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1.61. Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'6 Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Parcel/ScheduleNo: 7-7 - 1 "{DP -0© Job Address: 1 Lot No: Block No: Exempti 2 Ownerh r t` -k rce•- i eL\0-2 0Y- Address / 2 76S3 // t 6 Li{ / 9)e Ph: '/3...,1.__) IG% { /E 4., . 1 l Wk Ph: 7'x cr -)/ ?5' 3 Contractor: eLkAc 4.. 40C4' -°k 33hc ti Address: /} s w 23 Cs f &1 k (s' Ph: . r? -0 33-( 514,4 Lic. No. 4 Architect/Engineer:Lic. `"te pken 4 . }< sic Are tail{ L\'(e-v�U.4 n -D 62-5 2-7- -`/ No. 22,26z 5 Sq. Ft. of Building: /3` Use of Building: e 5 ' �c t a.� Sq. Ft. of Lot: y. f tc , C S 1 I\ k ~ci. w� 1 Height: / 15 l c hcn ,�o.. No. of Floors: { 6 7 Describe Work:%� 1 IsVe ' L°d Lt S' `c'-'-' d ..-., h -t S i UL`} h. _ - 'un.i j ti C9 Yb 8 Class of Work: New ❑ Alteration] o Remove o Addition a Move 9 10 Garage: a Single )40 Double Carport: o Single o Double ❑ Driveway Permit Ora -Site Sewage Disposal >6 Site Flan 14 D .{ec1u ► t, e cf 1 (Septic) 11 Valuation of Wbrk: S // / / V) eco I / ea �(e) v e 6 Adjusted Valuations: $ / O� / /Li..)( 12 Special Conditions: =Nil L f—f 4 NOTICE A SEPARATE ELECTRICAL PERMIT ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND AUTHORIZED IS NOT COMMENCED CONSTRUCTION OR WORK IS SUSPENDED PERIOD OF 180 DAYS AT ANY TIME I HEREBY CERTIFY THAT I HAVE APPLICATION AND KNOW THE SAME PROVISIONS OF LAWS GOVERNING COMPLETED WITHIN WHETHER GRANTING OF A PERMIT DOES NOT TO VIOLATE OR CANCEL THE PROVISIONS LOCAL LAW REGULATING CONSTRUCTION OF CON • CTION. G0 IR REQUIRED VOID IF WORK OR WITHIN 180 DAYS, OR ABANDONED AFTER WORK IS READ AND TO BE TRUE AND THIS TYPE OF WORK SPECIFIED HEREIN PRESUME TO OF ANY OR THE .„...„......„,f__ , AND MUST BE CONSTRUCTION OR, IF FOR A COMMENCED. EXAMINED THIS CORRECT. ALL WILL BE OR NOT. THE GIVE AUTHORITY OTHER STATE OR PERFORMANCE Plan Check Fee: ‘014) 03A Permit Fee: 7/ 4 35. Total Fee: Dated Permit Issued: 1 = A _ ] �+ 73_ 229 ' 7J �2 t5 ry '.? OCC Group: Const. Typee::: r �j Zoning: Setbacks: Manu. Home: ISDS No. & Fee: /a771 icau,i(Zj. �ig'►[te ge3,47pie 1,,,,7 OWNER DATE t 7: DE .' .- LNG. AppROV !DATE APPROVAL! DEPT. DATE AGREEMENT 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 SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND 'LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIDED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE 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 THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NO C NSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE ONSIDILITY FOR THESE ITEM` AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUIL R, D OWNER. COMMENTS ARI INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.O03 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): �P. 904 -,8 g-4-675. FEE ESTIMI4TE FINISHED LIVING SPACE: f J. j _ UNFINISHED BASEMENT: CRAWL SPACE: X 9.00 GARAGE: ()(1)0 X 18.00 = UNCOVERED PATIO/DECK: COVERED PATIO/DECK: — X74.65 X41.O0- MISC. MISC. x�iz.00 = X24.O0= TOTAL VALUATION: / 7d, /6 7: 'c)\ -06 7 v),A\ PLAN REVIEW FE 9nci,(-3?) a (4 PERMIT FEE: �c 3 / /(3.3---2 TOTAL: cf� 95: 2 MANUFACTURED HOME SET UP FEE: SEPTIC — PERMIT: PERIL: SU442.4it 114510x 3104. 4- Zi - 05 Tags IS ?`,5 S.03ostl, Dave Mead From: Tim Young [webadmin@riflefiredept.orgj Sent: Tuesday, April 11, 2006 7:20 AM To: Dave Mead Subject: Native Springs Lot #1 Native Springs Lot #1 has passed all fire protection system inspections. Tim Young Rifle Fire Protection District Fire Suppression System Inspector #05-499 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. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to`be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be 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 the envelope. Yes L 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section'§:05 03•in he„Gar elcl;County Zoning Resolution if the property you are applying for a building permit on is=°lbeated'otl'a`corner lot. -Special setb acks. do)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. wetly !on subject property and ad} ' nut . ties), streams or water courses? Yes 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steelin accordance with the IRC or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the cle9r aces required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind lo S? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes v 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafterspr joists or trusses? Yes 1/ 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at raid span between the ridge and the eave down to existing (undistu ed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado 13_ ha eII certifications or phase II EPA certification? Yes No X% 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes. No 15. Does the plan include a window schedule or other verification that egresslrescue windows; fr`orn sleeping oom ndlftbaseinents comply with the requirements of the IRC? Yes t % No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventila ' n for all habitable rooms? Yes No 17. 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'Waiking surfa e; sliding glass doors; fixed glasspanels; shower doors and tub enclosures and specify s ety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 7C 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subd' ision process, are building plans in compliance with all plat notes and/or covenants? Yes No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, -.prior to submitting an application fora building permit? The building permit application will not be accepted witho t it. Yes t No 21. Will this be the my residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) compl to sets of construction drawings been submitted with the application? Yes ► 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes No 4 24. Have you designed or had this plan designed while considering building and other construction coder irements? Yes i No 25. ' Do your plans comply with all zoning rules and regulations in the County related to your properties zone distric Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the G rfield County Building Department? Yes • No 27. Do you understand that approval for design and/or construction changes are required prior to the application ofhese changes? Yes T/ No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit Yes No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 inspection fee? Yes No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes I No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes No 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a r' .. _ y. „; a st n u ge Department m statime is g of necessary? You can contact the Road & Bridge Der f`tmentat at 62$601. 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 time of ap cable inspection. Yes r No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of mg permit pplica aon. our attention in this is appreciated. Yes No 36. Do you know that the local fire distri t may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. A- r Sa.<o.. r e-- -0 S Signature of Owner Date Phone: 3 ,� c/ 3/ 7 Y (days); 3 77- 7 3/ 1?" (evenings) GI:1a f" 5 esti 16'r\ C Project Name: Project Address: 00,A-1 ti -C S - S J Notes: If you have answered "No" on any of the questions, you may be required to provide this 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 the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminregOct2004 cckla, U 1 �•`�� 6 PLAN REVIEW CHECKLIST Applicant 54 -c -A-'1,4--& "Building Engineered Foundation Driveway Permit eyed Site Plan 3. t" Sgawie -eptic Permit and Setbacks ice,. '7.