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HomeMy WebLinkAboutApplication-PermitGarfield County No. I (o ' '63 I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 0037 Valley View Pl-Parachute Locality: Battlement Creek Village Sec2, Lot 5, blk 3/ 2407-064-07-011 Use of Building: s/f dwelling on crawl space w/att garage & patio Owner: Jefferies Construction Inc Contractor: Owner Amount of Permit: $2,766.97 ------'---'-----Date: ~> ro, a-ou? Clerk: ___;Q=--.....;;~=->::;...;;:.::::. ~..._~Jk-1=-..:._ GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8~" Street, Suite 401, Glenwood Springs, CO 8160_1 Phone: 970-945-8212 I Fax: 970-384·3470 I Inspection Line: 970-384-5003 Parcel/Schedule No: ()-Jfo 7-o0 <f-D 7 -() f( A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUSf BE ISSUED BY tHE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS,· OR IF CONSTRUCTION OR WOI-lli: IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. J HEREBY CERTIFY THAT I HAVE HEAD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR OF ANY OTIIER SfATE OR WCAL OR THE PERFORMANCE OF AGREEMENT o Remove Q Single C! Double iS.¥'""" Site Plan Adjusted !1 0, 1)0 PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITIED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF TIIIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURsUANT TO AUTHOR11YGIVEN LN 30.28.201 CRS AS AMENDED. TI-lE SIGNER FURTIIERAGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITI-1 IN THE LCOATION. ERECTION. CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCWRE. THE PERMIT MAY BE REVOKED BY N011CE FROM THE COUN1Y AND THAT: THEN AND THERE IT SHALL BECOME NULL AND VOID. TI-lE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TillS JURISDICTION. TiiE REVIEW OF SUBMITIED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONS11TUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LlABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. TiiE RESPONSI BILI1Y FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY Wii'H THE ARTICTECT, DESIGNER. BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Jj./'1 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE {INITIAL): f-.! ~<\t3S'6t ?{ 1\l<=>( ~ {;t/:)D.qy C\.~t0 \ts1 $ lb~~,b:? ~.J...3~1o 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 posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, 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 stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; · 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. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (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 ;nd the issuance of a Certificate of Occupancy for the dwelling under building pemtit # /Ob ,f_J . /tllaf g/n /o7 Signature Date Bpapplicationoctober2006 VALUATION/FEE DETERMINATION Applicant ~H:::IZ/f£5 Co;vS r • Address "37 vttLL£7' vu::w PL. Date. __ _.&=o...;;..-2'c;.<.1...;;-;..::t:>:...1'------- Finished (Livable Area): Main 2•\;?. 5 Upper Lower Other Subdivision ~U/11/VJI Lot/Block L S -6 3 Contractor :J£PPtztF!> ( 0 ...,s 1 Basement: Total Square Feet Valuation ~'tZ':>X 7'-tt.~ )&'IJ oet'1 Unfinished Conversion of Unfinished to Finished Phin Check Fee for Conversion Garage: Valuation X ;<J• uo 775"" = 1 '3 '1 s-o Valuation Crawl Space: ~4:2-c(' )( q: ;;;-;;lt,tr '2--s'" Valuation Decks/Patios: Covered Valuation Open 3~8 k 17 ::::-LJ z_q (, Valuation Total Valuation 2 ? c-1, 110 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 · 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. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within th.;;nvelope. Yes __ _ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks ds;>pply. Yes._-"-V __ 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties),streams or water courses? Yes V 4. Does the site plan indicate the location and direction of the County or private road accessing the property? 2 / Yes. ____ _ 5, Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes V 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes ~ 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and t~ clearances required between wood and earth? Yes __ .:_v ___ _ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and ~s? Yes _____ _ 9. 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 7d loads? Yes _____ _ l 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes V 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes __ _:V ___ _ 12. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes V 13. Does the elevation plan .indicate the height of the building or proposed addition from the undisturbed grade to the midpointbetween 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) v 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 make and mogel and Colorado Phase II certifications or phase II EPA certification? Yes v' No ____ ~--~--~ 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with l)J.e IRC? Yes yr No ____________ __ 16. Does the plan include a window schedule or other verification that egtessirescue windows from sleep? rooms and/or basements comply with the requirements of the IRC? Yes __________ _ 17. Does the plan include a window schedule or other verification that windows provide natural light and ventj.lation for all habitable rooms? y es. _____ v'--'---- 18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY ~ty glazing for these areas? Yes ~ No ____________ __ 19.. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated o;:vthe plan? Yes V No _________ _ 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes V No ------- 21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk dthe HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial m_9dification of the plans. Yes v' No ____________ _ 22. Will this be the only residential structure on the parcel? Yes V No Ifno-Explain: ___________ __ 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes V 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long?/ Yes No ____ _ 25. Have you designed or had this plan designed while considering building m1d other constmcti~de requirements? Yes No ____ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties ZOJJ2 district? Yes v No _____ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspectio~the Garfield County Building Department? Yes ____ _ 28. Do you understm1d that approval for design and/or construction changes are required prior to the appli~n of these changes? Yes No _____ _ 29. Do you understand that the Building Department will collecta "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "PeiDJ.it Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building pepnit? Yes v No _____ _ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called ijVto 384-5003. Yes v No ____ ~_ 31. 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 V No ----- 32. 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 . occupancvPf the building? Yes No ____ ~-- 5 3 3. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRCy Yes ~ No _________ __ 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at~ of applicable inspection. Yes No ___________ __ 35. Are you aware, that on the front of the Building Permit Application you will need to fill1n the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a buildi~ennit application? Your attention in this is appreciated. Yes No ---------------- 36. Do you know that the local fire dis!tlct may require you to submit plans for their review of fire safety issues? Yes V No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading pennit? Yes V 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance 7ertificate of Occupancy? Yes ____ _ I hereby acknowledge that I have read, understand and answered these questions to the b of mx ab"lity. Date Phone: ~"1'1---:7/~v (days); f!m;-!lZ7(., (evenings) ">) Project Name: J? ){F u./?1 V/CIA.J ft..., !3/FT17£1'fe/V'& 11 B'N't Cb, \ PmJ~< Add=•-----~-'-'./l __ ""l __ fZ' ______________________________________ _ ~ =;;,~'Y c;:;;";::• moybo ;~o;red Wpm~~ fu;; information at the request of the Building Official prior to beginning the plan review process. 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 tbe adopted codes, tbe 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. Bpminreq November2006 7 PLAN REVIEW CHECKLIST Building ~ngineered Foundation _L_Driveway Permit ~Surveyed Site Plan -4-septic Permit and Setbacks ~ f'~radefi'opography 30% ttach Residential Plan Review List ~Minimum Application Questionnaire ~ubdivision Plat Notes LFire Department Review _J__, Valuation Determination/Fees _LRed Line Plans/Stamps/Sticker *-Attach Conditions ~Application Signed -----t,.L_Plan Reviewer To Sign Application / Parcel/Schedule No. ~ 40# Snow load Letter-Manf. Hms. _L Soils Report GENERAL NOTES: Date, _ ____.£,'""· _-_.,2"-'1r...::-:..,D"'-1-t---- Planning/Zoning _4rty Line Setbacks _6oft Stream Setbacks __ LodPlain _duilding Height ___6ning Sign-off _6oad Impact Fees ~HOA/DRC Approval ~Grade/Topography 40% _LPlanning Issues ~Subdivision Plat Notes Bill To: Gariield County Road and Bridge Department P.O. Box426 Rifle, CO 81650 Phom!-(970)625-8601 Fax-(970)625-8627 Invoice Driveway Permit Number: GRB07-D"76 Invoice Date: 7/9/2007 Jeffries Construction 0023 Lafrenge Lane Silt ' co 81652 $75.00 per Driveway Permit. _:t='rhr~way Permit Fee: Total Due: Thank You! $75.00 $75.00 Garfield Application for Driveway Permit Person Obtaining Permit: Jeffries\Construction Application Date: 71912007 County Road Number: 370H : District: Silt Permit Number: GRB07-D-76 'J,'ermination Date: 8/912007 Inspector: Jake Mall hereby requests permission and autho\ity from the Board of County Commissioners to construct a driveway approach ( es) on the right-of-way off of County Road, 370H, of At Address, loeated on the East side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot along road. ' 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from driveway to road intersection, if any. 6. Size and shape of area separating.driveways if more than one approach. 7. Setback distance ofbuilding(s) and other structure improvements. · 8. No unloading of equipment oti county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in interest, and aff"ums that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road ~ght of way. · 2) The applicant shall furnish all !labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall \be as designated and/or approved by the Board of County Commissioners or their representative and all material~ used· shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held hannless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach ( es) even though deposited on the driveway( s) in the course of the County snow removal operations. i 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall , be surely braced before the ferlce is cut to prevent any slacking of the remaining fence and all posts and wire r.emoved shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Boa~d of County Commissioners. 8) Provisions and specifications eutlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield C<\unty, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 9) Final inspection of driveway! will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. The inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. 1 0) Contractor agrees to all Provisions in Exhibit A. Special Conditions: 1. Driveway Width-As per Bai;tlement Mesa specifications 2. Culvert required? False Siz~: by 3. Asphalt or concrete pad reqjlired? Trne Size of pad: As per Battlement Mesa Specifications 4. Gravel portion required? F~se Length: 5. Trees, brush and/or fence n~ed to be removed for visibility? False 6. Distance and Direction: 7. Certified Traffic Control Re,quired? False 8. Work zone signs required? ifrue In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifi~s that he has read, understands and accepts the foregoing provisions and conditions and agrees to struct the drive ay(s) in accordance with the accompanying specification plan reviewed and approved ' by the Board of County Commissioners. · Address: Telephone Number: 3 £'}.