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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 81h Street, Suite 1/201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. Ct'Z CA Job Address 0963 6. & ttJ ncJ- IeL ?a C LhJL Nature of Work Use of Buildin Owner_ a �p Contractor 7[ 1 -UA Building Permit P� Amount of Permit $ 9 Astoinao 3 93-ci-of – co 393-%o/–co Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 W' Street, Suite 201. Glenwood Springs, CO 81801 Phone: 970-945-8212 / Fax: 970-984-9470 / Inspection Line: 970-384-5003 97025 Parcel/Schedule No: J3C1�� -r _cat Job Address:/ %lb i e'. Jf�A.nu, JA'4 1C G.tYM rza V 633 1 lot No: �� b 4 Block Na: l Su . emp on: ,t /' k i r� VV YV ►f1 lT G - ^ri 2 Owner: cG�/ 1 eiir; S Address / rots SlrJC co4/CCk Ph: YS • 157 Wk Ph: 3 [Sy},�ra Contractor: tl e�T/L / 0C- Address: Po goJC 3*c &&tr q1 Ph: / l i -3 , 7 / ('` Lit. IN1 V( 4 Architect/Engineer: / Address: Ph: t11 LIc. No. 5 Sq. Ft. of Building: Sq. Ft. of Lot: 31i ( � 3 7 Height: No. of Floors: 0 - 1 6 Use of Building: 111"116.91111.141.4116"11"14 5i t affiall 9 E Jeal fit t 7 Describe Work: Ue.k) CoAstnul�.Ho,� 8 Class of Work: X.J 0 Alteration o Remove LIAddition J Move 9 Gpage: Si le Carport: 0 Single J Double Or 7 ou. f> 10 a Driveway Permit /J� ❑ On -Site Sewage I Disposal J Site Plan 11 Valuation of Work: S St/ y50,o00 Adjusted Valuations: S ` 12 7 Special Conditions: N 0 Ni I-_ A SEPARATE ELECTRICAL ISSUED BY THE STATE THIS PERMIT BECOMES AUTHORIZED IS NOT CONSTRUCTION OR PERIOD OF 180 DAYS I HEREBY CERTIFY THAT APPLICATION AND KNOW PROVISIONS OF LAWS COMPLETED WITHIN GRANTING OF A PERMIT TO VIOLATE OR CANC LOCAL LAW REGUTA OFCONSTItUCTIOJ PERMIT OF COLORADO. NULL COMMENCED WORK 15 AT ANY I HAVE THE GOVERNING WHETHER DOES THE : 0 NOTICE IS REQUIRED AND AND VOID IF WORK OR WITHIN 180 DAYS, SUSPENDED OR ABANDONED TIME AFTER WORK IS READ AND EXAMINED SAME TO BE TRUE AND THIS TYPE OF SPECIFIED HEREIN NOT PRESUME TO PROVISIONS OF ANY OTHER NSTRUCTION OR THE MUST BE CONSTRUCTION OR, IF FOR A COMMENCED THIS CORRECT. ALL WORE WILL BE OR NOT. THE GIVE AUTHORITY STATE OR PERFORMANCE '.. l/^l�ps Plan Check Fee: 6 *S7 • 74 Permit Fee: Z 45 75- Total Fee: 37o 3.49 Dated Permit Issued: OCC Group:..0 Const. Type: Zoning: Setbacks: Manu. Home: 1SDS No. &' nFee/:o ,,t�/(/n 1//�' "{ �� SIG •. ' � • 1 s♦1 /U• 8 1 r' • c.: L/ 8PI' . '- TE -� AL/DATE AGREEMENT PERMISSION I5 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 ]AND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 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 DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE 11' SHALL BECOME NULL AND VOID THE ISSUANCE OF A PERMT BASED UPON PIANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT -111E BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PIANS, 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 NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ART1Cl'ECT, DESIGNER BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 lL $ 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INmALF Gl`lV(os Nat 3'b-) d it4'•no 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, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****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, pse� issuance of a Certificate of Occupancy for the dwelling under building permit # y ohr Signature BpcontOct2004 Date VALUATION/FEE DETERMINATION Applicant It.l tF Address ?i C Wra -114 Date q-2.7-05 Finished (Livable Area): Main Upper Lower Other Mc /g9(0 IDrl Subdivision Quck Lot/Block C 4 Contractor Jot Offia -Cat 1 IL7� Total Square Feet T Valuation 4/77 r e& — 3 1 c1 3(0 Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation 1414, 300 t3a- ' 6W x Total Valuation 24} z5Z /9,4o0 3�4 5% 318 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 / 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 dq-apply. Yes 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 N// 2 .r 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 reinforcingel in 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 clearances 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 spffits? 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 wit$loads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? v Yes �/ 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof raftefs or joists or trusses? Yes ✓ 11. Does the building section drawing or other detail include the method of positive connection of all columns and be ms? Yes 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave ofa gable or shed roof or the top ofa flat ryof? (Building height measurement usually not to exceed 25 feet) Yes ✓ 13. Does the plan include any stove or zero c ance fireplace planned for installation including make and model and Colorado Phase jl"certifications or phase II EPA certification? Yes No 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 egress/rescue windows from sleepin ooms and/or basements comply with the requirements of the IRC? Yes No 16. Does the plan include a window schedule or other verification that windows provide natural light and v iitilation 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 walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify afety 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 .i No 19. 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 ,� 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 for a building permit? The building permit application will not be accept ithout it. Yes No 21. Will this be tyle only residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) complete 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 20fi. long? I Yes '1 No 4 24. Have you designed or had this plan designed while considering building and other construction de requirements? Yes No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone trict? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection the Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the applicati9n of these changes? Yes �/ 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 p it? 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 384-5003. Yes No 30. Are you aw a that requesting inspections on work that is not ready or not accessible will result in a 50.00 re -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 occupancyoftife building? Yes �/ No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being 'yen for an Agent and that the party responsible for the project must comply with the IRC Yes ✓ No 5 33. 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 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 o applicable inspection. Yes No 35. Ai -e you aware, that on the front of the Building Permit Application you will need to fill in the ParceUSchedule Number for the lot you are applying for this permit on prior to submittal of a building?)mit application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ✓ 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 permit? Yes I hereby acknowledge that I have read, understand and answered these questions to the best of qpf ab' ty. Signature of Owner / �t Date Phone: 9 �D - 7"(Z C' 11I (days); Sc.wC. (evenings) Project Name: S-1e_Q l Project Address: 4b J E • O,&WbP4) A - R(a.J1 k Rc©. S23 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 6 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. BpminregFeb2005 7 PLAN REVIEW CHECKLIST Applicant Si / iCC .L Date 91 27-05 / Building ,/ Engineered Foundation riveway Permit ✓ Surveyed Site Plan A A.Septic Permit and Setbacks Lrade/Topography 30% Attach Residential Plan Review List (14linimum Application Questionnaire Subdivision Plat Notes acn Fire Department Review ✓ Valuation Determination/Fees Lined Line Plans/Stamps/Sticker Attach Conditions L-' plication Signed l/PlaniRReviewer To Sign Application arceUSchedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: �Planning/Zoning ✓Property Line Setbacks Ai 1-.30ft Stream Setbacks ood Plain Building Height Zoning Sign -off AM -Road Impact Fees HOA/DRC Approval cr to (ix ✓Grade/Topography 40% A, -Planning Issues r/Subdivision Plat Notes FROM :RFUSD FAX NO. .9709479220 Aug. 01 2005 03:42PM P2 ROARING FORK WATER & SANITATION DISTRICT APPLICATION FOR WATER AND SEWER SERVICE AND TAP PERMIT SINGLE-FAMILY RESIDENTIAL, SECONDARY RESIDE IA DUPLEX AND SPECIAL CLASSIFICATIONS Please complete and return with your tap fee payment of 26900/eqr to the RFWSD. Name of Applicant Appllcant Address. (�11f1 5h-4( P PERM 8/ti APPROVED ' 1.0 Applicant City/State/Zip. 1 ee, . la..t In Lv* s ltio1- - Applicant Phon- ' • - Service Desired: Water X Sewer X Chf1 S)Yle PL -1 Owner of Property to be Served: Mailing Address for District illi MailingCity/State/Zip onr Ir CO, 1f14e Z3 Owner Pbone:fH) 9 it • /sets • (54Ycw/) '1 7e, C. (Fax) Legal Description of Property to be Served: (Attach copy if necessary) 43ce...4n (rice S-0`4 Street Address of Property to be Served: 'IL ?j E Qr i werv5 4 . �Mc rcJ Subdivision or Development: A c.41• (Sup Lot: a- 9 Structures on Property (if there is more than one structure of the same type or for duplex or triplex units, give separate information for each): Pnmari Secondary Square Footage: Bedrooms: Kitchens: Square Pt. of Irrigated Green Space: Hot Dib - specify size ht gallons Other water uses or strucatres (e.g. swimming pools, fountains) 1 N/i, N/A Ovt✓ 3CD s 1. c. r /woo t1 1 the applicant named above, as lawful owner of the property described above or on bahal fof the lawful owner, hereby • apply to the Roaring Fork Water & Sanitation District for the privilege of water and/or sewer service pursuant to §7.03 of the District's Rules and Regulations. 1 certify that the above description of the property to be saved, and the aatteturea thereon, is accurate. I tmdastand that I must bave the new tap inspected by District representadves and hereby consent to an Inspection of the premises ata reasonable time and in :treasonable manner for the purposes of approving the lap and verifying the tap fee to be charged 1 agree to abide by the Rules and Regulations of tho District as set by the Board of ► and amended from time to time, and to notify the District of any changes in die structures or water in this application. Applicant Date R"/Iv OFFICIAL USE ONLY EQR Value / ACCT # I$P PD. WOW rot. s/,lo: <Ft 61.11D rat. wank -713.D PO Box 1002 GLENwoOD SPRINGS, CO 81602 Tar /0711\ CA[ 9IAA C v iu'1m r1AH tf&nn L" 17‘1\17C1 BILLING: PO Box 326 GLENWOOD SPRINGS, CO 81602 Page 1 of 1 Subj: RE: Question -L4096 Date: 8/2/2005 12:06:39 PM Mountain Standard Time From: I ifespace@sh aw.ca To: CStriefel@aol.com Chris: Total Building Ht.- 26'-2 11/16" (top of highest peak to top of main slab) Top of main floor slab to midpoint of garage gable roof- 21'-1 3/16" Ken Greenhorn Int'I./USA Division Lifespace Design Saskatoon, Sask. From: CStriefel@aol.com [mailto:CStriefel@aol.com] Sent: Monday, August 01, 2005 12:17 PM To: lifespace@shaw. ca Subject: Question -L4096 Ken, Could you tell me total building height and height to midpoint of roof line on Garage end gable. My printer skewed your file and it did not print to appropriate scale. Thank you for your time. Chris Chris Striefel Communications Director for Nelson Homes/Acadia Adventures/Joe Striefel Basalt, Colorado 81621 Tuesday, August 02, 2005 America Online: CStriefel • Nelson Lumber Company Ltd. Quote: 8903 Paget Un Room Location Qty Product Dssulptlan Rough Opsning Unit Price Extended Price 1 Brldast/Dining 9 Regency Clad Combination (1800 x 1500) 71 5/8 x 60 1/4 /Garage/Mstr Bed Frame She: x 59" 70 7/8" Picture 900 x 1500 Right Opening Casement 900 x 1500 2 Master 1 Regency Clad Combination (1800 x 1500) 71 5/8 x 60114 Bathroom Frame She: x 59" 70 7/8' Picture 900 x 1500 Tempered - 4mm - Inner/Outer Right Opening Casement 900 x 1500 Tempered - 4mm - Inner/Outer 3 Closet 1 Regency Clad (800 x 1200) 