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Home My WebLink AboutApplication- PermitNo. 8090 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address rYiC? €J LJFL i 7 FAQ 00 b t o S C1 C Nature of Work Bantling Permit Use of BuildinTRE {l l l S Lt�E=LL1 L�C�Rom F tRE ww; C owner gigok.)liffJoni Contractor -BE Lro iZ Amount of Peanut$ zu O to .9 tv Date 979 . -7 F//31° I n�� GARFIELD COUNTY BUILDING PERMIT APPLICATION TELEPHONE: (970) 945-8212 GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO PERMIT NO. go ! d INSPECTION LINE: (970)384 5003 PARCEL/SCHEDULE NO. JOB ADDRESS: (g (� e-, C o w L-, 4,V 1= C . S - CO M o / LOT NO. / / F- 13 5 BLOCK NO. SUBDIVISION/EXEMPTION W E S 7 gei -/ / 4i ✓ ur iC c A/ 2 OWNER / Aa,4., /6,,., %IRNA/h/ 6-4556 CONERACTOR 13e ! / Dr- _jjj �'yiC AT-- ADDRESS G,/a..wou�, ca Fs ive,1ci.,�.r,r/z..,�vc ��R®i�01 ADD" AV of,x / V? V-� " e� 3` �z��`i�7 �Q� viF I ! - / Y1i2 WxPH: �/0 ?S/ LIC. NO: 3 4 --,-ADDRESS `/Z �(�h V f 1/, 4),......„,,, SZ 7 f 1. 170-1_, 902)!° T. 3Q5-333-5201 PTO LICND: 35�Z ////�� /n�nn 6 4,20,,,r. ARCHnI�� //f 5 SQ.Fr. OFBUBDING 3 5 V _F+ 7- o SQ. FI: OF LOT ✓, [ 3 S✓!'o f4 2 l Fnuoir 2_s- I NO. OF FLOORS a 6 ESE OF BUILDING 7 DESCRIBE WORK: ! ` ✓ a 71 ki, ,U e.✓LC '/-7-07,--, Q7Y! L h M G7J/J �7 ,~_ ` pa -0- CLASS OF WORK: ��' ADDITION 1ERA ION OMOVE _ CI REMOVE 9 ,WAGE: °SINGLE AMBLE CARPORT. =NOTE`O/DOUBLE` (( " ^ to n DRIVEWAY PERMIT am SHE SEWAGE DISPOSAL (SIC) SIEPLAN VALUATION OF WORK: S 2$ D D O( AD,USIID VALUATION.3 4,2a3 ,,,,,.., / 4.0. SPEGIALCQNDTIIONS: y / /I ]'� c 04f -t -g-14_70 ! 'L41'_.1' 6, t� J /S� I.� c".....)43, ,..2,`� t Uy // ' - 4 - 7f,N NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OP COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WffH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING C NSTRUCTION OR THE PERFORMANCE OF CONS GTI N. / Lti Date �� Z 0/Sign PLAN CHECK FEE: q /7/ PERMIT FEE: /5D Te TOTAL FRE: DATE PERMIT ISSUED: VCS l0 ,g6 OCC: GROUP:.,.,CONST: TYPE: I, ".r f/ °—'i V Ar ZONING SETBACKS: ID Correct/ G// Owner, or or authorized eta having read and understood 4: otice e.fer-C, r f 3 at M. HOME: ANi3 Isn FEE: POk 4 3b �� B ' ding . A ate Planning 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 ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH AIL 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 COMPLIED wrni IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT 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 FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTIB;R ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY W1THTHE ARCHITECT, DESIGNER, BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CON VATIVE. AND IN SUPPORT OF THE OWNERS INTEREST. Garfoimoo3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. ONITIAL) �� ` /7 131 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. A complete bathroom, 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 1994 UBC 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. 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 occupant ,use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Wci Signature bpcont Date q-/2 / #41 dfro4H.0 OAR), i cam. g a�S 4/a•ob la 02R3)x,c. /s0/. 2.5 19.1/ b ' 94 Coc cOf( FAY ENGINEERING CORP. 5201 E. 48TH AVE. / DENVER. CO 90218 / (3033 333-5209 Mr. David Lancaster Allied Insurance 3 820 109th Street, Dept. 5576 Des Moines, Iowa 50391-5576 SUBJECT: REFERENCE: Dear Mr. Lancaster: August 10, 2001 Structural Fire Repair 88 Meadow Lane Glenwood Springs, Colorado Our File Number: 01-232 Pursuant to a request by the Glenwood Springs Building Department, we have been asked to address whether the subject residence's foundation system was damaged as a result of the fire. Based on our June 11, 2001 site visit and information gained from subsequent foundation exploratory holes, the foundation did not experience damage from the fire. CC If there are questions or if we can be of further service, please call. Sincerely, FAY ENGINEERING CORP. a°��p��0 SEG/ST w ," 23572 ate. Carl F. Mangone, M.S.,!P. ..