-"'?%fit~ Permit granted 7/9/2007, subject to tht; provisions, specifications and conditions stipnlated herein. For Boa~d of County Commissioners' of Garfield County, Colorado: CJ.#bdriJCJuJ J Representative of Garfield County Road and Bridge Signature Specifications 1. A driveway approach is understood to be that portion of the county road right-of way between the pavement edge and the property line that is de~igned and used for the interchange of traffic between the roadway and abutting property. i 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of \raffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shaH be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distanc_e iin both directions along the county road in order to maneuver safely and without interfering with county road trjtffic. 4. The Applicant shall not be per/nitted to erect any sign or display material, either fixed or movable, on or extending over any portion of ):he county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (I 00) feet. Additi~nal.entrances or exits for parcels having a frontage-in excess of one hundred 1 00) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway except as incr\!ased by pennissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by pennissible radii. 8. The axis of an approach to thejroad may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees aM sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the typeioftraffic to be served and other physical conditions. 9. The construction of parking o~ servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off-the-road parking facilities. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for:a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%). 11. All driveways and approaches! shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing ofthe proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. BOARD OF C~UNTY COMMISSIONERS OF GARFIELD COUNTY !CERTIFICATJ:ON AND AFFJ:DAVJ:T REGARDJ:NG ILLEGAL ALIENS The Contractor, whose name a~d signature appears below, certifies and agrees as follows: 1. The Contractor shall comp~y with the provisions of C.R.S. B-17.5:101 et seq. The Contractor shall not knowingly employ or contract with an illegal alien to perform work for the Board of county commissioners of Garfield County, Colorado ("BOCC") or enter itito a contract: with a subcontractor that knowingly employs or contracts with aniillegal alien. 2. The Contractor represents) warrants, and agrees that it has verified that it does not employ any illeg41· aliens; that it has participated or attempted to participate in the Basic Pil9t Employment Verification Program administered by the Social Security Administration and Department of Homeland Security; and otherwise shall comply with the requirements of C.R.S. 8-17.5-102(2) (b). 3. The Contractor shall comp!y with all reasonable requests made in the course of an investigation under C.~.s. 8-17.5-102 by the Colorado Department of Labor and Employment. If the Contr~ctor fails to comply with any requirement of this provision or C.R.S. 8-17.5-101 et seq., the BOCC may terminate work for breach and the Contractor shall be iiable for actual and consequential damages to the State. 4. If the Contractor is a so+e proprietor, the undersigned hereby swears or affirms under penalty of perjury under the laws of the State of Colorado that (check one) : -X... I ...:L I _L_ I am a United States ci~iz~n, or am a Permanent Residerit of the United States, or am lawfully present il~ the United States pursuant to Federal law. I understand that thisisworn statement is required by law because I am a sqle proprietor e*tering into a contract to perform work for the BOCC. I understand!that state law requires me to provide proof that I am lawfully present in the United States prior to starting work for the BOCC. I further acknowledge that I will comply. with the requirements of c.~.s. 24-76.5-101 et seq. and will produce the required form of identification prior to starting work. I acknowledge that making a-false, fictitious, or fraudulent statement or representation in this sworniaffidavit is punishable under the criminal laws of Colorado as perjury in the second degree under C.R.S. 18-8-503. CERTIFIED and AGREED to thisi__f day of s!v0( , 2001!7 FE!N or Social Security Number Title Permit Number: GRB07-D-76 Exhibit A • .. BATTLEMENT MESA SERVICE ASSOCIATION ARt:,..,ffii:IT'T'l'""ECTUR.AL COMMl'l'TEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: .Jet='f::'E!Z.u;.s •. Cot¥ft t'-IC. Home Mailing Address: o·z:; W\£gaJ"'i-t...tJ, &.>tcr 4>. f4 lt..tia:2... HomePhone: "j10, '?t, -5'%21, Work:Pbone(':Jfdesired):_")"'-r"J'f._._-_.1'-L.'l....,ftt.~-----::;-::..,-- ~.,_ ProjectAddress:37 Vf\y.El( \/le,, rk Lot:_.2__BltJck: '3 Subdivision:~ C.fZ. Wl. P r o d u c t i o n If o m e P I a n N a m e ( i f a p. p·l i c a b 1 e ) : Homebuilder. S~Mp BusinessMailing.Addtess:_• ------:::--:::::-:--:--::---=.--=,.-==:-------Bnsines8Phone:_-'-________ Fax(ifdesired): f1/)-$7Jv-?~1? Bstima1MStartDate: 1/P7 EstimatedCompletionDate:__..fe'+-/o"'-'f/.___ ·.\:·~~'lWAL REQUIREMENTS: Two Copies each of items.!, 2 & 4·neea to be ~ubmiffed. · <(~-off items attached to the Application. Fill in spaces as indicated.) V I. Site Plan Drawing (1" = 10' or 1 n = 20' scale) with the following infonnatiQD. shown: V Lot. Block &:. Subdivisionllliille. v . Street Address ofProject. _ _,v'--Building Setback Lines (also fiJI...in the. shortest disfance between property line to the cx:terlor wall closest to that property line). Please be aware that an Building Setback Lines are taken from your Property Line Pins! I Your Property Line is NOT the Curb Line!! v v Front Setback; Left Side Setback: Right Side Setbaclc: Rear Setback: Utility Easements. . pweUingUnit 55' Clear Site-Line at Intersecti~ Comer Lots. Site Gtading mevations & ~ · F'JISt (main) Floor Height in~~.~~ to top of street curb at front-center oflot. Driveways (including width 9fiYewaY), Walkways, Patios, etc. Outbuildings. · ~vt •1 This portion of the Appij~Ji!lltli'o:rm is to be completed by the Arehitectural COmmittee (not the Applicant). CONDITIONS OFAPPROVAL or DISAPPROVAL · .\r;' • No sitework or building construction may proceed on any Lot (including no preliminary site clearing, gll'$hipg.gnuiealteration. stoJ.ing of material. fuundation e_xcavation. extension of underground utili:fies, etc.:)~ thC Project has received a Project approval from the Architectural Committee and has been isSUed a. BUilding. Permit (as required by Garlield Collllty for new home or Renovation projects). · 10; AllgeneralbUildingandsiteimprovementscoDSIIUctionforanyProjeetsball beeompletedandsballhave issued a Cettificate of Occupancy from the Garfield County Building Department no later than one (1) year after thC iSSlilmee date of this Architectural Ggmmittee.Approyal. 11. The complete landscaping and revegetation of the improved Lot. to speei:fieally include the fum!. side andg ymd areas, shan be completed no latertban six (6) months 1Iom. thC date of the Certificate of Occupancy. . 12. IfthC se1eetion of colors and /or Jandscaping plans ate not included with this application they must-be Wbmitted for approval befure any action is talren to install the missing items. 13. 14. 15. Applica'~-o al (Initials ofAro~m~!;{embers): . By: ~ -~ ~--- Appli~tionAp~ for Constrn~bject to the a~nnditlons: . ByCbamnan: ~J" ~-:?< -~ Date. Application Denied {JDitials of Aichitectw:al Commit1ee Members): By: --·----- Application Denied for reason(s) stated above: By~--------------------------------Date: ____ _;_ __ _ No. --+f-V---=6=---· :$_""'-""6=--- Setbacks: Front Rear aJ;t RH LH Zoning ___ _ 5/v~(JY\.~~~1 INSPECTIONs Soils Test <f--F-: Weatherproofing __________ _ Footing ~7 _ · Mechanical ______ _;__ __ ,--__ Foundation /o -:Z ~ o '7 tOm Electrical Rough (State) /...,. /'!-·~ o Cf Grout Electrical Final (~te) S""' S:-o 8' Underground Pluml{ing 1 Final 5...Y9-c.?<1Checklist Compl_eted? &-\\)\1SOV\ Rough Plumbin,g l-.ly·Q8~ Certificate OccuRancx # ..:.t~'S,8:..~.:~::::u~:lL----- Framing I ~(1:-08'.Qw..---Date S.-c.:a-o:a., · Insulation t-x;...og ~ Septic System# /JfA frJNrtfYI()flliJ{ Roofing Date ----------- Drywall 61-I -o8lJW\ F..inai, ___ -=-......,..-=--::--...----- Gas Piping J~l¢~116 ~ OthedJ..~ 6-RJSD'J--D-?b NOTES J (continue on back) [)I INSPECTION Will NOT BE MADE UNlESS THIS CARD IS POSTED ON THE JOB . 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY; COLORADO Date IssueflJJ.2f.9..7..zoned Area ............................... Permit No ... ./()/,.,jJ.. ........ .. AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure 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 Inspector and IMMEDIATELY BECOME NULL AND VOID. use :sir dwellmq ® Cfo.wl ;:pace w)U \\ DMilqe \ ~ Address or L<gal Description00"3J. \JCllle~ Ulftulfu-J>lc'hUle OwnerJe'FI'eJ \0 (])l\3l-. Contractor(J\!.l'tfl Setbacks Front Side Side Rear This Card Mu:Jt Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing'f·~i· ~7 fo1i\ v-IO"'U'. OK Driveway ok Foundation iO .1.-01 taw. :{·{ if·b3 !#A- Underground Plumbing Insulation J·i<~ . of.i~ Rough Plumbing 1..-/llj ·01 10 r.t Drywall ,l -/-0[5 LJ-.1 Chimney & Vent f • -o r h-1. Electric Final (by State inspector) )-!'?f'd// Gas Piping I· I~ -ll 'I A lr1\ Final C"~lf'-c;Jf; c;:;u; Electric Rough (By State Inspector) ~ Septic Final Framing k -I;!' Q~ ;{N_to., Notes: (To include oofin pace and Windows and Doors instaUed). 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 APPROVEDJ)O NOT DESTROY THIS CARD Dat!fl(~tn By a ~+-la,J (£ '~LACED mFmE • COVE~"'~TH CLEAR PLASTIC 0/Z 15 § 7d(5) CIC Documents Objection Deadline Febrwu:y 05, 2007 16 § 8b Off-Record Matters Deadline January 29, 2007 17 § 8b . Off-Record Matters Objection Deadline Februaxy 05, 2007 18 § 8f Right OfFirst Refusal Deadline N/A 19 §lOa Seller's Property Disclosure Deadline January 29, 2607 20 §lOb ·on Objection Deadline Febrwu:y 21, 2007 21 § lOc Resolution Deadline ~~24, 2007 22 § lOd Properly Insurance Objection Deadline N/A 23 § 12 Closing Date ~ April. 16, 2007. 