24 3/8x48 3/8 Frame She: 5/8" x 47 1/4' 23 Left Opening Gaenwnt 600 x 1200 CWD Wiroyes and Doan • " Nelson Lumber Company Ltd. Quote: 8903 Page 3 Lin Room Location Qty Product Description Rough Opening Unit Plies Emended Price 4 Jaarm Area 3 Regency Clad Comblnadon (1500 x 1200) 59 7/8 x 48 3/8 N. Frame She: 59" x 47 114" Picture 758 x 1200 Tempered - 4mm - Inner/Outer Right Opening Casement 742 x 1200 Tempered - 4mm - Inner/Outer 5 Great Room 1 Regency Clad Combination (2400 x 1800) 951/4 x 72 G Frame She: 94112" x 70 7/8" Picture 800 x 1800 Tempered - 4mm - Inner/Outer Picture 800 x 1800 Tempered - 4mm - Inner/Outer Right Opening Casement 800x 1800 Tempered - 4mm - Inner/Outer 6 Dining Room 2 Regency Clad (750 x 1800) 30 3/8 x 72 r Rame She: 29 1/2" x 70 7/8" Picture 750 x 1800 Tempered - 4mm - Inner/Outer CWD Windom and Darn • • Nelson Lumber Company Ltd. Quote: 8903 Page 4 Lin Room Location Qty Product Description Rough Opening Unit Price Extended Price 7 Dining Room 1 Regency Clad (750 x 1800) 30 3/8x72 r Frame Size: 29 112" x 70 7/8" Lek Opening Casement 750 x 1800 Tempered - 4mm - Inner/Outer 8 Dining Room 1 Regency Clad (750 x 1800) 30 3/8 x 72 \ - 2 Frame Site: 29112" x 70 7/8" Right Opening Casement 750 x 1800 Tempered - 4mm - Inner/Outer 9 Dining Room 1 Regency Clad Combination (1500 x 1800) 59 7/8 x 72 Frame She: 70 7/8" Sr x Piece 757 x 1800 Tempered - 4mm - Inner/Outer Picture 743 x 1800 Tempered - 4mm - Inner/Outer CWV t,. and Dven Nelson Lumber Company Ltd. Quote: 8903 Page 5 Un Room Location Qty Product Description Rough Opening unit Price Extended Price 10 Bathrooms 3 Regency Clad Combination (1500 x 1200) 59 7/8x48 3/8 Frame She: 59' x 47 1/4" Picture 757 x 1200 Tempered - 4mm - Inner/Outer Right Opening Casement 743 x 1200 Tempered - 4mm - Inner/Outer 11 Attic Space 4 Regency Gad Combination (2400 x 1200) 951/4 x 48 3/8 1 Frame She: 941/2" x 47 1/4" Picture 800 x 1200 Picture 800 x 1200 Right Opening Casement 800 x 1200 12 Sitting Room 1 Regency Clad (1850 x 1200) 85 3/4x48 3/8 Frame She: 1/4" 65" x 47 Picture 1650 x 1200 Tempered - 4mm - Inner/Outer CWD.N,aa..and Doan tit Nelson Lumber Company Ltd. Quote: 8903 Page 6 Lin Roan Location Qty Product Description Rough •... .• Unit Price Extended Prlu 13 Bedrooms 3 Regency Clad Combination (1500 x 1200) 59 7/8 x 48 3/8 I— i --i Frame She: Frame 59" x 47 114" Picture 750 x 1200 Right Opening Casement 750 x 1200 14 Bedroom p3 3 Regency Clad (750 x 600) 30 3/8 x 24 3/4 J Frame She: 29 1/2" x 23 5/8" Picture 750 x 600 15 Open to 2 Regency Clad (800 x 1200) 24 3/8x48 3/8 Below Frame She: 5/8" x 47 1/4" 23 Picture 600 x 1200 16 Open to 1 Regency Clad (1650 x 1200) 65 3/4x48 3/8 Below Frame She: 65" x 47114" India 1650x 1200 cWD Ntn&o•s ane Doors til Nets n Lumber C mpany Ltd. Quote: 8903 Page 7 Lin Room Location Qty Product Description Rough Opening Unit Price Extended Price 17 1 Crating Please Inspect all Items listed on this document for accuracy and compliance SubTotal: relative to your requirements prior to order placement GST: PST: Total Product Quantlgr: 38 Total: 80.00 80.00 EXEMPT 30.00 uote vena unci sunaay, Augu CND Wrap. end Doom 5 western archrib structural wood systems September 7, 2005 To: Nelson Homes — Tech Services Atm: Curtis Brown Re: Striefel Mod Liberty L4096 Message: The sizes shown below, based on the drawings submitted to us, have been designed according to the following loads. All sizes are to be considered preliminary until final roof and joist layouts have been confirmed. B2) B3) B5) B6) B7) B8) B9) B10) B11) Design snow load Roof dead load Floor live load Floor dead load 50 psf 20 psf 40 psf 15 psf 5.125 x 21" Westlam-E 5.125 x 19.5" Westlam-E 2 ply 9.500" WSL 2 ply 9.500" WSL 5.125 x 14" Westlam-IJC 5.125 x 14" Westlam-IJC 5.125 x 11.875" Westlam-IJC 2 ply 14.000" WSL 2 ply 14.000" WSL All sizes shown are minimum sizes only. B13) 5.125 x 9.500" Westlam-IJC' B14) 2 ply 9.500" WSL B15) 5.125 x 15" Westlam-E pit a 6 7/8" x 13 ''/" Westlarn-E B21) 125 x 24" Westlam-E B23) 5.125 x 22.5" Westlam-E B24) 5.125 x 14" Westlam-IJC B25) 5.125 x 14" Westlam-IJC a 6 7/8" x 10'/z" Dfir 24f -EX Please call if you have any questions or concerns. Bryan Slywka Technical Sales Representative cc. Ralph @ Nelson Lloydminster 'Pi em tic? r �ea5� ;18 ve# y -1.1 9a 2311; F !t p 111 9 c A4e 9, ; 41Y =in 4 n7 t Id f 1 • 0 1 1 may a - a w stern a rch ri b structural wood systems WESTLAM SOLVER Wednesday, September by 530070 Alberta Ltd Version 3651 07,2005 Registered User: Western Archnb TW Job Description File Number: Mark Number B15 PRODUCT SELECTED Beam 6.875 x 13.500 24f -E D. Fir at 21.735 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored bads Factored moment Beam deflection Beam deflection (Wf) 12.55 (Mf+) 34.05 (LL) L/496 (TL) L/342 (Vr) 50.13 kips (Mr+) 69.30 kips -ft (LL) L/360 (TL) L/240 0.250 0.491 0.725 0.702 Max Deflections Magnitude Span Location Load Case Beam Deflection(LL)in Beam Deflection (TL)in Moment (+) kips -ft Wf kips -0.52 1 10.85 2 -0.76 1 10.85 2 34.05 1 10.85 2 12.55 2 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End UselOcc. Load Start End Location Start End UDL 105.0 105.0 280.0 280.0 0.000 21.700 NOTE Start and end are referenced from left end of beam diagram. Point loads are in lbs, others in lbs/ft SPANS, REACTIONS, and BEARING 21.r Factored (kips) 0 21.7 ft Dead 1.72 1.72 Live 4.56 4.56 Total 6.28 6.28 Bearing (in) 1.0 1.0 Unfactored (kips) Dead 1.38 1.38 Live 3.04 3.04 Total 4.41 4.41 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment Norte Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support at points of beanng. 