-0 .. e 'S -p.uigi ,Ai G f 1 E Mr. Michael Unell Belfor P.O. Box 4242 Eagle, Colorado 81631 4,A 1 W Psritso- GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MNMUM 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because 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. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. 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. 1 January 1, 1999 PIans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. 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, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1. Is a site plan included that indicates the distances of the proposed building or addition to property li s, other buildings, setback easements and utility easements? Yes 2. Does the site plan include the location of the 1. S.D.S. (individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water courses? Yes 3. Does the site plan indicate the location and direction of the County or private road accessing the propert Yes 4. Do. the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 5. 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 Ail 2 16. 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 saf y glazing for these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 18. 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 19. 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectuu al committee deny or reject your building plans? Yes No 20. Will this be1the only residential structure on the parcel? Yes J No If no -Explain: 21. Have tw'(2) complete sets of construction drawings been submitted with the application? Yes 22. Do you u derstand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 23. Have you d signed or had this plan designed while considering building and other constructio code requirements? Yes No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection,by the Garfield County Building Department? Yes 'i No 25. Do you and rstand that approval for design and/or construction changes are required prior to the applica on of these changes? Yes \ No 4 Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces's 71,1 soffits? Yes 7. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof constructionx Yes ��// 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 10. Does the building section drawing or other detail include the method ofpositive connection of all columns a9d beams? Yes 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing gra e contours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Pjase II certifications or phase II EPA certification? Yes No 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building,Code Chapter 37? Yes No \/ 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? / Yes No 15. Does the plan include a window schedule or other verification that windows provide natural light and ve tilation for all habitable rooms? Yes No 3 26. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School Im act" or "Septic System" fees required, at the time you pick up your building permit? Yes No 27. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your one (1) day. Inspections are to be called in to 384-5003. Yes No 28. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy d occupancy of the building? Yes No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project mplying with the Uniform Building Code? Yes J No 30. Are you aware that prior to issuance of a building permit 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 No 31. 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 ork? The license number of the person performing the work will be required at time of appI cable inspection. Yes No 32. 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 issuance of a building p t? Your attention in this is appreciated. Yes No 5 I hereby acknowledge that I have read, understand and answered these questions to the bes of my bility 9-/Z 2 0/ signature date Phone: 3 l Q—/93 V (days); 3 2 f D/ %‘ Project Name: li�%r r J T/'vC 7/2/ v' /c1 Project Address: 'AV Al L4 /vE Notes: (evenings) 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. bpminreq 8/00 6 BELFOR (0) To: Garfield County Building and Planning I09 8th Street, Suite 303 Glenwood Springs, CO 81601 From: Warren Hancock, Superintendent Belfor Cell Phone: 970-390-1034 Office Phone: 970-949-9490 P.O. Box 4242 Eagle, CO 81631 Subject: Truss Engineering Report # 1 Hannah Residence 88 Meadow Lane Permit # : 8090 Dear Building and Planning: Date: 9/14/01 SEP 142 A copy of the engineering report for the roof trusses at the Hannah residence is attached. 