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Home My WebLink AboutApplication- PermitGARFIELD COUNTY B17IL,DING, SANITATION and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Iob Address l , s R ck L \\-7, No. 8849 . Nature Workg Building Phut ^ Qlen Usee B of uilding]-1�Ir_SJ pl�lQ.j�\ Contractor Ck.)._Thr�9 Amount of PetmitS Date Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO INSPECTION LINE: (970)384 5003 PARCEL/SCHEDULE NO..3Ot 3 (7a (51042,19 TELEPHONE. (97O) 945-8212 PERMIT NO. S -Cl JOB ADDRESS: OS$ 9 env,. j1/7Lf /l 7 (ii)/ n{'}3i'/c[LPb_ ) LOT NO. BLOCK NO. SUBDIVISIONEXENE ION 2 UWwa5,g )-00.5 wRaEa.�7.49 e.i,.q. / fir. Or-itaM i3 -t J -2589 3 COMPACTOR eh -14'X2 wows P0- LLC- Not 4 Aaaam'Tm mrtnyl sae 6/re/ wQw. M CO NO 5 9A F(. OF BOUJNNO/�VG�l.. �) I L y/(J �F.OF OF // V �L/ C� .... F NO OF FIAo0.1 6 VIE oeB ammo F/ 7t,e'7P7 e 7 R® amEwoBL 3G x 3G r 8 CLAM OF WCNC ONEW 71FIXIION oALTERATMN 0NOY6 DPIONOK 9 oAaAa O.WaE 000mu aawal. o.awa OOUIaLF 10 0 Owa9AT Fawn oast m¢ SEWAGE DISPOSAL (O= osIMPAN WLVA➢OR @COOK 1 - AVM= VALUATION:, 0 33, aq. Y, to 37: r 114+7 /fe fila7 : cu Gro,4e 44`��,��fy!- et 0 1(Q6u k14 TPU6l�D >:t 4 d�20d2a y�1.4NNt s vi SvICai& e, r cres.444L A 44/�44 cs COo 4 �%tYqma im o,a., OO NOTICE [7 A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO.313.40 THISPEHI'• BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED DS NOT COMMENCED WITHIN 1S0 DAYS, 01 IF CONSTRUCTION OR WORE II SUSPENDED OR ABANDONTsD FOR. A PERIOD OF 110 DAYS AT ANY TD4E AF1flWDRK IS COMNINCFD. T HEREBY CERTIFY THAT I RAVE READ AND DCAMTNED EMS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS PLAN CHECK FEE: t"r�iNt WILY, PERMIT FEE: 49a./6— 9a./STHIS TOTAL FEE: DATE PERMIT ISSUED: �-�I /9s 5S �. ':GBDUP U - CONST: IYPE: -u CAVEANINGTHIS TYPE OF WORK WILL BE COMPLIED WITETWErSPECIFIED ra HEREIN OK NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGUTA 1. . - OR THE PERFORMANCE OF •. Jr • . . �. �1 No of C' y ZONING: �J i • a - e1 : / :. 4 : a /....:� .i.telie 111 T . „��101117 ofie lith'�!ii I MAW. HOME: ISM NO. & FEE: AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS gGNF]f.L"ONTBACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE I DETABED ONPLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDINGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, TiE SIGNER HEREBY AaF V S TO COMPLY WIH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED E GARFIELD COUNTY PURSUANT TO AUTHOR= GLVEN IN 70.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT- IF THE ABOVE SAID ORDINANCES ARE NOT FULI COMPLIED WITH IN THE LOCATION, ERECTION. CONSTRUCTION AND LSE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FRC THECOUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON TRANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUITING T1 CORRECTION OF ERRORS IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF YEE Si1E.CTTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAETHI DOES NOT CONS1ITUTE AN ACCEPTANCE OF A` REax NSIER ES pR I tent/ m¢S BY GARFff1D COUNTY FOR FRRown DMISSTONS OR LHSCREPANCIEL THE RESPONSIBILITY FOR • 1ESE RIMS AND n W EMENTAT:. DORM CQ.YSTRFICTION RESTS SPECIFICAILY WITHTHE ARCHITECT. DESIGNER, BUILDERAN D OWNER CO 4MENTS ARE INTEFEDED To BE C ERVATIVE AND IN SUPPO' OP THE OWNERS INTEREST. GFdlrmaa0 1 HEREBY ACKNOWLEDGE THAT I RAVE READ AND UNDERSTAND THE AGREEMENTABOVE. INTROS ) V14:03 ,! 4 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 1997 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 occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Z5S4S Signature Bpcont082002 Date PLAN REVIEW CHECKLIST Applicant tst IZ 8 Date 6' 2-1 -03 Building Engineered Foundation 004 Driveway Permit iJi ` 8 L1 .../Surveyed Site Plan Sgit entanau fitcSeptic Permit and Setbacks rade/Topography 30% ✓t�ttach Residential Plan Review List ✓Minimum Application Questionnaire ;i.tl Subdivision Plat Notes 44 Fire Department Review ---Valuation Determination/Fees `Red Line Plans/Stamps/Sticker ""Attach Conditions Application Signed Plan Reviewer To Sign Application 1/4--4arcel/Schedule No. 40# Snowload Letter- Manf. Urns. GENERAL NOTES: 1314 w Z5.1 Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes kentiCacriali. 