24 §17 Possession Date April +6, 2007 25 § 17 Possession Time DOD 26 §29 Acceptance Deadline Date January 22, 2007 27 §29 ' . Acceptance Deadlin.e T"Ime 5:00 P.M • ' n/~ n/a n/a n/a ' n/~ n/a n/a n/a 27 28 ! d. Attachments. The full owing are a part of this contract: 29 N/A 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Nqte: The following disclosure fonns are attached bot are not a part of this contract: N/A ' e. Applieabilily ofTeJ"!DS. A check or similar mark in a box means that such provisi~n is applicable: The abbreviation "Nf A" or the word "Deleted'' means not applicable and when inserted on any line in Dates and Deadlines (§ 2c), it means that th<i corresponding provision of the Contract to which reference is made is deleted. The abbre\nation ''MEC" (mutual execotion of this Contract) means the latest date upon which both parties have signed this contract. i 3. t INCLUSIONS AND EXCLUSIONS. a. Inclusions. The Purchase Price includes the following items (Inclusions): . (1) Fixtures. If attached to the Properly on the date of this Cootract, lighting, heating, plnmbing, ventilating, and air conditioning fixtures, TV aotennas, inside telephone wiring and connecting bloeks.1aeks, plants, mirrors, floor coverings, intercom systems, built-in kitchen appliances, sprinkler systems and controls, built-in vacl!um systems (including accessories), garage door openers including N/A remote controls; and 0 N/A (2) Personal Property. The following are included if on the Properly whether attached or not on the date of this Cootraet: storm windows, storm doors, window and porch shades, awnings, blinds, screens, window coverings, curtain rods, drapecy rods, fireplace inserts, firepiace screens, fireplace grates, heating_ stoves, storage sheds and all keys. If checked, the following are included: 0 Water Softeners 0 Smoke/Fire Detectors U Securily Systems D Satellite Systems (including satellite dishes). (3) Other. Inclusions.. W&!I!Jm1 •i\NDl7 S!lWElti'TAP'iFEBOFPlllD::AND , w:tLL BE TBliNSFJillllUID>WJ:m' THE'' PROI!!lR!I!r. The Personal property to be conveyed at Closing shall be conveyed, by Seller, ftee and clear of all taxes (except personal properly m,<;till'for the year of Closing), liens and encllltlbraoces, except N/A Conveyance shall be by bill of sale or other applicable legal instroment. (4) Trade Fixtures. With respect to trade fixtures, Seller and Buyer agree as follows: N/A PREPARED BY: Danelle Dickey, Boker Associate CBS 1-10.UB. Contract to Buy and Sell Real Estate (All Types of Properties); Colorado Real Estate Commission ReaiF~ Software, @2007, Version 6.16. Soflware Registered to: Jack K Pretti. Colorado Heritage, LLC dba COlorado Heritage Real Estate Company 01/16/0713:30:24 Buyer(s) __ Page2of11 Selle~s) ___ _ I ALL FIELDS OETAIL GENERAL Realtor.com (YIN) Listing Office 1 Listing Office 2 Compensation • BB Flat Fee (YIN) MLS Entry Only (YIN) Expiration Date Legal #of Acres Owner Parcel# Update Date HotSheet Date Input Date Original Price Price/Acres FEATURES ACCESS Paved ELECTRIC Yes GAS Available Natural Gas WATER City TI.i!ff"ee Paid WATER RIGHTS None FINANCIAL Taxes Transfer Tax (YIN) Special Assessment Earnest $ Payable to REMARKS MLS# s-.. 'JYpe Address City State Zip Area Class Asking Price Sale/Rent IDXInclude 96469 Active Single Fm lot 37 Valley View PI Parachute co LOT SIZE ACREAGE IMPROVED W/HOME 81635 148M-Battlement Mesa LOTS/LAND $86,000 For Sale Yes - Yes SJ"~~~rJ!Ji9J:tMrumtijJil ReaJ.tm:~.::.M.~in (970)§.2_~_,9999 Brewer & Son Mountain Realtors -Main (970) 625-9999 3.0 No·~ No 6/21/2007 Lot 5, Block 3 0.48 Bernhart 2407-!)6+07-011 12/26/2006 12/2212006 12/2212006 $86,000 $179,166.67 SANITATION Sewer Tap Fee Paid MINERAL RIGHTS No CROPS No EXTRAS Gable TV Common Area DOCUMENTS ON FILE CC&Rs 504.76 No 0 Stewart TiDe Co Compensation • TB Variable (YIN) Limited Service (Y/N) Listing Date Sub/Loc LotSQFT County Schedule# Directions Status Date Price Date Associated Document Count Days On Market POSSIBLE USE Single Family LOT DESCRIPTIONS Cul-de-Sac View Flat TERMS OFFERED cash Tax Year HOA Fees ($/Per) Earnest$ Great views from this Reserve lot without the pain of golf balls. . ·3.0 No 12,001 -22,000 Refer to lot Size No No 12121/2006 The Reserve 20906.80 Garfield R800219 L on Battlement Creek T Drive, R on Meadow Cre Valley View Place 12/2212006 .. 12/2212006 0 22 HOA FEES INCLUDES Management Trash Removal HOA AMENITIES Conference Facility On-Site Management Pets Allowed/Renter Pets Allowed/Owner AGENCY Exclusive Right to Sell SIGN Yes POSSESSION DOD 2005 647.00yr 1,000.00 TRUSFAB, INC. To: ..... 1 -<-ion List 6181 ROAD 335 t NEW CASTLE , CO 81647 VALLEY LUMBER (RIFLE) Job Number: 4669 P~o~e:(970)934-Z336 Fax:(970)984-3533 221 WEST 2ND STREET Page: I Project. JEFFERIES CONST ·~f~:·: P.O. BOX 1579, BASALT 8!621 Date: 05-31-2007-9:02:30 AM Model: RIFLE, CO 81650 Project ID: 4669 Site: OffiM; Deliver To: Account No: VR Name: DOUG Designer. MLA Phone: Salespers<lll: MARVIN ADAIR Fax: Quote Number: 4669 Profile: Qty :!Truss Id: Span: !Truss Type: Slope: LOH ROH Built By: ~ ~ 4 A 55-0-0 6.00 1-6-0 1-6-0 OX612X6 ; 9 R<>ws Lat B""" 0.00 4 ~ 6 A1 55-0-0 6.00 l-6-0 l-6-0 !o~<n~. 8 Rows Lot Bmce 0.00 A ~ 4 A2 55-0-0 <nor••• I-6-0 c7:6:-o 6.00 1-6,0 19 Rows Lot Bmre 0.00 A1\ ~ 3 A3 155-0-o ct-6::0 SPECIAL 6.00 l-6-0 1-6-0 I ''"'""• I9Rowsl..ots-0.00 A ~ 8 A4 53-6-0 COMMON ,;: lt-6-0 0-0-0 11X612X4 I 9 Rows Lal Bmce ~ ~ 1 A4-GAB 53-6-0 · ~2':! Lat Bmot 6.00 0-0-0 0-0-0 · 1X412X4 '0.00 A11ffff!1f ~ 1 A-GAB 55-1-5 6.00 0-0-0 0-0-0 2X412X4 0.00 ~~ 6 B • 22-5-8 6.00 1-6-0 l-6-0 2X612X6 0.00 ~ 1 B-GAB ! 22-5-8 GABLE 6.00 0-0-0 0-0-0 ?X412X4 0.00 ' 3 c : 16-1-0 6.00 l-6-0 't-6-0 w<nv• 000 ~~ 3 C1 (t)3-Piy-T 16-1-0 6.00 0-0-0 0-0-0 0.00 A~ 1 C-GAB ! 16-1-0 !GABLE 6.00 0-0-0 0-0-0 ~~ 12X4/2X4 0.00 D ' 1 : 17-2-8 COMMON 6.00 11-6-0 0-0-0 12X612.X4 0.00 ~·~~ 3 Dl (IJ-3-Pii 17-2-8 lo-o-o : COMMON 6.00 0-0-0 i2X6/2XR I o.oo A11~ ' 1 D-GAB • 17-2-8 £h0 ... """' 6.00 0-0-0 0-0-0 1?Y4nY4 i 0.00 ·'· ' JW,~ ~~ INC. ' · 335 ~-;CO 81647 ~~ 1701 .x # {!l701 :Fit Date: 5/31/2007 I 12-0-0 I 17-8-0 I 16-1-0 I 18-3-0 I -' '""""'"" '? c ~ :z c <0 -~ ·v I ~ _; . .-m-<> ,,.,_,, ·-~· ·~·~·-'"~""" ''" c , ... , .. ,.,v_, _, __ ... .. ' v " v ~ v ['._ [/ 'I' 6 «) "' !;! <( ~ C) <( <( :;: :;: :;: :;: :;: ~ ~ .~ ~ ~ ~ ~ ~ ::t ::t ::t ::t ::t ::t ::t ::t ;i <( <( <( '? ··-~~ 'I' <0 71-0 U) _; , ....... --'•" " o' •••·-. . 1 1-C "" ~ In . ~ ,], m "' m "' m "' f(l N '* / "" "' [/ ~ "' "" "' i/ 1'-/ ""' "'" .. / II'-B ..() 0 6-'-11' I ~ / i"' '? / ., " <0 ['._ -..() ~ .. ~ -. v '\ 1. l..n . ···----~ ---'- 16-0 . . .-.. •. 1\..nAD ··=-0-0 I I GO-o . 12-0-0 ~ 20-4-0 ~ 14-5ta .3-6-0 < 10-2-8 3-6-0 I I I I I I • 4669 8-1-2 ·l:§:f! 9-3-0 18-3..0 26-9-0 35-3-0 44-3-Q 147-6-01 56-Q-Q ~ 1-6-0 9-3-0 9-0-1! 8-6-0 8-6-0 9-Q-Q 3-3-0 7-6-0 1-6-Q Scele = 6x10 = : 6.00[12 F 5x8 ~~ 6x10..:::::. 5.00i_g_ 4x10 = 8-1-2 v 2><4 II ,; U T '4x6= 4x6 = SR Q 5x6= 4x8= 4x6= 8-1-2 p 0 N M 4x10 = 4x6 = 4x6 = 4x6 =2><4 II 8-1-2 SPACING 2-0-0 CSI DEJ'l.. Vert(Ll) Vert(Tl) Horz(Tl) Wind(Ll) in (loc) .0.11 v .0.18 T-V o.04 a 0.02 v Udefl >999 >999 Ud 360 240 n/a 240 PLATES GRIP LUMBER Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Iocr YES Code IRC2000/ANSI95 TC 0.84 BC 0.30 WB 0.81 (Simplified) n/a >999 Sheathed or 4-8--9 oc purlins. MT20 197/144 Weight 343 lb TOP CHORD 2X6SPF2100F 1.8E BOT CHORD 2 X 6 SPF 2100F 1.8E BRACING TOP CHORD BOT CHORD WEBS Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF 2100F 1.8E •excepr W92X6SPF2100F 1.8E, W32X6SPFi2100F 1.8E REAC110NS (lblsiZe) 6=1283/0.5-8, 0=4408/Q.S-15 (ihput 0.5-8), K=1219f0..5-8 Max HorzB=165(1oad case 7) . , Max UpliftB=..147(load case 7). a~ 139(load case 7), K~160(1oad ease 8) Max GravB--2263{1oad case 2), Q=4693(1dad case 3), K,.Z020(load case 3) FORCES (lb)-Maximum Compression/Maximum TensiOn 1 Rowatmidpt CwT, F-5,1-P 2 Rows at 113 pts E-5. G-Q, F-Q TOP CHORD A-6=0153, ~2484188, C..D=-791n06! D-E~791n06, E-F=0/1306, ~-G=0/1574, G+t=0/634, H-I=OI634,1-J~1953/166, J-K~27031158, K-l=0/51 BOT CHORD 8-V~145/2192,lJ..V~145/2192, T-U~145/2192, 5-T~31n07, R-5~1170/276, Q.R~1170/278, P-0~671147, 0·-711748, N-0~711748, M-N~/2484. K-M~71/2476 WEBS C..V=0/360, C..T~1684/160, E-T=0/968, E-5=-2189/202, F-5=-101/1712. G-0~2264/210, G·P=·111098, 1·-1984/175, ~N=0/842. J.N~1031184, J-M~0/211, F.(F-3500/151 NOTES 1) Wind: ASCE 7-98; 90mph; lr-:25tt; TCO~.Opsf; BCD,L=5.0psf; category II; Exp C; enclosed; MWFRS interior zone; cantJ1ever 18ft and right expoaed ; end vertical left and right exposed; lumber D0l=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-96; P!=40.0 psi (flat roof snow); Exp c; Fully Exp.; l= 45-0.o 3) Unbalanced snow loads have been considered for thiS design. 4) This truss has been designed for greater of min roof liVe load of 19.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chbrd live load nonconcurrent with any other Uve loads. 6) WA~NING: Required bearing size at joint(s) Q greater, than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1471b uplift at joint B. 139lb uptlft at joint Q and 160 lb uplift at joint K LOAD CASE(S) Standard "' I'* 0 4x12= 8-1-2 LUMBER 9-3-14 4x6-:;. v 2x4 II SPACING Plates Increase Lumber Increase Rep Stress lncr 4x12 'l 2-0-0 1.00 1.00 YES GOOe IRC2000/ANSI95 6.oo[12 ·! U T llxa = 4x6 = CSI TC 0.84 BC 0.34 WB 0.92 {Simpliliad} 6x10 = F SR Q 5x6 = 4x6 = 4x6 = 8-1-2 DEFL in Vert(LIJ -0.13 Vert(Tl) -0.20 HO!Z(TL) 0.05 Wind(Ll} 0.03 6x10 ..:::::- 5.00lQ. p 0 N M 4x8 = 4x6 = 4x6 = 4x6 = 2x4 II 8-1-2 (Icc) Udeft Ud PlATES GRIP v :>999 360 MT20 197/144 T-V >999 240 Q n/a nla v >999 240 Weight 342 lb Sheathed or 4-2-11 oc purlins. TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 6 SPF 2100F 1.6E WEBS 2 X 4 SPF 2100F 1.8E "Except• W9 2 X 6 SPF 2100F 1.8E, W3 2 X 6 SPF, 2100F 1.8E BRACING TOP CHORD BOT CHORD Rigid ceiling directly applied or 6--0-0 oc bracing, Except: 1().()-0 oc bracing: 8-V,T-V. WEBS REACTIONS {lb/size) 8=1536/0-5-6, 0=4331/0-5-15 Q~put: 0-5-8}, K=104310-5-8 Max Hor.z B=165{1oad casa 7) : Max UplillB~157~oad casa 7), a~134~oild casa 8}, K~149(1oad casa 8} Max Gmv8=2535~oad casa 2), Q=4681~0ad casa 3}, K=1794(1oad casa 3} 1 Row at midpt C. T, F..S, G-Q, 1-P 2 Rows at 1/3 pts E-S, F-0 FORCES (lb)-Mmdmum Compression/Maximum Tensl~ TOP CHORD A-B=0/53, B-C=-30631108, G-0=-1360/1.90, D-E~1360/190, E-F=On87, F-G=0/1625, G-H=0/934, H-1=0/934, I-J~14001270, J-K~2140/131, K-L=0/51 BOT CHORD B-V~163/2703, U-V~16312703, T-U~1!lJ!2703, S-T~170/1235, R-S=-704/273, O-R~7041273, P-0~35/170, Q.-~241/1252, N-0~241/1252, M-N=-4311967, K-M~/1960 · WEBS G-V=0/360, G-T~1665/159, E-T=0/959,•E-S=-21811202. F-S=-8711734, G-0~21821218, G-~14/1060, 1-P=-1961/174, 1-N=0/821, J-N=1001/83, J-M=0/211, F-0~3427/135 NOTES 1} Wind: ASCE 7-98; 90mph: h=25ft; TCDL=5.0pst, BCPL=S.Opst, CatagOI)' II; Exp C; enciosad; MWFRS interior zone; cantileverleft and right exposed ; end vertical left and right exposed; Lunlber DOL=1.33 plate grip DOL=1.33. 2) TCLI, ASCE 7-96; PF40.0 psf (flat roof snow}; Exp Ci Fully Exp.; L= 45-0-0 3) Unbalanced snow loads have been considered for thiS design. 4) This truss haS been designed for greater of min roof liV-e load of 19.0 pst or 2.00 times flat roof load of 40.0 psf on overhangs non-concummt with other live loads. , 5) This truss has been designed for a 10.0 psf bottom ch~ live load nonconcurrent with any other live loads. 6} WARNING: Requirad besring size atjoint(s) Q greate~ than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint B, 134 lb uplift at joint Q and 149lb upliftatjointK LOAD CASE($) Standard "" [~ 0 -l-6f ~ 18-3-0 ! 26-9-0 35-3.0 44-3.0 147-6-01 55-0-0 ' 1-6-0 9-3-0 9-0.0 8-6-0 8-6-0 9-0.0 3-3-0 7-6.0 4x10 = 8-1-2 u 2><4 II 5x8-? ! l>.oo/12 'T S 4x6 = 4x6= 6x8 :::: F RQ 5x6= 7x8::::: 8-1-2 6x10 .:::::- p 0 4x6 = 4x6 = N M sxs= 3x6 II 8-1-2 5.00ll£. SPACING 2-IJ.O CSI DEFL Vert(LL) Vert(TL) Hoi%{TL) Wind(LL) in (loc) .0.11 u .0.18 S-U 0.04 Q .0.04 N-P Vdeft >999 >999 Ud 360 240 n/a 240 PLATES GRIP LUMBER Plates Increase 1.00 Lumber Increase 1.00 Rep Slress lm:r YES Code IRC2000/ANS195 TC 0.78 BC 0.30 WB 0.70 (Simplified) n/a >999 Sheathed or 4-6-7 oc purtins. MT20 197/144 Weight 343lb TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2X6SPF2100F1.8E BRACING TOP CHORD BOT CHORD WEBS Rigid ceiling directly applied or 6-().() oc bracing. WEBS 2X4 SPF 2100F 1.8E •Except• WQ 2 X 6 SPF 2100F 1.8E, W3 2 X 6 2100F 1.8E REACllONS Qb/size) ~1467/D-5-8, 0=3418/D-S-8, M=203010-5-B Mox Hon ~165(1oad case 7) ! Mox UpliftB~126Qoad case 7), ~21(1qad case 7), M~7Qoed case B) Mox GravB=>2291(1oed case 2), Q--3881Qoad case 2), M=3360(1oad case 3) FORCES ('b)-Maximum CompressionJMaximum Tension 1 Row at midpt G-S, F-R. G-Q, G-P, 1-P 2 Rows at 1/3 pts E-R F-Q TOP CHORD Ml=0/53, B-C=--2544142, G-P=-851152( D-E--s51/52, E-F=0/798, F-G=0/1007, G-H~94/615, H-1=-94/615, hl=-112/654, J-K=-45212351,K-L=0150 BOT CHORD 8-U~105/2245, T-U~10512245, 8-T~10512245, R-s--o/761, Q-R=-7141280, P-0~550/110, D-P~585/198, N-0--585/198, M-N~2398/531, K-M=-2164/490 WEBS G-U=0/360, ~1682/161, E-S=0191lt, E-R~21881203, F-R~10311708, G-Q=-10931266, G-P~1901281,l-P=-120/758, I-N~16571251, J-N~712539, J-M~261/580, F-0~3381/194 NOTES , 1) Wind: ASCE 7-98; 90mph; h=25ft TCDL=S.Opsf; BCDL=5.0psf; Category II; Exp C; enclosed; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; pqrch right exposed; Lumber DOL=1.33 plate grip OOL=1.33. 