1 am submitting this report to fulfill our obligation to provide this information prior to rough framing inspection. Attachment: Truss Engineering Report #1 Thank a.. Warren Hancock Superintendent --- Belfor BELFOR-RMCAT P.O. Box 4242 Eagle, CO 81631 970.949.9490 888.949.9490 Fax: 970.949.9491 Denver • Colorado Springs • Ft. Collins • Vail 8616, ' ru a. Truss • nc., "E'W CASTLE, C0,111 -2-0-0 3-9-0 — I 9 A 2-0-0 3-9-0 9-4-8 3x8 D 5-7-8 3x4 15-0-0 5-7-8 5.002 4x6 F ty [Ply 11 (optional) $ u 011-MiTekndustnes, lric. 19 20-7-8 26-3-0 5-7-8 3x4 4x6 Mon Aug 20 10:00:072001 Page 1 30-0-0 , 32-0-0 5-7-8 3-9-0 2-0-0 R400321 Scale = 1:63.0 8x12 - 2x4 11 7x17.5 M1116 Q 3x8 3.00 � 3-9-0 I 9-4-8 } 15-0-0 3-9-0 5-7-8 5-7-8 a e se s , : -[DU- Ti3O=6- 7• -IL J LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 ' SPACING 2-0-0 Plates Increase 1.00 Lumber tncrease 1.00 Rep Stress lncr YES 1 Code UBCIANS195 CSI TC 0.92 BC 0.97 WB 0.94 (Matrix) 3x8 20-7-8 26-3-0 2x4 11 8x12 7x17.5 M1116 30.0.0 5-7-8 5-74 3-9-0 DEFL in (loc) Weft Vert{LL) -0.39 P >917 Vert(TL) -0.59 P >608 Horz(TL) 0.42 L rtla 1st LC LL Min i/defl = 240 PLATES MI120 M1116 Weight: 160 Ib GRIP 169/123 127/82 LUMBER TOP CHORD 2 X 6 SPF -S 1650F 1.5E BOT CHORD 2 X 6 SPF -S 1650F 1.5E WEBS 2 X 4 WW Stud *Except* G -P 2 X 4 SPF -S 2100F 1.8E, D -Q 2 X 4 SPF -S 2100F 1.8E J -O 2 X 4 SPF -S 2100F 1.8E SLIDER Left 2 X 6 SPF -S 1650E 1.5E 1-9-12, Right 2 X 6 SPF -S 1650F 1.5E 1-9-12 REACTIONS (lb/size) B=200710-5-8, L=2007/0-5-8 Max Horz B=242(load case 4) Max Uplift B=-406(load case 5), L=-406(load case 5) FORCES(Ib) - First Load Case Only TOP CHORD A -B=10, B -C=-4021, C -D=-3954, D -E=-5282, E -F=-4484, F -G=-4375, G -H=-4375, H -t=-4484, I -J=-5282, J -K=-3954, K -L=-4021, L -M=10 BOT CHORD B -R=3420, Q -R=3501, P -Q=4995, O -P=4995, N-0=3501, L -N=3420 WEBS G -P=2806, D -R=-235, E -Q=-206, I-0=-206, J -N=-235, D -Q=1461, E -P=-807, I -P=-807, J-0=1461 BRACING TOP CHORD Sheathed or 2-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 85 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from humcane oceanline, on an occupancy category1, condition 1 enclosed building, of dimensions 100 ft by 100 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. if porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are MI120 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 5) Bearing at joint(s) B, L considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 Ib uplift at joint B and 406 Ib uplift at joint L. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is bawd only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual - web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB- 89 Bracing Specification, and H1B-91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 —el ria MiTek Industries, Inc. August 20,2001 Job . Truss 861E . ' A -GAB TrusfabTric., n Truss Type DROP GAB 2X6 1.5x4 1.5x4 D 3x4 15-0-0 Qty Ply 2 •1 trona! R400322 4.201 SRI s Jut 6 2001 1 e n r us nes, no. on ' ug 20 10:00:08 20i5T 15-0-0 5.00 12 1.5x4 1.5x4 F 1E 1.5x4 11 1.5x4 I [ H !I G 4x6 = 1.5x4 J 30-0-0 1.5x4 fi K 1.5x4 II L 1.5x4 I i 1.5x4 M 1.5x4 I1 N 15-0-0 3x4 O P • o ..... ,..❖.❖.❖.-.❖..•,s•.........❖.❖.•.•.-.•.•.❖.❖.•.•:.....❖.•.❖.❖.:::. , ._..�.. ,s�..o ...:.�.:.-.o•.❖:.�.:.•...•..e .off.•.:.:.•.:._.:. 4x6 4x6 = AE AD AC AB AA Z Y X W V U T S R 2x4 I1 2x4 11 2x4 2x4 11 2x4 I 1 2x4 II 4x6 = 2x4 1€ 2x4 ! 1 2x4 11 2x4 11 2x4 2x4 I 12x4 30-0-0 30-0-0 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 4-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress !nor NO Code UBC/ANS195 CSl TC 0.21 BC 0.12 WB 0.38 (Matrix) DEFL in (loc) Vert(LL) n/a - Vert(TL) n/a - Horz(TL) 0.01 Q . 