-Grade/Topography 30% -' Attach Residential Plan Review List Minimum Application Questionnaire `- Subdivision Plat Notes WA, Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker ttach onditions Appl cation Signed Pla Reviewer To Sign Application arcel/Schedule No. 440# Snowload Letter- Manf. Hms. GENERAL NOTES: Date Planning/Zoning roperty Line Setbacks tf 30ft Stream Setbacks __'_, Flood Plain wilding Height L Zoning Sign -off /Road Impact Fees HOA/DRC Approval -'Grade/Topography 40% _4/ATanning Issues '7 -Subdivision Plat Notes \?:J 9 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name System Location 0-44 o oZ 1 4.1442476resent Address El Ce53 � 6-f2) 4_49-704, Pini CO Legal Description of Assessor's Parcel No 2) 7 / -.' l //- OZ !O0! SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Required Absorption Area - See Attached Special Setback Requirements: Permit 410 7 Assessor's Parcel No. This does not constitute a building or use permit. Phone 379- 30,1 Number of Bedrooms (or other} Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer 01� Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area �� (.� , ' I�r, .4_ k Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector w;(44 rl-d) RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT FROM FAX N.: Aug. 04 2005 11: 2-7A11 P1 NATIN'E SPRINGS suttpivisioN ONVIZE iLL iA )...uT fat:ttti fr rative Springs' ilopeNy plaik •"41w ale home to he coromkr..44d on Let 1 by Solazar *we bett AY-RW.1E1D. gtrthuh) Dec EXISTING MINOR TOPOGRAPHY EXISTING MAJOR TOPOGRAPHY PROPOSED MINOR TOPOGRAPHY PROPOSED MAJOR TOPOGRAPHY PROPOSED GRAVEL DRIVEWAY PROPOSED DRIVEWAY CENTERLINE PROPOSED EDGE OF DRIVEWAY PROPOSED CULVERT BUILDING ENVELOPE PROPERTY BOUNDARY H.P. GEOTECH PERCOLATION TEST LOCATION H.P. GEOTECH PROFILE PIT LOCATION o1 NATURAL BACKFILL 12" MIN, COVER 72" MAX. COVER LTL SECTIONS 2 &1t, TOWNSHrP 6 S,RANGE 93 W, 6TH P.M. VICINITY MAP S P I rJ 5 SCALE: r m. 2000' 5C.A371 ,� vi No CILLA A Assessor's Parcel Nos21 77-, 1 t t-` ' 001 Date "I "ate 1C-1+ 1 rtni BUILDING PERMIT CARD Job Address 002, t _ _ „A1 l _ Owner .E a) w - • c, 1 -Ti Setr cks: � . 1 s:J Foos Test Footing lfl— /1 - Foundation /(D-c2c S w r C z r�UJ 11 Front Rea'F Contractors Grout Underground Plumbing t(-5-f:45-41^,- Rough (- - S4vt.Rough Plumbing /2- -?'DSAgvv- Framing J -2.1 -Pt- / 1 Insulation o2 -9-off, /Qv_ Roofing Drywall 1-k-`-� Gas Piping /2 -7 -t5/014. -- Addres Address t• 11, `. • ho a #3 IL+ RH INSPECTIONS UH one #'319-9161.0 Zoning Weatherproofing Mechanical Electrical Rough (State) /2-11/-05- �) Electri al Fin I (State) q-25.2),6 C Ao Final -]Checklist Com leted? Certificate Occup9.nc0 5079P Date `/ 50461 Septic System # t=1 I Date ' .ak-e3s Final L4b Other NOTES (continue on back) I INSPECTION WILL NOT BE MADE UNLES:; THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PER 41 GARFILD COUNTY, COLORADO Date Issued... ' 2i 1Doned Area Permit No , 441/ 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 structre for which this permit is granted, and further agrees that if the above said regulations are ii6t 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 IMMED • TELY BECOME NU' ..L AND VOID. Use 5 Address o egal Description 44#4114 for Setbacks Front :52cFe Side Rear This Card M1y,1t Be Posted So It is Plainly Visible From The Street Tr, 1 Final Inspection . rii5?ni' INSPECTION REI Footing OLS Foundation i-• a .-.r'`5---- y& U derground Plumbing j j - 3- D pritt_• Rough Plumbing Chimney & Vent �� p ( 0-y Gas Piping 1 a -'7 --p Driveway Electric Rough (By State Inspector)/ Framing /-21-0/7 (To include Roof in place and Windows and Doors installed). Insulation a- 7-i76, Drywall A- 1 -3 -co C=, \ -- Electric Final (by State I ispector) Final t..5-06, Septic Final s Notes: Az/ --e6_7: 9 c9 �-� 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 Call 384-5003 108 8th Street Glenwood Springs, Colorado HLr,— i 2'j 5 15:24 H—P G E:Tr E C H Gtech ?�::' WOPT! . - P.AWLAK G17:3TECHNJCAl." . It }\ 2-.. '005 C=ai it]:-; Sanclte; Jill' 'N L 59' SU -XI Rifle, Colorado 81610 iC)lz '.v1.105 598 lJt�;C C: SilbsoiI Study for foundation De.gigl), Pi prised ; , :\.Lillll Springs Subdivision, Native Spr'illz.> Rc)%dy Garlick! CCitl'ity. r t11orado. Dear \4r. Sanchez: As n.:w;uestcd, Hepworth-Pawiak Geo( chuic11, Inc. nerfo:-n]E',..' n Ali ]5(sll stud' i;)C desiim of i(rerlidation at the 4' ibl ec1 sitc, The stud' , as coiiduci,e 1 in aceori. ee L,';: h oui• agreJ1r1cn: f(.1€' geotechnical e1 !ineer'ing se: -vices to you dined .11€1 v 5. 2005. i ii(v data oht=n?;ed and our recommendations hast( on the proposed construction and `;t:.'7st:; lace ccildiliCCns encountered are 11Iese:ltcd`in t its 1'e4):irt, Iie'p voIth-PuMari pret-ic)usly conducted a pi•eiimi . ry c,cot:eel-mica' study iu: cic:veil>pntent of nit: tr.,ubcii vision azul presented our findings in a report dated liniiwry 16. )ti i . iol: k;.,. 100 460 Proposed CanstrtIetiot1: The proposed resider!uo will be a S).; 1c: story w otl''i me strLuc..anD ;vilh an attached garage occte'd on the site as sbown on Figure 1" s._r;[';Intl ilcor is ii'k,uoscd to be s]ah-on- ra;1c. Cut 1epllts arc expected to be 'bow. 3 lee!- 1'ou dation 101,(11 -1.2,s for this Type of construction are assumed to be rel a11vc.. y Jigllt and rvr ;~al of the pr'.r7clsed type of c()llstriwtion. hirldil)a x'indittons or foundation loadings tiro S►:2t11iiC91;t1 ' (llli':zrei h from '} wso (1e (. rll)ed aho','e, we should be notified to re-evaluate lc rewIltll1CR[b(:iD!t. ;'�i('*CittCd Ill this report. , p Site Conditions; The site was vacant at tic time.ra of our Liel:l x.E31oi .lt€olt, i 1i,', pound SU;:r :e in the building are is r'ehitivc"ly flat with a sligl'.t slop;~ down to Ow so1,l1! Thole' is Ei]i1iJr 1 to l` fed. of eleYatlon difference across the Cousims of ii!.':SS alkf weeds. Subsurface Conditions: The subsoriitcc conditions llt t11 itc \very, evaluaLod by observing two exploratory pits at the aPproxin)ate locat',()ii.s shown on flame .1 '1'he pits had been e:cavated prior to OW' aren't"! oil -Site, The logs of t1it +,i1 .r€( 1)!'C4t.