2) TCLL: ASCE 7-98; Pt--40.0 psf (flat roof snow); Exp C; Fully Exp.; L= 45.().() 3) Unbalanced snow loads have been considered tor thjs design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. ' 5) This truss has been designed for a 10.0 psf boHoin c#lord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss tO bearing plate capable of Withstanding 1261b uplift at joint B. 421 lb uplift at joint Q and 6471b uplift at joint M. LOAD CASE(S) Standald Job 4669 Truss russrt'ype SPEeiAL I Qty Ply 00 3 1 Job Reference o tional 8-1-2 6.200 s OCt 16 2005 MITek lnduslrieo, Inc. ~ May 30 168*!22007 Page 1 28-9-0 38-3-0 1-6-0 9-3-0 9-0-0 8-6-0 8-6-0 9-0-0 7-6-0 1-6-0 Scale = 1:97. 6x10:::: ~.oo[12 F 5x8 'l 6x10~ 6x8 "' 5.00 lR 4x10= u ;T s 2x4 II ~x6 = 4x6= 8-1-2 RQ p 0 5x6= 4x6 = 4x6 = 7X15MT16= 8-1-2 N M 4x6= 2x4 II 4x10 = 4x12 II 8-1-2 9-3-14 18-3-0i 28-9-0 53-6-0 late Offsets LOADING (pst) TCLL 40.0 (Roof Snow--40.0) TCDL 10.0 9-3-14 8-11-21 1-0-4 7-8-12 9..()-0 :0-0-2 Ed e :D-3--12 0-2-0 :0-5-0 d e J:Q-7-0 Q-3--0 K:0-0-5 1-6-11 K:0-16-15 0-0-8 Q:0-7-8 Q-4..8 sPACING 2-0-0 CSI Plates Increase 1.00 in -0.12 -0.17 Vdetl >999 >999 3-3-0 PLATES MT20 MT16 8-0-0 BCLL 0.0 BCDL 10.0 Lumberlncrease 1.00 Rep Stross lnct YES Code IRC2000/ANSI95 TC 0.84 BC 0.67 WB 0.82 (Simplified) DEFL Vert(LL) Vert(TL) HoiZ(TL) Wind(LL) 0.03 0.04 (loc) N 5-U K N nla >999 Lid 360 240 nla 240 Weight 345 lb LUMBER TOP CHORD 2 X 6 SPF 2100F 1.8E BOTCHDRD 2X6SPF2100F1.8E WEBS 2 X 4 SPF 2100F 1.8E "Except" W9 2 X 6 SPF 2100F 1.8E, W3 2 X 6 SPF 2100F 1.8E WEDGE Right 2 X 6 SPF 1650F 1.5E REACTIONS (lblsize) 8;1248/o-5-6, 0~15/0-5-15 Qnput o-5-8), K;1247/0-5-8 BRACING TOP CHORD BOT CHORD WEBS Max Horz 8;165(1oad case 7) ' Max UplifiB=-71Voad case 7), Q~OOVoad case 7). K=-396(1oad case 8) Max Grav~5Voad case 2), Q-90Voad case 3), K;2055(1oad case 3) Sheathed or 4-7~10 oc pur1ins. Rigid ceiling directly applied or $.0-0 oc bracing. 1 Row at midpt C-S, F-R, I·P 2 Rows at 1/3 pts E-R. G-0, F.Q FORCES (lb)-Maximum Compression/Maximum Ten~ion TOP CHORD A-~0/53, 8-0=-2404/149, C-D=-710n75, D-E=-710m5, E-F~9711378, F-G~9011554, G-H~79/562, H-1;-79/582, BOT CHORD :;:';;-~~~d"~;;~:..~Ikf;;t;:;-~~~1/2122, R~93/635, Q-R~1232/424, P~1/116, Q-P~263/1824, N-0=-263/1824, M-N~21/2563, K-M.,...16/2556 WEBS G-U=0/360, ~1686/165, E.g;0/969, E-R~2190/204, F-R~105/1709, G-0=2282/494, G-p;-308/1104, ~~1988/430 , I-N~231/845, J--1035/221, J-/211, F-Q=-3514/305 NOTES 1) Wind: ASCE 7-98; 90mph; h;25ft; TCDL;S.Opsf; BCDL=5.0pst. Calegoly II; Exp C; enclosed; MWFRS Interior zone; cantilever left and right exposed ; end vertical left and dght exposed; pOrch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7 -98; Pf--40.0 psf (flat mot snow); Exp C; Fully Exp.; L= 45-0-0 3) Unbalanced snow toads have been considered for th,is design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non--eoncurrent with other live loads. : 5) This truss has been designed far a 10.0 psfbottom C;hord live load nonconcurrent with any other live loads. 6) All plates are MT20 plates unless otheiwise indicate<l. 7) WARNING: Required bearing size at joint{s) Q g~r than input bearing size. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint B, 598lb uplift at joint Q and 396 lb uplift at joint K. LOAD CASE(S) Siandard 1-6-0 GRIP 197/144 116/127 "' I<\> 0 Jo 4669 A4 Tn.1$SfType COMMON Qty 8 Ply 00 Job Reference o ·onal TRUSFAB,l!f$zNew Caslle, Co. 81647 8-1-2 6.200 s Oct 18 2005 M ek tndusbies,lnc. Wed May 30 16:11~'2@7 Page 1 18-3-0 28-9-0 53-6-0 1-6-0 9-3-0 9-0-0 9-0-0 9-3-0 Scala == 1:94. 5x8= 8-1-2 Plate Offsets LOADING (psQ TCLL 40.0 (Roof Snow----40.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER 9-3-0 R 2x411 6.oo[12 !a P 3xB = 3xB = 18-3-0i 9..0..()) ; 28-9-0 B:Q-0-6 0-0-15 :o-3-8 Q-2-0 J:0-0-2 0-0- 8-6..() N:O+B0-3-0 SPACING 2-0-0 Plates lncroase 1.00 Lumber Increase 1.00 Rep Stress lncr YES COde IRC2000/ANSI95 CSI TC 0.82 BC 0.57 WB 0.76 (Simplifie<l) 6X10 = F ON 5x6= 6x1~i~T16= 2~1-4 35-3..() Q.-11--4 7-6--12 DEFL Vert(LL) Vert(TL) HoiZ(TL) Wind(LL) in -0.17 -0.36 0.05 0.03 M L 3xB = 3xB = (loc) P-R P-R N R Vdefl >999 >919 nla .,.ggg 44-3-0 9-Q.-0 Ud 360 240 nla 240 K 2x4 II 53-6-0 PLAlES MT20 MT16 Weight 290 lb Sheathed or 4-1Q-10 oc purlins. 4x10 = 8-1-2 GRIP 1691123 116/127 TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 4 SPF 2100F 1.8E WEBS 2 X4 SPF 2100F 1.8E •Ex<;ept• , W72X4WWStud, W32X6SPF2100F 1.8E, W72X4WWS1ud BRACING TOP CHORD BOT CHORD Rigid ceiling direc:Uy applied or 6-0-0 oc bracing, Except: 1()...0..() oc bracing: B-R,P-R. WEBS REAC7l0NS (lblsize) 8=1291/0-5-8, N=4274/0-5-10 (input 0-3-8), J=996/Mechanical Max HorzB=1700oad case 7) i Max Uplifll!=-143(1oad case 7), N~147Qoad case 7), J=-104Qoad case 8) Max GmvB=2201(1oad case 2), N-OS(Iaad case 3), J=1741(1oad case 3) 1 Row at midpt c-P, F..O, 1-M 2 Rows at 1/3 pts E-0, F-N, G-N FORCES (ib)-Maximum Compression/Maximum Tens:ion TOP CHORD A-8=0/46, 8-C=-2322178, C.D--6521541, D-E~521541, E-F=0/1140, F-G=0/1302, G-~250/648, H-1=-250/648, I-J~1964/133 ' BOT CHORD B-R~143/2041, Q-R~14312041, P-Q,J143/2041, 0-P-=-484/583, N-0=-1019/224, M-N~5801224, l-M-=-4611722, K-L=-46/1722, J-K-=-46/1722 WEBS C.R=0/360, c-~1660/159, E-P=0/967, E-0~21851203, F-0~104/1713, F-N~3560/158, G-N~2180/203, G-M=0/982, I·M=-1705f159, 1-K=0/363 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.0psf; BCDL=5.0psf; Category II; Exp C; endosed; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; LUmber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pf---40.0 psf (flat roof snow~ Exp C; Fully Exp.; L= 45-o-0 3) Unbalanced snow loads have been considered for Uljs design. 4) This truss has been designed for greater of mJn roof liVe load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. ! 5) This truss has been designed for a 10.0 psf bottom c;mrc1 live load nonconcurrent with any other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) WARNING: Required bearing size atjoint(s) N greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. · 9) Provide mechanical connection (by others) of truss tO bearing plate capable of withstanding 1431b upfift at joint B. 1471b uplift at joint N and 104lb uplift at joint J. LOAD CASE(S) Standard I~ 0 4x6 ~BE 8-1-2 LOADING (psf) TCLL 40.0 (Roof Snow--40.0) TCDL 10.0 0.0 LUMBER 26-9-0 BD BC BB BA AZ SPACING 4-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stmss lncr NO Code IRC2000IANSI95 5x6= 6.00[12 0 AW AV AU AT AS M'IAQAP 3x6= C5l TC 0.29 BC 0.16 WB 0.90 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) BRACING AO AN In Qoc) Ydefl nfa nla nla nla 0.02 AC nla lld 999 999 nJa TOP CHORD 2-()..() oc purlins (6-()..0 max.) PLATES GRIP MT20 169/123 Weight 312 lb TOP CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD 2X4SPF210DF 1.8E OTHERS 2 X 4 WW Stud •Except• (SWitched from sheeted: Spacing > 2-0...0). ST132X4 SPF 2100F 1.8E, ST122X4 SPF 2100F 1.8E ST112X4 SPF 210DF 1.8E, ST10 2X4 SPF 2100F 1.8E ST92X4 SPF 2100F 1.8E, ST8 2X4 SfiF 2100F 1.8E ST12 2 X 4 SPF 2100F 1.8E, ST11 2 X 4 SPF 2100F 1.8E ST102X4SPF 2100F 1.8E, ST92 X4 SPF 2100F 1.8E ST82X4SPF2100F1.8E . BOT CHORD Rigid ceiling directJy applied or 10..Q-O oc bracing. WEBS 1 Row at midpt N-AS, M·AT, L-AU, K-AV, J-AW, P-AP, Q-AO, R-AN, S-AM, T-AL 2 Rows at 1/3 pts Q.AR JOINTS 1 Brace at Jt(s): 0 REACTIONS (lblsize) A=255/53-6-0, AR=444/53-6-0, .i/.5=478153-6-0, AT=I81/53-6-0, AU=I81/53-6-0, AV=174/53-6-0, AW=I94/53-6-0 , AY=185/53-6-0, AZ=I86/53-6-Q, BA=I80153-6-0, BB=I78/53-6-0, BC=I90/53-6-0, BD--437153-6-0, BE=624/53-6-0, AP--478153-6-0/ AO=I81153-6-0, AN=I81/53-6-0, AM=474/53-6-0, AL=194/53-6-0, AK=4S8153-6-0, Al=I86/53-6-0, AH=-480/53-6-0, AG=I78/53-6-0, AF=I90/53-6-0, AE=I37/53-6-0, AD=624153-G-D , AC=256/53-6-0 Max HorzA=..S06(1oad case 5) , Max UpHIIA=-21(1oad case 5), AS=-37Qoail case 7), AT~7S(Ioad case 7), AU=-64(1oad case 7), AV=-64(1oad case 7), Aw---$Qoad case 7), AY~1(kiad case 7), AZ~6(1oad case 7), BA=-65(1oad case 7), B-5(1oad case 7), BC~(kiad case 7), B~qad case 7), BE=-84(kiad case 7), AP=-28(kiad case 8), A~78Qoad case 8}, AN=-63Qoad case 8), AM=-64Qqacl case 8}, AL=-68(1oad case 8), AK~1Qoad case 8}, AJ=-66(kiad case 8}, AH=-65(1oad case 8}, AG=-65(kiad case B), AF=-66Qoad case 81 AE~9Qoad case 81 AD=-84Qoad case 8} Max GravA--374Qoad case 2), AR=ISO(Ioad case 2}, AS=736Qoad case 2), AT=718(1oad case 2), AU=719Qoad case 2}, AV=708(1oad case 2}, AW=739(joad case 2}, AY=698Qoad case 2), AZ=727(1oad case 2), BA=717Qoad case 2), BB=714Qoad case 2), BC=733Qoad case 2}, BD=653(1oad case 2), BE=933Qoad case 2}, AP=736(1oad case 3}, A0=718(1oad case 3), AN=719Uoad case 3), AM=708(1oad case 3), AL=739(1oad case 3), AK--6116(1oad case 3), AI=727Qoad case 3), AH=717(1oad case 3), AG=714(foad case 3}, AF=733Qoad case 3), AE=653Qoad case 3}, AD"933(1oad case 3}, AC=374(1P,.d case 3} FORCES (lb) ~Maximum Compression/Maximum TensiOn TOP CHORD A-B=-426/144, B-C=-351/128, C-0=-288f149, D-E~2251170, E-F~186/191, F-6=·185/224, G--1901257, H-1=-68/266, 1-J~1801306, J-K~190134ll, K-L~185/3g6, L-M~186/428, M-N=-186/474, N.0~194/498, 0.~194/488, P-Q=-186/438, Q-R~186/369, R-5=-185/305, 5-T~19D/241, T-U~180/185, U-V~13/145, V-W~190/136, W-X~185/104, X-Y=-186/99, Y-Z~167/99, Z·AA=-183/102, AA-AB~230/86, AB-AC=-306/144 BOT CHORD A-BE--0/299, BD-BE=0/299, BC-BD=0/299, BB-BC=0/299, BA-BB=0/299, AZ-BA=0/299, AY-AZ=0/299, AX-AY=0/299, AW-AX=0/299, AV-AW=0/299, AU-AV=0/299, AT-AU=0/299, As-AT=0/299, AR-AS=0/299, AQ-AR=0/299, AP-AQ=0/299, AQ.AP--0/299, AN-A0=0/2119, AM-AN=Q/299, AL-AM--o/299, AK-AL=0/2119, AJ-AK=0/299, Al-AJ=0/299, AH-Al=0/299, AG-AH=0/299, AF-AG=0/299, AE-AF=0/,299, AD-AE=0/299, AC-AD=0/299 WEBS 0-AR--370/0, N-A-56/77, M-A'f=-6381115, L-Au--639/104, K-AV=-628/104, J-Aw--6591108, 1-AY=-6161101, G-AZ=-647/106, F-BA=-637/105, E-68~36/105, D-BC=-646/106, C.BD--600/100, B-BE~768/121, P-AP~56/68, Q-A0=-638/118, R-AN~9/103, S-AMf'-628/104, T-AL~9/10B, U-AK=-616/101. W·AI=-647/106, X-AH=-637/105. 1 Cc>ntinue>d c•noaJi~G=-636/105, Z-AF=-646/106, AA._A_eL.,=-a_o_o,_1o_o_,_AB-AD= __ -_-7_6_81_1_21---------------------------- BOISE CASCAD,:: • BC FRAMER 6 Piece Report File Name: i 07-503-VR.bcf6/5/2007 4:12PM Customer: Valley Lumber, Rifle Company: Boise Andrew Job Name: Valley View Floorplan -Jefferies City, State: Grand Junction, Co. Construction Address: Drawn By: TS Location: Mise: AJSTM, ALUOIST®, BC RIM BOARDTM) BCI®, BOISE GLULAMTM, VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® areftrademarks of Boise Wood Products, L.L.C. I NOMINALIZED MEMBERS: Product Depth 11-7/8" BCI® 6000-1.7 OF 11-7/8" 1-3/4" x 9-1/2" VERSA-LAM® 2.0 2800 DF 9-1/2" STANDARD BLOCKING: (Total Length b'ocking run) Product Depth 11-7/8" BCI® 6000-1.7 OF 11-7/8" TOTAL LENGTH PRODUCTS: Product Depth 1-1/8" x 11-7/8" BC RIM BOARDTM OSB 11-7/8" BC FRAMER® 2002 6/512007 4:13:32 PM Tag 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Tag 15 Tag 16 07·503-VR Qty Length Total Len. 12 38' 0" 456'0'' 28 32'0" 896'0" 8 28' 0" 224'0" 5 26'0" 130'0" 5 24'0" 120'0" 8 18'0" 144'0" 2 8'0" 16'0" 1 6'0" 6'0" 1 4'0" 4'0" 2 2'0" 4'0" 72 2,000'011 2 52'0" 104'0" 2 32'0" 64'011 2 24'0" 48'0" 2 16' 0" 32'0" 8 248'0" Std. Block Length Total Len. 13-11/16" 34'0" Total Len. 120'0" 1 of· Job Truss 4669 C1 TRUSF~B, INC., New CasUe, Co. 81647 LOAD CASE(S) Standard Truss Type DBy.HOWE 1) Snow; Lumber lncrease=1.00, Plate lrtC~"ease;1.00 i Uniform Loads (piO ! Vert: A-G~1270(F~1250), A-0~100, D-G~1oO Qty 1 Ply 00 3 Job Reference (oDiionall 6.200 s Oct 18 2005 Mffek Industries, Inc. Wed May 30 16:11:15 2007 Page 2 Job Truss 4669 C1 TRUSFAB.IN ., fjj>Yf.