1stLCLLMin Weft =240 I/defl Iva n/a Na . PLATES MI120 age Scale =1:62.2 Weight: 135 Ib GRIP 169/123 LUMBER TOP CHORD 2 X 4 SPF -S 2100F 1.8E BOT CHORD 2 X 6 SPF -S 1650F 1.5E OTHERS 2 X 4 WW Stud • BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=333/30-0-0, X=19130-0-0, Y=393/30-0-0, Z=477130-0-0, AA=482/30-0.0, AB=476130-0-0, AC=498/30-0.0, AD=405/30-0-0, AE=693/30-0-0, W=463/30-0-0, V=486/30-0-0, U=475/30-0-0, T=499130-0-0, S=405130-0-0, R=693/30-0-0, Q=333/30-0-0 Max Horz A=-444(load case 3) Max Uplift A=-77(load case 3), Z=-101(load case 4), AA=-113(load case 5), AB=-101(load case 4), AC=-111(load case 4), AD=-79(load case 5), AE=-220(load case 4), W=-98(load case 3), V=-111(load case 5), U=-101(load case 3), T=-110(load case 3), S=-79(load case 5), R=-196(load case 3) Max Gray A=333(load case 1), X=38(load case 2), Y=393(load case 1), Z=493(load case 6), AA=482(load case 1), AB=476(load case 1), AC=499(load case 6), AD=405(load case 1), AE=699(load case 6), W=479(load case 7), V=486(load case 1), U=475(load case 1), T=499(load case 7), S=405(load case 1), R=699(load case 7), Q=333(Icad case 1) FORCES(lb) - First Load Case Only TOP CHORD A -B=-257, B -C=-69, C -D=-194, D -E=-181, E -F=-184, F -G=-183, G -H=-184, H-1=-182, I -J=-182, J -K=-184, K -L=-183, L -M=-184, M -N=-181, N-0=-194, O -P=-68, P -Q=-257 BOT CHORD A-AE=98, AD-AE=98, AC -AD =98, AB-AC=98, AA-AB=98, Z-AA=98, Y -Z=98, X -Y=98, W -X=98, V -W=98, U -V=98, T -U=98, S -T=98, R -S=98, O -R=98 WEBS 1-Y=-324, H -Z=-395, G -AA= -402, F -AB= -398, E -AC= -407, D -AD= -367, C-AE=501, J -W=-395, K -V=-402, L -U=-398, M -T=-407, N -S=-367, O -R=-501 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind bads generated by 85 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 100 ft by 100 ft with exposure C ASCE 7-93 per UBC/ANSI95If end verticals or cantilevers exist, they are exposed to wind. if porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gabie End Detail" 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint A, 101 lb uplift at joint Z, 113 Ib uplift at joint AA, 101 Ib uplift at joint AB, 111 Ib uplift at joint AC, 79 Ib uplift at joint AD, 220 lb uplift at joint AE, 98 lb uplift at joint W, 111 Ib uplift al joint V, 101 Ib uplift at joint U, 110 lb uplift at joint T, 79 ib uplift at joint 5 and 196 Ib uplift at joint R. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing 10 insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSS - 89 Bracing Specification, and 1119-91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 rr1.1 tat MiTek industries, Inc. August 20,2001 BELFOR le) To: Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, CO 81601 From: Warren Hancock, Superintendent Belfor Cell Phone: 970-390-1034 Office Phone: 970-949-9490 P.O. Box 4242 Eagle, CO 8I631 Subject: Septic Capacity Hannah Residence 88 Meadow Lane Permit # : 8090 Dear Building and Planning: kittiVED tlEf) 1 4 2081 Date: 9/14/01 A copy of the original ticket for pumping out the septic tanks at the Hannah residence is attached. The capacity is given as 1250 gallons, work done by B & R Septic Service (963-3814). 1 am submitting this as size verification, a special condition placed upon our building permit. Thank You, //(--• 17/ Warren Hancock Superintendent — Belfor Attachment: Pump Ticket EELFOR-RMCAT P.O. Box 4242 Eagle, CO 81631 970.949.9490 888.949.9490 Fax: 970.949.9491 Denver • Colorado Springs • Ft. Collins • Vail AUG 14 '01 18:34 AT&T FAX 5380 B & R Septic, Rooter & .letting Service 9555 Hwy. 133 Carbondale, CO. 81623 963-3814 CUstomer'.G Order No. Name Address ii,.::, 111 920-2059 ate , D E. RETD, Sig ., i i —; ION 111. -iiiimMailI / illinillain NE; TOTAL 1 gtV All. claims and. roturned gouge NIUS.! be accorbp.anled by this. bill. 1283• • 0-S1"16Reo'd b OIncKVAu.rYPRINTIN3INC,.niFNLVOOpOPNN(ig CO 811412 ReS-Uso 6.e PAGE 1 BELFOR te) To: Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, CO 81601 From: Warren Hancock, Superintendent Belfor Cell Phone: 970-390-1034 Office Phone: 970-949-9490 P.O. Box 4242 Eagle, CO 8I631 Subject: Truss Engineering Report # 2 Hannah Residence 88 Meadow Lane Permit # : 8090 Dear Building and Planning: Date: 9/20/01 A copy of the engineering report for the floor trusses of the garage addition at the