SIZE REQUIREMENTS (2) 2x6x12" TREATED BLOCKING CONCRETE FOOTING COLUMN ANCHOR DETAIL NOTE FACE ALL OPEN BAY COLUMNS WITH 2x6 TREATED LUMBER ATTACHED TO COLUMN WITH (1) 2013 NAIL AT 12” 0.C. (STAGGERED) OF EAVE HEIGHT LS 14' OR TALLER, INSTALL FACING TO 5001114G) TREATED 2x6 FACING 3 PLY 2.x5 COLUMN FACING DETAIL SEE CORNER DETAIL "A' THIS PAGE 0 NOTES: 1. FIELD VERIFY ALL DOOR AND WINDOW ROUGH OPENING SIZES PRIOR TO INSTALLING FRAME -OUTS 2. ATTACH ALL SIDE, END AND GABLE STEEL WITH PAINTED SCREWS 3. 2x6 JACKBRACING AT ENDWALL COLUMNS SEE DETAIL PAGE 6 4. 2x4 PURUN BLOCKING AT ENDWALL TRUSSES 5. DC BAYS WITH 2x4 ROOFLINE X -BRACING SEE DETAIL PAGE 6 12' r 18' STEEL COLORS: NOTES: 12" MEN. IMI ---TRUSS PURUN LAPS AT FIRST TRUSS FROM EACH ENDWACL (EANAIL C � URUN TOE—NAIL EACH PURUN WITH 1) 10d NAIL 12" MIN. 12" MIN. TRUSS ALL REMAINING PURUN LAPS 2x4 CONT. VERTICAL BEARING BLACK ATTACHED TO COLUMN WITH 204 MIS AT 6" O.C. (STAGGERED) �RUNS ERN TRFATEED PLANK TO BOTTOM OF TRUSS) CORNER DETAIL "A" (4)104 2x6 SIDEWALL GIRTS 3—PLY 2x6 CORNER COLUMN CLEARSPAN TRUSS/ 2x6 ENDWALL CIRTS 3—PLY 2x6 COLUMN NOTCHED FOR TRUSS ENDWALL RAFTER 2x4 BLOCKING AROUND COLUMN 2x4 EAVE PURUN/ 2.x4 STEEL NAILER TREATED 2x6 COLUMN FACING (RIP FACING TO 4 1/2"15 COLUMN TO BE WRAPPED WITH TRIM) CORNER DETAIL "B" AT PO' r •_„► NOTE 12"x24"4 CONCRETE _ (5) 6011 BAGS OF SACKCRETE PLACED UNDER 614 4 PRECAST FOOTING AS SHOWN 1 60011NG SACKCRETE = ANCHOR cOLUMN5 WITH (2) 2x6x12" TREATED BLOCKS ATTACHED TO COLUMN WITH (4) 20d NAILS PER EACH BLOCK FOR UPUFT NOTE COLUMN SETS ON TOP OF CONC. FOOTING - CHECK COLUMN CHART FOR EXACT FOOTING SIZE REQUIREMENTS (2) 2x6x12" TREATED BLOCKING CONCRETE FOOTING COLUMN ANCHOR DETAIL NOTE FACE ALL OPEN BAY COLUMNS WITH 2x6 TREATED LUMBER ATTACHED TO COLUMN WITH (1) 2013 NAIL AT 12” 0.C. (STAGGERED) OF EAVE HEIGHT LS 14' OR TALLER, INSTALL FACING TO 5001114G) TREATED 2x6 FACING 3 PLY 2.x5 COLUMN FACING DETAIL SEE CORNER DETAIL "A' THIS PAGE 0 NOTES: 1. FIELD VERIFY ALL DOOR AND WINDOW ROUGH OPENING SIZES PRIOR TO INSTALLING FRAME -OUTS 2. ATTACH ALL SIDE, END AND GABLE STEEL WITH PAINTED SCREWS 3. 2x6 JACKBRACING AT ENDWALL COLUMNS SEE DETAIL PAGE 6 4. 