33 2.441.20 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. 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. 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, 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 retumed. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner 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: 106.3.1 (7.) 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 surveyors 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 corner lot. Special setbacks dy apply. Yes l/ 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 pyoperties), streams or water courses? Yes V 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property Yes (/ 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? ✓/ Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces an4 the clearances required between wood and earth? Yes A 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes VR 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 grind loads? Yes V 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructi�rt? Yes t/ 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof fters or joists or trusses? Yes �/ 11. Does the building section drawing or other detail include the method of positive connection of all columps and beams? Yes �/ 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undysturbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No i 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Buildinode Chapter 37? Yes No 15. 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 V 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation 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 safety glazing for thesy areas? Yes No V 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? % Yes 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes No 21. Will this be the only residential structure on the parcel? Yes No If no -Explain: 22. Have two(complete sets of construction drawings been submitted with the application? Yes 1 23. Do you understand that the minimum dimensions a home can be on a lot is 20fi.wide and 20ft. long? Yes No l �`} 4, 24. Have you designed or had this plan designed while considering building and other constructio ode requirements? Yes t No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zyne district? Yes �/ No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspectio y the Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the applicaa't n of these changes? Yes V 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 buildingp it? Yes V No 29. 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 afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003./ Yes �/ No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $4'7!60 re-inpsection fee? Yes V No 31. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a fmal inspection prior to receiving a Certificate of Occupancy d occupancy of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Un. rm Building Code? Yes No 5 33. Are you aware that prior to submittal issuance 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 & ridge Department stating one is not necessary? You can contact the Road & Bridge Deppfkrrent at 625-8601. Yes No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time applicable inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit plication? Your attention in this is appreciated. Yes No I hereby acknowledge that I have read, understand and answered these questions to the best of my abili 745/0 gnature of Owner Date Phone: 577 - Z505 (days); Project Name: Project Address: Notes: c,G3-c 75/ N -5/e &'.,�,e A4»9 n9 t,e "3 (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 04/2003 6 CUSTOMER: Job Number CONTACT: ADDRESS: CITY. STATE LP: PHONE / FAX /MOBILE: Delivery Address: Delivery Ctty,Stats,ZIP County: Structure Type: Structure Designation: Loading: Miracle St el Core oration Design Calculati Specialty Stone 421023 Fred Sefcovic and Kim Berta 0589 County