•1'ta_cl Clit. F i,:nrc 2, The subsi)iis encountered, below about V2, to i foot :li si.li(1\' to sandy clay and silt with silty sand 111 ors to the pi devils 017'1/2 to 1�C S:!itti of swell -consolidation test:1,g peric)rmed on tr'iative_y undisturbed `o riplcs• oldie 1-clrl'.i:: Jc)_ � 1,7.119 • Cc:1orado Springs 719-633-5562 MULI—U—ZUM25 GEOT,'7C,-; P.03.10 eia and ps esertted 011 Figures 3 and 4. indie.aie 'Iwo' compressibility undo,. sp.)] ancl light ioaCing Lind a minor et.Illapsc nitini under eors...int load) when vetted, Ile samples showed moderate to hq.di upon inci.easedi3adflg afler \vetting. The laboratory testi is sun-nil:Hi/A:Al 1. No tree v.Ltit or was observed 111 the pits al the time of' eNCLivatioll mid the soils; slightly. ist. A boring drilled on the lot as pat of the preliminary. si.udy endotin; similarsoiL.s to the chilled depth of 21 feet, Groundwater wi.a,; cneountere.11 a depth of 10 fttet in August 2000. Foundation Reconimelidations: Considering the F,ubsoil conditions enco tint c..1\2:.'1 ho expiorak,Ty Ants z.uicl the' natine of the proposed o.,otistruction, we reconimi.7.1;c1 fectins ph -lad on tilt...undisturbed natural soil desiiineti for an sofl beari;-.t. pressure ot 1,200 psf for support f the proposed residence. The soils t cnd o col tr.Nevi alter wetriitiz under load and there could be post -construction foundation sot tionient tite erder ibout 1 inch, depending on the loading and wetting conditions,co shoald 'ne a nitninuan width of 1 inches for conhutiorts \valis and 2 lezt inr Loose ar clisf tubed soils encountered at the tbandation hearing 'e ihinthe excavation should be removed at id the footing bearing level extentieci down 'i th.t! undisturbed natural soils. The es? yosed subgrad should be moitened and coniri.w7e.,:: prior to ;.1..irining footings and placing concrete, Dactrior footin4s should he provided with adequate ,2.over above their bearing elevations ihr frost protection, Placement of at least iift inches below the exterior aride is typically used in this area. Contintiot!s fIrundatiiiii wills should be reinforced top and bottom to span local anon sutZ:7as iv arl unsupported length of at least 12 feet. Foundation -walls atAing as r%L;itisiv RtrigItilLe.'; S11(1111(.1 In designed to resist a lateral earth pressune. based on an equiver!ei-.! fluid unit weight isilat least 50 poi' for the on-site soil as baeldill. Floor Slobs: The natural on-site sods, exclusive of topsoil, are 8uittible u suppon ltv loaded s;:ab-on-grade construction, The tine -grained soils euouncred M the 3iI.0 1Yd10001111INSMre Whilth COUld resl,ilt in slab settlement and distress ii'the bcarivg became wetted. iu reduce the effects of sono differential movement. floor slab, .dtould be seNtrawd from all bearing walls and columns with expansion joints kdrncli a UrirestEdied VerLiCallOOVN11Cilt_ Floor slab control join should he used 1:0 dama.v.o due to shrinlcaqe cracking The requirements tbr joint and slab reinforuelient should be estabdshed by the designer: based on eA.prience and tile it ;;crided s1a.1) minimum 4 inch layer of sand and gravel, such as rx.d base, should phiccd beneat:i tpLerior slabs -on -grade for sub&-ade support. This InatCrial Silou Idconsi!,of minus auregate with Is than 50% passing the No. 4 seve and less ;ban passin II)C NO. 200 sieve. h H -F' ... (1'1,:17-10 .A 1 1Una::..Tivis for support of iir.)w slabs hoiud he compw.iud Diay,imunl sl.andard 111-..)C1-01deiSity rnor,:ture content -neat pt1n um, H...)(11..nto_d odn ocynsisi !.JL on-site soils 1,1‘.:..voicl 01' vegetaiina, a"psoil [Irk; ::ALerf-i-ZedIOck Surfaec, Drainage: The foliowing dr:tit-Jaye pre;.:4tutions should he observed construci.lon and maintained at all times utter the residence has been compiod: hutntiation of the foundation excavations and tinders:al, aroas avoided cluriug co:is.avetion Extesior hackfi 1 stionki e actinsted roEmu- optinnirn moisture anci emipacted lo a icast o(ti e s,taricitycl Proi- 1nr.i payemer.t and slab areas and to at least 9u of the lita%ititurn s.;tinicrd Proctor density in landscane ; The L?nrund urkiee..gUri-01.111(iiilg the exterior of the build 7:y S11(1....11 h siopod to drain away f-orri the fOunclat.ion :11 al; directions. We rcteolurneiid a minimum ;dope. of CI inches in the first 10 fee in ti),%cd areas and a inmurn siope of 3 inches in tlic. first It; feet in parcel t:!rd walkway areas. Roof dowmpouts and drains F110111(1 gehalTe 'A en hcymid t1 in' 01. all baekf111. ) 1ir1ion sprinkler heads and landscaping which requires rettulay 11c..1v-v irriqation, ,,uelt as sod, should be iie,itted at Ic.aA5 feel from itwo(lHon walh5. Lignitatiostsq. Thi: study has been conducted in accordance LICCC:1):( geoteei u tical en ilinecring priticiple5 aid practices in this artla nt this time, We warrant:, either express or implied. The conc:usiom land I'eO ilT nca1ion ncl this report are baied upon the data obtained from the exploratc.)ty pits exctivaced at the locatior,i, indicated on Figure. 1 and to the depth shown on Fitiu:e 2. the prepei:, 1-2,Te of constnacnon, and our eNricrience in the area. Our services do not include del the presence, prevention OT possibility of mold or other bicilq,ictl deveiopi in the futurc, Tithe ciicnt is concerned about Ni/1.0BC, ',lien it proCesi,iiiiii it this sp-tai fic:id of praeti t:e should be consulted. Our findings include intert.mlai n and extrapolation of the subsurface conditions identified :u t.he eNporaci-.)n..,pi nd %. !.1aticus in the st!bsurface, conditions may not 'aecome evident until cxeLcvation conditioiis encountered Ciuti1L.7, 00114a:dim axiom- ciiiicff.'rit from tiroe !his repoft, we should he notified at once so re-zvatuation of lite recon-nriondaticms rri:eFc - made. This ronort has been prepared tir)ite eclusivdll5t! by our chi:mit fir ciesiilti purposes. Vc are. no; !:2...spon!5ibie for tc.chni.ea1 inteipre:ationsbv thers o our in ronnal proje:.:1 evoiveH, we sly:mid ptovide continued consultation. :,flid dtri onsti,-,ki to Atview and. monitor the implementation nour reeollirtienclatioi, 10 Htr, muu—u—ztg672, H—P GEOTECH verify that .rceorninoricknions have -been approptiatei i!tit-:rpreicd. Lant changes tct:juire additional atialy;i: or mod ificatintri L.) the reoi.-mtni...7.1-1(bition prnte:i herein. We r.2,CODITTICild Oil-SiEC: IDSe'..k-rail):1of7:Xcant i()11 cmd f0t1;14In't ening`'•iW and testing, 01 tructural lilt by a represciitatiN.e 1.11:. engineer. If you. hav,_: icily quemions or i r lye may be of larther assIslanc..e. plotii: Ici tis 1. nov. Respectill y SUbrnitte.d, HEPWORTH - PAWLAK. CiEOTECi 1' A... ENC. .... i It% —700 REGin %,. ........... Of 44 i 1.. 1 d* 1 9 7 0 7 '.i3. 1 i d / • Revie.v...c' t)y: 141 4 II 61: 141* eL.... .....0. ktity, ---- ii, Jordy Z. damson,. Jr., 1',E Steven Pawlak, JZN,rdjb atraehnicni3 Figure 1 — Location of Exploratory- Pits Figure 2 — Logs of Exploratory Pits Figures 3 and 4 — Swell -Consolidation Test Results Table 1 — .S11111111ary or Laboratory ',Fest Results cc: Wz:s1:11., Attn: Stove Koski. icri AUG -02-2005 15:28 H --P GEOTFC 1 P.09/10 '1 1 Dry ❑en&ty CIF f Sample of: S,noy Silty Clay From: PTI 2 at .3 rc.et 0 0 tl i •"H" 0.1 05 59 1.0 0 APPLIED PRESSURE - k - HEPWORTH--PAWLAK G'EOT CRNICAL, 100 SWELL--CONSOLIDATLON 7 -EST RESULTS Figure ALJG-02-2005 15:27 14' Compression 0 2 3 4 6 7 8 0 4 H—P GEOTPCH wffral.-.., flTh....... 7 ,.--ll 0.1 1.0 0.1 105 598 ••=1.111•1.1•04.i. APPLIED Moisture Conte nL 9.9 prert Dry Density =z Synpie c.nd Cy Froen.Pit 10,4: 2 FevL. Compression upon — weitin; ••••••*- 10 PRESSURE - Mvsture Content 9.3 :,ereent Ory Density 109 pcf . From:Pit 1 at 4 Feet Sample of:Vary Sam:ly Silt TN M I N 11 11111 100 Compression upon wetting 1,0 10 APPLIED PRESSURE — kof HEPWORTH—PAWLAK GEO TECH N1 CAL, INC. 4.4 HH I Li SWELL—CONSOLIDATION TEST 1RFSULTS 100 Foure .3 AUG -02-2005 15:27 H -•P GEOTECH P. a7rio FT 1 t) 10 LrcENt): WCx S. 4 DD•1 D5 W0=93 W1=100 -40-53 PIT 2 7; Nc=173 Da=9518 -2C0=79 TOPSOIL; randy silty clay, organi::s, firm, moist, brown. 10 CLAY AND SILT (CL -ML); slightly sandy to sandy. silty selrle iayere. stratified, $t'f` and 4sight'y moist ;:❑ rned:un stiff and very moist with depth. soft anc: wet belo,v 7 feet ir; f'it 2. brown slightly perces and calcareous. 2" Diomete- hared driven llner snmple. NOTES_ ?, Fxplor0tory p .r. were obeerved on July 6, 2005. The pits had been exvavatec prior _ti our ❑rr'Ivoi on &to, 2. Locations of exploratory pits were rneasured app^axirnatey by pacing from features s,`1own or the site plan. provided. 