2x4 PURUN BLOCKING AT ENDWALL TRUSSES 5. DC BAYS WITH 2x4 ROOFLINE X -BRACING SEE DETAIL PAGE 6 12' r 18' STEEL COLORS: NOTES: BUILDING ACCESSORIES: ROOF: WHITE 100'+0" MARK' SET BY SALES SPECIALIST (1) CLEARY WEATHERVANE (OWNER LOCATE) INSIDE FILLER STRIP AT EAVE (RODE AND SIDE) SIDES: RED WALK DOORS. (2) 3068 GABLES' RED WINDOWS' (1) 4030. (3) 5030 INSIDE FILLER STRIP AT TREATED PLANK SLIDE DOORS- -- EAVEUTE -- TRIM' WHITE RIDGELITE...... -- ACCENTS -- VENTS 60 LF. CONTINUOUS PEAK VENTILATION ‘..WAINSCOTING. -- ROOF PITCH: 4 /12 PURLIN LAYOUT 1O' 56'-0" 18' 12' 8 0 T-0" 8'-0" 8'-0" 8•-0" 8'—O" 8.-0" uir 0 "-J STD. 2x6 OIRG. / 24" VENTED ALUM, BRACING (TM.) / LAVE EXTENSION 2x6 D3AG. X -BRACING / (WHIM)AT AT BOTH SIDES (2 -DAYS REQUPED AT 80TH ENOWALIS) / SEE DETAIL PAGE 5 / / 9'x9' OVERHEAD DOOR FRAME—OUT (DOOR BY OTHERS) 1/2" B.E.=100'+4 Q � C 4'x3\PLYCO S-500 ALUM. HORIZ. SUDE WINDOW WITH 2x6 FRAME (SET TOP OF WINDOW 0 LEVEL WITH TOP OF WALT( 000R) \ 3'x6'-8" WALK DOOR WITH 20"x24" GLASS AND 24 FRAME B.E.=100'+4' \ 60 LE. CON11NUO PEAK VENTILATION S. .53 3 ati 6" BATT INSULATION WITH (3) MIL POLY. IN WALLS FOR LINER SY OTHERS B.E.=100'+4" ir-LINER PANEL STEEL CEILING WITH (3) MIL POLY. (AT 38'x56' AREA ONLY) FOR INSULATION BY OTHERS MOTE USE CLEARSPAN TRUSS WITH NAILERS AND BEARING BLOCKS AT 60TH ENDWALLS SEE DETAIL PAGE 6 (3) 5'x3' PLYCO 3-500 ALUM. NORIZ. SUDE WINDOWS WITH 2x6 FRAME AT SOUTH SIDEWALL CENTERED IN BAYS (SET TDP OF WINDOW LEVEL WITH TOP OF WALK DOOR) 0 0) 24" VENTED ALUM. PURUN EXTENSION M AT BOTH ENDS 2x4 ROOFUNE1' \ \ WIND BRACING (1) ROW 2x4 LOWER CHORD STABILIZER CENTERED IN 38' WIDTH CEILING HATCH 30"x36' MIN. (1 -REQUIRED) OWNER LOCATE 1\;</1 li-I / 12'x10' OVERHEAD DOOR FT2AA1E-OUT (000R BY OTHERS) LQ.=11 11 1/2" B.E.=100'+4" / / / 3'x6'-8" MUD WALT( DOOR WITH 2x6 FRAME /B.E.=100'+4' / o /® T 0 0 0 8'-0" SEE CORNER DETAI "B" THIS PAGE L 8'-0" OPEN BAY 8'-0' OPEN BAY 8'-0" OPEN BAY 8'-0" OPEN BAY 56'-0" 8'-0" / 8'-0" OPEN BAY 8'-0. OPEN am 8'-0" 8'-0' OPEN BAY ® I J ``%%1111111eop REG 1' � OO • g- 0 L S • Tc% i0• • !LUy • O44 NAL 1 1111 10/200 'DATE: 7/8/09 DRAWN BY: M.GRUENHAGEN SCALE: NONE SALES SPECIALIST: HYATT DELTA REVISIONS: NO. DATE BY 1 2 �3 I V Ebb Th 42'x56'xl2'-8" COMMERCIAL