3. Do not notch beams at intenor supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Editan, Part 4. Analysis is calculated using CSA -086-01. ' t i a w stern a rchr1b structural wood systems WESTLAM SOLVER Wednesday, September by 530070 Moeda Ltd Version 3651 07,2005 Registered User Western Archrib TW Job Description File Number Mark Number PRODUCT SELECTED Beam 6.875 x 10.500 24f -EX D. Fir at 16.905 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factaed moment Factoredmoment Beam deflection Beam deflection (Wt) 48.91 (Mf+) 35.59 (Mf-) 41.71 (LL) L/389 (TL) L/270 (Vr) 65.75 kips (Mr+) 41.92 kaps-ft (Mr-) 41.92 kips -ft (LL) L/360 (TL) L/240 0.744 0.849 0.995 0.927 0.889 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment (+) kips -ft Moment(-) kips -ft Wf kips -0.44 1 7.15 2 -0.64 1 7.15 2 35.59 1 5.97 2 -41.71 2 14.30 4 48.91 4 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End Use/Occ. Load Start End Location Start End UDL UDL UDL UDL 1301.. 260.0 260.0 160.0 160.0 105.0 105.0 160.0 160.0 100.0 100.0 650.0 650.0 400.0 400.0 280.0 280.0 420.0 420.0 0.003 14.500 14.503 26.500 0.003 14.000 14.000 26.500 0.007 14.500 NOTE Start and end are referenced from left end of beam diagram Pant loads are in lbs; others in Ibsft SPANS, REACTIONS, and BEARING 14.3 .a. 12.2 Factored (kips) 0 14.3 26.5 ft Dead 3.47 8.76 1.59 Live 8.45 22.14 6.09 Total 11.92 30.89 7.68 Bearing (in) 1. 9 4. 8 1. 2 Unfactored (kips) Dead 2.78 7.01 1.27 Live 5.63 14.76 4.06 TOlal 8.41 21.76 5.33 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support at points of bearing. 3. Do not notch beams at intenor supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edibon, Part 4. Analysis is calculated using CSA -086-01 • IM SI • i a w stern a rch ri b structural WOOd Systems WESTLAM SOLVER Monday, August 22, 2005 by 530070 Alberta Ltd Version 3651 Registered User Western A chdb Bryan Jab Descnption- Striefel - L4096 File Number: Mark Number: B2 PRODUCT SELECTED Beam 5.125 x 21.000 Westlam-E Spruce -Pine at 22.320 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Beamdeflection Beam deflection (Wf) 37.03 (Mf+) 87.32 (LL) L/535 (TL) L/380 (Vr) 98.60 kips (Mr+) 97.95 kips -ft (LL) L/360 (TL) L/240 0.762 0.891 0.673 0.632 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment (+) kips -ft Wf kips -0.38 1 8.50 2 -0.54 1 8.50 2 87.32 1 9.55 2 37.03 2 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End UselOcc. Load Start End Location Starr End UDL UDL UDL POINT 200.0 200.0 170.0 170.0 60.0 60.0 1.495.0 425.0 425.0 150.0 150.0 3,738.0 530.0 530.0 0.000 17.000 0.000 11.300 11.300 17.000 11.300 NOTE. Start and end are referenced from left end of beam diagram. Po nt loads are in lbs. others in Ibs/ft SPANS, REACTIONS, and BEARING 17 Factored (kips) 0 17 ft Dead 4.66 4.76 Live 13.66 13.95 Total 18.33 18.70 Bearing (in) 4.6 4.7 Unfactored (kips) Dead 3.73 3.81 Live 9.11 9.30 Total 12.84 13.10 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Consinuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product 2. Provide lateral support at pants of bearing. 3. Do not notch beams at rntenor supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA -066-01. * MI I a w stern archrib structuralwood systems WESTLAM SOLVER Monday, August 22, 2005 by 530070 Alberta Ltd Version 3651 Registered User. Western Archdb Bryan Job Description. Striefel - L4096 He Number- umberstructural Mark Nurnber. B3 PRODUCT SELECTED Beam 5.125 x 19.500 Westlam-E Spruce-Pine at 20.726 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Beam deflection Beam deflection (Wf) 34.89 (Mf+) 70.36 (LL) L/556 (TL) L/366 (Vr) 45.23 kips (Mr+) 85.16 kips-ft (LL) L/360 (TL) L/240 0.771 0.826 0.648 0.656 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflecbon (TL) in Moment (+) kips-ft Wf kips -0.37 1 8.50 2 -0.56 1 8.50 2 70.36 1 9.72 2 34.89 2 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End UselOcc. Load Start End Location Start End UDL UDL UDL UDL POINT 100.0 100.0 200.0 200.0 60.0 60.0 170.0 170.0 1.495.0 150.0 150.0 425.0 425.0 3,738.0 530.0 530.0 0.000 17.000 0.000 17.000 0.000 13.400 13.400 17.000 13.400 NOTE Start and end are referenced fram left end of beam diagram Point loads are in lbs, others in lbs/ft SPANS, REACTIONS, and BEARING 17 Factored (kips) 0 7 0 Dead 4.49 5.96 Live 10.02 14.42 Total 14.51 20.38 Bearing (in) 3.7 5.1 Unfactored (kips) Dead 3.60 4.77 Live 6.68 9.61 Total 10.27 14.38 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None 1 Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support at points of bearing. 3. Do not notch beams at interior supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA-086-01. lag ' a w i a w stern archrib structural wood systems WESTLAM SOLVER Monday, August 22, 2005 Dy 530070 Alberta LId Verson 3651 Registered User Western Archnb Bryan Jcb Description. Striefel - L4096 File Num tier: Mark Number B5 PRODUCT SELECTED Beam 2 ply 1.563 x 9.500 WSL Spruce-Pine at 6.222 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Factored moment Beam deflection Beam deflection (Wf) 15.97 (Mf+) 5.68 (Mf-) 5.55 (LL) L/785 (TL) L/574 (Vr) 51.23 kips (Mr+) 12.65 kips-ft (Mr-) 10.46 kips-ft (LL) L/360 (TL) L/240 0.312 0.449 0.531 0.459 0.418 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment (+) kips-ft Moment(-)kips-ft Wf kips -0.17 1 5.65 6 -0.24 1 5.65 6 5.68 1 4.73 6 -5.55 1 11.30 2 15.97 8 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End UseiOcc. Load Start End Location Start End UDL 001. 100.0 100.0 120.0 120.0 250.0 250.0 300.0 300.0 0.000 26.900 26.900 30.700 NOTE Start and end am referenced from left end of beam diagram Pant loads are in lbs; others in lbs/ft SPANS, REACTIONS, and BEARING A. '' 11.3 ',' 9.8 9.6 Factored (kips) 0 11.3 21.1 30.7 Dead 0.61 1.58 1.39 0.59 Live 1.79 4.64 4.20 1.77 Total 2.40 6.23 5.59 2.36 Beanng(1n) 1.1 2.8 2.5 1.1 Unfactored (kips) Dead 0.49 1.27 1.11 0.47 Live 1.20 3.10 2.80 1.18 Total 1.68 4.36 3.91 1.65 ft BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (In) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support at points of bearing. 3. Do not notch beams at interior supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA-086-01. 