~. Co. 81647 HGUS28 8-1-2 3-3-6 3-3-6 Tru~Ty-pe osJ HOWE 6.00[12 4x8-:::- L 3x8 II ' 5!-7-15 2-4-9 5-7-15 ]2-4-9 ! 4x6-::::- K 10X10 = HGUS28 8-0-8 2-4-9 8..()-8 2-4-9 5x10 II D J 12><12 = HGUS28 Qly 1 10-5-1 2-4-9 Ply 00 12-9-10 2-4-9 10x10 = HGUS28 10-5-1 12-9-10 2-4-9 2-4-9 ay 30 16:111Vi2207 Page 1 16-1-0 3-3-6 Scale = 1:29.6 6x16 .::::- 3x8 11 8-1-2 16-1-0 3-3-6 Plate Offsets A:o-3-1 0-2-8 C:0-2-0 0-1-8 E:0-2-0 0-1-8 G;0-3-1 0-2-8 H:0-6-0 0-1-8 :0-3-8 0-6-0 K:o-3-8 0-6-0 l;0-6-0 0-1-8 LOADING (psi) SPACING 2-0-0 ! CSI DER. ;n (loc) 1/defl Lid PLAlES TCLL 40.0 Plates Increase 1.00 ' TC 0.30 Vert(LL) -0.15 I >999 360 MT20 (Roof Snow--40.0) Lumber Increase 1.00 : BC 0.71 Vert(TL) -0.19 I >971 240 TCDL 10.0 Rep Stress Iocr NO [ WB 0.70 HOIZ(TL) 0.07 G n/a nla BCLL 0.0 Code IRC2000IANSI95 (Simplified) Wind(LL) 0.03 K >999 240 Weight 2871b BCDL 10.0 LUMBER BRACING TOP CHORD Sheathed or()..()..() oc purtins. TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2X8SPF1950F1.7E BOT CHORD Rigid ceiling directly applied or 10..0-0 oc bracing. WEBS 2 X 4 SPF 2100F 1.8E "Except• ! W42X4WWStud, W22X4 WWStud! W22X4WWStud W42X4WWStud WEDGE Left: 2 X 4 WW Stud, Right 2 X 4 WW Stud REACTIONS (lbl-) A=1070310-7-15 Qnput 0-5-S)i G=1070310-7-15 Qnput 0-5-8) Max HOJZA=-48Qoad case 5) Max Uplif!A=-775(1oad c:ase 7). G=-775(1bad case 8) Max Grav A=15200(Ioad case 2). G=152PO(Ioad case 3) FORCES (lb)-Maximum Compression/Maximum Ten~ion TOP CHORD A.B=-24498/1244, S-C=-2030311054, c-0=-15801/846, D-E=-15601/846, E-F=-20303/1054, F...(;=-24496/1244 BOT CHORD A-L=~1098/21255, K-l=-1098/21255, J..K::..919/18159, 1-J=-889/18159, H-1:::..1054/21255, G-H=-1054121255 WEBS B-l~22714958, G-K=-33116620, D-J~721/13926, E-1=-331/6620. F-H~227/4958, B-K~3841/=, C-J=6398/360, E-J=-63981360. F-1~38411222 NOTES 1) Special connection required to distribute bottom choi'd loads equally between all plies. 2) 3-ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows; 2 X 6 • 2 rows at o-9-0 oc.. Bottom chords connected as follows; 2 X 8-4 TOW$ "'t ()..4..0 oc. Webs connected as follows: 2 X 4 ·1 row at 0-9-0 oC. 3) All loads are considered equally applied to all plies, im:ept if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distnbute only loads noted as (F) or (B). unless othetwlse indicated. 4) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=S.Opsf; BGDL=S.Ops~ CategolY II; Exp C; enclosed; MWFRS interior zone; cantilever left and right exposed: end vertical left and lfghtexposed; L!Jmber DOL=1.33 plate grip DOL=1.33. 5) TCLL: ASCE 7-98; Pf--40.0 psf (flat roof snow); ExpiC; Fully Exp. 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for a 10.0 psf bottom Phord live foad noncoflC(JITe(lt with any other live loads. 8) WARNING: Required bearing size at joint(s) A, G gr,eater than input bearing size. 9) Provide mecllanical connection (by others) of truss to bearing plate capable of withstanding 7751b uplift at joint A and 775 lb uplift at joint G. 10) Use Simpson Strong-Tie HGUS28 (3Q..10d Girder,_: 12N10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-2-12 from the left end to 14-0-0 to connect lruss(ea) MS (1 ply 2 X 4!SPF) to front face of bottom chord. 11} Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standanl ..... __ .:_ .. _.., ~-........... ? GRIP 169/123 Job Truss 4669 C-GAB TRijSf~.INC., New castle, Co. 81647 6.00[12 Tru~ ype GABLE 1.5x4 II T 4x6= D Qly 1 Ply 00 16-1-Q 8-o-8 Scale= 1:25.6 ~ ~~~~----------~~--~--~fL------4L?+------~¥-------~#-------------~~~ ~~~~~~~~~~~~ 0~ 3x6 'l 8-1-2 Plate Offsets LOADING (psQ TCLL 40.0 (Roof Snow=40.0) TCOL 10.0 BCLL 0.0 BCDL 10.0 LUMBER 1.5JG4 II J:O~Q-3-0 SPACING 2-Q-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress !ncr NO Code IRC2000/ANSI95 1.5x4 II CSI TC 0.30 BC 0.19 WB 0.17 (Matrix) 5x6 = 16-1-Q 16-1-o DEFL Vert(LL) Vert(fL) Horz(TI.) BRACING 1.5x4 II In (loc) nla nla 0.00 G 1/defl nla nla nla 1.5x4 II Ud 999 999 nla TOP CHORD Sheathed or 6-Q-0 oc purtins. PLATES GRIP MT20 169/123 Weight50ib TOP CHORD 2X4SPF2100F1.8E BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4WWStud REACTIONS (lblsiZe) A--202/16-1-D, G--202/16-1-D, J=242/16-1-D, K=149/16-1-D, L=456/16-1-D,I=149/16-1-0, H=456/16-1-D Max HorzA=45(1oad case 6) 3x6~ Max UplifiA=-3(1oad case 8), G~3(1oad cao;e 8), K~20(Ioad case 7),L~2Qoad case 7), 1=-19(1oad case 8), H~2Qoad case 8) Max GravA=281Qoad case 2), G=281Qoad case 3), J=242Qoad case 1), K=235(1oad case 2), L=655(1oad case 2), 1=236Qoad case 3), H=655(1oad case 3) FORCES (1b) ·Maximum Compression/Maximum TensiOn TOP CHORD A-8~157199, ~136/52, C-D=-104/69: D-E~104/64, E-F~136136, F-G~157199 BOT CHORD A-L=Of43, K-L=0/43, J-K=Of43, I-J=Of43, H-1=0143, G-H=0/43 WEBS ~185/0, C-K~238/39, B-l~23/86, E-1~238/38, F-~523/86 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCOL=5.0psf; BCOL=5.0psf; Category II; Exp C; enclosed; MWFRS interior zone; cantilever left and right axposed ; end vertical left and right axposed; Lumber DOL=1.33 plate grip DOL=1.33. 2} Truss designed for wind loads in the plane of the truss;only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detair 3) TCLL: ASCE 7-98; Pf=40.0 psf (flat roof snow); Exp C; fully Exp. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for a 10.0 psf bottom chO:rd live load nonconcurrent with any other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-Q-0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 3lb uplift at joint A, 3 lb uplift at joint G. 20 lb uplift at joint K, 62lb uplift at joint l, 191b uplift at joint I and 621b uplift at joint H. LOAD CASE(S) Standard Job Truss 4669 01 TRUSFAS.INC., NewCastle, Co. 81647 LOAD CASE(S) Slandald Unifonn Loads (piO Truss Type COMMON • Ply 00 3 Job Reference tootlonall 6.200 s Oct 18 2005 MiTek Industries, Inc. Wed May 30 16:11:17 2007 Page 2 Vert A-C=-100, c-e~1oo, A-E~2o Concentrated loads Obl Vert A=-374(F) t~1721(F) J=-1721(F) K~172i(F) L~1721(F) M~1721(F) N~1721(F) 0=-1721(F) P=-1721(F) -------------~--------------------------------- Job Truss 4669 01 Tru~Type COMMON Qly 1 Ply 00 3 Job Reference o ·anal . RUSFAB, l'il<1~ Caslle, Co. 61647 6.200 sOct 18 2005 Mirek Industries, Inc. Wed May 30 16~11.'22007 Page 1 4x12 = 8-1-2 4-7-4 4-7-4 HUS26 4-7-4 4-4-8 6.00[12 J H 3X10 "II HUS26 Plate Offsels LOADING (psf) TCLL 40.0 (Roof Snow--40.0) ·0-6-10 0-2-0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER SPACING 2-0-0 Plates Increase 1.00 lumber Increase 1.00 Rep Stress lncr YES Code IRC2000/ANSI95 8-7-4 K HUS26 8-7-4 4-0-Q CSI TC 0.23 BC 0.52 WB 0.64 (Matrix) 12-7-4 17-2-8 4-7-4 5x6 II Scale= 1:31.3 c L G M N F 0 p 4x12:::::; 10X10 = HUS26 3x10 II HUS26 HUS26 HUS26 HUS26 8-1-2 12-7-4 17-2-8 4-0-Q 4-7-4 DEFI. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.09 G-H >999 360 MT20 169/123 Vert(TL) -0.12 G-H >999 240 Horz(TL) 0.04 E n/a n/a Wind(LL) 0.02 G-H >999 240 Weight 2771b BRACING TOP CHORD Sheathed or 6-0-0 oc pur1ins. TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 8 SPF 1950F 1.7E BOTCHDRD Rigid ceiling directly applied or 1().0.0 oc bracing. WEBS 2 X 4 WW Stud •Except• W1 2 X 4 SPF 2100F 1.8E REAC11DNS (lb/size) A=7989/G-5-8, E=B16210-5-8 Max HorzA=-51(1oad case 5) Max UplillA=-464(1oad case 7), E~520(Ioad case B) Max Grav A=B157(1oad case 2). E=B330(Ioad case 3) FORCES (lb) ~Maximum Compression/Maximum Tension TOP CHORD A-B=-12741/796, B-C=-9291/616, C-0=-9293/616, D-E=-128001803 BOT CHORD A-1~702/11055, hl~702111055, H-.1~702/11055, H-K=-702111055, K-l~702/11055, G-L~702111055, G-M~S0/11115, M-N~SD/11115, F-N~G0/11115, F-Q=-960111115, 0-P"--660/11115, E-P~S0/11115 WEBS B-~173/3226, B-G~3334/252, C-G~GS/7504, ~3403/258, D-F=-17613272 NOTES 1) 3-ply truss to be connected together with 0. 131"x3" Nails as follows: Top chords connected as follows: 2 X 6 -2 rows at 0-g..o oc. Bottom chords connected as follows: 2 X 8-4 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 ~ 1 row at Q-9-0 oc. 2) All loads are considered equally applied to all plies, exCept if noted as fi"ont (F) or back (8) face in the LOAD CASE{S) section. Ply to ply connections have been provided to distribute only load_s noted as (F) or (B). unless othefwise indicated. 3) Wind: ASCE 1 -98; 9Dmph; h-""25fl; TCDL=S.Opsf; BCDl=5.0psl; Cotegmy II; Exp C; enclosed; MWFRS interior zone; canUiever left and right exposed ; end vertical left and right exposed; LUmber DOL=1_33 plale grip DOL=1.33. 4) TCll.: ASCE 7-98; Pl=40.0 psf (flat roof snow); Exp C;' Fully Exp. 5} Unbalanced snow loads have been considered for this: design. 6) This truss has been designed for a 10.0 psf bottom chord fiVe load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to I;Jea:ring plate capable of withstanding 464 tb uplift at joint A and 520 lb uplift at jointE. · - 8) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 15-11-4 to connecttruss(es) A4 (1 ply 2 X4 SPF) to front lace of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10} Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s} 374 lb down at 0--2-12 on bottom chord. The design/selection of such connection device(s) is the responsibiflty of others. LOAD CASE(S) Slandard 1) Snow: Lumberlncrease=1.00, Plate lncrease=1.00 Continued on a e 2 Job Truss Truss Type Ply 00 4669 0-GAB 2X6DTGAB 1 Job Reference o tlonal TR):I '.f'.l!J• INC., New Cas11e, Co. 81647 6.200 s Oct 18 2005 MITek Industries, Inc. Wed May 30 16:11:18 2007 Page 1 8-7-4 8-7-4 4x6= E 6.00[12 T T 1.5x4 II F 17-2-8 8-7-4 Scale= 1:27.1: ~ -~~~~------~L-------~4~--~----~~--------~~~-------4+L~-------4~+-------~¥-------~~~ ~~~~~~~~~~~~ "'122 -~ -~ 8-1-2 Plate Offsets LOADING (psf) TCLL 40.0 (Roof Snow--40.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER 1.5x4 II 1.5X4 II M:o-3-0 0-3-ll SPACING 2-()...0 Plates Increase 1.00 lumber Increase 1.00 Rep Stress lncr NO Code IRC2000/ANSI95 1.5x4 II CSI TC 0.11 BC O.o7 WB 0.13 (Matlix) 5x6= 17-2-8 17-2-8 DEFL Vert(LL) Vert(TL) Horz(TL) 1.5x4 II in (loc) nla nla 0.00 Vdefl nla nla nla 1.5x4 II lid 999 999 nla Sheathed or 6-0-0 oc purlins. 1.5x4 II PLAlES GRIP MT20 169/123 Weight 56lb TOP CHORD 2X4SPF2100F1.8E BOT CHORD 2X4 SPF2100F 1.8E OTHERS 2 X 4 WW Stud BRACING TOP CHORD BOT CHORD Rigid ceiling directly applied or 1Q-O-O oc bracing. REACTIONS (lblsize) A=128117-2-8, 1-128/17-2-8, M,c-'-204/17-2-8, N=244/17-2-8, 0=224/17-2-8, P=298/17-2-8, L=244117-2-8, K=224/17-2-8, J=298/17-2-8 Max HO!ZA=-48(1oad case 5) Max UpliftA=..1(1oad case 8), N~31(1oad case 7), 0~1Qoad case 7), P=-40Qoad case 7), L=-30(Ioad case 8), K=-32(1oad case 8), J~OQoad case 8) Max Grav A=175Qoad case 2), 1=175(1oad case 3), M=204(1oad case 1). N=366Qoad case 2), 0=321(1oad case 2), P=431(1oad case 2), L-6(1oad case 3). K=321(1oad case 3). J=431(1oad case 3) FORCES (lb) -Maximum Compression/Maximum T ensjon TOP CHORD A-8~108/52, B-C~107135, C.0=-101/56, D-E~108/74, E-F~108/69, F-G=-101138, G--107/30, H-1~108152 BOT CHORD A-P=0/47, D-P=0/47, N-0=0/47, M·N=0/47, L-M=0/47, K-L=0/47, J-K=0/47, I.J=0/47 WEBS E-M~16510. D-N~23/51, C-0=-292/52, B-P~55/58, F-L~23/50, G·K=-292/52, H.J~SS/58 NOTES . 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=S.Opsf; BCOL=S.Opsf; Category II; Exp C; enclosed; MWFRS inlelior zone; canblever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads In the plane of the truss only. For studs expose<:J to wind (nonnal to the face), see MiTek "Standard Gable End Detail" 3) TCLL: ASCE 7-98; Pf=40.0 psi (flat roof snow); Exp C; Fully Exp. 4) Unbalanced snow loads have been considered for thiS design. 5) This truss has been designed tor a 10.0 psf bottom chord live load nonconcurrent With any other live toads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2...0-o oc. 8) Provide mechanical connection (by others) of truss to .bearing plate capable of withstanding 11b uplift at joint A, 31 lb uplift at joint N, 31 lb uplift at joint 0, 40 lb uplift at joint P, 30 lb uplift at joint L, 321b uplift at joint K and 40 lb uplift at joint J. LOAD CASE(S) S!andard This sketch that you be jobsite. 