Road 113 Carbondale CO 970-945-6898 Carbondale CO Garfield Straightwall 36-10 Wind velocity Ground Snow Load 80 mph 50 psf Seismic Zone 1 Structure Data: Width Eave Height Bay Spacing Roof Pitch/12 Length Material Data: Design Notes: Engineer: Structural Steel Rods and flats Structural Tubing Light Gauge Steel 36 00 10.00 12 00 4 00 36.00 High Strength Bolts Lumber Purlins WWPA Pullin Sirs Girls WWPA D 28595 81623 81623 Design Wind Pressure Design Roof Live Load Design Roof Snow Load Design Dead Load 20.00 psf 40.00 psf 40 00 psf 5.00 psf ASTM A529 50 ksi ASTM A529 50 ksi ASTM A500 46 ksi ASTM A653 Grade 40 up to 048 ASTM A570 Grade 50 over .048 thickness ASTM A325 Douglas -Fir -Larch No. 1 and better or Equivalent 2x8 ouglas-Fir-Larch No. 2 or Equivalent Girt Sue 2x6 1 Design per UBC Uniform Building Code 1997 2 Load and Resistance Factor Design (LRFD) per AISC and AISI 3. The lateral stability of the trusses and columns has been assumed to be provided by the attached sheeting and siding materials 4. The foundation is the responsibility of the customer and shall be designed to meet local soil conditions and to support the design vertical and lateral forces Ground Snow Important Roof Min. Rod Design Code Snow Snow Exposure Factor Ct Snow Snow Roof Snow Type Criteria of 1 Psf Psf PW I UBC 1997 UBC 1997 50 0.70 1 00 1.00 35.00 40.00 40.00 4 e4 STRUCTURE LOADING CUSTOMER Specially Stone Job Number. 421023 Str. Type: Straights/all SV. Code: 36-10 Total Height 16 Mean Roof Height 13 Design CODE 3 UBC 1997 Building Use 2 Named Occupancy Exposure Category 3 C Open Terrain Terrain (snow) 1 Natural Manna! Cardigan 1 Normal Word Criteria 3 UBC Hurricane coastline 3 0.000 Snow Criteria 3 UBC Cry ,," MIRACLE STEEL CORPORATION Transverse Condition LIVE LOAD Design Roof Load 40.00 psi -40 DATE: 4.Oec4/ 1046 t4J LENGTH: 30.00 WIND SPEED: BO mph Roof Load Nota: WIND LOADING Design Wind Press 20.00 pat Basic Velocity Pressure: Q : 002W V1 Wind Basic Design Cade I1n08 Wind Velocity Ce ICzt importance Velocity Factored Factored Type mph Criteria Pressure 1 Pressure annul.] Omes0.8 Max Wind Load UBC 1997 60 UBC 1997 1 16.38 pall 1.060 1.00 1 17.37 22.58 13.89 Calculated Velocity Pressure 16.384 Input wind bad governs Pressure Coefficients Roof Pitch 4/12 h/Le 0.36 Angle= 18.44 Roof Coefmctents Loaded Area 24.00 Windward Roof Leeward Roof Inward Pressure Wall Coefficients Windward Leeward 1214/01, 1:48 PM Cr/ -0.90 -0.70 0.30 P -16.00 •14.00 6.00 Rod Load -432.00 -338.00 144.00 CO P Wall Load 0.80 16.00 384.00 -0.50 -10.00 -240.00 File: 3421023.x13 1 3 1 STRUCTURE LOADING CUSTOMER: Specialty Stone Job Number 421023 Sir Type Stralghtwall Si' Code 38.10 Mean Roof Height 13 Longitudinal Condition Design CODE 3 UDC 1997 Building Use 2 Normal Occupancy Exposure Category 3 C Opan Terrain Terrain tenors ) 1 Nannal Thermal Condition 1 Normal Wind Criteria 3 UBC Hurricane coastline 3 0 000 Snow Criteria 3 UBC WIND LOADING Design Wind Pressure 20.00 pet Input wind toed governs DATE: 2448442 a:m AM LENGTH: 38.00 WIND SPEED: 60 mph Basic Velocity Pressure: Oz 00258- V2 Wind Basic Cods &efr8 Wind Velocity C. Type mph Criteria Pressure Max Wind Lo UBC 1997 30 UBC 1997 116.38 pef 1 1.080 Design Kst importance Velocity Factored Factored 1 Pressure Omes1.3 tlmes0.a 1.00 1 17.37 22.58 13.89 Pressure Coefficients Roof Pilch 4/12 Roof Coefficients Windward Roof Leeward Roof Endwall Coefficients NIL= 0.38 WBi• 0.361111 Angles 18.44 LIB 1 Loadea Area 24 00 Cq P Roof Load -0.70 -14.00 -338.00 -0.70 -14.00 -338.00 Windward Endwell Leeward Endwall Sidewall 1 Sidewall 4 Cr; P Roof Load 0 80 16.00 384.00 -0 50 -10.00 -240.00 -0.70 -14.00 -336.00 -0.70 -14.00 -336.00 - sr i Endwall Column Design Designation C814 Type Height Depth Gauge Fy Length Transverse Wind Longitudinal Wind C 8 3 14 50 151 421023 Cclemn 2 Front Axial -Tension (kips) Axial Compression (kips) Bending- Positive (k -in) Bending -negative (k -in) PE (kips) Maximum Moments Moment (pos_int) Moment (neg_int) Moment (windward) Moment (leeward) Axial Load -transverse wind Case # Description 1 LL+DL Wind Posits 2 LL+DL+WIND( windward) 