5. Loads must be applied to the top edge and across the full width of all plies in the beam. For WSL depths up to 301-mm (11-7/8 in) fasten individual plies together with a minimum of 2 rows of 89-mm (3.5 in) long common nails. For 356-mm (14 in) deep WSL, use 3 rows of 89-mm long cornrttarl nails. Space nails at 305-mm (12 in) o:. in each row. 6 For loads hung off the side of the beam, contact Western Archrib for member capacities and fastening requirements. 7. Do not use these results for floor Joists designed in accordance with Part 9 of the NBCC. Vibration requirements are not checked ism • i a w stern archnb structural wood systems WESTLAM SOLVER Monday, August 22, 2005 by 530070 Alpena Lel Version3651 Registered User Western Archrib Bryan Job Descnption. Stnefel - L4096 File Number Mark Number B6 PRODUCT SELECTED Beam 2 ply 1.563 x 9.500 WSL Spruce -Pine at 6.222 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Factored moment Beam deflection Beam deflection (Wf) 10.51 (Mf+) 3.99 (Mf-) 5.71 (LL) negligible (TL) negligible (Vr) 35.48 kips (Mr+) 12.65 kips -ft (Mr-) 12.65 kips -ft 0.296 0.316 0.452 Max Deflection Magnitude Span Location Load Case Beam Deflection (LL)in Beam Deflection (TL) in Moment (+) kips -ft Moment( -)kips -ft Wf kips -0.07 1 4.50 2 -0 10 1 4.50 2 3.99 1 3.63 2 -5.71 1 9.00 4 10.51 4 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End Use/Occ. Load Start End Location Start End UDL 120.0 120.0 300.0 300.0 0.000 17.300 NOTE Start and end are referenced from left end d beam diagram. Pont loads are in lbs, others in Ibs/ft SPANS, REACTIONS, and BEARING 1 4' 9 8.3 Factored (kips) 0 9 17.3 ft Dead 0.55 1.71 0.48 Live 1.66 4.87 1.50 Total 2.20 6.58 1.98 Beanng On) 1.0 3.0 0.9 Unfactored (kips) Dead 0.44 1.37 0.38 Live 1.11 3.25 1.00 Total 1.54 4.61 1.38 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Condition Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support al points of bearing. 3. Do not notch beams at interior supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA -086-01. 5. Loads must be applied to the top edge and across the full width of all plies in the beam For WSL depths up to 301 -mm (11-7/8 in) fasten individual plies together with a minimum of 2 rows of 89 -mm (3.5 in) long common nails. For 356 -mm (14 in) deep WSL, use 3 rows of 89 -mm long common nails. Space nails at 305 -mm (12 in) o.c. in each row. 6. For loads hung off the side of the beam, contact Westem Archnb for member capacities and fastening requirements 7. Do not use these results for floor joists designed in accordance with Part 9 of the NBCC. Vibration requirements are not checked. • imiorm Es m a westernarchrib structural wood systems WESTLAM SOLVER Monday. August 22, 2005 ny 530070 rubella Ltd Version 3651 Registered User. Western AmhnbBryan Job Description Striefel - L4096 File Number Mark Number. B7+8 PRODUCT SELECTED Beam 5.125 x 14.000 Westlam-JC Spruce-Pine at 14.936 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Factored moment Beam deflection Beam deflection (Wf) 46.30 (Mf+) 38.45 (Mf-) 42.91 (LL) L/521 (TL) L/352 (Vr) 50.48 kips (Mr+) 45.86 kips-ft (Mr-) 45.50 kips-ft (LL) L/360 (TL) L/240 0.917 0.838 0.943 0.691 0.682 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment(+)kips-ft Moment(-)kips-ft Wf kips -0.33 1 7.25 2 -0.49 1 7.25 2 38.45 1 5.95 2 -42.91 1 14.50 4 46.30 4 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End Use/Occ. Load Start End Location Start End UDL UDL UDL 280.0 280.0 100.0 100.0 120.0 120.0 700.0 700.0 320.0 320.0 0.000 21.300 0.000 21.300 0.000 21.300 NOTE Start and end are referenced from left end of beam diagram. Pant loads are in lbs; others in lbs/ft SPANS, REACTIONS, and BEARING 68 14.5 Factored (kips) 0 14.5 21.3 ft Dead 3.79 9.60 0.32 Live 9.14 22.82 3.40 Total 12.93 32.42 3.72 Uplift 2.17 Bearing (In) 3.3 8. 2 0.9 Unfactored (kips) Dead 3.03 7.68 0.25 Live 6.09 15.21 2.27 Total 9.13 22.89 2.52 Uplift 1.34 Column Dimension (in) BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width beanng for the selected product 2. Provide lateral support at pants of bearing. 3. Do not notch beams at interior supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA-086-01. • am a s iIlla w stern a rchrib structural wood systems WESTLAM SOLVER Monday, August 22. 2005 by 530070 Alberta Ltd Version 3651 Registered User Western Archnb Bryan Job Description. Stnefel - L4096 File Number Mark Number. B9 PRODUCT CHECKED Beam 5.125 x 11.875 Westlam-IJC Spruce-Pine at 12.629 Ibslft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Beam deflection Beamdeflection Mf) 5.12 (Mf+) 13.88 (LL) L/691 (TL) L/320 (Vr) 29.97 kips (Mr+) 32.34 kips-ft (LL) L/360 (TL) L/240 0.171 0.429 0.521 0.749 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment (+) kips-ft Wfkips -0.38 1 10.85 2 -0.81 1 10.85 2 13.88 1 10.85 2 5.12 2 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End Use/Occ. Load Start End Location Start End UDL 80.0 80.0 80.0 80.0 0.00] 21.700 NOTE Start and end are referenced from left end of beam diagram. Point loads are in lbs; others in Ibs/ft SPANS, REACTIONS, and BEARING • 21.7 Factored (kips) 0 21.7 Dead 1.26 1.26 Live 1.30 1.30 Total 2.56 2.56 Bearing (in) 0.7 0.7 Unfactored (kips) Dead 1.01 1.01 Live 0.87 0.87 Total 1.87 1.87 ft BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support at points of bearing. 