CARY BUILDING CORP. www. Clea rybu l l d l ng. co m 190 PAOLI STREET P.O. 80X 930220 VERONA, WI 53593 (800) 373-5550 JOB NO. -2,009246500 SHEET 2oF7 ♦ i 100'+o" PREPAINTED FABRAL GRAND RIB 111 PLUS ROOF AND SIDE STEEL #2 SPF 2x4 PURLINS AT 24" O.C. SEE HEEL DETAIL INSIDE FILLER --Th STRIP AT EAVE (ROOF AND SIDE) 12 4 SEE TRUSS DIAGRAMS CO USE #2 SPF 2x6 GIRTS AT 32 1/2" 0.C. AT NORTH SIDEWALL USE #1 SP 2x6 GIRTS AT 32 3/4" O.C. AT ENDWALLS (3) ROWS: GS=27 1/4" 6" BATT INSUL. WITH (3) MIL. POLY. IN WALLS INTERIOR NAILERS BY OTHERS #1 SP .60 CCA 3 -PLY 2x6 COLUMN LINER BY OTHERS 2x8 TREATED PLANK WITH INSIDE FILLER STRIP 2x4 TREATED BASE NAILER B.E.=100'+4" PERIMETER INSUL. BY OTHERS SEE DETAIL THIS PAGE (2) 2x6x12" TREATED BLOCKS ATTACHED TO COLUMN WITH (4) 20d NAILS EACH BLOCK 4"x14"0 PRECAST 24"O CONCRETE FOOTING WITH (5) 60# BAGS OF SACKCRETE (12"x24"0) CEILING INSUL. BY OTHERS C:, 0 (1) ROW 2x4 L.C.S. CENTERED IN 3W WIDTH —LINER PANEL CEILING WITH (3) MIL. POLY. ATTACHED TO TRUSS WITH 1" TRU-GRIPS CONCRETE FLOOR PROVIDED AND INSTALLED BY OTHERS 24" VENTED ALUM. EAVE EXTENSION (WHITE) AT BOTH SIDES ATTACH TRUSS TO COLUMN WITH (2) 1/2"0x5 1/2" BOLTS AND NAIL WITH (2) 20d NAILS PER BOLT 4.000 <41 . 4,011111•1111 1 TAM PAW I \-LIPANEL CEILING rNER tT4110 LINER BY OTHERS #1 SP .60 CCA 3 -PLY 2x6 COLUMN ADJUSTING BLOCK BETWEEN TRUSS HEEL AND CENTER PLY OF COLUMN TO BE FIELD CUT TO FIT HEEL DETAIL NOTE: ANY EXPOSED INSULATION MUST BE PROTECTED FROM DIRECT SUNLIGHT 3 PLY COLUMN CONCRETE FLOOR BY OTHERS rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr1111 4'-0' MIN 1 1 2" STYROFOAM OR 7/8" URETHANE (BY OTHERS) PERIMETER INSULATION DETAIL CHECK LOCAL REQUIREMENTS ���o• rr RFG�Sr"i •• N' Lek, �c;�'P i 0cp6 LZ rrrrrr ‘N. ()NAL "III" 7/9/2009 4\ "DATE: 7/8/09 DRAWN BY: M.GRUENHAGEN SCALE: NONE SALES SPECIALIST: HYATT DELTA REVISIONS: NO. DATE BY 1 2 CD 675 7 42'x56')(12'-8" COMMERCIAL CLARY BUILDING CORP. www.dea ryb uiid Ing, com 190 PAOL1 STREET P.O. BOX 930220 VERONA, WI 53593 (800) 373-5550 JOB NO. 2009246500 SHEET of 7 t J r PREPAINTED FABRAL GRAND RIB III PLUS ROOF AND SIDE STEEL #2 SPF 2x4 PURLINS AT 24" 0.C. SEE HEEL DETAIL INSIDE FILLER STRIP AT EAVE (ROOF AND SIDE) DECORATIVE