3 LL+DL+WIND(Leeward) 4 LL+DL*WIND(windward) 5 LL+DL+WIND(Ieeward) 6 DL+WIND(windward) 7 DL+WIND(leeward) Wind Nega 8 LL+DL+WIND(windward) 9 LL+DL+WIND(Leeward) 10 LL+DL+WIND(windward) 11 LL+DL+WIND(leeward) 12 DL+WINO(windward) 13 DL+WIND(leeward) Axial Load aongltudinal wind 1 LL DL Wind Posits 2 LL+DL+WIND 3 LL+DL+WIND 4 DL -P -WIND Wind Nega 5 LL+DL+WIND 6 LL+DL*WIND 7 DL+WIND Cq -0.70 -0.70 0.80 -0.50 Design Strength 53.34 C2-1 24.57 C4 103 C3.1.1 103 C3.1 1 142.38 C5.5 -41.56 K -IN -41.56 47.50 -29.69 Roof Wind Area Live Load Wind Load Dead Load 75 50.00 psf 20.00 psf 5.00 psf Column Spacing (ft) 12.5 (wl"2/8) Live Load Factored Dead Factored Wind Load Factored Load Factor Live Load Factor Dead Load Factor Wind Load Total 1.6 5692.10 1.2 426.91 0 0.00 6119.01 16 5692.10 12 426.91 0.8 -1024.58 5094.43 1.6 5692.10 1.2 426.91 0.8 -796.89 5322.11 0.5 1778.78 1.2 426.91 1.3 -1664.94 540.75 0.5 1778.78 1.2 426.91 1.3 -1294.95 910.74 0 0.00 0.9 320.16 1.3 -1664.94 -1344.76 0 0.00 1.2 426.91 1.3 -1294.95 -868.05 16 5692.10 1.2 426.91 0.8 -1024.58 5094.43 1.6 5692.10 1.2 426.91 0.8 -796.89 5322.11 0.5 1778.78 1 2 426.91 1 3 -1664 94 540 75 0.5 1778.78 1.2 426.91 1.3 -1294 95 910 74 0 0.00 0.9 320.18 1 3 -1664 94 -1344.76 0 0.00 0.9 320.18 1.3 -1294.95 -974 77 Live Load Dead Load Wind Load Total 1.6 5692.10 1.2 426.91 0 0.00 6119.01 1 6 5692.10 1.2 426 91 0.8 -796.89 5322 11 0.5 1778.78 1.2 426.91 1.3 -1294.95 910.74 0 0.00 0.9 320 18 1.3 -1294.95 -974 77 16 5692.10 12 426.91 0.8 -796.89 5322.11 0.5 1778.78 1.2 426.91 1.3 -1294.95 910.74 0 0.00 0.9 320.18 1.3 -1294.95 -974.77 7 Endwall C lumn Design 421023 Column 2 Rear Designation C1014 Type C Design Strength Height 10 Axial -Tension (kips) 57.24 C2-1 Roof Wind Area 48.75 Depth 3 Axial Compression (kips) 29.07 C4 Live Load 50.00 psf Gauge 14 Bending- Positive (k -in) 143 C3.1.1 Wind Load 20.00 pst Fy 50 Bending -negative (k -in) 143 C3,1.1 Dead Load 5.00 psf Length 117 PE (kips) 399.86 C5.5 Transverse Wind Longitudinal Wind Maximum Moments Moment (pos_int) Moment (neg_int) Moment (windward) Moment (leeward) Axial Load -transverse wind Cq -0.70 -0.70 0.80 -0.50 -16.22 K -IN -16.22 18.54 -11.59 Column Spacing (ft) 8.125 (wl^2/8) Live Load Factored Dead Factored Wind Load Factored Load Case # Description Factor Live Load Factor Dead Load Factor Wind Load Total 1 LL + DL 1.6 3699.86 1.2 277.49 0 0.00 3977.35 Wind Positi 2 LL+DL+WIND(windward) 1 6 3699.86 1.2 277.49 0.8 -885.98 3311.38 3 LL+DL+WIND(Leeward) 16 3699.86 1.2 277.49 0.8 -517.98 3459.37 4 LL+OL+WIND(windward) 0.5 1156.21 1.2 277.49 1.3 -1082.21 351.49 5 LL+DL+WIND(leeward) 0 5 1156.21 1.2 277 49 1 3 -841.72 591.98 6 DL+WIND(windward) 0 0.00 0.9 208.12 1.3 -1082.21 -874.09 7 DL+WIND(leeward) 0 0.00 1.2 277.49 1.3 -841.72 -564.23 Wind Naga 8 LL+DL+WIND(windward) 1.6 3699.86 1 2 277.49 0 8 -665.98 3311 38 9 LL+DL+WINO(Leeward) 1.8 3699.86 1.2 27749 0.B -517.98 3459.37 10 LL+OL+WIND(windward) 0.5 1156.21 1.2 277.49 1.3 -108221 351.49 11 LL+DL+WIND(leeward) 0.5 1158.21 1.2 277.49 1.3 -84172 591.98 12 DL+WIND(windward) 0 0.00 0.9 208.12 1.3 -1082.21 -874.09 13 DL+WINDlleeward) 0 0.00 0.9 208.12 1.3 -841.72 -63360 Axial Load -longitudinal wind Live Load Dead Load Wind Load Total 1 LL + DL 1.6 3699.86 1.2 277.49 0 0.00 3977.35 Wind Positi 2 LL+DL+WIND 1.6 3699.86 1.2 277.49 0.8 -517.98 3459.37 3 LL+DL+WIND 0.5 1156.21 1.2 277.49 13 -841.72 591.98 4 DL+WIND 0 0 00 0.9 208.12 1.3 -841.72 -633.60 Wind Naga 5 LL+DL+WIND 1.6 3699.86 1.2 27749 0.8 -517.98 3459.37 6 LL+0L+WIN0 0.5 1156.21 1.2 277 49 1 3 -841 72 591.98 7 DL+WIND 0 0.00 0.9 208.12 1.3 -841.72 -83360 Endwall Column Design Designation C1014 Type C Height Depth Gauge Fy Length 421023 Column 3 Rear 10 Axial -Tension (kips) 3 Axial Compression (kips) 14 Bending- Positive (k -in) 50 Bending -negative (k -in) 174 PE (kips) Transverse Wind Maximum Moments Cq Moment (pos_int) -0.70 Moment (neg_mt) -0.70 Longitudinal Wind Axial Load -transverse wind Case # 1 Wind Positi 2 3 4 5 6 7 Wind Nega 8 9 10 11 12 13 Moment (windward) Moment (leeward) Description LL + DL LL+DL+WI