3. Do not notch beams at interior supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition. Part 4. Analysis is calculated using CSA-086-01. sm • a mi `a w stern a reit ri b structuralwood systems WESTLAM SOLVER Monday, August 22, 2005 by 530070 Alberta Ltd Version 3651 Registered User. Western Archnb Bryan Job Description: Striefel - L4096 File Number-- umberstructural Mark Number B10 PRODUCT SELECTED Beam 2 ply 1.563 x 14.000 WSL Spruce-Pine at 9.192 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Beam deflection Beam deflection (Wf) 15.16 (Mf+) 24.07 (LL) L/531 (TL) L/331 Nr) 29.77 kips (Mr+) 27.59 kips-ft (LL) L/360 (TL) L/240 0.509 0.872 0.678 0.725 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment (+) kips-ft Wf kips -0.29 1 6.35 2 -0.46 1 6.35 2 24.07 1 6.35 2 15.16 2 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End Use!Occ. Load Start End Location Start End UDL UDL UDL 140.0 140.0 70.0 70.0 100.0 100.0 350.0 350.0 180.0 180.0 0.000 12.700 0.000 12.700 0.000 12.700 NOTE Start and end are referenced from left end of beam diagram Point loads are in lbs. others in Ibs/ft SPANS, REACTIONS, and BEARING • 12.7 Factored (kips) 12.7 ft Dead 2 53 2.53 Live 5 05 5.05 Total 7 58 7.58 Bearing (in) 3.4 3.4 Unfactored (kips) Dead 2 03 2.03 Live 3 37 3.37 Total 5 39 5.39 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (In) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support at points of bearing. 3 Do not notch beams at interior supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA-086-01. 5. Loads must be applied to the top edge and across the full width of all plies in the beam. For WSL depths up to 301-mm (11-7/8 in) fasten individual plies together with a minimum of 2 rows of 89-mm (3.5 in) long common nails. For 356-mm (14 in) deep WSL, use 3 rows of 89-mm long common nails. Space nails at 305-mm (12 in) o.c. in each row. 6. For loads hung off the side of the beam, contact Western Archnb for member capacities and fastening requirements 7. Do not use these results for floor Joists designed in accordance with Part 9 of the NBCC. Vibration requirements are not checked. • im a - `=1 w stern archrib structural wood systems WESTLAM SOLVER Mceday, August 22, 2005 by 530070 Albada Ltd Version 3651 Registered User Western Archrib Bryan Jab Description. Stiefel - L4096 File Number Mark Number. B11 PRODUCT SELECTED Beam 2 ply 1.563 x 14.000 WSL Spruce-Pine at 9.192 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Beam deflection Beam deflection (Wf) 9.59 (Mf+) 17.39 (LL) L/581 (IL) L/407 (Vr) 29.06 kips (Mr+) 27.59 kips-ft (LL) 1/360 (TL) L/240 0.330 0.630 0.619 0.590 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment (+) kips-ft Wf kips -0.30 1 7.25 2 -0.43 1 7.25 2 17.39 1 7.25 2 9.59 2 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End UselOcc. Load Start End Location Start End UDL 130.0 130.0 325.0 325.0 0.000 14.500 NOTE Start and end are referenced from left end d beam diagram Point loads are in lbs; others in lbs/ft SPANS, REACTIONS, and BEARING 14.5 Factored (kips) laws ft Dead 1 26 1.26 Live 3 53 3.53 Total 4 80 4.80 Bearing (in) 2.2 2. 2 Unfactored (kips) Dead 1.01 1.01 Live 2.36 2.36 Total 3.37 3.37 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Condition Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support at points of bearing. 3. Do not notch beams at interior supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA-086-01. 5. Loads must be applied to the top edge and across the full width of all plies in the beam. For WSL depths up to 301-mm (11-7/8 in) fasten individual plies together with a minimum of 2 rows of 89-mm (3.5 in) long common nails. For 356-mm (14 in) deep WSL, use 3 rows of 89-mm long common nails. Space nails at 305-mm (12 in) o.c. in each row. 6. For loads hung off the side of the beam, contact Western Archrib for member capacities and fastening requirements. 7. Do not use these results fa floor joists designed in accordance with Part 9 of the NBCC. Vibration requirements are not checked • al a m a w stern a rch n b structural wood systems WESTLAM SOLVER Monday, August 22, 2005 by 530070 Alberta Lie Version 3651 Registered User. Western Archnb Bryan Jab Description Striefel - L4096 File Number Mark Number. B13 PRODUCT SELECTED Beam 5.125 x 9.500 Westlam-IJC Spruce -Pine at 10.111 Ibslk BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Factored moment Beam deflection Beam deflection (Wf) 43.47 (Mf+) 13.50 (Mf-) 17.68 (LL) L/722 (TL) L/506 (Vr) 56.58 kips (Mr+) 21.95 kips -ft (Mr-) 21.95 kips -ft (LL) L/360 (TL) 0/240 0.768 0.615 0.805 0 498 0.474 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment (+) kips -ft Moment( -)kips -ft Wf kips -0.15 3 18.10 6 -0.21 3 18 . 10 6 13.50 3 18. B0 6 -17.68 2 13.70 7 43.47 7 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End UselOcc. Load Start End Location Start End UDL TRAP UDL UDL TRAP TRAP POINT 160.0 160.0 145.0 160.0 100.0 100.0 140.0 140.0 110.0 40.0 140.0 40.0 400.0 350.0 350.0 275.0 100.0 350.0 100.0 2,050.0 420.0 420.0 380.0 420.0 4.300 22.500 0.000 4.300 0.000 22.500 0.000 22.500 0.000 11.000 11.000 22.500 11.000 NOTE Start and end are referenced from left end of beam diagram. Point loads are in lbs, others in lbs/ft SPANS, REACTIONS, and BEARING 1 • --- 6.5 '' 7.2 8.8 Factored (kips) 0 6.5 13.7 22.5 ft Dead 1.62 4.44 6.19 2.07 Live 4.27 12.62 16.62 5.13 Total 5.09 17.06 22.81 7.20 Beanng (in) 1.5 4.3 5.0 1.8 Unfactored (kips) Dead 1.29 3.55 4.95 1.66 Live 2.85 8.41 11.08 3.42 Total 4.14 11.97 16.03 5.08 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support at points of bearing. 3. Do not notch beams at inlenor supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA -086-01. • a m `a w stern archrib structural wood systems WESTLAM SOLVER Monday, August 22. 2005 by 530070 Aibena LW Verson365' Registered User Western Archnb Bryan Job Descnption. Striefel - L4096 File Number. Mark Number B14 PRODUCT SELECTED Beam 2 ply 1.563 x 9.500 WSL Spruce -Pine at 6.222 Ibslft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored bads Factored moment Factored moment Beam deflection Beam deflection (Wf) 27.53 (Mf+) 5.60 (Mf-) 6.86 (LL) L/883 (TL) L/639 (Vr) 75.36 kips (Mr+) 12.65 kips -ft (Mr-) 12.34 kips -ft (LL) L/360 (TL) L/240 0.365 0.443 0.556 0.409 0.375 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment (+) kips -ft Moment(-) kips -ft Wf bps -0.14 1 5.10 22 -0.19 1 5.10 22 5.60 1 4.29 22 -6.86 3 27.70 14 27.53 32 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End UselOcc. Load Start End Location Start End UDL 120.0 120.0 300.0 300.0 0.000 45.300 NOTE Start and end are referenced from left end of beam diagram. Po nt bads are in lbs; others in lbs/ft SPANS, REACTIONS, and BEARING a 10.2 7.2 10.3 11 6.6 Factored (kips) 10.2 17.4 27.7 38.7 45.3 ft Dead 0 66 1.60 1.21 1.80 1.54 0.33 Live 1 95 4.84 4.07 5.30 4.62 1.19 Total 2 61 6.44 5.29 7.10 6.16 1.52 Beanng(in) .2 2.9 2.4 3.2 2.8 0.7 Unfactored (kips) Dead 0 53 1.28 0.97 1.44 1.23 0.26 Live 1 30 3.23 2.72 3.53 3.08 0.80 Total 1 83 4.51 3.69 4.98 4.31 1.06 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions cry DESIGN NOTES 1. Bearing lengths sham assume full width bearing for the selected product. 