Y -BRACING #1 SP .60 CCA 3 -PLY 2x6 COLUMN FACE ALL OPEN BAY COLUMNS WITH 2x6 TREATED LUMBER SEE DETAIL PAGE 2 00' +0" SEE TRUSS DIAGRAMS 7/16" OSB INSUL. BAFFLE IIP; '"'! IAs* AO ti! AM 11, CEILING INSUL. BY OTHERS LINER PANEL CEILING WITH (3) MIL. POLY. ATTACHED TO TRUSS WITH 1" TRU-GRIPS USE #2 SPF 2x6 GIRTS AT 31 1/4" O.C. AT RECESSED SIDEWALL USE #1 SP 2x6 GIRTS AT 32 3/4" 0.0. AT ENDWALLS (3) ROWS: GS=27 1/4" 6" BATT INSUL. WITH (3) MIL. POLY. IN WALLS INTERIOR NAILERS BY OTHERS #1 SP .60 CCA 3 -PLY 2x6 COLUMN LINER BY OTHERS 2x8 TREATED PLANK WITH INSIDE FILLER STRIP 2x4 TREATED BASE NAILER B.E.=100'+4" CA 4"x14"0 PRECAST CONCRETE FOOTING (2) 2x6x12" TREATED BLOCKS ATTACHED TO COLUMN WITH (4) 20d NAILS EACH BLOCK PERIMETER INSUL. BY OTHERS SEE DETAIL PAGE 3 4"x14"0 PRECAST CONCRETE FOOTING WITH (5) 60# BAGS OF SACKCRETE (12"x24"0) 24"0 CONCRETE FLOOR PROVIDED AND INSTALLED BY OTHERS (1) ROW 2x4 LC.S. CENTERED IN 3$' WIDTH 24" VENTED ALUM. EAVE EXTENSION (WHITE) AT BOTH SIDES ATTACH TRUSS TO COLUMN— WITH (2) 1/2"0x5 1/2" BOLTS AND NAIL WO (4) 20d NAILS PER BOLT PLUSE (4) 20d NAILS AT TRUSS VERTICAL WEB — ATTACH TRUSS TO COLUMN WITH (2) 1/2"0x5 1/2" BOLTS AND NAIL WITH (2) 20d NAILS PER BOLT SKIRT STEEL -- DECORATIVE -- Y -BRACING J-TRIM---� ADJUSTING BLOCK BETWEEN TRUSS HEEL AND CENTER PLY OF COLUMN TO BE FIELD CUT TO FIT GRAND RIB III (WHITE) CEILING DOUBLE J -TRIM J -TRIM AROUND COLUMN AND BACK SIDE OF Y -BRACING FLAT STEEL DOOR EDGE TRIM OPEN BAY FACING SIDE STEEL HEEL DETAIL AT COLUMN SKIRT STEEL J -TRIM - GRAND RIB Ill (WHITE) CEILING J -TRIM HEEL DETAIL BETWEEN COLUMNS 7/16" OSB INSUL. BAFFLE LINER PANEL CEILING LINER BY OTHERS #1 SP .60 CCA 3 -PLY 2x6 COLUMN ADJUSTING BLOCK BETWEEN TRUSS HEEL AND CENTER PLY OF COLUMN TO BE FIELD CUT TO FIT ��Ppo. EG ��F''. 4- • 7/06 cc • ' 7/10/2009 DATE: 718/09 DRAWN BY: M.GRUENHAGEN SCALE: NONE SALES SPECIALIST: HYATT DELTA NO. REVISIONS: DATE BY 2 z Th 42'x56'x12'--8' COMMERCIAL cs.. BUILDING CORP. www.clearybu ildi ng.com 190 PAW STREET P.O. 80X 930220 VERONA, VII 53593 (800) 373-5550 JOB NO. 2009246500 SHEET 4or7 t rri mime ana ram; mc.ommercRH-wersonailMIKe51UUUZ4nUU0.)09246500-BRAC.dwg Printed By: Michael Gruenhagen Date Printed: 