ND(windward) LL+OL+WIND(Leeward) LL+OL+WIND(wmdward) LL+DL+WIND(leeward) DL+WIND(wmdward) DL+WIN011eeward) LL+DL+WIND (windward ) LL+DL+WIND(Leeward) LL+DL+W IND(windward) LL+DL+WIND(leeward) DL+WIND(windward) OL+WIND(leeward) Axial Load -longitudinal wind 1 LL DL Wind Positi 2 LL+DL+WIND 3 LL+DL+WIND 4 DL+WIND Wind Nega 5 LL+OL+WIND 6 LL+DL+WIND 7 DL+WIND 0.80 -0.50 Design Strength 57.24 C2-1 26.81 C4 143 C3.1.1 143 C3.1.1 180.79 C5.5 -48.02 K -IN -48.02 54.88 -34.30 Roof Wind Area 65.25 Live Load 50.00 psf Wind Load 20.00 psf Dead Load 5.00 psf Column Spacing (ft) 10.875 (wl"2/8) Live Load Factored Dead Factored Wind Load Factored Load Factor Live Load Factor Dead Load Factor Wind Load Total 16 4952.13 1.2 371.41 0 0.00 5323.54 1.6 4952.13 1.2 371.41 0.8 -891.38 4432.15 1.6 4952.13 1.2 371.41 0.8 -693.30 4630.24 0.5 1547.54 1.2 371.41 1.3 -1448.50 470.45 0.5 1547.54 1.2 371 41 1.3 -1126.61 792.34 0 0.00 0.9 278.56 1.3 -1448.50 -1169.94 0 0 00 1.2 371 41 1 3 -1126.61 -755 20 16 495213 1.2 37141 0.8 -891.38 4432.15 1 6 4952.13 1.2 371 41 0 8 -693 30 4630.24 0.5 1547.54 1 2 371.41 1.3 -1448.50 470.45 0.5 1547.54 1.2 371.41 1.3 -1126.61 792.34 0 0.00 0.9 278.56 1.3 -1448.50 -1169.94 0 0.00 0.9 278.56 1.3 -1126.61 -848.05 Live Load Dead Load Wind Load Total 1.6 4952.13 1.2 371.41 0 0.00 5323.54 1.6 4952.13 1.2 371.41 0.8 -693.30 4630 24 0.5 1547.54 1.2 371.41 1.3 -1126.61 792.34 0 0.00 0.9 278.56 1.3 -1126.61 -848.05 1.6 4952.13 1.2 371.41 0.8 -693.30 4630.24 0.5 1547.54 1.2 371.41 1 3 -1126.61 792.34 0 0.00 0 9 278.56 1.3 -1128.61 -848.05 11 Endwall C Iumn Design Designation C814 Type C 421023 Column 4 Rear Height 8 Axial -Tension (kips) Depth 3 Axial Compression (kips) Gauge 14 Bending- Positive (k -in) Fy 50 Bending -negative (k -in) Length 156 PE (kips) Transverse Wind Longitudinal Wind Maximum Moments Moment (pos_int) Moment (neg_int) Axial Load -transverse wind Case # 1 Wind Positi 2 3 4 5 6 7 Wind Nega 8 9 10 11 12 13 Moment (windward) Moment (leeward) Description LL+DL LL+DL+WIND(windward) LL+DL+WIND(Leeward) LL+DL+W IND(windward) LL+DL+WIND(leeward) DL+WIND(wlndward) DL+WIND(leeward) LL+DL+W IND(windward ) LL+DL+WIND(Leeward) LL+0 L+W IND(windward) LL+DL+WINDfleeward) OL+WIND(windward) DL+WIND(leeward) Axial Load -longitudinal wind 1 LL+DL Wind Positi 2 LL+DL+WIND 3 LL+OL+WIND 4 OL+WIND Wind Nega 5 LL+DL+WIND 6 LL+DL+WIND 7 DL+WIND ad -0.70 -0.70 0 80 -0.50 Design Strength 53.34 C2-1 24.30 C4 103 C3.1.1 103 C3.1.1 133.40 C5.5 -34.80 K -IN -34.60 39.55 -24.72 Roof Wind Area 58.5 Live Load 50.00 psf Wind Load 20.00 psf Dead Load 5.00 psf Column Spacing (ft) 9.75 (wI^2/B) Live Load Factored Dead Factored Wind Load Factored Load Factor Live Load Factor Dead Load Factor Wind Load Total 1.6 4439.84 1.2 332.99 0 0.00 4772.83 1.6 4439.84 1.2 332.99 0.8 -799.17 3973 65 1.6 4439.84 1.2 332.99 0.8 -62158 4151.25 0.5 1387.45 1.2 332.99 13 -1298.65 421.78 0.5 1387.45 1.2 332.99 1.3 -1010.06 710.37 O 0.00 0.9 249.74 1.3 -1298.65 -1048.91 0 0.00 1.2 332.99 13 -1010.06 -677.08 1.6 4439.84 1.2 332.99 0.8 -799.17 3973.65 16 4439.84 1.2 332.99 0.8 -621.58 4151.25 0 5 1387.45 1.2 332.99 1.3 -1298.65 421.78 0 5 1387.45 1.2 332.99 1 3 -1010.06 710 37 O 0.00 0.9 249.74 13 -1298.65 -1048.91 O 0.00 0.9 249.74 1.3 -1010.06 -760 32 Live Load Dead Load Wind Load Total 1.6 4439.84 1.2 332.99 0 0.00 4772 83 1.6 4439.84 1.2 332.99 0.8 -62158 415125 0.5 1387.45 1 2 332.99 1 3 -1010 06 710 37 0 0.00 0.9 249 74 1 3 -1010.06 -760.32 1.6 4439.84 1.2 332.99 0.8 -621.58 415125 0.5 1387.45 1.2 332.99 1.3 -1010.06 710.37 O 0.00 0.9 249.74 1.3 -1010.06 -760.32 1 3 . .l Endwall Rafter Design 421023 Type C Design Strength Height 8 Bending- Positive (k -in) 169 (C3.1.1) 36 Depth 3 Bending -negative (k -in) 169 (C3.1.1) Live Load 50.00 psf Gauge 12 Wind Load 20.00 psf Fy 50 ksi Dead Load 5.00 psf Length 148 0 (Length is max. span in inches) Roof Span (ft) 6 Moment Calculation Dead Load Live Load Wind Load Moments Treat Maximum span as simple beam Moment=wIA2/8 Dead Load Area Load Load/ft Moment 5.00 psf 74.00 370.00 0.03 6.85 Live Load Area Load Load/ft Moment 50.00 psf 70.20 3510.13 0.285 64.94 Wind Load