0 To Yard 0 In City 0 Outside JOBSITE .LOCATION SKETCII wil;l be used for delivery purposes. It is important as accurate as possible .in giving directions to your NORTH WEST ---+--EAST SOUTH limits Ci.ty Limits JOB NAME -+ N'u.mbec JOBSITE ADDRESS ----------~------------~------- cITY ____ _..;. ____ JOBS I TE PfiONE _________ _ COMMENTS: ' PHONE 984-2336 Job 4669 russ D Ttuss,Type COMMON Qty 1 Ply 00 1 Job Reference o · nal TRUSfAS,INC." N~e. Co. 81647 6.200 &Oct 18 2005 MiTek Industries, Inc. Wed May 30 16:11:16 20Sl1E';!9e 1 -1-6-0 1-6-0 4x8= 8-1-2 4-5-4 4-5-4 s.ooj12 5-9-15 5-9-15 Plate Offsets :Q-0-2().0-11 :0-0-20-0-11 LOADING (psi) TCLL 40.0 (Roof Snow=IO.O) TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress !ncr YES Code IRC2000/ANSI95 8-7-4 4-2-0 3x4 = CSI TC 0.19 BC 0.29 WB 0.46 (Simplified) 12-9-4 17-2-8 4-2-0 5x6= D H G 3x4= 3x4 = 11-4-9 17-2-8 5-6-10 5-9-15 OEFL. in (Joe) Vdefl Ud ·PlATES GRIP Vert(LL) .0.03 I >999 360 MT20 169/123 Vert(TL) .O.Q7 G-1 >999 240 Horz(TL) 0.02 F nla nla Wind(LL) 0.01 I >999 240 Weight 73lb BRACING TOP CHORD Sheathed or 6-C)..O oc purlins. TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 4 SPF 2100F 1.8E WEBS 2X4 WWS!ud BOT CHORD Rigid ceiling directly applied or 1 Q-0-.0 oc bracing. REAGnONS (lblsize) F=1005/o-5-8, 8=1188/D-5-8 Max HOJZ 8=73(1oad case 7) Max UpliftF=-46(1oad case 8), B~112(1oad case 7) Max GmvF=1172(1oad case 3), B=1453(1oad case 2) FORCES {lb) ·Maximum Compression/Maximum Tension TOP CHORD A-B=0/46, B-0--1576170, G-0=-1244/84, D-~1244184, E-F~1576/70 BOT CHORD B-1;::..74/1355, Hwl=-7/905, G-H=-71905, F-G=-25/1355 WEBS C-1=-464/96, 0-1=-30/591, D..G~0/590~ E.-G=-464/96 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=S.Opsf; BCDL=S.Opsf; Category II; Exp C; enclosad; MWFRS interior ZDno; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip OOL=1.33. 2) TCLL: ASCE 7-98; Pf=40.0 psf (flat roof snow); Exp C; Fully Exp. 3) Unbalanced snow loads have been considered forthi$ design. 4) This truss has been designed for greater of min roofllve load of 18.0 psf or 2.00 times flat root load of 40.0 psf on overhangs non-<Xmcurrent wiU1 other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other.Jive loads. 6) Provide mechanical connection (by others) ofb'us$ b) bearing ·plate capable of withstanding 46 ib uplift at joint F and 112 lb uplift at joint B. LOAD CASE(S) Standard Scale = 1:30. 8-1-2 2X6DTGAB 26-9-0 47-3-11 55-1-5 26-9-0 20-6-11 7-9-10 Scale= 1:91. 5x6 = s.ooj12 0 3XS 'l, 3x6~ 5x6~ s.ootg_ BH BG BF BE BD BCBB 3x6= BA Al. AY AX AW AVAUAT AS AR AD AP AllN AM AL AK AAI AH AG AF 8-1-2 LUMBER SPACING Plates Increase Lumber Increase Rep Slress lncr NO Code IRC2000/ANSI95 TOP CHORD 2X4SPF2100F1.8E BOTCHORO 2X4SPF2100F 1.8E WEBS 2X4WWStud CSI TC 0.29 BC 0.16 WB 0.90 (Matrix) 3x6= DEFL Vert(LL) Vert(TL) Horz(TL) BRACING in (loc) Vdefl nla nla nla nla 0.02 AE nla 3x6= Ud 999 999 nla TOP CHORD 2-().Q oc pu~ins (6-0-0 max.) PLATeS GRIP MT20 169/123 Weight 318lb (Switched from sheeted: Spacing > 2-().Q). BOT CHORD Rigid ceiling dire<::tfy applied or 1()-0..0 oe bracing. 4x6 .:::::- OTHERS 2 X 4 WW Stud •Except• WEBS T~Brace: 2X4 HFStud-O.AV, N-AW,M-AX, L-AY, ST13 2 X4SPF 2100F 1.8E, ST122X4 SPF 2100F 1.8E ST112X4 SPF 2100F 1.8E, ST10 2X4SPF 2100F 1.8E ST9 2X4 SPF 2100F 1.8E, ST8 2 X4 SPF 2100F 1.8E ST122X4SPF2100F 1.8E, ST112X4!SPF 2100F 1.8E ST10 2X4 SPF 2100F 1.8E, ST9 2X4 SPF 2100F 1.8E ST8 2 X 4 SPF 2100F 1.8E K-Al., J-BA. P-AT, 0-AS, R-AR, 8-AQ, T-AP Fasten T and I braces to m:urow edge of web with 10d Common wire nails, 9in o.c.,with 4in minimum end distance. Brace must cover 90% of web length. JOINTS 1 Bmce at Jt(s): 0, AA REACTIONS (iblsize) AE=160/55-1-5, A-""257/55-1-5, AV=444/55-1-5, AW=478/55-1-5, AX=481155-1-5, AY=481/55-1-5, AZ.=474/55-1-5, BA=494/55-1-5, BC=46G/55-1-5, 80=466/55-1-5, BE=480/55-1-5, BF=478/55-1-5, BG=490/55-1-5, BH=436/55-1-5, 61=625/55-1-5; AT=478/55-1-5, A$=481/55-1-5, AR=481/55-1-5, A0=474/55-1-5, AP=494/55-1-5 , A0=496/55-1-5, AM=486/55-1-5, AL=477/55-1-5, AK=496/55-1-5, AJ=334/55-1-5, AH=418/55-1-5, AG=495/55-1-5, AF=481/55-1-5, Al=189/55-1-5 Max HorzA=-310Qoed case 5) Max Upiif!A;-23(1oed case 5), AW=37(ioad case 7), AX=-75(1oad case 7), AY=MQoad case 7), AZ=B4(ioad case 7), BA=68Qoad case 7), BC=-61(ioad case 7}, BD=66Qoed case 7), BE=BS(ioad case 7), BF=65(1oad case 7), BG=SG(Ioad case 7), BH~59(1pad case 7), BI~Qoad case 7). AT~28(ioad case 8), ~78Qoad case 8), AR=63(ioad case at A0=64Qbad case 8), AP=88Qoad case 8), A0=81(1oad case 8), AM=B6(1oad case 8), AL=B5Qoad case 8), AK=67(1pad case 8), AJ-(Ioad case 8), AH~(Ioad case 8), AG~8(1oad case 8), AF=56Qoad case 8), Al=-14(1oad case 8) Max Gmv AE--""230(1oed case 3), A=374(1pad case 2), AV=451(1oad case 2), AW=73S(Ioad case 2), AX=718(1oad case 2), AY=719Qoad case 2), Al=708Qoad case 2), BA=739(1oad case 2), BC=6960oad case 2), BD=727(1oad case 2), BE=717(1oad case 2), BF=714Qoad case 2), BG=733(1oad case 2), BH=652(1oad case 2), Bl=934(1oad case 2), AT=733Qoad case 3), AS=716Qoad case 3), AR=716Qoad case 3), AQ=706(1oad case 3), AP=737(1oad case 3), A0=693(1oad case 3), AM=725(1oad case 3), AL=710{1oad case 3), AK=739(1oad case 3), AJ~93(1oad case 3), AH:::621(1oad case 3), AG=737(1oad case 3), AF=717(1oad case 3), Al=266{1oad case 3) I Contln,uedl on oaoe 2 I ·1-6-0 I 5-9-2 11-2-12 16-8-6 22-5-8 1-6-0 5-9-2 5-5-10 5-5-10 5-9-2 5x6= D s.oofi2 5x8 II J H 8-1-2 sxs= 4x6= 3x6= 14-10-6 22-5-8 LOADING (psi} SPACING 2-!l-0 CSI OEFL in Ooc) Ydeft Ud PLATES TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.04 J >999 360 MT20 (Roof Snow---40.0) Lumber Increase 1.00 BC 0.26 Vert(TL) -0.08 H..J >999 240 TCDL 10.0 Rep Stress lncr YES WB 0.59 Hoi2(TL) 0.03 F nta nta 0.0 Code IRC2000/ANSI95 (Simplified) Wind(LL) 0.01 J >999 240 Weight 113lb LUMBER BRACING TOP CHORD Sheathed or 6-0-0 oc pur1ins. TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 6 SPF 2100F 1.6E WEBS 2X4WWstud BOT CHORD Rigid ceiling directly applied or 10~0-0 oc bracing. WEDGE Left 2 X 4 WW stud. Right 2 X 4 WW Stud REACTIONS (lb/size) 8=1503/G-5-S. F=1503/0-5-8 Max HorzB=-77(1oad case 8) Max UplifiB=·126(1oed case 7), F~126(1ciad case 8) Max GravB=1821(1oad case 2), F=1821(1bad case 3) FORCES (lb). Maximum Compression/Maximum Tension TOP CHORD A-6=0133, B-C=:-2042190, c-0=-1617/111, D~E=-1617/111, E-F=-2042/90, F-G=0/33 BOT CHORD B..J~0/1750, I..J=-4/1179, H-1=-4/1179, F-H=-22/1750 WEBS C..J~98/126, D..J=-41mO, D-H=-41mO, E-H~981126 NOTES 1) Wind: ASCE 7-98; 90mph; 11=2511; TCDL=5.0pst. BCDL=5.0pst, C8leg01y II; E>cp C; enclosed; MWFRS interior zona; cantilever left and right exposed; end vertical lett and right exposed; lumber OOL=1.33 plate grip DOL=-1.33. 2) TCLL: ASCE 7-98; P!--40.0 psf (flat roof snow); E>cp C; Fully E>cp. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof rwe load of 18.0 psfor 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other li:Ye loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any oUler live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 tb uplift at joint B and 126 lb uplift at joint f. LOAD CASE(S) Standaro 5x6 II 8-1-2 GRIP 169/123 Job Truss Truss Type 4669 B-GAB GABLE Qty 1 p~ 00 1 Job Reference o onal TRUSFAjj.Jfij! •• NewCaslle. Co. 81647 6.200 s Oct 18 2005 MITek Industries, Inc. Wed May 30 16:11:13 2007 Page 1 3x4-:/ X 1.5><4 II 8-1-2 11-2-12 11-2-12 6.00[12 w 1.5x4 II' v 1.5x4 II S:0-3-0 0-3-0 LOADING (psf) TCLL 40.0 (Roof Snow--40.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER SPACING 2-o-o Plates lnaease 1.00 Lumber Increase 1.00 Rep Stiess lncr NO Code IRC2000/ANSI95 u 1.5x4 II CSI 1.5x4 II F T 1.5x4 II TC 0.09 BC 0.02 WB 0.21 (MatriX) 4x6 = G 1.5x4 II H 5x6 = {5x4 II Q 1.5x4 II 22-5-8 22-5-8 DEFL Vert(LL) Vert(TL) Horz(TL) BRACING in (loc) n/a nla 0.00 M Udefl n/a . n/a nla 22-5-8 11-2-12 p 1.5x4 II Ud 999 999 nla TOP CHORD Sheathed or 6-0-0 oc purlins. Scale = 1:39.1 0 1.5x4 II N 3x4 ~ 1.5x4 II PLAlES GRIP MT20 169/123 Weight 841b TOP CHORD 2X4SPF2100F1.8E BOT CHORD 2X4SPF2100F1.8E OTHERS 2 X 4 WW Stud BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=S0/22-5-8, M=60/22-5-8, S=:!05122-5-8, T=238122-5-8, U=241/22-5-8, V=238/22-5-8, W=247/22-5-8, X=203/22-5-8, R=238/22-5-8, 0=241122-5·8, P=238122-5-8, 0=247122-5-8, N=203122-5-8 Max Horz A=66(load case 6) Max UproftA=.7Qoad case 5), T~28Qoad case 7), U~5(1oad case 7), V~2(1oad case 7), W~33(1oad case 7), X=-41(1oad case 7), R=-26(1oad case 8), Q~(load case 8), P~2(1oad case 8), ~3(1oad case 8), N~38(1oad case 8) Max GmvA=73(1oad case 2), M=73(1oad case 3), S=205(1oad case 1). T=358(1oad case 2), U=347(1oad case 2), V=344(1oad case 2). W=356(1oad case 2), X=296(1oad case 2), R=358(1oad case 3), Q=347(1oad case 3), P=344(1oad case 3). 0=356(1oad case 3), N=296(1oad case 3) FORCES (lb) .. Maximum Compression/Maximum Tension TOP CHORD A-8~99/24, 8-C=-101136, C·D=-105/42, D-E~104163, E-F=-105/83, F-G~109/101, G-H=-109/96, H-1=·105/66, I.J~104/39, J-K~105/32. K·l=·101/36,l-M~74/24 BOT CHORD A-X=0/68, W-X=0/68, V-W=0/68, U·V=0/68, T·U=0/68, S-T=0/68, R-S=0/68, Q-R=0/68, P.Q=0/68, D-P=0/68, N-0=0/68, M-N=0/68 WEBS G.S=-165/0, f·T=-318/48, E·U~307/55, D-V=-304/52, CW=-316/54, B·X=-256/56, H-R=-318/46, 1·0=-307/55, J-P=-304/52, K.Q--316/54, l-N=-256/53 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCOL=S.Opsf; BCDL=5.0psf; Category I~ Exp C; enclosed; MWFRS interior zone; cantilever left and right exposed; end vertical left and right exposed; Lumber OOL=1.33 plate grip OOL=1.33. 2) Truss designed tor wind loads in the plane of the truss only. For studs exposed to wind (nonnal to the face), see MiTek "Standard Gable End Detail" 3) TCLL: ASCE 7·98; Pt'-40.0 psi (flat roof snow); Elq> C; Fully Exp. 4) Unbalanced snow loads have been considered for ~is design. 5} This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spsced at 2-o-o oc. 8) Provide mechanical connection (by others) of truss tQ bearing plate capable of withstanding 1 lb uplift at joint A, 281b up\lft at joint T, 35 lb uplift: at joint U, 321b upliftatjointV, 33lb uplift at joint W, 411b uplift at joint X. 261b uplift at joint R, 351b uplift at joint a. 321b uplift at joint P, 33lb uplift at joint 0 and 381b upliftatjoint'N. LOAD CASE(S) Standard -1-6-0 1-6-0 3X10 = 8-1-2 LUMBER 6.00[12 SPACING Plates Increase Lumber Increase 8-0-8 8-0-8 Rep Stress lncr YES COde IRC2000/ANSI95 CSI TC 0.66 BC 0.43 WB 0.19 (Simplified) 5x6 = c 5x8= DEFL Vert(Ll) Vert(TL) Horz(TL) Wind(LL) in (Joe) -0.09 B-F ...0.18 B~F 0.02 D 0.01 F lldefl >999 >999 n/a >999 16-1-0 8-0-8 16-1-0 8-0-8 Ud 360 240 n/a 240 Sheathed or 6-0·0 oc purtins. 3x10 = 8-1-2 PLATES GRIP 17-7-0 1-8-0 Scale= MT20 169/123 Weight611b TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 4 SPF 2100F 1.8E BRACING TOP CHORD BOT CHORD Rigid ceiling directly applied or 1~0.0 oc bracing. WEBS 2 X 4 WW Stud REACTIONS (lb/size) B•1121/D-5-8, 0•1121/0-5-8 Max. Horz B=-64(load case 8) Max UpliltB~108(Ioad case 7), o~108(1oad case 8) Max GravB=1375(1oad case 2), D=1375(1oad case 3) FORCES {lb). Maximum COmpression/Maximum Tension TOP CHORD A-8=0/46, ~75143, C-D-975/43, D-E=0/46 BOT CHORD B-F=0/855, D-F=0/855 WEBS C-f"'(J/312 NOTES 1) Wind: ASCE 7-98; 90mph; h--25ft; TCDL=5.0psf; BCDL=5.0psf; Category II; Exp C; enclosed; MWrRS interior zone; cantilever left and right exposed; end vertical left and right exposed; Lumber OOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pr-40.0 psf (flat roof snow); El<p C; Fully El<p. 3) Unbalanced snow loads have been considered for thi~ design. 