7/9/2009 12:00 PM 11 ATTACH DIAGONAL BRACE WITH (4) 1Od NAILS AT EACH GIRT #2 SPF 2x6 DIAGONAL BRACE 3—PLY COLUMN 2x6 DIAGONAL BRACE 2x6 BEARING BLOCK BEARING ON TREATED PLANK 2x8 TREATED PLANK // 2x6 BLOCK ATTACHED TO BRACING WITH (6) 10d NAILS 2x6 BRACING i 1• ATTACH CLEARSPAN ENDWALL TRUSS TO ENDWALL COLUMN WITH (7) 20d NAILS ,-2x4 CONT. VERTICAL BEARING FROM TOP OF TREATED PLANK TO BOTTOM OF TRUSS ATTACHED TO COLUMN WITH 20d NAILS 6" 0.C. (STAGGERED) 2x6x24" BEARING BLOCK ATTACHED TO DIAGONAL BRACE WITH (11) 1Od NAILS (BEAR ON BOTTOM CHORD OF TRUSS) 2x6x24" BEARING BLOCK ATTACHED TO DIAGONAL BRACE WITH (11) 10d NAILS (BEAR ON TREATED PLANK) ATTACH TREATED PLANK TO COLUMN WITH (7) 20d NAILS 2x6 DIAGONAL X -BRACE DETAIL AT WEST ENDWALL ATTACH CLEARSPAN ENDWALL TRUSS TO ENDWALL COLUMN WITH (7) 20d NAILS 2x4 CONT. VERTICAL BEARING FROM TOP OF TREATED PLANK TO BOTTOM OF TRUSS ATTACHED TO COLUMN WITH 20d NAILS 6" 0.C. (STAGGERED) 2x6x24" BEARING BLOCK ATTACHED TO DIAGONAL BRACE WITH (11) 10d NAILS (BEAR ON BOTTOM CHORD OF TRUSS) 11 L� 2x6x24" BEARING BLOCK ATTACHED TO DIAGONAL `��� BRACE WITH (11) lCd NAILS `�,��' (BEAR ON TREATED PLANK) ATTACH TREATED PLANK TO COLUMN WITH (7) 20d NAILS 3 PLY COLUMN 2x6 DIAGONAL BRACE 2x6 BEARING BLOCK BEARING ON TREATED PLANK 2x8 TREATED PLANK 2x6 BLOCK ATTACHED TO BRACING WITH (6) 10d NAILS { 1 i // 2x6 DIAGONAL X -BRACE DETAIL AT EAST ENDWALL 2x6 BRACING ATTACH DIAGONAL BRACE WITH (4) 10d NAILS AT EACH GIRT #2 SPF 2x6 DIAGONAL BRACE r,�►1111► •N RE• • `" _ _ d 06 u, ., ° •.;N NAL ' ' � 11 I I " 7/912009 SATE: 7/8/09 DRAWN BY: M.GRUENHAGEN SCALE: NONE SALES SPECIALIST: HYATT DELTA REVISIONS: NO. DATE BY 1 2 JIM BINGHAM 42'x56'x i 2'-8" COMMERCIAL BNDWALL DIAGONAL BRACING DETAILS 42'x56'xi2'---8" COMMERCIAL CLARY BUILDING CORP. www.clea rybuildln g, corn i90 PAOLI STREET P.O. BOX 930220 VERONA, WI 53593 (800) 373--5550 JOB NO. 2009246500 SHEET 50F7 6 0 D D Oy N 0 O • O- L ▪ • tt1 o Q1 E -c• c 0 a> E as eaL. U D • � 9 • N E. Q.. CORNER TRIM PREPAINTED FABRAL ROOF STEEL ATTACH ROOF STEEL AT PAN AREA ITO PURUN BLOCKING WITH (2) FABROSEALS OR (2) WOOD GRIPS PER EACH BLOCK FASCIA TRIM ALUMINUM SOFFIT (VENTED OR NON -VENTED) SOFFIT TRIM 2x4 PURLIN 2x4 