Area Load Load/ft Moment Max Pos. -0.90 20.00 psf 74.00 -1332.00 -0.108 -24.64 Max Neg -0.70 20.00 psf 74.00 -1036.00 -0.084 -19.17 Live Load Factored Dead Factored Wind Factored Load Load Case # Descnption Factor Live Load Factor Dead Load Factor Wind Load Total 1 LL + DL 1.6 103.90 1,2 8.21 0 0.00 113.31 Positive 2 LL+DL+WIND(windward) 1.6 103.90 1.2 8.21 0.8 -19.71 94.40 3 LL+DL+WIND(Leeward) 1.6 103.90 1.2 8.21 0.8 -19.71 94.40 4 LL+DL+WIND(windward) 0.5 32.47 1.2 8.21 1.3 -32.03 11.15 5 LL+DL+WIND(leeward) 0 5 32.47 1.2 8.21 1.3 -32.03 11.15 6 DL+WIND(windward) 0 0.00 0.9 616 1.3 -32.03 -23.67 7 DL+WIND(leeward) 0 0.00 1.2 8.21 1.3 -32.03 -2132 Negative 8 LL+DL+WIND(windward) 1.6 103.90 1.2 8.21 0.8 -15.33 98.78 9 LL+DL+WIND(Leeward) 1.6 103.90 1.2 8.21 0.8 -15.33 98 78 10 LL+DL+WIND(windward) 0.5 32.47 1.2 8.21 1.3 -24.92 18.27 11 LL+DL+WIND(leeward) 0.5 32.47 1.2 S.21 1.3 -24.92 18.27 12 DL+WIND(windward) 0 0.00 0.9 6.16 1.3 -24 92 -16.56 13 DL+WIND leeward) 0 0.00 0.9 6.16 1.3 -24.92 -16.56 15 Section Type RB1 Load Case No. 8 Member No. 147 Design Strength Joint No. 145 Axial Tension 47.60 kip Axial Force • 33.06 kip (comp) Axial Comp 36.84 kip Shear Force 0.02 kip Moment 9.36 kip -in Moment 0.57 kip -in Ratio 0.95 Section Type LC1 Load Case No. 8 Member No. 77 Design Strength Joint No. 76 Axial Tension 264.46 kip Axial Force 31.76 kip (comp) Axial Comp 226.23 kip Shear Force -0.02 kip Moment 86.76 kip -in Moment 0.92 kip -in Ratio 0.08 Section Type PC1 Load Case No. 8 Member No. 240 Design Strength Joint No. 108 Axial Tension 264.46 kip Axial Force 6.41 kip (tension) Axial Comp 226.23 kip Shear Force -0.02 kip Moment 86.76 kip -in Moment 0.45 kip -in Ratio 0.02 Section Type LX1 Load Case No. 8 Member No. 211 Design Strength Joint No. 76 Axial Tension 67.49 kip Axial Force 11.14 kip (comp) Axial Comp 52.24 kip Shear Force -0.04 kip Moment 9.36 kip -in Moment -1.01 kip -in Ratio 0.31 Section Type BP1 Load Case No. 5 Member No. 301 Design Strength Joint No. 1 Axial Tension 170.10 kip Axial Force 6.39 kip (comp) Axial Comp 159.73 kip Shear Force 7.62 kip Moment 64.80 kip -in Moment 37.92 kip -in Ratio 0.61 Section Type LD1 .17 • Load Case No. 8 Member No. 263 Design Strength Joint No. 113 Axial Tension 19.89 kip Axial Force 7.02 kip (comp) Axial Comp 8.18 kip Shear Force 0.01 kip Moment 3.16 kip -in Moment 0.11 kip -in Ratio 0.89 Section Type saistanesaaatenaa RD4 Load Case No. 5 Member No. 250 Design Strength Joint No. 101 Axial Tension 39.78 kip Axial Force 10.30 kip (comp) Axial Comp 16.35 kip Shear Force -0.03 kip Moment 6.33 kip -in Moment -0.33 kip -in Ratio 0.68 tai 65 LI1 1 75 8 39.06 (c) -0.1 -1.27 1 0.94 73 LD1 1 72 8 12.37 (t) 0.0 0.22 I 0.68 74 LD1 1 73 8 6.44 (t) 0.0 -0.10 1 0.35 75 LD2 1 74 8 4.87 (t) 0.0 -0.08 1 0.27 76 LD2 1 75 8 3.93 (t) 0.0 -0.04 1 0.11 77 LCI 76 8 31.76 (c) 0.0 0.92 1 0.08 84 L03 I 61 8 7.68 (c) 0.0 -0.20 1 0.92 85 LD3 1 62 8 5.73 (c) 0.0 -0.09 1 0.67 86 LD4 1 63 8 4.39 (c) 0.0 -0.10 1 0.61 87 LD4 1 76 8 3.44 (c) 0.0 0.09 1 0.48 100 RT1 1 100 5 22.23 (t) 0.0 -1.08 1 0.57 101 RT1 1 100 5 10.95 (t) 0.1 1.70 1 0.39 102 RT1 1 101 16 10.14 (c) 0.0 -0.31 1 0.30 103 RT1 1 103 8 12.04 (c) 0.0 0.21 1 0.35 104 RT1 1 103 8 17.15 (c) 0.0 -0.54 1 0.52 105 RT1 1 104 8 20.32 (c) 0.0 -0.65 1 0.61 106 RT1 105 8 21.46 (c) 0.0 -0.72 1 0.65 107 RT1 106 8 20.69 (c) 0.0 -0.78 1 0.64 108 RT1 107 8 17.96 (c) 0.0 -0.74 1 0.56 109 RT1 109 5 18.13 (c) 0.0 0.55 1 0.54 110 RT1 109 5 19.42 (c) 0.0 -0.50 0.57 111 RT1 110 5 18.90 (c) 0.0 -0.42 0.55 112 RT1 111 5 16.60 (c) 0.0 -0.44 0.49 113 RT1 112 5 12.42 (c) 0.0 -0.42 0.38 114 RT1 113 16 9.71 (t) 0.0 0.28 0.23 115 RTI 115 9 10.55 (t) 0.0 -0.33 0.25 116 RT1 116 8 16.75 (t) 0.1 -1.99 0.54 117 RT1 116 8 27.30 (t) 0.1 1.15 0.68 130 RB1 129 5 27.49 (c) 0.0 -0.39 0.78 131 RB1 129 5 16.36 (c) 0.0 0.69 0.51 132 RB1 131 16 10.71 (t) 0.0 0.23 0.25 133 RB1 132 9 10.12 (t) 0.0 0.31 0.24 134 R31 133 8 11.63 (t) 0.0 0.49 0.29 135 RB1 I 134 8 14.39 (t) 0.0 0.51 0.35 136 R31 1 134 8 15.29 (t) 0.0 -0.48 0.37 137 R31 1 136 8 14.26 (t) 0.0 0.62 0.36 138 R31 1 136 5 10.59 (t) -0.1 -0.57 0.28 139 R51 1 