Hannah residence is attached. I am submitting this report to fulfill our obligation to provide this information prior to rough framing inspection. Thank You, Warren Hancock Superintendent — Belfor Attachment: Truss Engineering Report #2, 6 Pages BELFOR-RMCAT P.O. Box 4242 Eagle, CO 81631 970.949.9490 888.949.9490 Fax: 970.949.9491 Denver • Colorado Springs • Ft. Col{ins • Vail BELFOR .0) Mr. Amo W. Ehlers Garfield County Planning 109 8th Street Suite 302 Glenwood Springs, CO 81601 (970) 945-8212 Subject: Code Changes Tom Hannah and Kathy Wigger residence 88 Meadow Lane West Bank Ranch Estates Glenwood Springs, CO 81601 Dear Mr. Ehlers: October 22, 2001 The above residence, 88 Meadow Lane, experienced a catastrophic fire earlier this year. Our company, Belfor, is in a contract with the owners to rebuild the residence. The fire caused major structural, mechanical, plumbing and electrical damages. As you are aware, we encountered a problem with the waste line and the septic system. The line appeared to be clogged as a result of fire debris in the pipes. Once the pipes were exposed the waste drainpipe proved to be damaged and less than 1" below slab. It was not possible to obtain the required slope ('/," per foot of run) from the plumbing connections in the home to the existing pipe, while observing other requirements such as depth below slab. These requirements, along with the pipe damage, forced us to replace the drainpipe throughout the house. The 4' height of the existing septic tank inlet does not allow a'/" slope per foot from the farthest point away from the tank. Our plumbing subcontractor (Alliance Mechanical) discussed a variance with your department on 10/19/01, and was told the shallowest slope allowed would be 115"per foot even using larger pipe to achieve a higher maximum unit loading. The 4' height of the septic tank allows only a 1/8" per foot slope, for which a variance will be denied. The solution proposed by Belfor is the installation of a lift station between the house and the septic tank. This will solve the problem of adequate slope from the farthest drain point. In our conversation of 10/22/01 we discussed 3 requirements: (1) a septic permit from Garfield County, (2) only 2' of cover. over the lift station for access, and (3) all underground work should be inspected before recovering. As we discussed on the phone, Belfor has been requested to submit written documentation to the insurance company that these changes were required by the Building Department. Belfor respectfully requests that you sign the letter below as a testament to the facts stated herein. If you have any questions, please do not hesitate to contact me inunediately. Thank you for your time and attention with this matter. incerely, Michael J. UnelI Division Manager Belfor Restoration Services Signed By: Arno Ehlers Date BELFOR-RMCAT P.O. Box 4242 Eagle, CO 81631 970.949.9490 888.949.9490 Fax: 970.949.9491 Denver • Colorado Springs • Ft. Collins • Vail STRUCTURAL FIRE REPAIR 88 MEADOW LANE GLENWOOD SPRINGS, COLORADO June 25, 2001 Our File No: 01-232 FAY ENGINEERING CORPORATION 5201 East 48th Avenue Denver, Colorado 80216 (303) 333-5209 Assessor's Parcel No. 51 (1) C C c c 0 0 0 +�+ CL N o-• 0 0 (continue on bac C U U\ (C U 0 0 (U = a)0 a) _C 2 W W LL o cc 0 yr 0 'C0 0 z Job Address 1 U 0 i INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS Pcs '944 BUILDING PERMIT GARF1ELD COUNTY, COLORADO 6 Date Issued, j, al...Zoned Area Permit No VC) AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building InAspr or and IMMEDIATELY BECOME NULL AND VOID. Use EEL( i LD S A 74)1Ze �.� lePOOtj 061 Front Side Side Rear Address or Legal Description Owner Setbacks Contractor - This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing -0 4 .\\ Foundation? 2' C Underground Plumbing Insulation I i —i k —i ..y '"- Rough Plumbing ti _ O _ b Drywall /1.- R,0/ r _ / Chimney & Vent Electric Final (by State Inspector) 1D2 Gas Piping / i<..7 ( LS Final Electric Rough (By State Inspector) i'r'`i'cA4 Septic Final Framing J i_ 01-i Pr^-�- •iLA-'t- i- (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. DO N.O I)14`4`l't4' 4` i