PURUN BLOCKING ENDWALL TRUSS GABLE STEEL GABLE DETAIL WITH PURLIN EXTENSION NAIL FLY RAFTER THRU COLUMN WITH (1) 204 NAIL TOP CHORD OF CLEARSPAN TRUSS ATTACH BRACE TO 2x4 LOWER CHORD STABILIZER WFTH (2) 1 ad was 7__--- _ENO NAIL FLY RAFTER WITH (1) 20d NAIL THRU FIRST PURUN 2x4 FLY RAFTER ATTACHED 10 TRUSS WITH (2) 60d NAILS SPACED AS SHOWN #1 SP .60 CCA 3 -PLY 2x6 COLUMN FLY -RAFTER CONNECTION DETAIL END -NAIL BRACE TO TOP CHORD OF TRUSS WTD4 (1) 204 NAIL AND TOE -NAIL TO TOP CHORD WITH (1) 10d NAIL 2x4 PURUN BOTTOM CHORD OF CLEARSPAN TRUSS ATTACH BRACES TOGETHER WRH (i) 104 NAIL 2x4 LOWER CHORD STABIUZER ROOFLINE X -BRACING DETAIL X—BRACING IS ATTACHED TO LIWER C ORD STABILIZER SEE FLOOR PLAN FOR X-8RACE LOCATIONS END -NAIL BRACE 10 BOTTOM CHORD OF TRUSS WITH (1) 20d NAIL AND TOE -NAIL TO TOP CHORD WITH (1) 10d NAIL WALL STEEL ATTACHMENT WITH SCREWS TYPICAL GIRT: SCREWS 9' 0,C. AT ALL STEEL PANEL ENDS PREPAINTED FABRAL ROOF STEEL ATTACH ROOF STEEL AT PAN AREA 70 PURLIN BLOCKING WITH (2) FABROSEALS OR (2) WOOD GRIPS PER EACH BLOCK 2x4 PURLIN BLOCKING ATTACHED TO TRUSS WITH (2) 40d NAILS WALL STEEL ATTACHMENT WITH NAILS TYPICAL GIRT: NAILS 9' 0.0. AT ALL STEEL PANEL ENDS ATTACH ENDWALL STEEL TO TOP CHORD -OF ENDWALL TRUSS WIN (2) PAN NAILS OR (2) WOOD GRIPS PER EACH PAN 1 I i TOP CHORD OF ENDWALL TRUSS 1 I I --- PREPMNTED FABRAL ENDWALL STEEL ATTACH ENDWALL STEEL TO 2x8 TREATED PLANK WITH (2) PAN NAILS OR (2) WOOD GRIPS PER EACH PAN 1 1 1 2x8 TREATED PLANK ATTACHED TO EACH COLUMN wHH (7) 26d NAILS . l . ATTACH TRUSS TO CORNER COLUMN 16611 (7) 264 NAILS 2x4 CONT. VERTICAL BEARING BLOCK ATTACHED TO COLUMN WITH 20d NAILS AT 12' 0.0. (STAGGERED) (VETR11CAL RUNS FROM TTOP OF TREATED PLANK TO BOTTOM OF TRUSS) ENDWALL STEEL ATTACHMENT FOR DIAPHRAGM ACTION AT BOTH ENDWALLS #1 SP .60 CCA 3 -PLY 24 COLUMN 2x6 SIDEWALL GIRT CLEARSPAN ENDWALL TRUSS TO COLUMN CONNECTION DETAIL AT BOTH ENDWALLS AT NORTHERN CORNERS ATTACH TRU5 TO CORNER COLUMN WWII (7) 201 NAILS TRUSS BEARS ON OUTER COLUMN PLY 11 5P .60 CCA 3 -PLY 24 COLUMN (FIELD NOTCHED) CLEARSPAN ENDWALL TRUSS TO COLUMN CONNECTION DETAIL AT BOTH ENDWALLS AT SOUTHERN CORNERS ATTACH EACH PURUN TO TRUSS AT BOTH SIDES OF JACKBRACE LOCATION WRN (1) 