138 5 10.59 (t) -0.1 0.57 0.28 140 R31 I 138 5 12.69 (t) 0.0 -0.54 0.32 141 R31 1 140 5 12.38 (t) 0.0 0.40 0.30 142 R51 1 140 5 10.27 (t) 0.0 -0.45 0.26 143 RB1 1 142 16 9.21 (c) 0.0 -0.23 1 0.27 144 R131 1 143 14 10.21 (c) 0.0 -0.26 1 0.30 145 RB1 1 144 8 13.37 (c) 0.0 -0.22 1 0.38 146 RB1 1 145 8 22.50 (c) 0.0 -0.83 I 0.69 147 RBI 1 145 8 33.06 (c) 0.0 0.57 1 0.95 200 LX1 1 26 5 11.97 (c) 0.0 0.75 1 0.30 201 R01 1 100 15 3.34 (c) 0.0 -0.01 1 0.58 202 RD1 1 101 5 9.63 (t) 0.0 -0.07 1 0.50 203 RD1 1 102 5 7.73 (t) 0.0 -0.06 1 0.41 204 RD1 1 103 5 5.94 (t) 0.0 -0.08 1 0.32 205 RD1 1 133 16 1.51 (c) 0.0 0.02 1 0.27 206 RD1 1 134 16 1.86 (c) 0.0 0.02 1 0.33 207 R01 1 135 16 2.21 (c) 0.0 0.02 1 0.39 208 RD1 1 136 8 3.11 (c) 0.0 0.06 1 0.56 211 LX1 I 76 8 11.14 (c) 0.0 -1.01 1 0.31 212 RD1 1 116 5 11.33 (t) 0.0 -0.03 1 0.58 21 • 1 WinSTRODL BY CAST/REV. V3.1 SER : 5f26 TIME : 12/04/01 14:43:02 I 1 L L C E N S E E: Miracle Steel Corporatio 1 1 TITLE: SPECIALTY STONE 36-10 421023 PAGE 1 1 WOMmSm=Maliflesvon-=- -n-- o SIiM-- • RESULTS OF ANALYSIS * TYPE OF THE PROBLEM : PLANE FRAME RESTART STATUS : NONE GIVEN ACTIVE UNITS : KIPS INCHES DEGREES ••• LOAD INDEX : 1 LOAD TAG : DL ••• JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 1 0.46 1.74 0.00 2 -0.46 1.74 0.00 TOTAL -0.00 ••• LOAD INDEX : 2 LOAD TAG : JOINT REACTIONS AT SUPPORTS 3.48 SL ••• JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 1 2 TOTAL 3.68 8.20 -3.68 8.20 - 0.00 16.40 ••• LOAD INDEX : 3 LOAD TAG : WIP ••• JOINT REACTIONS AT SUPPORTS 0.00 0.00 JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 1 2 - 3.24 -3.81 0.08 -2.75 0.00 0.00 1 WinSTRUDL BY CAST/REV. V3.1 SER : 5f26 TIME : 12/04/01 14:43:02 1 L I CEN SEE : Miracle Steel Corporatio 1 n 40 JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT TOTAL -2.52 25.16 '•' LOAD INDEX : 7 LOAD TAG : C4I1 ••• JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS NO. X FORCE Y FORCE 1 2 -1.81 1.23 -2.29 2.62 TOTAL -4.10 •" LOAD INDEX : 8 LOAD TAG : JOINT REACTIONS AT SUPPORTS 3.84 C3I2 ••• JOINT LD / GLOBAL REACTIONS NO. X FORCE Y FORCE Z MOMENT 0.00 0.00 Z MOMENT 1 4.04 14.68 0.00 2 -7.88 14.43 0.00 TOTAL -3.84 29.10 "' LOAD INDEX : 9 LOAD TAG : C4I2 •`• JOINT REACTIONS AT SUPPORTS JOINT LD NO. 1 2 GLOBAL REACTIONS X FORCE -1.50 -4.74 Y FORCE 5.35 4.90 Z MOMENT 0.00 0.00 1 WinSTRUDL BY CAST/REV. V3.1 SER : 5f26 TIME : 12/04/01 14:43:02 1 1 LICENSEE: Miracle Steel Corporatio 1 1 TITLE: SPECIALTY STONE 36-10 421023 PAGE 4 1 JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS NO. X FORCE Y FORCE Z MOMENT 2y JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS NO. X FORCE Y FORCE 1 2 TOTAL - 1.84 1.58 - 2.00 1.29 - 3.84 2.87 ••• LOAD INDEX : 14 LOAD TAG : UC4I2 •'• JOINT REACTIONS AT SUPPORTS Z MOMENT 0.00 0.00 JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 1 2 TOTAL -3.34 1.26 - 2.90 0.78 -6.24 2.05 ••• LOAD INDEX : 15 LOAD TAG : WIND1 ••• JOINT REACTIONS AT SUPPORTS 0.00 0.00 JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT 1 2 -3.79 -3.39 - 0.31 -2.01 0.00 0.00 1 WinSTRUDL BY CAST/REV. V3.1 SER : 5f26 TIME : 12/04/01 14:43:02 1 1 L I CEN S E E: Miracle Steel Corporatio 1 1 TITLE: SPECIALTY STONE 36-10 421023 PAGE 6 l ---------------------------------------- JOINT REACTIONS AT SUPPORTS JOINT LD / GLOBAL REACTIONS / NO. X FORCE Y FORCE Z MOMENT TOTAL -4.10 •" LOAD INDEX : 16 LOAD TAG : JOINT REACTIONS AT SUPPORTS -5.40 WIND2 ••• JOINT LD / GLOBAL REACTIONS / to, 4-, sOtar,7-rt • • t S 103 91.0625 144.8750 104 114.0625 152.4375 105 136.625 160.0625 106 159.3750 167.6250 107 182.1250 175.1875 108 213.5000 185.6875 109 244.8750 175.1875 110 267.6250 167.6250 111 290.3750 160.0625 112 312.9375 152.4375 113 335.9375 144.875 114 358.6875 137.2500 115 381.4375 129.6875 116 404.2500 122.0625 129 42.7500 107.6875 130 65.5625 115.250 131 88.3125 122.8750 132 111.0625 130.4375 133 133.8125 138.0625 134 156.6250 145.6250 135 179.3750 153.1875 136 202.1250 160.8125 137 213.5000 164.5625 138 224.8750 160.8125 139 247.6250 153.1875 140 270.3750 145.6250 141 293.1875 138.0625 142 315.9375 130.4375 143 338.6875 122.875 144 361.4375 115.2500 145 384.2500 107.6875 $ MEMBER INCIDENCE $ Member# Ijoint Jjoint $ Leg outside chord left 1-11 1 10 11 2 11 .2 3 12 13 4 13 14 5 14 15 $ $ Leg inside chord left 12-21 12 22 23 13 23 24 14 24 25 15 25 26 S $ Diagonals 23-44 24 11 22 25 12 23 26 13 24 27 14 25 28 15 26 S 35 36 37 11 12 13 23 24 25 33 LC1 28 77 LX1 200 211 PCI 240 RD1 201 to 207 RD1 208 RD4 250 251 RD2 252 to 256 RD1 257 RD1 212 to 218 RD1 219 RD1 258 RD2 259 to 263 RD4 264 265 $ MATERIAL PROPERTY $ MaterialTag 'properties.' 