3 Etevotions of cxl,:lorat4ry pits were not rrivasured and the jogs of exploratory pits ort! drown to depth. 4 The exploratory pit locations should be considered accurate only 0 Lhe degree irnplir.ic by the method used. 5, The lines between mcte:lais shown on the exploratory pit legs represent the opprox;ln,-;;e• baundcries between materia; types and transitions may be gradual. 6 No free water was encountered in the pits et the time of excavating, Hectuation in waiter level may occur with time. 7. Laboratory Tasting Results: WC Water Content ( % ) OD = Dry Density ( pcf ) -200 - Percent passing No. 200 sieve HEPWORTH--PAWLAK EGGS OF EKi'L0 ATC; Y P11 GEOTECHNiCAL., INC. RU3-a2-200 15:26 APPROXIMATF OALE 1= H -P GEOTEC-1 NATIVE SPRINGS ROAD r PIT 2 • avA PROPOSED RESIDENCE LOT 1 U PIT BUILDING ENVELOPE L _ _ 2 P. 05/10 105 598 NEPWORTH—PAWLAK GEOTECHNICAL, INC_ LOCATION OF EXPLORATORY PIT Figure 1 '3T'd 1U1O1 HEPWOf? H-PAIIN K GEOTECHNICAL, INC.. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS .]o1-3 Nj. f f?'r 5W3 . I.F.P1-11 On ,' (pd.) i 1 9.9 9.3 1(i5 109 17.7 1{fig GRA 7ATFON F r II PEP CF'NF :: -.1 r .55:"d•- I :Sid 1 Pl-._;T1. Z.IFVE (%) i";] I 1.7F;. .7TERoFF.0 :MD's 1 .1. INC 1.}1•11:7.. n i I I • 1 Yani.I+,.. Sift and Clay Si!l4{jy tai llci'•.' Ei:.% U7'Z1'Uu U7:40 CY97O 9.4 JD:13 TRUSFAB INC. TRUSFAB INC. 6181 County Road 335 New Castle, CO 81647 Phone: (970) 984--2336 Fax: (970) 984--3533 FAX COVER SHEE T DATE : 7/2-7./oS'� TO: FROM : SUBJECT : 3"®,g ` 3S '9 sAi Az amide iee_e'. c.,141.4"„ _S //clye' z APPROXI iTE _P$QUCTJ QN DATE : •� /moo- PAGES TO FOLLOW : **SHOP DRAWING APPROVAL GUIDELINES** PLEASE HAVE YOUR CUSTOMER CLOSELY REVIEW SPANS, PITCHES, LOADING, AND QUANTITIES. IF THE INFORMATION IS AS REQUIRED, PLEASE HAVE YOUR CUSTOMER SIGN ON EACH DRA NG AND FAX OR MAIL THEM TO US. IF THE DRAWINGS HAVE CHANGES, PLEASE MAJCE THE CHANGES ON EACH SPECIFIC DRAWING AND FAX OR MAIL THEM TO US. ALSO PLEASE HAVE YOUR CUSTOMER FILL OUT THE ATTACHED "JOS SITE LOCATION SKETCH" SHEET FOR DELIVERY PURPOSES. Zoo 60-0-0 - in C). CI,Cl. C.", C'.1 Cr) ..././ V) ' 11 I (3 01 0 ri 0 1 00 , 0 0 C 0 0 0 00! 0 1 CJ L-.4 CN1 0 (.) . Ci c) 1 c.) U4 C'q /i : , T- I 0 0 0 r /: / If : I i I 1/1 i 1 ii 1 1--- --1 -ii li - I-- r -H -- - -4- - , 1 4 .. 4 ' 11 111g r 1 11. i 1 11 I7! 1. 9 1 Li -- j . L _iL ' ' -. t -. !I _-i----L. -F. •j „. 1;1 1 9i • Zi! 9I 2 ,. . 1 B1 1 1 1 _ -- __ --/•,:-._-• --,.,.--._. - —_ _ • LI ; i !II r , i 1 1 IT ..,1--- — —(---- ---- --II- ' B1 \ • : i 1 ' !I 1 if / • ,. 1 i 1 1 J Il !, i I 1 /i 11)/11 Ell •, 1 ,..1,______h_._ i_ _ . _ 11 i i it A II cce'l --- — - --- 1 ,./ • El --1-T g •1; -- 1 'Tli ' - 1 1 i ! .! 7, r .. , 1 ,. Al \ • • II I /--1 \II: 41.,.•••••ii, - I -1. I_._...!'t ._1 I i 1 - - - - f • - - –'' -' --.1 -'—' - Al • \\.i I . ! 0 —f -----. -r3 _-_—_.—•• —..:— ! , ; CV .71. ,-i !-_..;,:!_ --__ __—__.---1--- ----,-• : 1 /''-`I 1 I-7/ i-._. - _. ---------• -,,,•-_---- - — -..- - —,J.i.._i 9 : /1 I B .' 1 1 A 1 'i ! '•' A _t_ 1 i ! _ _ _.4 i li i 1 1 j , -=--_L_-•-=--,_—_,--i_z_---z--:_z_!-_, i _, T-- 471- -1' i i id• • A-GAg___ ____ _...1 . __ _ . ..00 1 • ...--- -!-----=__,...,_----47_-•: --- •..--7"-7 ',/ '. • i._ __ _ •, 8 -GA -6 24-11-0 18-0-0 17-1-0 _ _ _ _ . _ 60-0-D I - --- -1 1 '1-4:iy•zi,-5,3,,c_ _ _1 I Is:. TIc4(fligL/1.r,./1,,1-1014F! ps.is! FAX !Tsai - ! ion Date 7122/20.,25 U'r'ZZUr) (17: 2 0)970 994 3533 M5 (i8 f C-0AF3 �1FLSFh„11y�„Ke.vCecte,Co &161' lea;= , DROTqg P GA3. (2X6) 19-11 •0 1S-11-0 70012 5x0 J,�ri 1 H' -f 5'11 S"7 p,I STO 1TUSFAL INC. `x6 K 51`3 TUN P. 2 013 1 y._....._.1—. .3bRewence opr.:ura1 2DJ5�p 232005 N!Ii lk?ruusies.Lc FnJJI220''S2'3U1)J 0 ra0e1 L ;;T 13 5 , s'3 51 STI; C3 AP XYZ" -:C==L - _..7C.Y , s. 3x6 := c 5 9-1-2 AL AK AJ AI Ah P 39-10-C 19-11-0 S Scale = 1:70.9' - SIII\ fjl �* •� L -xiWZTi YY1 �z AG AF AE AD AC A7 AA Z / X W V 3x4 'dx6=- 3x5-_ 39-10-0 39.10.0 Plate Offsets (XY) ;li:3-3-0.0.2-a],i"l:? 3-0 0-3-4' jAt3'0-_5_0 0 ;-3i[AF:n-3J0 0a301 LOADING{psf) 1 SPACING 4-0-0 j CV 1 DFL TALL 40 0 Fletds ncrease 1 00 I TC 0.56 Ven(LL; 1 IRcnr Sr,a:v-40A I TCD.. 10.17 Lu'nter irl.aedye 100 3:: 0.35 Vat (TL) 1 BOLL OO.G Rep Stress Inc/ NO 1'4!30.80 Hoc:4TL' LBCD1 10_G Code IRC200C A 99 A5 LUMBER TOP CHORD 2 X 4 SPF 2100F 1.8E 1 HOT CHORD 2X4SPF 21001'1.13E OTHERS 2 X 4 NM1Stud -Except' ST921(43PF2100F 1.0E,ST82X4SPF 2100F1.8E 5T72X4SPF 2105F 1.65. ST8 2 X 4 SPF 210C9 1.3E Sr, 2 X 4 SPF 216CF I .8E REACTIONS FORCES (lb) TOP CHOiD 30T CHORD '.49_84 0 I. (la:„ 1'defr Mil 1.11 n;a - n;o 0 02 1) 1;a Lid ..._ I - PLATES GRIP 999 MT20 169/' 22 999 hie (Matrix; VVe )tit. 203 It i. BRACINd TOP CHORD BOT CHORD WEBS JO NTS s-0.0 cc puriira (6-0-0 max.; (Switched from shoaled :,pacing ? 2-0-0), Rigid ceif4lg dlreeliy applied or 10-9.0 oc laming 1 Row at rridpt K•AC, J•A0, I•r F, (-3, I_ -AC, hi`-Fli, 0 -AA 1 Nfaco at .5(5): K (1b/size) A=382 38•',0.0, AD..426/39-10.0, A`_=467.29-10 0_ AF=493139.10-0, AG -473x39 -10 -fl; JkH=436'34-10-0 AI -472139-1O.0, AJ=51689-1C-0, AK -325/39-1C-4 ALL878134..10.0, AC=467x39.19-0, aL=49a13J.1t -0, AA=47 /2:3-.10-0, Z=486/39-10.0, Y=472/39.10.0,X=5'5+39.10.7 1r =325f3.y10.0, L'=879;39-11;•0, IJ=3s2f39-i0-b )3ax HcrzA='1£(load case F; Max UFIiftA=•147(load case 5). AE.-72(foae case I), AF=•70(byd case b), AG--C5Qcad case 6), Att.-710ead case 61, AI=-66(load cane 5), AJ= 7;,(uad .ase 61, Afi=-46.:Icad case 6), A0. -124(113E26 ossa S), AC--50(1oed case 5) AB=-83(load case 5), AA--54(Icad case 6;, 2=-711*ad case 5 , Y=-66(Ioad case 5), 3 =-73(lcad case 5), Y11.= -46(k 1cosse 5), V=-126(ced case 55), U=•3;Ioac case 6) Mex Gra7A=537(load case 2', AD=430(bad case 1), Ac-102(cad case 2), AF4729(load case 2) AG=681 goad case 2). AH=703Qoad case 2), AI=882(Inae Casa 2), P, +=743(Ic d ca53 2), AK=470(bsd (.33s9 2.), AL=126S(ie•J wsz 2), AC=702(load case i' , A5=720(10ad case 3). Wee r 0ua3 casae 3) Z=703(Ipad case 3), '(=682(ioad case 3,, X=74;(load case 3), IA+=470Qoud case 3;, V=120C(Icad case 3). U.537(laad case 3) Max,n,ur1 Coxacrossior/MaximLrr, Tension A-3--031.449, B-0=-506;418, C -D 4441416, D-E=-36714CO3 =-F=.292596, F-17.=-21613✓`(, H=•`env:55, H-1=-^79!377, 1-J=-2203371, J -k--2091344, K -L=-2091325. L -M=-203/232, Iv1-Na-1791224, N•Cr-213,r2J3, 0-P..209/170, p -Q=•204:114 4-R=207.'11E, R -S=-193'130, S -T=-2651191, T -U■ -:i44±244 A -AL= -131:2.42. AK -AL= -"31/342, AJ -AY,= -1311342, AI-A,1=•t31;342,AH-AI=-131.342, A4: -A11=-131/342, AF -.>3 --0v31.2, r',F-AF=-130342. AU.P.E=-130!342. AC•A0= 130/342, AB -A2= -13C0342, AA -AB= -133:34J Z-A4—12.O24(, Y-2--133/343 X -Y= -130/2x40, W-1(...130'340, V -11V=-130 34U, J -V=-1334340 K -AD= -254.0, J -AC -•6251111, I -AF 639/115, c :AG 901106, F -AH= -6221151, E -Ai= -607;105. C-AK=440'02, B -At --1011:171, L-ACY-425'e9, 1',l-ABm-039'123, G•AAe-538;',05- P -:L=-522/1' 1. Q -Y=-607110$, R -X=-641!114, S- ''-459)87, T -V=-101",!171 NOTES 1; Wino; ASCE 1.02; 90rnph; i .25ft;'CDL=S.)pdd DCDL' 5.02of' Category 11; Esp C; orcicsod. 1AU4FR$ gable eon./ Zone; canlllevet lad and rig: I exposed) ; end vertical lett and righ! exposed; LLmher DOL=1,33 slate grip DOL=1.33. 2) Tr5ss designed for' wind Toads in 11"o plane of the 1nJSS city. For studs /loosed to %•rind (rnrrna 11 Ehe '�acet, see MITei; "Standhr4 Goble End Data` 3) 1CLL. ASCE 7-48; Pf=40.0 pat (;tat roof si '), Exp C: Furry Exp. '- Unbalalced snow )nada have hear+ conside-ed fnr Mrs desigr. Thi; truss has beer designed f ,r a 10 C psf botturn th>.n c live ivau nn l.runavrrenl v,i4h cry' other ifvo loads. 5; All 0ITes ere 1.5x4 MT2o unless alheveise Indicated. 3orf 'Jfrato�iliistfo.117nanucxts balsam cf'wd bearir.9. — -- - 07'22;'05 07;51 '8'970 9B4 3533 '1Ti['SFA13 INC. dub --u�- TTT:ass 7Tri,s:.Typs 3509 C3 iSTUDI COMMON 1012 i:•;ry. ;ply, 12 1 1C Jeb Reference(irians0L _ 6200cApr 232335,i1'FF{;.ndestrati r, :10 37 -J:715 Pa --''7 �`i2L5FA�..t.C,,N;a•Cest'a,Ga 3647 -----._.... ] 4 L 6-9-1 13-46 19_1-` 25-9-p I -4-J E-9.13 6.6-10 6.640 5.10-0 5x6 — 1'7 MI ZUJ rff F M . - 3xo" 4x0 2x4 -- // CL i ,; // 600— K J 9-1-2 3x4 - 3%4 10.1.2 1 19.71-0 I0-1-2 g 6 14 Plate OffsetsX,Y):119:0-0-220.0-B1, IG.EdB -111_ LOADING (psf) TCLL 400 (RooSnow-40.0) TCDL 16.0 BCLL 0.0 BCDL 10.0 • /7 /7 44 - 25-9-7 5-10-0 5x6 G !i 9-1-2 3x4 Sale - 1:670: a, w SPACING 2-0-0CS; DEFL In (cc) tided LJ PLATE GRIP Plates Incrsase 1.00 TO 0.46 Vert(LL) -0.12 I -K -999 240 61T20 169!123 Lumber Increase 100 j HC 0.57 Vert(fL) .0.26 l -K -399 F80 Rep Stress Ino- YES '/41~ 0.70 HorzCIL) 0.05 H n/a nl Coda ,RC2000/ANSIU5 I !R4{trixj Weight 1481h LUMEN BRACING TOP CHORD 2 X 6 SAI' 1650E 1,5E TOP GHORD `iitathed cr 1.4.1 tA: purlins, except e9d ver+ifZdw, EOT CHORD 2 X 4 5PF 2100E 1.8E @OT CHORD Rigid ceiling d,rooth/ applied or 10-0-0 oc bloc r..g WEBS 2 X 4 SPF 2100F 1.8E 'Except' vyf±13S 1 Row u1 olidpt E -I, F -I, 0-H • W52X4VW,/Stud REACTIONS (IbislEs) 6=16560.5.8. H4i5-.7/0-5-e Max Hdr26.525(load case 6) Max Up84B=-77(Ioad cast E), 1-1=-51(load case 6) Max GmB.2514(foed sage 2) H=1591(load case 2; FORCES (Id) Maximum Compre: ,fon+Maximu_i1 Termini, i 1CP L HORD A•B-0/100. B-C=-23a2i51, C -L=-2655/46, D -L--261,64, 7-E=-2199!32, E -t/,=-! 1515/114, M .7101'28, F.0=-85?,15, 75-H=-1552,54 BOT CHORD B -K.-393/2635, J -K--282)1737, I -Ji, -28211737, H -1--78h 02 WEBS C -K=•6511159, E -K"-261942, E -ice -1571/165, F-1.-1222264, G -I='58/1348 i NOTES 1) INFO ASCE 7-02; 9022 ph; 5=2511; %.CLK5.0p5': BCDL=0•0psf; Category II, Exp C; ea:dosed, l.).1`AFi;S QaLlo cud zur,c; ceidilel er ler: and rlpllt exposed ; end vertical la and rigid exposed; Lumbar DOLx+'1 33 plat& grip DOL=1.33. 2) TCLL: ASCE 738; Pt=40.0 psi. Mat roof slaw); Exp C; Fully Exp.; L= 45.0-0 , 3) Unbalanced anew Toads hay e been considered far this design. 4) This truss has been dasignad for greater of min root 1.ve load :4 17.0 psf cr 2 00 limas gal roof road o' tC 0 pmt an evarhangs non.concurrent with ether line !cads. 6) This Truss has been designed fors 10.0 pm bottom chord Erre Iced non.oncurrent W1f, any whet- ive bads. 0) Provide Tecnahi3ai CCnnectld1 (by others) of truss rd bearing ;)isle tapable o4 va6tstanding '7 ;b 4.81 el joilit t5 ai,d 51 Ib uplift at joint H. LOAD CASE(9) Standard 07/22:05 07.47 U970 ¶S4 35:33 TRUS) Ai; INC. + -- • • j id - -- - - r T1 0 I ! 3308 ICVAULTED i9 I 11 i _i. I.ai --- R. erecce Lcp.C1.2.) I r TFLEFA9.INg,Asn'Castte, vc. (1047 ------ t".200 sAp• 18 2CL5 Ni'ek'rdus-i dr•c F'i JJI22 .x752 34 2,-.T-1.2,-.T-1.F+�ye 1 �l i j .'1.-4-0 -6.1-0 $--'-i t 13.8-5 1 it -C -rt -c-1.119-' ? ! 7-0.12 1--._ -3543-8_ _r3g_1,0-6 11-42_6 1-4-0 ' - - .-..__ -�--..--...- - 1-40 6-1.0 4.3-11 4-3-11 4-3-11 1-11-0 7-5-1 7-5.12 z_3-8 t -e--o I `ca:e = 1 771•' L2J0its 2x4 - .0.B 7 o 0-x 4,c6 9-1-2 7.00 1 2 6x92 1; 2x4 ! H 5x6 c'/,. 4x'4 -/ 'r` fY_J Vl \\. '`.. ' WitJ iI t, .\ F 4xC S 0412.6 WIT IS 51.6 CO r"1-1 5-6-4 12-3-2 18-:)-0 5-6-4 5.8-14 5-3-14 4k.e.. 4x6 -> N 4(10 V 4x10 -, -�y 4x£ -_•-•• M 7x8 G4-2- 39-10-0 23-10-3 X9.1 -`, -t. - 3065_8--- 5- 0-3 5-1C1-3 5-10-3 C-2-12 4-C-12 Pie -c O'fsets (X,Y):-jB'-0.1-5,igej-j_I �0•4-D a.4 -S)_ pI1'0.5 O.G. 4.81, ['.x.4.5 -12,G-3-121 1 LOADING(psf) r SPAG"INC+ 2-0-0 CSi EFL in (;uc # /'Hell Uri ELATES -C Fr (' - - 1 TOLL 43.0 1 Plates Increase 1.00 TC 0.91 1 Vei1(LLj -7.54 R % 07. 22;-0:; 07:4.1 ^(]97'O 9.54 35:33 TR1TSi•.-1}3 a (110 ,,,,ijp - __... .... ..,Tris Tr�ss'S'ypM .civ .>lTi p ;3503 IC1 'STUB VAULT 2 1 r TRJSh'R5 N'_.. rlc -j t!e Cc. d'64/0 0 2CC s Apr 24 20i6141-ey Incuerr-e5 !IC Fri .-9;? i7.-2 35 2Jea 'Pa -r ,1.4-? 5-1-0 9-41 f 13.43-5 18.0-C 19-11-) 27-8-12 1-4-0 0.1-0 43.19 4.i-1 43-11 1-11-0 7-9-12 6x12 iT ?x4 - .- '� 5 7COET2 2x4'i hl Sx6!- G 4:48 `, \urz Ira Fr 71'4 I / r _` ii;4 ,\ INS %$I:‘'` =ti � -'' .1118 .F4 14 0 \` aX",G it ...4r:-."---.`\. (0 Bre Sy! 4X6 6x16 912 5.64 6-6-4 R P Oan2Hl7h1I6 - 4.30:13 5xii i 12-3-2 5-8-14 15-3-0 5-6.14 7.9.12 0-5-8 Pirie Cfcels A.'(l: rB 0-1-5 Etc.', I_A-4-O G-4-3. .1)Edge,0-2.12 0. 5-8,0;4-1 - I LIOATOLL01NG(ps1)430 $F'A lNG 2 0-0 I CS) t]EFL in (ioii) L'de° Liu PLR Tea GRIP Plates Ino.ease 1.00 rc C.90 I Verl(LL) -unci -P-R ^653 240 Mr20 1x3+123 DEM - (Root $'ww=4C.0} I BGS 180 i MT16 116127 I f uL 100 1 lumbar Ino,cese 1.00 EJC' 0.74 i ert(iL) 70 P Fi BCLL 7 0 ' Rep Sirass Incr YES I VvE J.76 Hci2(TL) 0.511 K ilia n' 6C ]L 11.11 1 r...6113!RC20L0'A'-1SIG5 (Mrrrix) ! L_ Weigett 2C5 JR r - j LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD She:rt}1ei or 2 c-15 o-; purlins, except end vertlealy. I EDT CI -ORD 2 X 6 SPF 2970E 1.81 80-C CHORD Rigid aging ng dErsctij appted :x 8-0-0 ac bracing. . 'AF_8S 2 X e VW Stur1'Except`t'VE85 1 ROI. at rn cipi F -O HN' -, i -L VV12X4SPF2100F1.650.22X4SPP 2100F1.8E 4%112.2 X 4 SFF 21 COF 1.8E.,411.6 2 X 4 SPF 2106P 1.SE 4,c8 'Ni3 J Ir 2 3611.3 a __ 23 10-3 29-3I. 35-8-5 744. 5-10-3 :=1+7-3 5-`.0.-.3 D-2-12 0-2-12 WEDOE Let 2X4Y'1W3Iid REACTIONS ,6Jsze) B,--23041,0-5.8, 1(-213410-5.6 Max Horz6e427(load Casa 6) Max UpIS=-80(Lied r:3Se 9i, K --276606d case 10) Mex Grev3=3030('aad case Zr tC=24911:1u ,;ase 3) FORCES (I5) - Maximum CornpressieniMax'rriurn'tarmor 77.2.P CI -10R0 A-ld=04103, B.G.-a26er276, C-54.7777/238, D-$ -7549/249, C -E=-6887173. E-F=-GS6e/)64, r.e-,-44fid16a, G41=-475541.36, H -i--3948/51, .1.1%.3622/36, J-4(.4,43011 30'T CHORD 0 -R= -•830/7C-39, 0-Ra•52U 5654. p -O= -5O413898, 0-i•'=-t:71if3781, N-0=-11B:3065,M.•N=0!751,>r L iIFBS C.R.-76/1861,12..R=.130/150, 0-P--b23r131 F•F=-521530, F-0=-1559.174, r, -O=-307. a4, H-4=-302.4105, H_N=-368/606, 1-N=-346/466, I•L--1201/36, J-1.=012802 NOTES •) Vl1rd: ASCE 7.L) ; 9Cmph, h=25R, TCiiL=5.0psf; 8c 3. r0,3psf' Ca'egvey ll, Exp C; enolc,ed; !MFRS 88hi& aril 2:ine; canal,;,,; lett and right ex peso] ; end ve'tca!ten gird rgni expnoed; Luu,ntie; SOL=1.33 04)4grp'D1OL=1.33 2)' CLL: ASCE 7-96; P=40,L psf (!lilt root now Exp 0; FU)N x01 ; L= 45.41.0 Yi Unbalanced snow loam have bean curisiLinied for this Cesign. 4) -: hie'riisa ices been desi£ned for greeier of rain roar live lead of 17.0 psf vi 'Z. 'JO ;im3s ilat roil: 1394 or 40,0 psr evreirbi;;!i8 rcrr-ccncJirent will airier Iive loads. 5) This truss has teen dasiyne1 for 10.:1 pet- eailcm Quaid Ike lead cream -ram -rent ail; en/ ether live 'reds 5) All pIate3 are 641-27 pales unless otherwise and octad. ) Dearing et 'drib's) 5, .{ conslJers paral eI to y; air value usla, P,V51,17.; 1 angle l c gi„in Iormu!a tui:ding dee-Grier clone verity riepE.Cit7 of bearirg st:rinco 6) Provide mechanical oonnoction (by ofhers) of lruss to bearing plate capable of evil istaaridirig BO at olrl C and 2; in 1:p81 at Dorn K. LOAD CA8E(5) 6tanoerd Scale = 1.72 111 'ter '4 ! 07:22/05 07;50 '03'970 9y4 3533 'FRUSFAB INC. Roll - -.. _..._..- r - -- --.. IT��;> 'Truss fypa -QI, .PIY I1 1� _--_•.-_____-I 30508 C2 �STUE3 COVMC)N I'6 1 i.1.-..bF7e`ar•roeto^ionel _ I'RLiFAb NC. Naw_ sitLr2Co 31647 6-[005Apr 2621/015r/iLair Ird,vrs; Inc. Fri,u22g]i_?362035 Pager 1! -,11-4-9__ 8_p713 13.4.5 15-11-0 26-S-^0 33.0-3 __3h -D-0 1-4-0 5- -13 6.5.14 6-6-10 6 6-13 6-6.1D 2- 1-13 7-00 iz- 4x6 •• 4x3 E a 5x6= F 4);I1 -'; f l 2x4 '` -- // .I y\ CQ 0,�,�%--1 ,N; \,, f\\ y 'Mt/ „53.03 ,fin fir, \\ I i '-\ LW 6x10 -2 -__10-1.2 / P 0 N M 3s4 - 4x6 = 3xB - 3x6 = 3x4 7.7 19-11.0 4x0 _ - 29-8-14 36-0-C 3x4 1; 1r �dw Scale = 1:72.2; ".0-'. 2 9.9-14 9-9-14 6-3-2 Pla-e OTsels (X Di_ AB:U.0.2,0.1-11.'G:27-C_O,U-0-3sJH o -0-3C 0-0_-jI:0-0.0.0-3.C] („10-0-0 0-0-0J -____ SPACING 2-0-0 CAE • DEFL. in (u;) lldotl tJc 1 PLATES GRIP I Plates fncreaee 1.00 ! TC 04C I Vert(LL)310• d -P X999 240 87720 hyrir3 Limbo h7ureuss 1 OQ - BC 0.64 I Vert(TL) .0.'41 N y99d 11.0 Rep Stress tncr YES V43 0.92 1*crztTLi 0.13 K r12 nla COdo RC2000'ANSIh6 1 (Matrix) Weight: 192'b -- -— -J.._.. - - —-------- —-------- _—.._--.._. LUMBER BRACING 70P ChORD 2 X 6 SPF 1550F 1 5E TOP CHORD Sheathod or 3-9-3 oz pu;iic's, except eni veitcais. 50T CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid oei'ing directly applied or 1C-0-0 ec bracing. WEBS 2 X 4 SPF 2100F 1 SE'Exsept' mites ; Rcwv at rrlidp' E -N, G.N, LI -E_ kW 2 X 4 W1'J Stud, W4 2 X 41W/ o^ILd, 9'/5 2 X 4 VVW St fid 2 Rohs at 1,3 pis 1.4 WEOC4E Lel 2 X 0 SPF 1850F 1.5E LOADING (psf) TOLL 40.0 (Rede Snaw+4C,0) TCDL 10.0 8C'Ll. 0.0 10,0 REACTIONS (Ib'sha) 0-230510.5-8, Ke2134,00-5-0 Mex HorzB=427(Icad case 6) Max Upl313--78(load case 9), K=-25(load case 10) Max GravB■3030(ioad case 2), Km2491 /load case 2) FORCES (Ib) - Muir -ism Campressloa/Meeurnurii Ten61u0 1013 CHORD A-9=0,100, B -C=-4330/64. C -O.-3049/49. ❑-0=-3605(66, D•E=-315418.3 E•F=•2'511122, F -G: -?1151x122, G -H=-1977/91. H -R= -210W79, 1-F1-2443/73, I -J=465!46, J -K--165125 303E CHORL, 0-P=-177/2579, Nom --177/2671.), M -N=0/2023, L-:Me0/2023, t( -L=0)1641 NEES C -P=-509/159, '-p=-27,697. E -N=-1537'141, F4.:=-411260. 0-W4-773/217, C•L--378183. t.La0') 6. i -K=.2530430 NO rE5 1) \' d. 4.3CE 7-02; 90ntph; h=25ft; 7CDL-S.Opsf; BCDL=5 3ps!, Category fi; Exp C; enclosed; MV'PRS gable <_rrd one; canlilevrrl tart and right exposed ; and vert.cal left and right exposed; Lumber DOL=1.33 plate gnp DOL=1.33. 2) 7CLL ASCE 7.981 Pf-40 0 psf (Trac roof ;nom; Exp C; Fully Exp.; L- 46-U-0 3) Unbalank:•.oi snow Initis have mean o osideied forih'6 cosign. 4) 11 Iran has been deslpneo for graaler. of Inn roof Irfe load .I ' 7.0 psi or 2.00 rimes /hat ro f load of 40.3 ps` cn averr,angs rureecncurrent with other livb leads. 5) This truss has been deei2ned fore 10.3 psf bottom oimrxl FFre toed r,onconc:rrent With any c'her fere loads. 6) Provide rnecherniaa! oonaeoUon (ay dlhera) cf truss 'ro beer ng plate capablo yr withstanding 18 0 UXllft al OW 6 and 30 Ih uplift elf ;dire! K. LOAD CASE(5) -Standard 07'22/05 07:40 e 97 934 3533 TRTJSF.AJ3 INC. 2007 Job Truss Truss Type •ply PI, Ti 0 !Ia11U 'e -GAB DR JP GAB 12X6; 1 I _ _! 1__ _ Lot RRfersr Captu r. _ f T,R'.4B�- f6. 1SF.,'Nevpgss!ie. Co e1647 -..� 9.200 5 Apr 28 2300 MiTek ndosires !no. Fr iu122 07 52:211"20110 Page 1 l FL ADfNG(pel) ^� rCt.L 40.0 (Rauf Sl'c5N•40.0) TCDI. 10-0 BCLL 0.0 CCU 10,0_—__1 12-5-5 - �__ 2411-0 12-5-8 12•`-8 4x6= 8.D0 12 x w v Y F jj 1j � Il 1' 24-11-0 24-11.0 9T,5 \3 AA \t?�- K I 9T3 ~;rte mss( i 61. 5 R 374 -82 -5= CJ P 0 N 0x4 Scale a 1'46.9 l7 SPACING 4-0-0 CSI DE -FL in (Ion) !/deft Lid I PLATES GRIP Places increase 1,00 7C 0 20 Vert ;1.. L) /Vs rife 999 M120 1991123 Lumbar Increase 1.00 BC 113 I Vert jt) rio - rda 999 Rap Stress irur NO Wb 0.60 -id z(TL) 0.01 M ria ala Cuda IRC2000,ANS195 ' (Matrix) I .Werghd 107 Ib LUMBER TOP CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD 2 X 4 SAF 2100E 1.8E OTHERS 2 X 4 WN Stud BRACING TOP CHORD BOT 2HURP JOINTS 2-0.0 ac purlins (0-0-0 max.) 'Switched from ci.eetec: Specih,J n 2-0-0) R gfr oat 2'p directly appl'ad or 10-0-3 oc tracing 1 Errata at ,k(s); G H REACTIONS (b;512©) A=268!24-11.0, h,1=26964.1'•7 T■26E/24-11-0, J=472124.11-0, V=48224 -1100,1V-485724-11-0 X.455/24-11-0, 1'■S6J;24- - V R=472124 -11-C. :l=4k(224.11-0, P=485+24.11.0, 0456124-11-0, INL569r24-11.0 Max H0r A=•506(load ease 5) Max Up1ift4=-110(lued case 5), M=•20(lood case 6), U=-B41Iucd case 8), V=-82(lood case 6) 'f4 .&i (:Cod case 6). X.L-7?peed MIFF 6) Y=-95rloao case 6) R=.e7(load • case 5), Q.8,8 ()cad cases), P•-00(inad naso 5), C=-77 (load case 5), N=-96(kad case 5) Max Qray.A=362031 cote 2), M=352(bad case 3), T=366(Ioed case 1), U=706(load case 2), V.595(load case 2) , try.70141Li.d case 2), X=656(13ad case 2), Y=822 (toed rase 2h R=708(loed case 3), Q395(load cess 3), P-701(load case 3), 0=658f,loed case 3), N=922(Iced case :3) POR .55 (b) Maximum Cutnpresslcn/Maximunl Tension TOP CHURD A -B=•462./284, 3-C=-387,266, C -Z=-279,247. C -Z=•259255 D -E=-268146, E -P=-2691239, G=-27r7279,G-H=-2771198, H4.-269/143, I -J' -268184, J-AA=•96'98, K•AA--265!84, K -L=-275106, L -M=-299/122 BOT CHORD A -Y=-94!278, X.Y--94,278. 1M1 -X--94,+270. V -W-•541270, 'J•V=54,278, T4L+•34!278, 3-T=•84'^.78, R-3=-94.278, O -R= -91i278, p-0--94)278, 0-P"'-94/278, M'-Oy-9427E, M -N=-041278 INFE5 G -Ts -286r0, F41=-628'124, 9•V=-&101123, D -l/ .S161121, C -X=-597/114, 8-Y=-6781128, H.R--528110' I-0=-616!128, J -P■ -6161120, K•0--197/119, L -N=-6781129 NOTES 1) lAOnd, ASCE 7-02; B0mph; h.268; TC DL=S.Opsf; SCD =S,0paf Category li; Exp C; enc:csed; MO/FRS arbla efid Zone; can:ila,,er lett and right axposod , end va vocal Ia(l and right exposed; Lumber 00L"1.33 pule gr p D0-=1.33, Z) Tress cosigned for wind '/rads it the plane of the tress onhl. For studs exposed to wind ,normal to the fes), see MiTek `Standard Cable Enc Delair 3) TOLL: ASCI. 7.95- Pf=40.0 pef (nal roof moor); Exp C; Fully E,xp. 4) Unbolarced snow loads have beer1 c:ilisiderad for thio des 9n 5) This truss has been designed for a 10.7 psf bottom cnord live lead ncncpnturrerd ,vitt! any otiher I0 a ds. 6) All plates are 1.5x4 MT20 unless clhoroise iidio ted. 7) Gable requires continuous boNorh chord bearing, 9) Gable xttxis spaced at 2-6.0 no. , 9) Pro'Lle mechanical connect on (try others) of truss to beer ng plate capable al wilhslaneing 110 Ih 41511 a! mint A, 23 N, uplift at joint M, 94 Ib uplift at joint U, 82 Ib uplift at Joint V, 81 Ib uplift at joint W. 77 !b vpltft al Inlet X, 36 Ib uplift at!oint Y, 67 Ib uplif: at joint R 88 b uplift at joint R 80 b (putt at joint P, 77 IL uplift at Joiot 0 and 96 lb uplfl at jam( N. 1:) Design (mulnes 4x2 (flet orientation) Fortino rt oo wean') indicated, fastened to truss 70 Yr! 2.101 nails. LOAD CASE{S) Standard 04..✓L rJ.V LUMBBR TOP 0110RD 2 X 6 SPF 1650F 1 5E E0' CHORD 2 X 4 SAF 2100F 1,8E WEBS 2 X 4 SPF 2100E 1.81: "Exaepl• W2 2 X 4 vW1+ Siud. VIII 2 X 4 WO Stud WEDGE 01,6, 7 V 6 I,1xr.r Q1,"P BRACING TOP CHORD BOT CHORD Sheathed or 5-4-2 oo purlins f2feid cei ins dlrectty applied or 10-04' cc bracing. 07/22/05 07:44 C970 934 333 TRI.31'.th INC pw-- - • ,T:'41,:i.5 ! 3506 ID Tri,e,s5, ::\ C., Nc...k.Cestils1 c:21 alt54/ -4-0 6-4-5 6-45 -COMMON 2-6-8 F-1-3 Ei.co I71-1 RJ 006 4 11 ! Fester tei?A:tioreil SApr a 20L-5 1,01LV,iE±5. r; a?. ifia'd PaGe 16-6-1 1 24-1 (-0 26-3- -7- ---r— 0-1-3 6-4-5 1-4-0 = Scale = 1;53,1. SAC E ‘`- 4x6 \ ,,S?, I) ' -='"' ..-'/ . 11/ 24 ''... . , .....'%.. -, Al. if G , .N. 4•.:','. r'".." CI \ ,./ \ \ /.1 iii " .._...., ....... B'"' .'-'-. H ,.. ....- -. '' K J 4x8 9-1-2 34 :- 3x -i = 3x4 ;-- 8-412 16-6-4 24-11-0 8-4-12 E-1-9 8-4-12 , - Nue OfIsots (XALIB:0-0-1,2-0-31,..01:0•0-1--12:0-31 __,..........-,=. LOAD(psi'SPACING 2-04 CSI DE . FL -t (goc'.. Vdefl LA i PLATES GRFP ING ) . ! TCLL 460 , Males Increase 1.00 TC (.51 1 Veri(3.L) -0.11 .../-)_ =000 240 1 MT20 165,123 (Roo(Snow-40 0) I LLEIAJC! Increase 1.00 DC 0.50 ' vgri(11.) -0.24 i -L 1,9Q, 180 TCOL 100 Rep 0tross Inur yEa va, 0,4E. Hofzeff) 0(14 H nra nis I 1° 1 Code Fit7.20C0/ANS106 1_, . ,.6ifylPidecl 1 Weip -it 119 It. acLt B( -OL 10.0 I LUMBER RACING ----.1 TCP CHORD 2 X 6 $PP 1650F 1.6E TOP CHORD Sheathed or 5-9-2 oo perk ra. OCT CHORD 2 X4 SPF 2100F 1.8E 130T CHON.3 Rigid caring directly applied di 0-0-0 uu. braDing wEas 2 X 4 SPF 2100F 1 BE *Except' W22 X4 4,1VV Stud, W2 2 X 4 WA/Stud REACTIONS (Ih/size) 6-18350-5-8, 11.16-313/0-5-8 Max HorzE=.-272fload case 5! Max Llpiflir-71(.0a a inn CELie 10) Max Grav8=1971(Ioad cane 2),i-1.'971p:tad vase 3) KAM - Maximan CortpressioirMaximurn innsian TVP C ,IORD A-Bs960, 8•C=-1977/34 C -D=-1553/5', D- 15t3'7, E -1.=-1553.1B7, F43=-1853.(87. 0-1-4-,-I37 7,11)4, FL:=V60 80T CHORD Bt. -113/1694, f 030, ..1 -Ke -111030,11-J00/1394 VVE B8 E -L".-72.1577, -721877, G. J.-659,15-3 NOTES ij AECE 7-02; 90rneht r=25rt; TUD:...5.7psh BODL=5 OW Category. !I; Exp C, enclosed, MFRS ois -End zon,-.7 cantilever aft and -Wit exposed orid or lical and right expcsal Lumber DOL.': .33 pe prip i32L.1 3:1 TOLL ASCE 9-96; PI.40.0 risf (fiat 1.701 sr,ow); Exp C, 'LOY P. 1.1nbenced shoe: bade have been considered fur :Hs desI9o. 4) Th.s trues has been designed f rfiratorl min roof live loud of 16.0 pst or 2.00i-r.$s flat fedi crad of 410 Mi uvcthartgs nun -concurrent with other live loads. !• 5) This trues as 063n designed far a 10.0 psf holorn Choi IR nad nnnolrontrent eny ether !Iva ilvade 3) cNd mechanical Wrinteulun (by deers) of Vue.5 to Manny plate rapaaiv fmistaidhg 72 Ib plel at joint 13 and 72 lb uplft at foie( 4 LOAD CASE(S) Standard 07722/Uri ,!?D 3608 07:48 e970 954 35:13 -Rut r,ss Type TR rSPAB, INC Fleksgq1e, Cr 31641 jSTJS C.:.:1MMON TEL5FAP INC. ZOO9 )0 1 i criah 220 5 44' 28 2055 M1stiroJc:ass Inc" i-ndoi22 :11 2005 Page1 64-5 l'd-6-6 18-6-11 _ ..... 6-4-5 6-1-3 6-1-1 6-2-13 5x6 = 4x5 9-14 ; LOADNG 060 TCLL 40.0 (Roof 6 row.40 0) TCDI. 10.0 BCLL 0.D HEN_ ' 0.0 2x4 Su012 4x6 / ' • ' 'T•Z, - / , , . \,\ \ \ '':-2.:7 ., 2x4 ./' -. -..„ 1117; Vvsvi ---- F . -,... i \\ •-2,,,,,'"-`',„ • \ i : / ., ll',6' .l ' -, / , ... ',-. , • \ ,,,, / , \ \\ --,-., •,..,, 0 .. /1 i , ..,... ./ / —_. El , • 8-4-1 2 8-4-12 1,0.0-7LIG:0-3-15,Ed9ej 3.44 1-1 3x4 3x4 24-9-8 8-1-9 5-3-4 4.00 1 9-1-2 i I SPADING 2.0-0 CSI DER. is roc) ,lidef1 ,..,.i..,Z Pla'ts Increase 1 00 1 TC 3 51 efer/._ .1LI -Oil 1-4-.)-209 Lumber lnoreass 1.00 • 8C 3 50 1 Vora TO -0.24 il-J e299180 Rep STeso no, 'YES , VB 0.49 l -107(TL) 0.04 0 rya nfa Code IRC2000/AN0IS5 L (6 rop)liad) i. LUMBER TCP CHORD 2 X 6 SPF 1550F 1.5:1 SCT CHORD 2 X 4 SPF 2100F 1.8E ',NESS 2 X 4 SPF 2100F 1.68 •Exoer W2 2 X 4 1/W1/ Siod.1.1/2 2 X 4 VWVSLuI WEDGE Riorit 2 X 4 W.N Slue REACTiONS (Itifs,za) A=1460r0-5-8, G=14610.6-8 VW( Hc rz.ft=265(1oad ease 6. Max Uptlf15,=,211(1024 oase 1)), .1,4,2.6(oad case 10:i Max GravA=1707(loao case 2), G=169aftoa0 caws 3) MACAO FOP CriCRD BOT CHORD FORCES (Ib) • Maximum CompratalonttAximLniTansion TOP CHORD A-13=-1968134 8-C-' 543i8?, C -0-,-1842/87,1:1-E=-1629,81, E•F.-1520J87, F-0=-164713 HOT CFIORD A -..1=-126/1588,1--1=.2.4,101a, G-rf=0/1650 WEN) 8142-599/163, D -J= -72t87-8, 0-k1=-73/850, F -F1=-673,18.5 PLATE t: CRP MT20 100,1 23 INelgei1:112 ib Shaafnkd 2F 0.4-2 oc purlins. R direo* applied or 104-0 oc bracing. NOTES 1) Winch ABLE 7-02; SOmph; r1.25f1; TCIDL'S.Opsf;13CDL.5.0psf, CatuRovi 11; p C; sticiose0;11144;FR5 Gale end zone; cznnieverle$1 4.1d ex-pos.0i ; and vortical left and lot exposed; Lumber DOLw1,22 plate slip 00La1 2) TM! ASCE 1-23 P4=40.0 paf (flai roof onowl; Exp C; Fa/ Exp Unhelenped snow loads have bean considered far this dapsn 4) Th.'s INShes been aesioned for n 10 at 130110;71 chord We load rriliceneL rreni with law ot.hark, ,093s. 5) Prsyde rrecharil7a3connectiol (by a)nars) of truss to bearing OEM capable ot wrInstewinr, 20 h St :'n1 er'',3 20 lb 4111 al1oiol G. I LOAD CA SECS) Standard 1 07.'22/05 (17 : 4W '$9 7O 9S4 3533 7`RUSF.Ip IV. a 00 .'!ec ! Tris* -r ;u;s -ryp. 7C1( If`IY 1 0 1 35QB A -GAB ' DROP Gt1B (2X6) 1 1 1 1 T-iJS- AN, .„Nr, Vagi 1 F-184 % 8 2222 c ..pr 28 2035 1ai<i: ostriea r Fr ,u122 37 52 31 1 LOADING (pal) TOLL 400 (Rc.,' Snov.'40.03 TOOL 10.0 FOCLL 0.0 VOL 10.0 f-- 8.00 Ski a-5.8 1.5x4 / D 1.0x4 '1 q :`.� 1 1.5k4 3x4! 9-1.2 4x6 17.1-0 3-0-8 S- i N Ali L 1 5x4 1.510 ': 1.5114: i axe 17.1.0 171-0 1( 1 J 15x4 • 1 • *i 3x4 •. SPACING 4-64 C51 DER. (.04.7)L'de1 lie I PLATES GRIP ?d[es Increase 1.03 I TO 0,21 f Vert(LL) nia - tea 999 - MT20 165!123 umber Inerease 1.?0 33 : 0.14 IVer1(T L) n/a - rJ:i 3%i Ro3 Strc34Iacr NO '11'...30.35 Hera(TL; 0,03 I n!a n,'t° Code -1 C2000lANe195 I i.A.1Ltrxj 1 Weight! 3211; UMBER TOP ChORD 2 X i SPf 2130E 1.8E BOT CHORD 2 X d SPF 21 o0F 1,5E OTHERS 2 X5 VW15t.d BRACING IOP Chlaial 7.0-0 r. px;rlins (8.0-0 max ;Switched ;ram sheetee: Spnc.nUt . BOT CF.ORD i 1cid cs1In9 Oirecttf apal<6d o;-IO,O•G cc :,racing 01'v75 1E.aceat.:. ;E ec-ee-135.01 REACTIONS QWsl<E). 4=27717.1.0,1=277117.1.0,MA3601i7-1-0,)'1:.432'17-1-0,)3.452!17-1-0, G= 4;''/•1-0.I-sri2'Tr-'-0K=453:17-1-o.:1-554/11.1-0 Max Ho-z4=-344(load case 5) Max UprrftA*= 60,;ned rase 51, N=-28poad case 0), O.-70(Ioat' case 6), C= -99{;1x1;1 case 5., L.-29( used ease 5), }{=_79(101dd case S)....-9';'toad rase 5; Max 3ravA=354(!oad sato 2). 1=364(1ced ease 3), M=260(ca;4 case 1., N=723;1aed case 2), 0v3i i,Icad case 2 j, O=.64-1', cud case 2 . L-7 0,ioed case 14=651 tIcad ;r3), 37244 load case "s) r"ORCEs (iL) • hluxinrunl C,rneressi.•rjMsxirhJln fens.); TOP OHCRD A -P-=-29{11'-$ r, &-C .-278.'100, C -R=-2341152, D•1Z=•521'', i ., D -E 273114 7, c -F=-2751133. F -S -00177 , G-1 -204/66, 044..278/71,11-1=-271;107 80T C-ICRD A-0=461188; A- :=-66'180, O -P=-681189. tJ-C=-65'183. (v. -l' -E6 100, L -1d'=-60100, tC =-8c'1102. ,'-(= SE!`Ea, 1-J' -66'188 WEBS E•tv1=-2-8210. D-N=-6394128,C.C;=•502/118, E.L2--5 3'132, F'.Lx.63911i0,0-10.50,211!'21.1-1-2.----6S)31131 NOTES 1) 'Rine A,CCE 7.02; $Omph; r=2S`1; TCD_ S.Opaf, 0CDL=5.3p- I; CalecuI1 :1; Exp G. arciesee; MVJFRS game eoct i01-1 canri:eVai ief) eon '1E011xposed end vertical left e' id 14.01 exposed, Lumber 1301r':.33 pate grip DDLn1 33. 2j Trees Jeaignedfor ivied lode in the plane of the truss Limy. For 3-uds cx2osed vwind (Hernia' to the "Reel, see. 'Standen,' 38:iie ' End Deli!" . 3;: TCLL: ASCE 7-S5; Pf=.10.(1 psf (Flat root snow), Exp C; Fuly Exp. 4; lin balsnced snot, toads have been considered fur this desigr. 5) This truss has been designed fay a 13 0 prtlicliurn 6/ 1)21 d eve lead concur i:;: trent with an; ether Iii toe fa 3) Go Cie requires nnn'in.eus bottom chord aearir9. 7` Oa06a studs spa:.ed 31 2-D.0 cc 0; era, 'aa meahcnica: ecrnee1Eon 4b/ other¢) of Muss to baarlrg plata capesirz of e,itnstandilg 63 ib 41.0 et jests e,, EB la uplift al Join) N, 7u ib up1l ar C.L. ye 1t1 uj31d1 ar mint O, 79 Ih uipI t1 Ai j-r:ni r.'G Ih jkd' ai oi :`. K and 97 }t .nlifL at je-t.t J. 9` Design assumes 4x2 ;Rat orientation) s iiifns at cc spicIrq i-iic a!ei, r3Siened Ln Truss TO. N' 7-10C Hair: EE LOAD CASES) Standard 07/22/03 07:41 L1:I70 934 3533 TR['SF I3 INC. ! 1Job'-----�---TTruss j TIL'SETypo 3508 A OMMON TRiisrf INC, Nem: Ces;! 1104': a 4-4-13 14.0 44-13 A - 3x8 8(21 12 2x4 N 4^-11 81- J 9-1-2 3v1 -. 5-9-6 I Oty Ply -. 1'6 2003 • 3 Aeferonce (cEtaPal C 2C0 s Apr 28 2035 MiTea Ihdustrias Inv VIA e2 07:52 20 20425 Page 1 I le -8. 17.1-0 , 18-5-0 1 41.11 4.4-13 1-40 5x6 ' -N 2:4/ I H 3x4 r 3x.4 = 11-3.10 1 T-1-0 5-9-6 5-6-4 ' Rale Offsets rX,YL;J :0-8-1 0-0-6j, IF;0-0.1,0-0-5L — — — — — -- LOADING(psf? SPACING 2.0-2 CS} DEFT in (lucl Well Lie I PLATES ^"e TCLL 4rl.0 plates Spic"ease 1.00 i TC 0,24 Vert(LL} -3 03 1-1-J !939 240 (Roof Snow 442.0) Lumber Increase 1.03 BC 0.2` Vert(1 L) -0 35 H -J »939 180 TCDL 100 Rep Etrees 'nor YES WS 0.44 Hor(TL) 3.02 F n/3. pita DOLL OG Coca iF4C2000/ANSt95 l7irnalit:e-J) BCDL 13 0 1 1 - - — LUMBER BRACING TOP CHORD 2.X 6 SPF 'IOSGF tee TOP CHORD 61:oi.:hod er 6.0••0 oo purlins. BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid us ling :ire* applien or 10 3 0 oe troo ng. 1,'IrED3 2 X 4'MNStud Scale 3x8 9-t-2 Weignf. 81 ib REACTIONS iiblslze) 5=1185;0-F-8, F=1166(0.0-8 Max HarzB=190(load case 6) Max LfpliltB=-08(loed case 9), F=-88:1aad case 3) Max Cfa4B=1423;load case 2), F■1123(load case 3' FORCES (11)- Maximum Co-npressiornMaximum Tairsl0r • `OP CHORD A -8=0160,13 -C= -131V22: C -K=-1021150, D -K-=-102'/60, 0 -L= -102110G, E -L=-1021/68, E-1 ••1311120 F-C=CY80 BOT CHORD B -J=-77!14241, i- -61$65, H4+•6/685, F -F =4'9041 MOS C -J--450/113, D.1=-51/570, D -H--621670, 04+-451113 NOTES Wind ASCE 7-02; £umph. h425f.; TCDL=5.0;sf; BCDL=5.0psf; Category I•; i~xo 0; emlused; AIVIFRS galls end zone, ceililerer teff and right exposed ; and vertical left and right exposed; Luer Ixar DOL■1.5 plate Grip DOL -".33, • 2} TOLL, ASCE 7-98; Pl-40.0 p6f (fat roof snow); Exp C; Fully Exp. 3) Vnbalan::ad snow loads hare been consldefed for this dee g!i. - 4) This irusc hcs been das;gnad tot greater of rr n too.` live toad of le 0 psl or 2.00 times flat rr of had of 40.0 psi on overhangs ran-cerwurrent whh other It. s Wads. 0) 'this buss has been des spied .0r s 10.3 ps' bercm chord lu'e load rcnco['cur:er!! milli any other sae uads. n) Provide mechanical 60n•le2lon (uy a:hens) cf Guas to bur:ng plate capabl3 :,f withstancing 68'b uplift at o ens 66 :b upIi't at,olrt F. LOAD CASES) Stendsrd L 07/22/05 07;42 1 970 534 3533 Ti2USF-31; INC. Ej 004 r„ 5a, 7-u ' Traas Type;; F iy 11 L1 I 135()8 IA1 STUB COMMON 13 1 1 �J _ cbRstermai(optnna:' _ I • RJSFAB, NNa'G. Na1. (243.3'€47 -� 5.200 s Apr 2527105 Mi-a:iIncv5tr cs, i , F4412 07:E2 30 2005 Page r- 12.8.5 16-11-8 4-413 4-1-11 4-1.11 4-3-5 1x6 = Scale = 1.35.7I 6 00 r - C 2x4 \:,..�! / \ \ `•\ B T� .' f7 w{/! '' VII 2x4 Fi 3x4 / 3 F 3; ii 3x4 = 3x4 -` 0.1.2 11-3-10 16.11-8 6-9-6 5 -6-4 5-7-14 FFlale Offsets (X -Y _IR-1,EdpeL(E:0-3-8,0-0-01 LOADNG(psf) $PACING 2.0 J CSI — DEFL in k7„ idefl LJd PLATES GRIP IOU� 40.0 1 Plater.1w ;ease 1.00 r'� 0.74 Vert(LL) -0.03 (F -H -&99 240 j 102C 1E91123 ',Root Sno41=40:0) i Lombe: Increase 1.00 OC 0 35 Velt(-L) -0.06 F -H 490 1E0 "ICU 10.0 ! Rep Stress YES V'1iE1 0,44 Han (11-; 0.07 E n/a n;a eCOL IUD I Code IRCZO0o:ANS}3o (Simplified) 1 weight 75 'b LANDER BRACING TOP CHORD 2 X 6 SPF 1550F 1.5E TOP^..HOR<) Shaot'ted or 6-0.0 .c purlins. 80T CHCRD 2 X 4 SPF 2100F i.BE 60T 2-IORO Si;gr ceillcp directly appf:ed or 10-0-0 oe tracing. WEBS 7 X 4 MV Stud 4,.EDG2 RigL1: 2 X 4 Vrwi, 5'ud REACTIONS. (bra ze) A=09410-5-8, E-094;0-4-0 Vey 14nrxA=-185(0 o case 5) Max UpIiftA=-1751000 Cas[- 9}- -i7(o d case 10) Msx GrRJA■1'61(lhad case 2). E:1157(Inad case 3) FORCES (lb) • Maximum Compression/Maximum Tel.siun TOP CHORD A.-8=-1307120. 84=-1015165 C-0.1015.'66, C -„-1009i66, D-7=-1309756, D-E=•l2Y3,25 1,0T CRORD A.H=-89!1038 G-H4•18;e80, F -c=-13;580, E-Fa+1023 VUBSS e-HF•450.113 C -N=.52578, C•F=-52./557, D -F=-437/-13 NOTES 1) Wind. ASCE 7.02; 90mph; o-26ft; TCDL=5.0p3i; DCOL&`t.0asf; Category ;i; 6x5 0, enclosed; it'IY1ihhiS 30ble and zone; canlilev'er Ief are rgh! eAposed ; end vertical left and right exposao; Lumber DOL*1,33 plate grip DOL=1 33. 2) TOLL; ASCE Y-93: K 40.0 psf ;fat roof s90w); Exp C; Fully Exp 3) Vnbalenoad snow loads have been considered for this design 4) This trues has bean designed fur; a 10.0 psi botorn Chord Ir/e load ron_oncurren: with any other ii; a !cads, E) Provide mechanical connection (%y others) of buss 10 bearing p'oIe cspof;l2 of-.vilhstardirg ' 7 lb LpJifi e:t joint A and ' 7 Ib uplift at jo nt 5. LOADCASF.(S) Standard 1 07,22/05 07:54 1:1970 954 3533 TRt;SFAT3 1\C, Ja3SITE LOGAIION. SKETCH, This sketch will be used for delivery purposes. It is important that you he as accurate as possible iri giving directions to yojr ohs1te. NORTH W'E S T .,..�...�._._---EAST SOUTH LI is Yard 0 In City Limits 0 Outside City Limits JOB NAME IkAfgrlber JORSITE ADDRESS CITY JOBSITE PHONE PHONE 984-2336 .3533 COMMENTS; 4t? 01 5 1 REACTIONS {IWslze) P.•1469i0-5-3, C.1490/0-5.8 11ax Hoi;tA.26311ortd case ! ) Max UpliftP—2o(oad Case 9), 0=-20fload ease '0) Max Crave=1791(lnad case 2) , G=18s9(lodd case 3` FORCES (ib) -Maximum Cuntprenalo Oviaxirnlrn Ter skin TOP CFORL) A -B=-196./54, 6.C.-1543187, C -D=-1543.87. D•E= -1525!87, E 152x,67 f -G=• 1947:33 BOT ChORD A -J=-12611688, 1.J•.24.r1019, H -1=-24x1019, 0-Hr011559 WEBS B-J°-6Ga'i1e3, 0-J=-72,a7a, D•Fle.73r850, FJ 67P;15 NOTES 1) VJfnd:ASCE 7.02; 90mph, h=2Sfl; TCOL=S Ovsli BCDL-5.01.,51; Category 1!; Exp C; encrosco. MWRS gab,e era zone: cant.levor left erd 11;0 exposed ono vertical iefi era right exposed; limbar DOL=1.3'3 piate pip COL -1.82. 2) 'MIL: ASCE 7-98; Pf=4D 0 psi (fiat roof arrow); Exp C; Fully Exp. 3) Unbalanced snow loads have been considered "Cr this deel3n. 4) This truss has been designed fcr a 10.0 psi bottom chard #iv s inad noncnrcorenl with any other live loads. 5) Provide reeiohnnicot censectlno (by others) of truss to bearing p'a;e capats;e of Y1t.hstandirg 20 ib uplift at joint G. and 20 tb upEiit ai joint's. LOAD CA5E(S) Standen d 07/22/03 07;33 2.2970 984 3523 1RUSFAB :Trur ryas I• rFrk 11 0 1C -GAB 1:1ROP GAB i2X6) 2 1 35:ra Jot, . 1-RUSFAC, , New Cr.sb::, co. peo 5 200 5 Apr 23. 2005 MJe ncLsr as hc. Fri 22 C7 2 4one E]014 NOTES 6) Gable studs spaceo l 2-34 oc. 9) PibrIlle mechanical ccanecticn (by oft -era) of truss to Orsuirg plate copame 01 inimstaridi-ig 147 lb oplYt at lot A. 12 Ib uplift i onL AE 7 b 4141 at Qjri AF, 3& b uplift f.,1 joint AC. 71 lb upitti ai joint AH, .58 Ib uplift at joint Al, 73 !E upliointAj, 49 I uplift at folal AK, 120 ib uttlici at jut a AL, 5 b up 4:1 al :pint AC. 33 FE upEft at joint AB, .64 uDlif: at Joint AA 71 lb cpill t oint Z, i58 Ib uplift at irint Y, 73 ib tibial at join'. X, 46 lb uplift a joint Al, 126 lb uplift al pH 'V and 319 uplift at ON 10) Desig r ussuntea 4/2 (fiat triersallon) purino al cc sparing kiditated, stied 109 use. IV or/ 2-10d rrAis. LOAD CASE(3) Slorsrarri 1501E TEST HOLE 0' 8U9LOING ENVELOPE N80 34' 42' E 388.00' 20' aa.e1s¢ns LOT 1 4.6 AC .00'StZ M.99.91. 0 IV COUNTY RUAD 221 N 8834'41"E 819.1' SITE PLAN SALAZAR'S RESIDENCE LOT 1 NATIVE SPRINGS SUBDIVISION COUNTY OF GARFIELD STATE OF COLORADO ESCALE :1 INCH= 30 FT NATIVE SPRING DRIVE 30' R=50' _EXISTING WELL 1 20' 45' .YC4Y J':LY'�c'�yLti'�t: �4b`vbWb'vk-h' 30' 0 10' 4" PVC SEWER 2% MIN. SLOPE —.10a0 GALON SEPTIC TANK M 0 SOIL TEST HOLE r BUILDING ENVEL 20' COUNTY ROAD 221 SITE PLAN SALAZAR 'S RESIDENCE LOT 1 NATIVE SPRINGS SUBDIVISION COUNTY OF GARFIELD STATE OF COL ESCALE : 1 INCH= 30 FT Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. C16oto JobAddress ('"dI' p "7Gg „1Lr ,,,,, ., 4, cc Nature of Work Building Permit ° )17 1— 111CYc - .— toO l Use of Building Silt. , C ..k. Owner f- P Q z -A -k, Contractor 1' ,t.A3Ctli-• Amount of Permit $ Z 1 45 . Date 21 Clerk