2. Provide lateral support at points of bearing. 3. Do not notch beams at interior supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition. Part 4. Analysis is calculated using CSA -086-01. 5. Loads must be applied to the top edge and across the full width of all plies in the beam. For. WSL depths up to 301 -mm (11-7/8 in) fasten individual plies together with a minimum of 2 rows of 89-rnm (3.5 in) long common nails. For 356 -mm (14 in) deep WSL, use 3 rows of 89 -mm long common nails. Space nails at 305 -mm (12 in) o c. in each row. 6. For loads hung off the side of the beam. contact Western Archnb for member capacities and fastening requirements 7. Do not use these results fa floor Joists designed in accordance with Part 9 of the NBCC. Vibration requirements are not checked. Km li `a w stern a rch ri b structural wood systems WESTLAM SOLVER Monday, August 22.2005 by 530070 Alberta Ltd Version 3651 Registered User. Western Archrib Bryan Job Description: Stnefel- L4096 File Number: Mark Number. B15 PRODUCT SELECTED Beam 5.125 x 15.000 Westlam-E Spruce -Pine at 15.943 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Beam deflection Beam deflection (Wf) 12.39 (Mf+) 33.62 (LL) L/398 (TL) L/278 (Vr) 37.48 kips (Mr+) 51.88 kips -ft (LL) 1./360 (TL) L/240 0.331 0.648 0.906 0.869 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment (+) kips -ft Wf kips -0.66 1 10.85 2 -0.94 1 10.85 2 33.62 1 10.85 2 12.39 2 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End UselOcc. Load Start End Location Start End UDL 105.0 105.0 280.0 280.0 0.003 21.700 NOTE Start and end are referenced from left end of beam diagram. Point loads are in lbs. others in Ibstft SPANS, REACTIONS, and BEARING 21.1 Factored (kips) 0 21.7 ft Dead 1.64 1.64 Live 4.56 4.56 Total 6.20 6.20 Bearing (in) 1.6 1.6 Unfactored (kips) Dead 1.31 1.31 Live 3.04 3.04 Total 4.35 4.35 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing fa the selected product 2. Provide lateral support at points of bearing. 3. Do not notch beams at intens supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA -086-01. • a m a w stern a rch ri b structural wood systems WESTLAM SOLVER Monday. August 22. 2005 by 530070 Alberta LW vervan 3651 Registered User: Western Archrib Bryan Jab Descnption Striefel- L4096 File Number Mark Number B21 PRODUCT CHECKED Beam 5.125 x 24.000 Westlam-E Spruce-Pine at 25.509 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored bads Factored moment Factored moment Beam deflection Beam deflection (Wt) 73.98 (Mf+) 79.07 (Mf-) 83.57 (LL) L/927 (TL) L/679 (Vr) 87.79 kips (Mr+) 126.06 kips-ft (Mr-) 94.54 kips-ft (LL) L/360 (TL) L/240 0.843 0.627 0.884 0.388 0.353 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Moment(+)kips-ft Moment(-)kips-ft Wf kips -0.25 1 9.80 6 -0.35 1 9.80 6 79.07 1 9.20 6 -83.57 2 19.60 4 73.98 4 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End Use/Occ. Load Start End Location Start End UDL UDL UDL UDL TRAP UDL UDL POINT POINT POINT POINT 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 20.0 20.0 20.0 20.0 20.0 1,680.0 1,680.0 1,680.0 1,680.0 350.0 350.0 350.0 350.0 350.0 350.0 350.0 350.0 350.0 50.0 50.0 50.0 50.0 50.0 4,200.0 4.200.0 4,200.0 4,200.0 0.003 9.200 0.003 13.500 29.400 41.900 33.703 50.000 41.903 50.000 9.203 29.400 13.503 33.700 9.203 13.503 29.403 33.703 NOTE Start and end are referenced from left end of beam diagram Pant loads are in lbs, others in lbs/ft SPANS, REACTIONS, and BEARING a-10 19.6 'a' 20 4 Factored (kips) 0 19.6 39.6 50 ft Dead 3.84 8.93 7.60 0.46 Love 11.34 24.75 23.24 3.03 Total 15.18 33.68 30.84 3.49 Uplift 1.08 Beanng(in) 3.8 8.5 7.8 0.9 Unfactored (kips) Dead 3.07 7.14 6.08 0.37 Live 7.56 16.50 15.50 2.02 Total 10.64 23.64 21.58 2.39 Uplift 0.56 BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths sham assume full vridth bearing for the selected product. 2. Provide lateral support at points of bearing. 3. Do not notch beams at intenor supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA -086-01. aii • a w stern a rchnb structural wood systems WESTLAM SOLVER Monday, August 22, 2005 0 530070 Alberta Lid Version 3651 Registered User Western Archnb Bryan Job Description: Striefel- L4096 File Number Mark Nwnber: B23 PRODUCT CHECKED Beam 5.125 x 22.500 Westlam-E Spruce-Pine at 23.915 lbs./ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Beam deflection Beam deflection (Wt) 34.76 (Mf+) 95.60 (LL) L/466 (TL) L/326 (Vr) 52.13 kips (Mr+) 111.59 kips-ft (LL) L/360 (TL) L/240 0.667 0.857 0.772 0.737 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) in Mament (+) kips-ft Wf kips -0.57 1 11.00 2 -0.81 1 11.00 2 95.60 1 11.00 2 34.76 2 SPECIFIED LOADS APPLIED Type Dead Load Starr End Snow Load Start End UseiOcc. Load Start End Location Start End UDL 310.0 310.0 775.0 775.0 0.000 22.000 NOTE- Start and end are referenced from left end of beam diagram Pant loads are in lbs. others in lbs/ft SPANS, REACTIONS, and BEARING 22 Factored (kips) 0 22 Dead 4.59 4.59 Live 12.79 12.79 Total 17.38 17.38 Uplift Beanng (in) 4.4 4.4 Unfactored (kips) Dead 3.67 3.67 Live 8.53 8.52 Total 12.20 12.20 Uplift ft BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Contartuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support at points of beanng. 