4) This truss has been designed for greater of min roof live load of 16.0 p$f or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. · 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection {by others} of truss to bearing plate capable of withstanding 106 lb uplift at joint B and 106 lb uplift at joint D. LOAD CASE(S) Standard ' \ ~:?.::1!! " - ' ' ' ' ' ' ........ __ ......... / ECKEO THIS DRAWING TO BE CH BY OWNER AND CONTRACT READ INSTAIJ..ATION INST PRIOR TO FRAMING. OR. RUCTIONS GARAGE ~ .. ll, ... .. ... ' ' ' " " ' ' . "" .... ' '' 1 1 ~ 1 '' ., ' . ,, ' •• J ' .. 2 2 2 2 .. eeessees • " • . ... Main Floor 1/4~ "'1'.o' ' '' ' ' " ' " :r • " - ~ v • ' -~/ .• j ' ' ' ' ' ' ' ' v~ ~ . I • ~ • .. ' I '"' -' . ' ' " • ~~· - ~ ~ DESIGN LOAD: FL.OOR 40 PSF UVE L.OAD 10 PSF OCAO LOAD 50 PSF TOTAL. L.OAO 100% DURATION .... .~ . ... "' ~~ 16 " L "" 11·716"8C16000-1,10F 1Jr0CS!U " FRAMING teRE NOTE: A) APPROVED USE OF 117/8" BCI/6000@ 16" o.c.s. B) SCI JOIST NOT DESIGNED TO SUPPORT l.OACS FROM ABOVE. C) SEE Al.L NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS, PLAN DETAILS AND BOISE INSTAL.LA.TlON GUIDE. ' ----------------------------------------------------------------------------------------------------------------------------------- Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Ass_essorfii:!iaSJJrer _El;_QJ)s;r!J_Sean;h I fhsJ>§Ssor Sl!_bse.LQJJ.en' I Asses~or Sales_Se;m;;_!:l Clerk&R!i>:or<leLRe>:eptionSearch Parcel Detail I Value Detail s_;;tles DetaU I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea Jl Account Number II Parcel Number II Mill Levy I I o8o II R800219 II 240706407011 II 39.826 I Owner Name and Mailing Address jJEFFERIES CONSTRUCTION, INC I j0023 LAFRENZ LN I jsiLT, co 81652 I Legal Description jsECT,TWN,RNG:6-7-95 SUB:BATTLEMENT I lcREEK VILLAGE SEC.2 BLK:3 LOT:5 I jBK:0601 PG:0658 BK:1901 PG:265 I IRECPT:71848 BK: 1107 PG:0506 BK:0769 I IPG:0518 I Location I Physical Address: 1137 VALLEY VIEW PL P ARACHUTEI I S bd' . . "BATTLEMENT CREEK VILLAGE u IVISIOU: SEC.2 I -~-Land Acres: jlo I Land Sq Ft: 1121,204 I I Section II Township II Range I I 6 IL 7 II 95 I Property Tax Valuation Information httn://www. garcoact.com/ assessor/parcel.asp ?ParcelN umber=2407 064070 11 917/2007 Parcel Detail Page 2 of3 II Actual Value II Assessed Value I I Land: II 47,01~1 13,6301 I Improvements: II oil ol I Total: II 47,01011 13,6301 Sale Date: /1312/2007 Sale Price: 1183,000 Basic Building Characteristics Number of Residential jo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I I 2006 II Tax Payment: Whole II ($388.32)1 I 2006 II Tax Amount II $388.321 I 2005 II Tax Payment: Second Half II ($252.38)1 I 2005 II Tax Payment: First Half II ($252.38)1 I 2005 II Tax Amount II $504.761 I 2004 II Tax Payment: Second Half II ($275.36)1 I 2004 II Tax Payment: First Half II ($275.36)1 I 2004 II Tax Amount II $550.721 I 2003 II Tax Payment: Second Half II ($273.73)1 I 2003 II Tax Payment: First Half II ($273.73)1 I 2003 II Tax Amount II $547.461 I 2002 II Tax Payment: Second Half II ($287.68)1 I 2002 II Tax Payment: First Half II ($287.68)1 2002 II Tax Amount II $575.361 2001 II Tax Payment: Second Half II ($269.48)1 2001 II Tax Payment: First Half II ($269.48)1 2001 II Tax Amount II $538.961 2000 II Tax Payment: Second Half II ($314.87)1 2000 II Tax Payment: First Half II ($314.87)1 I 2000 II Tax Amount II $629.741 http://www. garcoact.com/ assessor/parcel.asp ?Parce 1Number=2407 06407 0 11 9/7/2007 Parcel Detail I 1999 II Tax Payment: Second Half II ($254.18)1 I 1999 II Tax Payment: First Half II ($254.18)1 I 1999 II Tax Amount II $508.361 Top ofh~ Assl"ssoLJ24ta\J"'ls!"Sei!rcltQp!ions. I Ir.easur~r D~g1aba~.e_arch.Qrltion~ Clerk &Recorder l24tab4se_SeardJQptioJt$ 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 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Goodil.!msSotlwm:e. htto://www.garcoact.com/assessor/parcel.asp?ParcelNurnber=240706407011 917/2007 SOILS AND FOUNDATION INVESTIGATION LOT 5, BLOCK 3 THE RESERVE (AKA 37 VALLEY VIEW PLACE) BATILEMENT MESA, COLORADO Prepared For: JEFFERIES CONSTRUCTION, INC. 0023 La Franz Lane Silt, CO 81652 Project No. GS05007 -120 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 July 2, 2007 TABLE OF CONTENTS SCOPE SUMMARY OF CONCLUSIONS SITE CONDITIONS PROPOSED CONSTRUCTION SUBSURFACE CONDITIONS SITE EARTHWORK Excavations Backfill and Fill Structural Fill FOUNDATIONS FLOOR SYSTEMS AND SLABS-ON-GRADE BELOW-GRADE CONSTRUCTION SUBSURFACE DRAINAGE SURFACE DRAINAGE LIMITATIONS FIGURE 1-APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURE 2-SUMMARY LOGS OF EXPLORATORY BORINGS FIGURES 3 AND 4-SWELL-CONSOLIDATION TEST RESULTS FIGURE 5-EXTERIOR FOUNDATION WALL DRAIN TABLE 1-SUMMARY OF LABORATORY TEST RESULTS JEFFERIES CONSTRUCTION, INC. LOT 5, BLOCK 3 THE RESERVE CTL IT PROJECT NO. GS05007-120 S:\GS05007.000\120\2. Reports\GS05007120 R1.doe 1 1 2 2 2 3 3 4 4 4 5 6 7 8 9 SCOPE This report presents the results of our soils and foundation investigation for the proposed residence on Lot 5, Block 3 at The Reserve in Battlement Mesa, Colorado. We conducted this investigation to evaluate the subsurface conditions at the site and provide recommendations for the proposed construction. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions found in our exploratory borings and our opinions and recommendations for design and construction of foundations, foundation walls, drain systems, floor systems, and details influenced by the subsoils. The recommendations contained in the report were developed based on the currently planned construction. We should be informed if actual construction will differ significantly from the descriptions herein. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsurface conditions encountered in our exploratory borings consisted of about 6 inches of sandy clay "topsoil" and 16.5 to 18 feet of sandy clay underlain by natural clayey gravel to the total explored depth of 22 feet below existing ground surface. Practical auger refusal occurred on gravel in our boring TH-1 at a depth of 22 feet. Free ground water was not found in our exploratory borings during drilling operations. 2. The residence can be constructed on footing foundations that are supported by the undisturbed, natural sandy clay. A more positive alternative to reduce the chance of foundation movement is to construct the footings on an at least 2-foot thickness of densely- compacted structural fill. Design and construction criteria for footings are presented in the report. 3. We judge slab-on-grade construction can be supported by the undisturbed, natural sandy clay with low potential risk of differential movement and associated damage. JEFFERIES CONSTRUCTION, INC. LOT 5, BLOCK 3 THE RESERVE CTL IT PROJECT NO. GS05007·120 S:\GS05007.000\120\2. ReportsiGS05007120 R1.doc 1 4. Surface drainage should be designed to provide for rapid removal of surface water away from the proposed residence. A foundation drain should be installed around below-grade areas. SITE CONDITIONS The Reserve is a residential development located in Battlement Mesa, Colorado. Lot 5, Block 3 is in the northwest part of the development and west of Valley View Place. Single-family residences are south, east and north of the lot. Undeveloped lots are northwest of the lot Natural ground surface on the lot slopes gently down to the west at grades of about 5 percent. Overlot grading occurred on Lot 5 during development of Block 3 in The Reserve. Vegetation on the lot consists of sparse weeds and grasses. PROPOSED CONSTRUCTION CTL 1 Thompson was not provided with building plans for the proposed residence. We understand the residence will be a one-story, wood-frame building with an attached garage (see Figure 1). Crawl space areas will be below the living areas ofthe residence. The garage floor will be a slab-on-grade. Excavation depths of about 4 to 6 feet are expected to attain foundation elevation. We expect maximum foundation loads of about 3,000 pounds per linear foot of foundation wall and maximum column loads of 30 kips. If actual construction will differ significantly from the descriptions above, we should be informed so that we can check that our recommendations are appropriate. SUBSURFACE CONDITIONS Subsurface conditions on Lot 5, Block 3 were investigated by drilling two exploratory borings (TH-1 and TH-2) with a track-mounted drill rig at the approximate locations shown on Figure 1. Drilling operations were directed by our staff engineer who logged the soils encountered in the borings and obtained samples. Samples obtained in the field were returned to our laboratory where field classifications were JEFFERIES CONSTRUCTION, INC. LOT 5, BLOCK 3 THE RESERVE CTL! T PROJECT NO. GS05007-120 S:\GS05007.000\120\2. Raports\GS05007120 R1.doc 2 checked and typical samples selected for testing in our laboratory. Graphic logs of the soils found in our exploratory borings are shown on Figure 2. Subsurface conditions encountered in our exploratory borings consisted of about 6 inches of sandy clay "topsoil" and 16.5 to 18 feet of sandy clay underlain by clayey gravel to the total explored depth of 22 feet below existing ground surface. Practical auger refusal occurred on gravel in our boring TH-1 at a depth of 22 feet Observations during drilling and results of penetration resistance testing indicated the clay was stiff and the gravel was dense to very dense. Free ground water was not found in our exploratory borings during drilling operations. Our exploratory borings were backfilled immediately after drilling operations were completed. Two samples of the clay selected for one-dimensional, swell-consolidation testing exhibited 0.8 and 1.0 percent compression when wetted under an applied load of 1,000 psf. The samples compressed an additional1.0 to 1.5 percent when the load was increased to 3,000 psf. Results of swell-consolidation testing are shown on Figures 3 and 4. Laboratory test results are summarized on Table I. SITE EARTHWORK Excavations Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. We believe the natural clay soils within anticipated excavation depths at this site will classify as Type B soils based on OSHA standards governing excavations. Temporary slopes deeper than 4 feet should be no steeper than 1 to 1 (horizontal to vertical) in Type B soils. Contractors should identify the soils encountered in excavations and refer to OSHA standards to determine appropriate slopes. Free ground water was not found in our exploratory borings during this investigation. We do not anticipate excavations for foundations or utilities will JEFFERIES CONSTRUCTION, INC. LOT 5, BLOCK 3 THE RESERVE CTL! T PROJECT NO. GS05007~120 S:\GS05007.000\12012. Reports\G$05007120 R1.doc 3 penetrate ground water, however, excavations should be sloped to a positive gravity outfall or to a temporary sump where water can be removed by pumping. Backfill and Fill Proper compaction of backfill soils adjacentto foundation wall exteriors and in utility trenches is important to reduce subsequent settlement and infiltration of surface water. We believe the excavated soils can generally be used as backfill, provided they are free of rocks larger than 3-inches in diameter, organics, and debris. Backfill should be placed in loose lifts of approximately 8-inch thickness or less, moisture conditioned to within 2 percent of optimum moisture content, and compacted. The backfill should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). Moisture content and density of the backfill should be checked during placement by a representative of our firm. Structural Fill Structural fill may be required below slabs-on-grade or be placed to reduce the potential for movement of the foundation system. We recommend using the on-site soils free of organic matter, debris, and rocks larger than 4 inches in diameter as structural fill. Areas which will receive structural fill should be stripped of vegetation, organic soils, and debris. Structural fill should be placed in loose lifts of 10 inches thick or less, moisture conditioned to within 2 percent of optimum moisture content, and be compacted to at least 98 percent of standard Proctor (ASTM D 698) maximum dry density. Moisture content and density of structural fill should be checked by a representative of our firm during placement. FOUNDATIONS Our subsurface information indicates that the natural sandy clay is present at proposed foundation elevations. The residence can be constructed on footing foundations that are entirely supported by the undisturbed, natural clay or an at least JEFFERIES CONSTRUCTION, INC. LOT 5, BLOCK 3 THE RESERVE CTL IT PROJECT NO. GS05007·120 S:\GS05007.000\120\2. Reports\GS05007120 R1.doc 4 2 foot thickness of densely-compacted structural fill. Placing at least 2 feet of properly placed structural fill below footings will reduce the potential for movement of the foundation system. Recommendations in the Structural Fill section should be followed. In either case, care must be taken to prevent wetting of the subsoils below and adjacent to the residence. The footings should be designed and constructed with the criteria below. 