404 NAIL AND TOE -NAIL WITH (1) 10d NAIL /2 SPF SINGLE 2x5 ENDWALL VERTICAL. ENDWALL TRUSS 2x4 PURLIN ATTACH 2x6 JACKBRACE TO COLUMN WITH (5) 20d NAILS 11 SP .60 CCA 3 -PLY 2x6 COLUMN TO EAVE HEIGHT ATTACH TRUSS TO CORNER COLUMN WITH (7) 204 NAILS 2x4 'CONT. VERTICAL BEARING BLOCK ATTACHED TO COLUMN WITH 204 NAILS AT 6' OJT. (STAGGERED) VERTICAL RUNS FROM OP OF TREATED PLANK TO BOTTOM OF TRUSS) #1 SP .60 CCA 3 -PLY 2x6 COLUMN 2x5 JACKBRACE x xi TIE 2x6 JACKBRACE TO TOP CHORD OF TRUSS WITH STEEL, BANDING / END -HAIL BANDING AN0 TRUSS TO JACKBRACE WITH (3) 204 NAILS AND ATTACH HANDING TO TOP OF JACKBRACE WITH (4) 104 NAILS CLEARSPAN TRUSS NAIL 1x4 STIFFENER TO 2x6 JACKBRACE.WDH 104 NAILS AT 12' 0.0. JACKBRACE DETAIL AT ENDWALL COLUMNS 2x6 TRUSS VERTICAL WEB 2x8 SIDEWALL GIRT ,N,0100 R 0• .01 CLEARSPAN ENDWALL TRUSS TO COLUMN CONNECTION DETAIL f; AT BOTH ENDWALLS AT CORNER COLUMNS "E" .. 2 `5 06 11/11111"7/10/2009 DATE: 7/8/09 DRAWN BY: M.GRUENHAGEN SCALE: NONE SALES SPECIALIST: HYATT DELTA REVISIONS: NO. DATE BY 1 2 `3. Ar k 42'x56'x 12'-8" COMMERCIAL ION DETAILS CLtARY BUILDING CORP. www,c1eafy bth1dIng.com 190 PA0L1 STREET P.O. BOX 930220 VERONA. WT 53593 (800) 373--5550 JOB NO.1 009246500 SHEET fioF7 t � rue 'Name ano ram:::titaommeroi\t-FersonallmiKe1Zuu9246500\200924650o-TRUS.dwg Date Printed: 7/9/200912:00 PM c as -c to 2 m > Lit THIS DUG PRfPAREO FYOH COMPUTER INPU1 (LOADS A DIHENS!OMS) SUBMITTED BY TLS MER. {0.83 "* 41-9 EMSC 40STST 8 OC 4 2 0F! 90 C) Top chord 2x10 SP 2400f-2,OE Bot chord 2x8 SP 2400f -2-0E Webs 2x6 SP ?)I :W3, W6, W7, W9, W10 2x4 SP #I2: :Lt Wedge 2x10 SP 1d1::Rt Wedge 2x10 SP (11: (A) 1x4 "T" brace. 8O% length of web member. Same species & SRB grade or better. Attach with 8d Box or Gun (0.113"x2.5",min-)nails @ 6" OC. (8) 2x6 "T" brace. 80% length of web member. Same species & grade or better. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Trusses to be spaced at 96.0" OC maximum. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24" OC. 1-G-0 0- -0 1- 0-6-0 5X5111 K816 4 7X10 r-' K1213%11 143 (A) SS1319= K1013= c2'>c 4 2 12>Al 146 90 mph wind, 16.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof. CAT 1, EXP C, wind TC OL. 2.4 psf, wind BC DL 0.6 psf. Wind reactions based on MWFRS pressures. SEE CLEARY BUILDING CORP. DRAWINGS FOR BEARING ATTACHMENT AND BOTTOM CHORD BRACING DETAILS. THIS DESIGN APPLIES TO 80TH OPEN WALL AND ENCLOSED WALL BUILDINGS. CAMBER TRUSS 0.75" AT CENTERLINE K1216(R) III 147 „1 �LI] K812 (R) 4 SSO712= 8X8(I) SS0712 8X8(I) 4-2-12 2 9-0 7-0-4 6.10-8 6-10.8 4-5-8 4-4-0 8.3-8 7-7-0 -1- 20-10-8 6X8(8) it/ W9 6-10-8 K816= 4X7 /0 5X5= SS1319 7-1-8 8-3-8 20-10-8 8-9-8 R--2282 Rw 467 U 218 W 5.50 RL -550/-550 PLT TYP. K, 8 Gauge SS,WAVE 1TW Building Components Group, Inc. Earth City, MO 63045 R 11725 Uw2260 W-5.5' 41 9-0 Over 3 Supports Design Crit: CUSTOM/TPI-2002(STD) FT/RT=20%(20%)/10(10) 9 "'WARN IH G"" 11111511111 111001113 l 0101111 34N# IN 1110X3 Or I00, 11.;111111114. 111111'P1OG. 111S#ALL INC, •1x11 6111(153)3. 1111111 111 0101 1B11l0IN+11, 0101)11)1 501110 1N1111N/.110N1, 1'1Bl 741110 PI 131 1111/33 11013 1x511111151. /111 5311"';II 115 yIN111. 30111 112. At1.NANEIIA, VA, 111:1301 1110 61 C0 140510 IMO,. 111101.1E 01 AKLR3CA, 6100 ENI;NFRISI 1x13'. }00131111, A! 63)1/1 3;1R 5;.3(51 01.4111(3 50 IDA 10 ➢fO10NY1TNr. 30513 513011 IONS. 1kt FSS 11103011133 11101311130 101 40010 011011 11335. 1'11x31010 0111(1110 011.1151.111.1. 1'11111.1/ 1#0 51111145 511010 51111E 11.01 A PRDP3030 ATTACHED R5G10 CEILING. "* 1HPORTAHT•'fioNi{II1 (01.0 113 11110 Or,I,:N 14105 lu310,11.311,11 f,I1H10A1Tuv, IN AIr11010111'.l,O'OO,O14 41,10. 5111,. 08.11E 1101 01. 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Is 1111 IL30-01101031 111 111 114 501101NC 005101131 i'3k AN011131 1 0111. 1. 02 . 8 ..09o. T' 6n :1 k. Q* °x311 M. PTelv •cr / / 0 o ,• JIa1 [0:'0 An. 4�w 8 0-1-0 R 6995 U'1321 W,5.5" l -11/ -1E/ -1F �+IL 40.0 PSF TC DL 4.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 49,0 PSF -8 -0 Scale =.175"/Ft REF R7054- 75515 http:!/ecdrawings ATE 07/02/09 W HOUSR7054 09183010 0 -ENG DJR/FK OUR.FAC. 1,15 FROM 108 SPACING 96.0" JREF- 1TT07054208 DATE: 7/8/09 DRAWN BY: M.GRUENHAGEN SCALE: NONE SALES SPECIALIST: HYATT DELTA REVISIONS: NO. DATE IBY' 1 2 42'x56'x 12'-8" COMMERCIAL CLARY BUILDING CORP. www-cl oorybui Iding.mm 190 PAOLI STREET P.O. BOX 930220 vERONA, WI 53593 (800) 373-5550 JOB NO. 2009246500 SHEET 7or7 1