3. Do not notch beams at interior supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA-086-01. a\ 'miff s a w stern archrib structural wood systems WESTLAM SOLVER Monday, August 22.2005 by 530070 Mows Ltd version 3 651 Registered User Western Archdb Bryan Job Descnption. Striefel - L4096 File Number Mark Number B24 PRODUCT SELECTED Beam 5.125 x 14.000 Westlam-IJC Spruce -Pine at 14.936 lbs/ft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored mordent Beam deflection Beam deflection (WO 18.80 (Mf+) 38.81 (LL) L/547 (TL) L/369 (Vr) 34.28 kips (Mr+) 45.86 kips -ft (LL) L/360 (TL) L/240 0.548 0.846 0.658 0.650 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection (TL) m Moment (+) kips -ft Wf kips -0.27 1 6.25 2 -0.41 1 6.25 2 38.81 1 4.70 2 18.80 2 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow load Start End UselOcc. Load Start End Location Start End POINT UDL UDL UDL UDL 1,260.0 40.0 40.0 190.0 190.0 100.0 100.0 15.0 15.0 4.060.0 100.0 100.0 475.0 475.0 40.0 40.0 4.700 0.00) 4.700 4.701 12.500 0.000 12.500 0.000 12.500 NOTE Startand end are referenced from left end of beam diagram Pont loads are in lbs. others in Ibsrft SPANS, REACTIONS, and BEARING 12.5 Factored (Kips) 0 12.5 ft Dead 2.77 2.93 Live 6.48 6.62 Total 9.25 9.55 Uplift Bearing On) 2.3 2.4 Unfactored (kips) Dead 2.21 2.34 Live 4.32 4.41 Total 6.53 6.75 Uplift BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product. 2. Provide lateral support at points of bearing. 3. Do not notch beams at intenor supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA -086-01. ' _ `a w stern archrib structural wood systems WESTLAM SOLVER Monday. August 22. 2005 by 530070 Alpena Ltd Version 3651 Registered User. Western Arehnb Bryan Job Description. Striate] - L4096 File Number. Mark Nurnber B25 PRODUCT SELECTED Beam 5.125 x 14.000 Westlam-UC Spruce -Pine at 14.936 Ibsfft BEAM DESIGN SUMMARY Criterion Analysis Allowable Ratio Factored loads Factored moment Factored moment Beam deflection Beam deflection (Wf) 48.85 (Mf+) 35.55 (Mf-) 41.65 (LL) L/543 (TL) L./378 (Vr) 57.26 kips (Mr+) 45.86 kips -ft (Mr-) 45.86 kips -ft (LL) L/360 (TL) L/240 0.853 0.775 0.908 0.663 0.635 Max Deflections Magnitude Span Location Load Case Beam Deflection (LL) in Beam Deflection(TL)in Moment (+) kips -ft Moment( -)kips -ft Wf kips -0.32 1 7.15 2 -0.45 1 7.15 2 35.55 1 5.97 2 -41.65 2 14.30 4 48.85 4 SPECIFIED LOADS APPLIED Type Dead Load Start End Snow Load Start End Use!Occ. Load Start End Location Start End UDL UDL UDL UDL UDL 260.0 260.0 160.0 160.0 105.0 105.0 160.0 160.0 100.0 100.0 650.0 650.0 400.0 400.0 280.0 280.0 420.0 420.0 0.00) 14.500 14.50) 26.500 0.00) 14.000 14.00) 26.500 0.00) 14.500 NOTE Start and end are referenced Iron left end of beam diagram Point loads are in lbs; others in lbs/ft SPANS, REACTIONS, and BEARING A 14.3 12.2 Factored (kips) 0 14.3 26.5 ft Dead 3.46 8.72 1.58 Live 8.45 22.14 6.09 Total 11.91 30.85 7.67 Uplift Bearing (in) 3.0 7.8 1.9 Unfactored (kips) Dead 2.77 6.97 1.26 Live 5.63 14.76 4.06 Total 8.40 21.73 5.32 Uplift BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Lateral Support Top Bottom Continuous None Notches (in) Location End Depth d-dn Length (e) None Load Sharing No Chemical Treatment None Service Conditions Dry DESIGN NOTES 1. Bearing lengths shorn assume full width bearing for the selected product. 2. Provide lateral support at points of beanng. 3. Do not notch beams at interior supports or at supports under cantilevers. 4. Loading is based on NBC 1995 Edition, Part 4. Analysis is calculated using CSA -066-01. O c O • O U rn c a (1)N O *' O N CD C a O Ori d c O oa 1 M a N N o a� 0 Job located Job located at Permit No. d d � i d — c c o "ii .a le V i O i V O 1.0 C O r d w Od 0. M C O c > 03 CS fl a ijij'J -ay \ V m o _ h 2 tL O Permit No. to 4 ei d o m a m N m O y n a O1 To c c Eo c .T o c a ` c 15 ` 6 L u To— o > u d o ,a u o dr d N t� E d ma d r o .0 F.'0 d > N .c kl 6. N O ao >, c 0 r a o l ua Ls to am .c c o El m c 7 y a, v c o r o 3 0 m' a u m a toc c m .0 4, 0 u OOI o c N> a, > a o m u arm .c o m ya t. L 4- O .0 43 Lc d A vi 0 0 v co 0 r 0 u d a c C 15 U ai R E N d a ea rc O u d 0 U ui d .c 3 0 Building Inspector Phone (970) 945.8212 No. 97-n? Li? Job Ad. Owner f% . ' �/i . f Address Contractor - � ' fe / Addres 5/e acks:: F o t _ __ Rear RH LH LL.) Sl — `J INSPECTIONS Et]✓ Assessor's Parcel Noa3 C/3 y -a/ OD' BUILD NPEEgJM,-IT�CARD �--�cY f to /D t Soils Test - Footing / -13 Foundation / %-z/-OrT?� Grout • Underground Plumbing /Z -e -O Rough Plumbing / -Z/w61% Framing 3 /-DG7/- Insulation Nn'i53-3'-o6TjA - c/ _(0 'OOP" - Roofing Drywall t/254 -n.s SA -c29/74( /74( / V-17-04Gas Piping 3 -Z1'BUZi- Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) �/It Final fi 7-O /Checkli Certificate Occupanc� # Date X-�%'O!e Septic System # Date Final Pho- Phon= #_P- _a(a Zoning $-1-o C 8f= m plated 9 Other NOTES (continue on back) INSPECTION WILL NOT BE MADE UNLESS I THIS CARD IS POSTED ON THE JOB 24NOU0.5 NOTICE REQUIRED FORINSYCCTONS HOURS NOTICE REQUIRED INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date bsued.i.Waria.Zoned Area Permit No i7011 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; constructidh 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 Address orDescntion . • Owner Contractor Setbacks Front Side Side Rear 41 This Card Most Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing i /- i° -°5S 4s. Driveway Nit Foundation // _Z/_ orr Underground Plumbing /2 -Z -,2s71-- Insulation 4 Co -OH Rough Plumbing _ z"—o G 7-4, Drywall t(/f/.r+iu S/-VO67t Chimney & Vent Electric Final (by Saspectorltj�0 . 6C -- Gas Piping 3—Z/—o,7% /y Final S ti- oca'- Electric Rough (By State Inspector ' ^^^111 Septic Final 4/47 Framing 3 -?4-o &/t 1 (To include Roof in place and Windows and Doors installed). Notes: raieri Lr O des-, 9y8— 6 9'rd9W-3.2 C 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 APPROVED°° NOT DESTROY THIS CARD Da B IF PLACED OUTBID OVER WITH CLEAR PLASTIC