1. Footing foundations should be entirely supported by the undisturbed, natural clay or an at least 2 foot thickness of densely compacted structural fill. Soils loosened during the forming process for the footings should be removed or re-compacted prior to placing concrete. 2. Footings should be designed for a maximum soil bearing pressure of 2,000 psf on the natural soil. Footings constructed on an at least2 foot thickness of structural fill may be designed for a maximum soil bearing pressure of 3,000 psf. 3. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 4. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcementsufficientto span an unsupported distance of at least 12 feet. Reinforcement should be designed by the structural engineer. 5. The soils under exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 36 inches below finished exterior grades. The Garfield County building department should be consulted regarding required frost protection depth. FLOOR SYSTEM AND SLABS-ON-GRADE We understand the garage floors are planned as slab-on-grade. We judge slab- on-grade construction can be supported by the undisturbed, natural clay or densely- compacted structural fill with low potential for differential movement and associated damage. Placing slabs-on-grade on an at least 1 foot thickness of structural fill will JEFFERIES CONSTRUCTION, INC. LOT 5, BLOCK 3 THE RESERVE CTL 1 T PROJECT NO. G$05007·120 S:\GS05007.000\120\2. Reports\GS05007120 R1.doc 5 likely improve performance. Recommendations in the SURFACE DRAINAGE section should be followed to reduce potential for wetting of the subsoils below slabs. We recommend the following precautions for slab-on-grade construction at this site. These precautions will not prevent movement from occurring, they tend to reduce damage if slab movement occurs. 1. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movement of the slabs. 2. Underslab plumbing should be pressure tested before the slab is constructed. Plumbing and utilities which pass through slabs should be isolated from the slab with sleeves and be constructed with flexible connections to slab supported appliances. Heating and air conditioning systems supported by slabs should be provided with flexible connections capable of at least 2 inches of vertical movement so that slab movement is not transmitted to the duct work. 3. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well-reinforced to function as independent units. Movements of these slabs should not be transmitted to the residence foundation. 4. Frequent control joints should be provided, in accordance with American Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. BELOW-GRADE CONSTRUCTION Foundation walls which extend below-grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage ofthe backfill, and the rigidity of the wall against rotation and deflection. For a very rigid wall where negligible or very little deflection will occur, an "at-rest" lateral earth pressure should be used in design. For walls which can deflect or rotate 0.5 to 1 percent of wall height (depending upon the backfill types), lower "active" lateral earth JEFFERIES CONSTRUCTION, INC. LOT 5, BLOCK 3 THE RESERVE CTL IT PROJECT NO. GS05007-120 S:IGS05007,000\12012. Reports\GS05007120 R1.doc 6 pressures are appropriate. Our experience indicates typical below-grade walls can deflect or rotate slightly under normal design loads, and that this deflection results in satisfactory wall performance. Thus, the earth pressures on the walls will likely be between the "active" and "at-rest" conditions. If on-site soils are used as backfill, we recommend design of below-grade walls using an equivalent fluid density of at least 50 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The recommended equivalent density assumes deflection; some minor cracking of walls may occur. If very little wall deflection is desired, a higher equivalent fluid density may be appropriate for design. Backfill placed adjacent to foundation wall exteriors should be placed and compacted as described in the Fill and Backfill section. SUBSURFACE DRAINAGE Water from precipitation, snow melt and surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a residence and collects on the surface of relatively impermeable soils occurring at the bottom of the excavation. This can cause wet or moist conditions in below-grade areas after construction. We recommend provision of a foundation drain around the residence. The drain should consist of a 4-inch diameter, open joint or slotted pipe encased in free draining gravel. The drain should lead to a positive gravity outfall or to sump pit where water can be removed by pumping. A typical foundation drain detail is shown on Figure 5. Control of humidity in crawl spaces is important for indoor air quality and performance of wood floor systems. Our scope for this project did not include providing recommendations to control humidity. Nevertheless, since we are involved in this type of work we feel we should comment. We believe the best current practices to control humidity involve the use of a vapor retarder (1 0 mil minimum), placed on the exposed soils below accessible sub-floor areas. The vapor retarder JEFFERIES CONSTRUCTION, INC. LOT 5, BLOCK 3 THE RESERVE CTL IT PROJECT NO. GS05007·120 S:\GS05007.000\120\2. Reports\GS05007 120 R1.doc 7 should be sealed at joints and attached to concrete foundation elements. We recommend an active ventilation system be installed in the crawl space to limit the humidity. SURFACE DRAINAGE Surface drainage is critical to the performance of foundations, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: 1. The ground surface surrounding the exterior of the residence should be sloped to drain away from the building in all directions. We recommend providing a slope of at least 6 inches in the first 5 feet around the building, where possible. 2. Backfill adjacent to foundation wall exteriors should be placed and compacted as described in the Fill and Backfill section. Increases in the moisture content ofthe backfill soil after placement often results in settlement of the backfill. Backfill settlement is most common adjacent to north facing walls. 3. The residence should be provided with gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. Water from roof and surface runoff should not be introduced to the foundation drain system. 4. Landscaping should be carefully designed to mm1m1ze irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass or other landscaping requiring comparatively large amounts of irrigation should not be located within 5 feet of the foundation. Sprinklers should be at least 5 feet from building foundations and directed away from the building. Irrigation should be limited to the minimum amount sufficient to maintain vegetation; the application of additional water will increase the likelihood of slab and foundation movements. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the building. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. JEFFERIES CONSTRUCTION, INC. LOT 5, BLOCK 3 THE RESERVE CTL IT PROJECT NO. GS05007w120 5:\GS05007.000\12012. Reports\GS05007120 R1.doc 8 LIMITATIONS Our exploratory borings were located to obtain a reasonably accurate picture of the subsurface. Variations in the subsurface conditions not indicated by our exploratory borings will occur. We should be called to observe soils exposed at footing elevations to verify that the soils are suitable for support of the footings as designed and to observe and test placement of structural fill. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or implied, is made. If we can be of further service or if you have questions regarding this report, please call. 'AAr-uH,OMPrv . White, E.l. ERW:CAB:cd ( 5 copies sent) JEFFERIES CONSTRUCTION, INC. LOT 5, BLOCK 3 THE RESERVE CTL IT PROJECT NO. GS05007-120 S:\GS05007.000\12012. Reports\GS05007120 R1.doc Reviewed by: 9 SCALE: 1" = 40' ' ' Jeffertes Construction Inc Lots, BlOCk a, ThO Reserve ' · Project No. GS05007-120 ""' ' ' VALLEY VIEW PLACE Approximate Locations of Exploratory Borings Fig. 1 Project No. GS05007-120 ,IJ", organics, 1 or brown. moist, rust. (CL) 1nse to very dense, lin. (GC) e symbol 12/12 blows of a 140 1lllng 30 Inches drive a 2.5 Inch mpler 12 Inches. i auger refusal. JS were drilled on 'lth 4-lnch tem auger and a rlll rig. Exploratory :kfllled Immediately rations were !oratory borings are water was found In >orlngs at the time y borings are xplanatlons, ~oncluslons as 1 report. Fig. 2 z 0 iii z <( ~ ;ft. z 0 iii l8 0:: a. ::iE 0 0 6 4 3 0"1 Sample of CLAY, SANDY (CL) From TH-1 AT 9 FEET PROJECT NO" GS05007-120 10 APPLIED PRESSURE -KSF NATURAL DRY UNIT WEIGHT= NATURAL MOISTURE CONTENT= i I __ i __ li i . -·---. ·: . ~ . 100 97 PCF 2.5 % Swell Consolidation Test Results FIG" 3 z 0 1ii z § z 0 1ii ~ ~ 0 0 0.1 Sample of CLAY, SANDY (CL) From TH-2 AT 4 FEET PROJECT NO. GS05007-120 1.0 10 APPLIED PRESSURE -KSF NATURAL DRY UNIT WEIGHT= NATURAL MOISTURE CONTENT= 100 ---"9:..::5_ PCF 3.5 % Swell Consolidation Test Results FIG. 4 SLOPE PER OSHA SLOPE PER REPORT I \__BACKF'ILL~ (COIII'OSITION AND COIIPACIION PER REPORT) PRO~DE POLYETHYLENE SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION EXTEND POLYETHYLENE TO TOP ELEVATION Or DRAIN. ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR NO. 67). EXTEND GRAVEL TO AT LEAST 1/2 HEIGHT Or FOOTING. MINIMUM OR BEYOND 1:1 SLOPE FROM BOTTOM Or FOOTING. (WHICHEVER IS GREATER) 4-INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A SLOPE RANGE BETWEEN 1/B INCH AND 1/4 INCH DROP PER FOOT Or DRAIN. Project No. GS05007-120 NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM Or FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. STRUCTURALLY SUPPORTED FLOOR SYSTEM / CRAWL SPACE_/' ~---REINFORCING STEEL PER STRUCTURAL DRAWINGS. ---FOOTING OR PAD Exterior Foundation Wall Drain Fig. 5 PROJECT NO. GS05007 -120 TABLE I SUMMARY OF LAB ORA TORY TEST RESULTS NATURAL A TTERBERG LIMITS UNCONFINED SOLUBLE PASSING BORING DEPTH NATURAL DRY SWELL' LIQUID PLASTICITY COMPRESSIVE SULFATES NO. 200 SOIL CLASSIFICATION MOISTURE DENSITY LIMIT INDEX STRENGTH SIEVE (FEET) (%) (PCF) (%) (%) (%) (PSF) (%) (%) TH-1 9 2.5 97 -0.8 CLAY, SANDY Cll TH-2 4 3.5 95 -1.0 CLAY, SANDY (CL) TH-2 9 3.0 86 CLAY, SANDY (CL) •Note: Swell due to wetting under an applied load of 1,000 psf. Negative values indicate consolidation. Page 1 of 1