'Members..' MATERIAL PROPERTY A529 MEMBER E 29000 DEN 0.0002836 CT 5e-06 G 12000 POI 0.3 UNIT Inch Kip A529 ALL units LBS inch p -delta ANALYSIS $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ Loading Definition Block $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ S $ Load commands LOAD DL "Dead load" joint load 10 TO 15 FORCE Y -120.0 60 TO 65 FORCE Y -120.0 100 TO 116 FORCE Y -120.0 LOAD SL "Live load 40p" JOINT LOAD 100 TO 116 FORCE Y -911.0 15 FORCE Y -456.0 65 FORCE Y -456.0 LOAD SL "Unbal snow load 40p" JOINT LOAD 109 TO 116 FORCE Y -1139.0 108 FORCE Y -570.0 65 FORCE Y -570.0 LOAD WLP "WIND LOAD- CASE 1" JOINT LOAD 10 TO 14 FORCE X 384.0 3 7 r 4 f PLOT DEVICE DXF SELECT LOAD ALL OUTPUT DECIMAL 2 $ LIST FORCES REACTIONS DISPLACEMENTS LIST REACTION ENVELOPE ALL $ LIST REACTION ALL LIST FORCE ALL $ LIST FORCE ENVELOPE ALL $ LIST DISPLACEMENT ENVELOPE ALL $ LIST FORCE ENVELOPE ALL FINISH 39 M PI:BUILDING & PLANNING DEPARTMENT Code Compliance Office shackett(a,ga rfield-countv.com Garfield County August 28, 2003 Mr. Scott Fenske 1269 Wald Dr Carbondale, CO 81623 Dear Mr. Fenske With regard to the new building permit we are issuing for a 36' X 36' "Storage Building" on property owned by you at 0589 County Road 113, formerly Kim Barta. Please be advised that we have had difficulties in the past on this property with the illegal operation of a stone company. This permit is being issued for a building to be used for personal storage only. Commercial use is not allowed. Yours truly, Steve Hackett Compliance Oficer 109 81h Street, Suite 303, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 • gq1 Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970-945-1223 ph. 945-1318 FAX Date: 09-02-03 To: Building & Planning From: Bobby Branham Re: Driveway permit exemption For: Scott Fenski 0589 CR 113 Glenwood Springs CO 81601 Location: 0589 CR 113 Glenwood Springs CO 81601 Scope of Work: Obtain building permit Road and Bridge Concerns: For the purposes of the current building permit application. This property currently meets all Road and Bridge standards, and is therefore exempt from County driveway permit requirements. Bobby Branham Dist.1 Road and Bridge •. . No Obi\ Assessor's Parcel No4233-17a- 00 ' 7 Date if;44-ci- t") S ILnING PERMIT CARD s 1 • Job Address t ZS l • ll Owne ' an ? Address ContractorcTht L Address SQtbac • � ��Front Rear Soils Test Footing Foundation Gro get /V r Un ground Plumbing Ro gh Plu bing Framing Insu�tiop Roof Drywa J I M Gas Phone ictiom-ccasi Phone RH LH Zoning INSPECTIONS t NiWfV�rerc.t�( y _ NOTES Weatherproofing Mechanical Electrical Rough (State) Final al Final (State) !Comps Final Aecklist Completed? .- Certificate Occupancy # Date Septic System # Date Final Other (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT //G FIELD COUNTY, COLORADO Date IssuedP..�[Qag ..O„ .(...Zoned Area Permit No. .1441 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 Inspeftgr and IMMEDLATLY BE • ME NULL AND VOID. -IrY. e_a • ..; iia, Use Addres Legal Description Ow e OwnASKa- e Setbacks Front Side M rontractortl It Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing e'/�/d3 i Foundation Und round lumbing Insulation jJaf Rough lu bing Drywall )%, Chimne Vent Electric Final (by State Inspector) N Gas ping Final q_q_Dt'7 .. Electric Rough (By State Inspector) N9 Ref!' Septic Final Framing 414 ovayv (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 109 8th Street County Courthouse Glenwood Springs, Colorado. APP ' 0 EDDO NOT DESTROY THIS CARD Date IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC