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Home My WebLink AboutApplication- PermitGarfield County • Building, Sanitation, & Planning Department 108 8'" Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO.clpl3 Job Address ObLDS 1 DL, Nature of Work Building Permit 218s"- ai a- oo- cx t Use of Biding Owner \58 or1 f1Ltst_. Contractor G(- nl-lr> Amount of Permit$315 Date �` "'� Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'h Street, Suite 201, Glenwood Springs, CO 81601 ^1Phone: 970-Q45O,2^ ax: 970-384-3470! Inspection Line: 970-384-5003 Permit No: TZt l n- 01 — Parcel/Schedule No: ( 5j )- v� ODO @ AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT TIO: STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28201 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 1T SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF 11115 JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE O: ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCINS. THE RESPONSIBILITY FOR THESE ITEM: AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARL INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 ort I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): �a'�j jnlf4f0-z 0 II -)13 Job Address: �1 / / 60 G SI F (� /GO 6-4 n u sr-, -7 FP. 1 Lot No: Block No: Subd. / Exemption: 2 Owner: j4'f,k- ,4IsJarP Address�7 1/3/ Firer-iM.ec,s Ph: 9,20-79Ya Wk Ph: 3 Contractor 624E Patchwet s-. r.4.- Address: y,2&'f /I7RA1 ., Ph: 9VIC &'127 Lic. No. 4 Architect/Engineer: Tis t Address: y..�%•.- 3/4 fr,/i...,.aJ t.a /.,tip. Ph: /--goo -ra- s -s z9 Lic. No. 5 Sq. Ft. of Building: f/leo Sq. Ft. of Lot: ,V617 aeec Height: 1/16n No. of Floors: 1 6 Use of Building: HP. t' •, S se of ais 4 7 Describe Work: ,1� ,/ / Oa, id Mini Ale ha 21lt,%�AyC 8 Class of Work: pat New �❑ Alteration ❑ Remove ❑ Addition ❑ Move 9 10 Garage: o Single o Double Carport: o Single o Double o - o On -Site Sewage Disposal jx Site Plan t,i 5(4 r'sr (Septic) 11 Valuation of Work: $ /GO' moo Adjusted Valuations: $ G95// W 77 -- /13 u 2 ►+tee Sw,I..c. Mte ss a f� .+µ.� tt AA 3(45 , % &a A Ai Oyu NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF 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. 1 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 COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE fR CANCEL THE PROVISIONS OF ANY OT STATE OR LOCAL LAW REGULATING CONSTRUCTION OR T - Pi- s RMANCE OF CO . T' UCTION. Foes ..•.,a 3 •� Plan Check Fee: 1395.78 Permit Fee: 2)41,35- Total Fee: Dated Permit Issued: 35s3�. )3 9.(`CiGroup: Const. Type: Zoning: L�(JyL(�yTIQ,l.t.tgj/ Setbacks: Manu. Home: ISDS No. & Fee: (<' /s - ER / 1,4 1,•103 ,moi �/ iii i I DE . N APPRO' 1 /DATE 0'7 On'' IE DATE AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT TIO: STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28201 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 1T SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF 11115 JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE O: ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCINS. THE RESPONSIBILITY FOR THESE ITEM: AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARL INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 ort I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): �a'�j jnlf4f0-z • 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. ****CANNOTOCCUPY 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 PREMISE UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanc use and the issuance of a • • etc. a— • ra fir,%. Certificate offccjpancy for the dwelling under building permit Signature Date BpcontO82002 ci PLAN REVIEW CHECKLIST Applicant 4^ 5 poRF Building t ngine oundation way Permit +� Date 'N4 Septic Permit and Setbacks 1../tirade/Topography 30% 144 Attach Residential Plan -Review List ✓Minimum Application Questionnaire Subdivision Plat Notes •/P ire Department Review Valuation Determination/Fees L' ed Line Plans/Stamps/Sticker eviewer To Sign Application liFarcel/Schedule No. AA40# Snowload Letter- Manf. Hms. GENERAL NOTES: ALLL44ov4 410 72.51 240° �g 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 s Avviz-4 66-1 re-a,u27 /pad 301 l@ 3si 20 �„e axA GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS 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. 1 Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" 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 roofing 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 returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to. the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on 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 },1 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project if 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance 2 only", "Approval drawings only", "For permit issuance only" or similar language? Yes y No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project r 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes 6. 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 a/ No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes < No Not necessary for this project 8. 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 No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes y No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project ..- 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes it No Not necessary for this project 3 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ,t- No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 4' No Not necessary for this project 16. 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 grade contours? Yes k No Not necessary for this project 17. 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 Not necessary for this project k 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project ..y 19. 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 Not necessary for this project y 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project k- 21. 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 these areas? Yes No Not necessary for this project_ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project_ Y 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) Yes No Not necessary for this project 4 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project -tr 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project 4( 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project d. 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project k- 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes y No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes Y No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes A.-- No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes Y No 33. 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 "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes C No 5 34. 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 and occupancy of the building? Yes No_ 35. 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 Uniform Codes? Yes iNo 36. 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. 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. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re -inspection fee? Yes I( No 38. 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 r No 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes ./ No 40. 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 submitt1 of the building permit application? Your attention in this is appreciated. Yes No 6 I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Signature Phone: qyr' 64 a 7 (days); Project Name: (Sc?%-1of+ Project Address: O6 G- S . S t (evenings) Note: M1/44/e2 3 Date If you answered "No" on any of these 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 the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. 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. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm 04/2003 7 TRACHTE BUILDING SYSTEMS, INC. LOW -PROFILE MINI -STORAGE PROJECT CALCULATIONS PER UNIFORM BUILDING CODE 1997 Customer: Mike Alsdorf Prepared by: Steven E. Hayden Location: Glenwood Springs, CO Reviewed by: John E. Whalen Order Number: P-27124 Building: A & B BUILDING DESCRIPTION BUILDING HEIGHT H = 8•ft + 4 in BUILDING WIDTH B = 40 ft BUILDING LENGTH Length a 195ft in Rpitch a .25 ft Slope a .5 ROOF PITCH BUILDING SUPE 1 for Lean-to, 0.5 or Gable BAY WIDTH 1 Bayl = 1041 BAY WIDTH 2 BaY2 a 5 ft PURLIN SPACING Pspace = 5.11 RAFTER SPAN Rspan = 2•Bspace BLANK ENDWALL SPACING EWspace = Rspan INT. PARTITION GIRTS (BAY 1) Colbracel a "no" INT. PARTITION GIRTS (BAY 2) Colbracel = "no" ROOF DEAD LOAD DR = 2 psf PARTITION DEAD LOAD Dp = 3 psf HEIGHT TO FLOOR Lower a Oft FEB 022M BUILDING LOADS GROUND SNOW LOAD SNOW EXPOSURE CATEGORY SNOW IMPORTANCE FACTOR Table A -16 - Pg = 40.psf Esnow = 3 is= 0.9 SN01N7 nen OF Rsaarts CSIGN LOAD Pf=40ps WIND VELOCITY Figure 16-1 WIND EXPOSURE CATEGORY W abDe tI�MPORTANCE FACTOR TSEISMIC OCCUPANCY CATEGORY 4 SEISbMIC ZONE FACTOR Ta16-1 SOIL PROFILE TYPES Table 16-J P27124.mcd 1 V=80mph 1 LO Zone = "1" Type = "SD" 2/2/2004 DESIGN WIND LOADS (BUILDING AND CLADDING) BASIC VRELOCI1TY 6-F PRESSURE, Pv Pqs =.00256 mph 2•psf.V2 qs = 16.38psf PRESSURE COEFFICIENTS PER TABLE 16-11 WALL(Based on 30 ft2) WINDWARD END ZONE 1E LEEWARD END ZONE 4E WINDWARD MID ZONE 1 LEEWARD MID ZONE 4 Cg[E E 1.03 Cq4E E. -1.33 Cg1E1.53 Cq4 = —1.53 DESIGN PRESSURE (psf) WALL WINDWARD END ZONE 1E LEEWARD END ZONE 4E WINDWARD MID ZONE 1 LEEWARD MID ZONE 4 ROOF -NEGATIVE WINDWARD END ZONE 2E LEEWARD END ZONE 3E WINDWARD MID ZONE 2 LEEWARD MID ZONE 3 END ZONE WIDTH a E if (21 >_ 10ft,10.ft,Z1) a=oft ROOF NEGATIVE(Based on 50 ft2) WINDW END ZONE 2E LEEW END ZONE 3E W INDW MID ZONE 2 LEEW MID ZONE 3 PIE E 9s'Cew'Cg1E-Iw P4E E gs'Cew Cg4EIw PI E gs'Cew Cgl'Iw P4 = 9s'Cew'C44-IN P2E = cls'Cew'Cg2E'Iw P3E = gs'Cew'C0E'Iw P2E 9s'Cew'Cg2'Iw P3 = gs'Cew'Cg3'Iw DESIGN LOADS PER TABLE 16-11 WALL PRESSURE COEFFICIENT WINDWARD WALL PRESSURE COEFFICIENT LEEWARD ROOF PRESSURE COEFFICIENT WINDWARD ROOF PRESSURE COEFFICIENT LEEWARD DESIGN PRESSURE WINDWARD WALL Pww = 9s'Cew'Cgwmd'Iw Cg2E _ —1.95 Cg3E = -1.95 C42 = —1.57 Co E —1.57 PIE = 17.89 psf P4E = -23.1 psf P1 = 26.57psf P4 =—26.57psf P2E =—33.87psf P3E = -33.87 psf P2 = -27.27 psf 133 =-27.27psf WHERE Z1 a 0.I•B (MAIN WIND FORCE RESISTING FRAME) Cq.wind s 0.8 Cq.lee = —0.5 Cq.wroof = —0.7 Cq.koof E -0.7 LEEWARD WALL PLw E 9s'Cew'Cq.lee'Iw Pww = 13.89psf Plw = —8.68 psf WINDWARD ROOF Psw = gs'Cew'Cq.wroof'Iw Psw = -12.16 psf LEEWARD ROOF Prw = 9s'Cew'Cq Irooflw Pnv = —12.16 psf P27124.mcd 2 2/2/2004 DESIGN SNOW LOAD Pf = 40psf SEISMIC DESIGN ANALYSIS PROCEDURE; BUILDING FRAME SYSTEM: RESPONSE MODIFICATION FACTOR Table 1617.6 WEIGHT OF BUILDING (Bay 1) SEISMIC BASE SHEAR (Bay 1) WEIGHT OF BUILDING (Bay 2) SEISMIC BASE SHEAR (Bay 2) WEIGHT OF BUILDING (Longitudinal) SEISMIC BASE SHEAR (Longitudinal) Static Force Procedure (Simplified 1630.2.3) Light frame walls with shear panels Response = 2.5 Wbuilding 1 = 60001b Vbase.l = 864 Ib Wbuildmg.2 = 3000 Ib abase 2 = 432 lb Wing = 1170001b Vbase.long = 168481b PURLIN MEMBER STRESSES Note: Live toad deflection limited to 1/2 of roof pitch. SNOW LOAD Max positive moment, bay 1 Max End Reaction, bay 1 Max positive moment, bay 2 Max End Reaction, bay 2 WIND LOAD Mp1 :_ r// 2 LIPf+ DR)'Pspacel (BaY1) 8 (Pf * DR)'Pspace'BaYI Rp1:= 2 DR)' Pspacel(BaY2)2 Mp2:= 8 (Pf + DR)-Pspace.BaY2 Rp2 2 Bay 1 Max Moment - Windward Side End Zone M I W2E := 8 .[(P2E + DR)' Pspace�'BaYI M l W2E = —23899.3 16 in R1W2E=-787.25 ib RIW2Em = —708.05 Ib Max Moment - Leeward Side End Zone 12 MIW3E:= 8'[(P3E+DR)'Pspace}BaY1 2„, MI RI W3E = —787.251b RIW3Em = —708.051b Max Moment - Windward Side Mid Zone M1W2 8f(P2+DR)'Pspace]'BaYt2 MI W2=-18949.69'bin 1 R1W2 := .f132 + DR)'Pspace'BaYI Max Moment/- Leeward Side Mid Zone M1W3 g.�1P3 + DR)-Pspacee•BaY12 RI W3 2.�p3 + DR)-Pspace'BaY1 —23899.3 lb in RI W2 = -631.661b M I W3 = -18949.69 lb in R1 W3 = -631.661b Mpi = 31500 lb in Rpl = 10501b Mp2 = 78751b in Rpt = 525 Ib "'space' Rpitch 81un 2 Bayl4 S Pfpspace Ii 384 E•Sltm 12:- Bay24 SPfPspace 384 E•Sbm Bay 2 Max Moment - Windward Side End Zone M2W2E 8'[(P2E+ DR) Pspace BaY22M2W2E Fin R2W2E = —420.02 ib R2W2Em = —393.6215 Max Moment -//Leeward Side End Zone M2W3E g.3E+DR)'Pspace]'BaY22M2W3E R2W3E = -420.0215 R2W3Em = —393.621b Max Moment - Windward Side Mid Zone M2W2: 8'��p2 + DR)'Pspacel'BaY22 R2W2 7132 + DRIPspace•BaY2 Max Moment - Leeward Side Mid Zone M2W3 8 .[(P3 + DEO'PapaceJ'BaY22 = —5974.82 lb in = —5974.82 Ib m R2W3 := 2.�P3 + DR).Pspace'BaY2 M2W2 = —4737.42 lb in R2W2 = —315.8315 M2w3 = —4737.42 Ib to R2W3 = —315.83 lb P27124.mcd 3 2/2/2004 'RAFTER MEMBER STRESSES $NOW IrOAD 2 Rpi.Rspan Max positive moment, bay 1 Mrp1 4 2.RprRspan Max positive moment, bay 2 M p2:= 4 WIND LOAD Bay 1 Max Moment - Windward Side End Zone M (RI W2Em + RI W2)'Rspan 4 rlw2e = - M 40791.321bin rlw2e Max Moment - Leeward Side End Zone M (R1W3Em+RIw3)'Rspan 4 rlw3e=- M 40191.321bin rlw3e:= Max Moment - Windward Side Mid Zone 2'Ri W2-Rspan Mrlw2 4 Mrlw2 = -37899.38 lb in Max Moment - Leeward Side Mid Zone 2'RI W3'Rspan Mr1w3 4 INTERIOR COLUMN Axial load, bay width 1 p11 (Pf + DR).Bayi •Rsparl Axial load, bay width 2 P12 := (Pf + 9R) Bay2'Rspan Mrlw3 = -37899.38 Ib in Mrpl=630001bin Mrp2 = 315001b in Bay 2 Max Moment - Windward Side End Zone Mr2w2e + R2W2).Rspan Mr2w2e21283.56 ib in r2w2e 4 = - Max Moment - Leeward Side End Zone M (R2W3Em + R2W3) Rspan M 21283.561bin [2w3e 4 r2w3e = - Max Moment - Windward Side Mid Zone M = -18949.69 2 R2W2 R'�a M1bm r2�2 4 r2w2 Max Moment - Leeward Side Mid Zone 2'R2W3•Rspan Mr2w3 4 Mr2w3=-18949.69Ibin P11 = 42001b P12 = 21001b CLOSET SIDEWALL / ENDWALL COLUMN Axial load, bay width 1 Axial load, bay width 2 Rpi = 10501b Rpt = 5251b BLANK SIDEWALL COLUMN Axial load, bay width 1 Axial load, bay width 2 Rap= Psi := (Pf+DR).Bayi 2 Rspan PS2 (Pf+DR).Bay2. 2 BLANK ENDWALL COLUMN Bay! PEI (Pf +DR) 2 'EWspace Bay2 13E2:= (Pf +DRP 2 •EWspace L = ft(B Slope.Rprtch) + Hi - 1.5•inj rr (P4E'EW space)'L(L - 9.in)2] Axial load, bay width 1 Axial load, bay width 2 Max column height Max moment, end zone Max moment, mid zone P27124 mcd Mez := 8 (P4 EWspace)'(L - 9•in)2 M12 := 8 Psi = 21001b PS2 = 10501b 4 PE1 = 21001b PE2 = 10501b L = 8.63 ft Mez = -21486.71 Ib in M1Z = -24717.79 lb in 2/2/2004 • GIRT* Max moment, 10' endwall, end zone L-9in 2 r E 3 �EWspace) MGez := MGez = -9094.9 Ib to 8 Max moment, sidewall, end zone, Bay width 1 (P4E'Hx5).(Bay1)2 MGsez1 8 MGSeZ i = -9624.23 lb in Max moment, sidewall, end zone, Bay width 2 2 M(P4E'HXs).(BaY2) MGsez2 :- 8 MGsez2 =-2406.06Ibtn Max moment, sidewall, mid zone, Bay width 1 Max moment, sidewall, mid zone, Bay width 2 (Pq.Hxs)• (Ban )2 MGsezlm= 8 REACTIONS MGsezim = -11071.49 lb in MGsez2m (P4.Hxs)'(BaY2)2 8 MGsez2m = -2767.87 lb in BAY WIDTH 1 Maximum Uplift @ Straps Maximum Uplift @ Interior Gravity load @ Exterior Columns Maximum Shear Pve tl.l = 166516 (Wind) PvertlI = 8811b Gextl.l = 210016 Phortzl = 941 lb Pvertl 2 = 385 Ib (Seismic) BAY WIDTH 2 Maximum Uplift @ Straps Maximum Uplift @ Interior Gravity load @ Interior Columns Maximum Shear Pvert2.1 = 8321b Pvert2.2 = 192.51b (Wind) (Seismic) Pvert2I = 4401b Check Wall Strap Braces Gext2.2 = 2100 Ib Phanz2 = 470 Ib TRY 2" WIDE 16 GA. STRAP BRACING Fy 33000psi An := .06in•(2in - .5625in) Sgt := 1.67 Tn := An Fy T Ta := n 1.33 Ta = 2266.771b fit BAY 1 T1 = 1224.541b # of Straps Required Straps1 = 1 BAY 2 T2 = 612.271b # of Straps Required Straps2 = 1 An = 0.09io Tn = 2846.25 lb LONGITUDINAL TL = 21931.181b # of Straps Required StrapsL = 10 P27124.mcd 5 2/212004 INTERIOR COLUMN DESIGN, BAY 1 INTERIOR COLUMN DESIGN, BAY 1 Webla = 3.5 Flangela = 1.5 Gagela = 16 P11 = 42001b AeD = 0.63 in2 SXeD = 0.71 in3 IxD = 1.5 in4 Pa = 4269.81b INTERIOR COLUMN DESIGN, BAY 2 Interactionla := P- III PaD L=91in Interactionla = 0.98 INTERIOR COLUMN DESIGN, BAY2 Web2a = 3.5 Flange2a = 1.5 Gage2a = 18 P12 = 21001b 2 3 4 P = 4122.771b Ae=0.62 in S%e=0.5in Ix=1.16in a END WALL COLUMN DESIGN, BAY 1 END WALL COLUMN DESIGN, BAY 1 Interaction2a := P12 PaD L=91in Interactionla = 0.51 END ZONE Weblb = 3.5 Flangelb = 1.5 Gagelb = 12 AeD=1.33 in2 SXeD = 1.42 in3 lxD =2.541n4 Ly=35 in PE1 = 21001b Mx = 21486.71 lb in PE L Mx = 37327.53 Ib in Interactionlb.= - + aD axi) pap Maxp Interaction lb = 0.69 END WALL COLUMN DESIGN, BAY 2 END WALL COLUMN DESIGN, BAY 2 END ZONE Web2b = 3.5 Flange2b = 1.5 Gage2b = 12 AeD = 1.33 in2 S%eD = I.42 in3 IxD = 2.54 in4 Ly = 351n PE2 = 10501b Mx = 21486.711bin pE2 Mx P = 18664.55 Ib M = 37327.53 Ib in Interaction2b := - + aD axD Pap Max]) Interaction2b = 0.63 SIDEWALL / ENDWALL CLOSET COLUMN DESIGN, BAY 1 SIDEWALL 1 ENDWALL CLOSET Weblc = 3.5 Flangelc = 1.5 Gagelc = 16 Rpl = 10501b AeD = 0.31 in2 5%eD = 0.36 in3 IxD = 0.75 in4 PaD = 1283.0916 Interactionlc ._ L=91in Rp l pap Interactionlc = 0.82 SIDEWALL 1 ENDWALL CLOSET COLUMN DESIGN, BAY 2 SIDEWALL / ENDWALL CLOSET Web2c = 3.5 Flange2c = 1.5 Gage2c = 18 AeD = 0.2in2 SxeD = 0.25 in3 IxD = 0.58 in4 Rp2 = 525 Ib PaD = 815.211b Interactionlc ._ PaD Rp2 L=91in Interactionlc = 0.64 BLANK SIDE WALL COLUMN DESIGN, BAY 1 END ZONE BLANK SIDEWALL, BAY 1 END ZONE Webld=3.5 Flangeld=1.5 Gageld=12 AeD = 1.33 in2 SXeD = 1.42 in3 IxD = 2.54 in4 Ly = 33 in Psi = 21001b Mx = 24060.59 lb in Pa = 21550.371b Maxi) = 37327.53 lb in Interaction Id .= p511 + Mx Pap Maxi) Interaction Id = 0.74 BLANK SIDE WALL COLUMN DESIGN, BAY 2 END ZONE BLANK SIDEWALL, BAY 2,END ZONE Web2d = 3.5 Flange2d = 1.5 Gage2d = 16 AeD = 0.63 in2 SxeD = 0.71 in3 PS2 = 10501b Mx = 12030.29 lb in Pan = 10056.55 Ib Maxi) = 18679.01 lb in Interaction2d := PS2 + Mx Pap Maxi) IxD = 1.5 in4 Ly = 33 in Interaction2d = 0.75 P27124.mcd 6 2/2/2004 BLANK SIDE WALL COLUMN DESIGN, BAY 1 MID ZONE BLANK SIDEWAL, BAY 1, MID ZONE Weble = 3.5 Flangele = 1.5 P31 = 21001b Mx = 27678.72lbin Pap = 21550.371b Max, = 37327.53 lb in Gagele = 12 A, = 1 33 int SXe = 1.42 in3 Ix, = 2.54 in4 Ly = 33 in Interactionle := PSI + Mx PaD Maxi) Interactionie = 0.84 BLANK SIDE WALL COLUMN DESIGN, BAY 2 MID ZONE BLANK SIDEWAL2, BAY 2, MID ZONE Web2e = 3.5 Flange2e = 1.5 Gage2e = 16 A = 0.63 int S%e, = 0.71 in3 Ix = 1.5 in4 L = 33 in PH2 = 10501b Mx = 13839.36 lb in b Pa, = 10056.551b Max, = 18679.011bin Interaction2e := PE2 + Mx Pap Maxi) Interaction2e = 0.85 GIRT DESIGN END WALL GIRT DESIGN END ZONE BAY 1 Weblf = 3.375 Flangelf = 1.5 Gagelf = 14 MGez=-9094.9in•lb AD = 0.45 int Sxei) = 0 4 in3 Ixp = 0.74 in4 Maxp = 10455.81 Ib in BAY 2 Web2f = 3.375 Flange2f = 1.5 Gage2f = 14 MGez = -9094.9 in. lb AD = 0.45 int S%ep = 0.41n3 IxD = 0.74 in4 Maxp = 10455.81 Ib in SIDEWALL GIRT DESIGN, BAY 1 Interaction If :- -MGez Maxp Inreractionlf = 0 87 - MGez Interaction2f - Max Interactton2f = 0.87 END ZONE -MGsezl SINGLE GIRT Web Ig = 3.375 Flangelg = 1.5 Gagelg = 14 MG$ez1 = -9624.23 in lb 2 3 4 M = 10455.81 Ib in AD = 0.45 in SXe, = 0.4 in [xi) = 0.74 in �D DOUBLE GIRT Web2g = 3.375 Flange2g = 1.5 Gage2g = 18 MGsezl = -9624.23 imlb AD = 0.6 int SXe = 0.45 in3 Ix = 0 98 in4 Maxi) = 11891.04 Ib in D D SIDEWALL GIRT DESIGN, BAY 1 Interactionlg Maxi) Interactionlg = 0.92 - MGsezl Interaction2g :- M Interaction2g = 0.81 axD MID ZONE SINGLE GIRT Weblh = 3.375 Flangelh = 1.5 Gagelh = 12 MGsezim =-11071.49in.lb 2 3 4 Mak)- 17629.59 Ib in AD = 0.66 in SXe = 0.67 in Ix = l .14 in �D D DOUBLE GIRT Web2h = 3.375 Flange2h = 1.5 Gage2h = 18 MGsezlm=-11071.49 in. lb 2 3 4 M = 11891.041bin AD=0.6in S%e,=0.45 in IxD=0.98 in a'v - MGsezl m Interaction I h Maxi) Interactionlh = 0.63 -MGsezlm Interaction2h Maxi) Interaction2h = 0.93 P27124.mcd 7 2/2/2004 SIDEWALL GIRT DESIGN, BAY 2 END ZONE SINGLE GIRT Webli = 3.375 AD = 0.23 in2 DOUBLE GIRT Web2i = 3.375 AD = 0.45 in2 Flange = 1.5 S%eD = 0.16 in3 Flange2i = 1.5 SXeD = 0.31 in3 SIDEWALL GIRT DESIGN, BAY 2 Gagel i = 20 MGsez2 = -2406.06 m lb I = 0.371n4 MaxD = 4102.01 ]bin Ix Gage2i = 20 MGsez2 = -2406.06 in. lb I = 0.74 in4 M = 8204.01 'bin xD Interactionli Interaction2i - MGsez2 MaxD Interactionl i = 0.59 - MGsez2 Mall) SINGLE GIRT Weblj = 3.375 AD = 0.23 int DOUBLE GIRT Web2j = 3.38 AD = 0.45 int Flangell = 1.5 S%eD = 0.16in3 Flange2j = 1.5 SXe0 = 0.31 in3 PURLIN DESIGN Gage 1 j = 20 MGsez2m = -2767.87 im lb MGsez2m Interactionlj :- I x = 0.37 inD4 Maz= 4102.01 lb in Gage2j = 20 MGsez2m = -2767.87 in. lb I = 0.74 in4 Maxi)= 8204.01 Ib in zD Interaction2j Max D -MGsez2m Interaction2i = 0.29 MID ZONE Interactionlj = 0.67 Max_ Interaction2j = 0.34 PURLIN PROPERTIES PURLINS FOR BAY 11 w R -PANEL, ROOF LIVE LOAD ANALYSIS Maximum Moment R -PANEL LIVE LOAD WEBla = 7 AD= 0.81 in2 FLANGE l a = 2.5 SXe = 1.72 in3 GAGE l a = 16 IxD = 6.08 in4 Mpl = 31500lbin Max = 34043.351bin INTER Ia.- PURLINS FOR BAY 1 wl STANDING SEAM w!o BRIDGING, ROOL LIVE LOAD ANALYSIS LIVE LOAD W/0 BRIDGING WEB lb=7 AD=1in2 FLANGE lb = 2.5 S%e = 2.16 in3 GAGE lb = 14 Ix = 7.59 in4 Mpl = 31500lbin Max = 33582.881b Mpl Max INTER1 a = 0.93 INTER 1 b Max PURLINS FOR BAY 1 w/ STANDING SEAM w BRIDGING, ROOF LIVE LOAD ANALYSIS LIVE LOAD W/ BRIDGING WEBIc = 7 AD = 0.81 in2 FLANGEIc = 2.5 S%e D = 1.72 m3 GAGEIc = 16 Ix,=6.08in4 Mp l = 3150016 in Max = 34043.35 lb in PURLINS FOR BAY 2 wl R -PANEL, ROOF LIVE LOAD ANALYSIS LIVE LOAD R -PANEL WEB Ig=7 AD = 0.48 int FLANGEIg = 2.5 S%eD = 0.85 in3 GAGEIg = 20 Mp l INTERIb = 0.94 INTERIc Mp1 Max INTER' c = 0.93 Mpg = 78751bin = 3.57 in4 Max = 16725.07 lb in INTER1g:= PURLINS FOR BAY 2 wl STANDING SEAM w/o BRIDGING, ROOL LIVE LOAD ANALYSIS LIVE LOAD W/O BRIDGING Mpg Mar INTER 1 g = 0.47 P27124.mcd 8 2/2/2004 WEB] h' 7 FLANGElh = 2.5 GAGE1h = 20 'AD = 0.48 in2 S%e = 0.85 in3 [x = 3.57 iv D M2=78751bin INTERih.- Mpg Max = 16725.071bin Max PURLINS FOR BAY 2 wl STANDING SEAM w BRIDGING, ROOF LIVE LOAD ANALYSIS INTERI h = 0.47 LIVE LOAD W/ BRIDGING WEB] i = 7 FLANGEIi = 2.5 AD = 0.48 in2 SXe = 0.85 in3 GAGEIi = 20 Ix = 3.57 in4 D Mp2 = 78751b in Max = 16725.07lbin PURLINS FOR BAY 1 w/o BRIDGING, END ZONE WIND LOAD ANALYSIS Mp2 INTER]] :- Max INTERli = 0.47 END ZONE W/O BRIDGING WEBIm = 7 FLANGElm = 2.5 GAGE 1m=18-MIW3H=23899.3lbi -M1W3E nN'FERIm :_ AD = 0.63 in2 S%e = 1.29 in3 Ix = 4.71 in4 Max = 23985.761b in Max INTERlm = 1 D D PURLINS FOR BAY 1 w/ BRIDGING, END ZONE WIND LOAD ANALYSIS END ZONE W/ BRIDGING WEBIn = 7 FLANGE In=2.5 AD = 0'631n2 SXe = 1.29 in3 GAGEIn = 18 Ix = 4.71 in4 -M1W3H = 23899.3Ibi -MIW3E nNTERIn Max Max = 33771.651b in PURLINS FOR BAY 1 w/o BRIDGING, MID ZONE WIND LOAD ANALYSIS MID ZONE W/O BRIDGING WEB10=7 FLANGElo = 2.5 AD = 0.63 in2 SXeD = 1.29 in3 GAGEIo = 18 xD=4.71in4 INTER In=0.71 -MIW3=18949.69lbi -MI.W3 n1NTER 10 :_ Max = 23985.76lbin Max INTER] o = 0.79 PURLINS FOR BAY 1 w/ BRIDGING, MID ZONE WIND LOAD ANALYSIS MID ZONE W/ BRIDGING WEBIp = 7 FLANGE1p = 2.5 GAGEIp = 20 -M1W3 = 18949.69lbin -V11W3 = AD = 0.48 m2 Sxe D = 0.85 in3 IXD = 3.57 in4 Max = 22244.3516 in CNTERIP Max INTERI p = 0.85 PURLINS FOR BAY 2 w/o BRIDGING, END ZONE WIND LOAD ANALYSIS END ZONE W/O BRIDGING WEB1q = 7 FLANGElq = 2.5 GAGE lq=20M 2 3 -M2W3E = 5974.821bin INTERIq - -M2W3E AD = 0.48 in SXe = 0.85 in 4 Max INTERI 0.27 p I = 3.57 in Max = 22244.35 lb in q = PURLINS FOR BAY 2 w/ BRIDGING, END ZONE WIND LOAD ANALYSIS END ZONE W/ BRIDGING WEB 1r = 7 FLANGEIr = 2.5 GAGEIr = 20 -M2W3E = 5974.82 lb in -M2W3E INTERIr .- INTERIr = 0.27 AD = 0.48 in2 SxeD = 0.85 in3 I = 3.57 in4 Max = 22244.3516 in M xp PURLINS FOR BAY 2 w/o BRIDGING, MID ZONE WIND LOAD ANALYSIS MID ZONE W/0 BRIDGING WEBIs = 7 FLANGE1s = 2.5 GAGEls=20 -M2W3 = 4737.42lb in -M2W3 INIERIs:- INTER1s=0.21 2 3 4 Max = 22244.35Ibin Max AD = 0.48 in Sxe = 0.85 in Ix = 3.57 in D D PURLINS FOR BAY 2 w/ BRIDGING, MID ZONE WIND LOAD ANALYSIS MID ZONE W/ BRIDGING WEB1t=7 FLANGElt=25 AD = 0.48 in2 SXe = 0.85 in3 P27124.mcd GAGE1t = 20 IX = 3.57 in4 D -M2W3=4737.42 lb in INTERIt:- MaX = 22244.351b 9 -M2W3 Max INTER't = 0.21 2/2/2004 • RAFTER DESIGN RAFTER DESIGN, BAY 1 SNOW LOAD SNOW LOAD WEBIrI = 9 FLANGE I r I = 3.25 GAGE1r1 = 12 Max = 92050.24 in lb Mx = 6300016 m RAFTER DESIGN, BAY 2 SNOW LOAD Mx INTER] r1 :_ — Max INTER1r1 = 0.68 SNOW LOAD WEBIr2 = 9 FLANGElr2 = 3.25 Max = 36961.98 tn.lb RAFTER DESIGN, BAY 1 WIND LOAD WIND LOAD, MID ZONE WEB1r5 = 9 FLANGEIrS = 3.25 Max = 42508.16in•Ib GAGE1r2 = 18 Mx = 31500 Ib in Mx INTERlr2:= — Max INTER1r2 = 0.85 MID ZONE GAGE1r5 = 18 Mx = 3158.28lbft Mx INTER1r5 = — Max INTER1r5 = 0.89 RAFTER DESIGN, BAY 1 WIND LOAD END ZONE WIND LOAD, END ZONE WEBIr6 = 9 FLANGEIr6 = 3.25 Max = 3542.35 Ib ft GAGEIr6 = 18 Mx = 40191.321bin INTER 1 r6 ._ Mx Max INTERIr6 = 0.95 RAFTER DESIGN, BAY 2 WIND LOAD MID ZONE WIND LOAD, MID ZONE WEBlr7 = 9 FLANGE1r7 = 3.25 Max = 42508.16 in.lb GAGE 1 r7 = 18 Mx Mx=18949.691bin INTERlr7:= :=M ax INTERIr7 = 0.45 RAFTER DESIGN, BAY 2 WIND LOAD END ZONE WIND LOAD, END ZONE WEB1r8 = 9 FLANGE1r8 = 3.25 Max = 42508.16 in • Ib GAGE1rS = 18 Mx Mx = 21283.561bin INTER1r8 := Max ax INTERIr8 = 0.5 P27124.mcd 10 212/2004 MEMBER SUMMARY PURLIN, BAY 1, R -PANEL PURLIN, BAY 1, SS w/o BRIDGING PURLIN, BAY 1, SS w/ BRIDGING PURLIN, BAY 1,WIND, END ZONE w/o BRIDGING PURLIN, BAY 1, WIND, END ZONE w/ BRIDGING PURLIN, BAY 1,WIND, MID ZONE w/o BRIDGING PURLIN, BAY 1, WIND, MID ZONE w/ BRIDGING PURLIN, BAY 2, R -PANEL PURLIN, BAY 2, SS w/o BRIDGING PURLIN, BAY 2, SS w/ BRIDGING PURLIN, BAY 2,W IND, END ZONE w/o BRIDGING PURLIN, BAY 2, WIND, END ZONE w/ BRIDGING PURLIN, BAY 2,W IND, MID ZONE wlo BRIDGING PURLIN, BAY 2, WIND, MID ZONE w/ BRIDGING RAFTER, BAY 1, ROOF LOAD RAFTER, BAY 2, ROOF LOAD RAFTER, BAY 1, WIND LOAD, END ZONE RAFTER, BAY 2, WIND LOAD, END ZONE RAFTER, BAY 1, WIND LOAD, MID ZONE RAFTER, BAY 2, WIND LOAD, MID ZONE INTERIOR COLUMN, BAY 1 INTERIOR COLUMN, BAY 2 BLANK SIDEWALL COLUMN, BAY 1, END ZONE BLANK SIDEWALL COLUMN, BAY 2, END ZONE BLANK SIDEWALL COLUMN, BAY 1, MID ZONE BLANK SIDEWALL COLUMN, BAY 2, MID ZONE CLOSET SIDEWALL / ENDWALL COLUMN, BAY 1 CLOSET SIDEWALL I ENDWALL COLUMN, BAY 2 BLANK ENDWALL COLUMN, BAY 1 BLANK ENDWALL COLUMN, BAY 2 CORNER COLUMN ENDWALL GIRT, END ZONE, BAY 1 ENDWALL GIRT, END ZONE, BAY 2 SIDEWALL GIRT, END ZONE. BAY 1, SINGLE SIDEWALL GIRT, END ZONE, BAY 1, DOUBLE SIDEWALL GIRT, MID ZONE, BAY 1, SINGLE SIDEWALL GIRT, MID ZONE, BAY 1, DOUBLE SIDEWALL GIRT, END ZONE, BAY 2, SINGLE SIDEWALL GIRT, END ZONE, BAY 2, DOUBLE SIDEWALL GIRT, MID ZONE, BAY 2, SINGLE SIDEWALL GIRT, MID ZONE, BAY 2, DOUBLE STRAP BRACING, BAY 1 Strapsl = 1 STRAP BRACING, BAY 2 Straps2 = 1 WEBla = 7 WEBIb = 7 WEB1c = 7 WEBIm = 7 WEBIn = 7 WEBlo = 7 WEB ]p=7 WEB lg=7 WEBIh = 7 WEBIi = 7 WEB1q = 7 WEB1r = 7 WEB1s = 7 WEB 1t=7 WEBIrI = 9 WEBlr2 = 9 WEB1r6 = 9 WEBlr8=9 WEB 1r5 = 9 WEB1r7 = 9 Webla = 3.5 Web2a = 3.5 Webld = 3.5 Web2d = 3.5 Weble = 3.5 Web2e = 3.5 Weblc = 3.5 Web2c = 3.5 Weblb = 3.5 Web2b = 3.5 Weblf = 3.38 Web2f = 3.38 Weblg = 3.38 Web2g = 3.38 Weblh = 3.38 Web2h = 3.38 Webli = 3.38 Web2i = 3.38 Weblj = 3.38 Web2j = 3.38 FLANGEIa = 2 5 FLANGEIb = 2.5 FLANGE I c = 2.5 FLANGEIm = 2.5 FLANGEIn = 2.5 FLANGEIo = 2.5 FLANGE1p = 2.5 FLANGEIg = 2.5 FLANGEIh = 2.5 FLANGEli = 2.5 FLANGE' q = 2.5 FLANGE I r = 2.5 FLANGE 1 s = 2.5 FLANGEIt = 2.5 GAGE]a = 16 GAGEIb = 14 GAGElc = 16 GAGE l m = 18 GAGE]n = 18 GAGEIo = 18 GAGEIp = 20 GAGEI g = 20 GAGEIh = 20 GAGE l i = 20 GAGEIq = 20 GAGEIr = 20 GAGE] s = 20 GAGE] t = 20 FLANGE1r1 = 3.25 GAGEIr] = 12 FLANGE1r2 = 3.25 GAGE Ir2 = 18 FLANGElr6 = 3.25 GAGE1r6 = 18 FLANGE]r8 = 3.25 GAGE Ir8 = 18 FLANGE1r5 = 3.25 GAGE] r5 = 18 FLANGE1r7 = 3.25 GAGEIr7 = 18 Flangela = 1.5 Flange2a = 1.5 Flangeld= 1.5 Flange2d = 1.5 Flangele = 1.5 Flange2e = 1.5 Flangelc = 1.5 Flange2c = 1.5 Flangelb = 1.5 Flange2b = 1.5 Flangelf = 1.5 Flange2f = 1.5 Flangelg = 1.5 Flange2g = 1.5 Flangelh= 1.5 Flange2h = 1.5 Flangeli = 1.5 Flange2t = 1.5 Rangel; = 1.5 Flange2j = 1.5 Gage l a = 16 Gage2a = 18 Gageld = 12 Gage2d = 16 Gagele = 12 Gage2e = 16 Gagelc = 16 Gage2c = 18 Gagelb = 12 Gage2b = 12 Gagec = 12 Gagelf = 14 Gage2f = 14 Gage l g = 14 Gagelg = 18 Gagelh= 12 Gage2h = 18 Gageli = 20 Gage2t = 20 Gagelj = 20 Gage2j = 20 ]NTERIa = 0.93 LNTERI b = 0.94 INTERlc = 0.93 INTER] m= I INTERIn = 0.71 INTER I o = 0.79 INTERIp = 0.85 INTER] g = 0.47 INTER]h = 0.47 INTER] i = 0.47 INTERIq = 0.27 INTER I r = 0.27 INTERI s = 0.21 INTER It=0.21 INTERI r1 = 0.68 INTERIr2 = 0.85 INTERIr6 =0.95 INTER1r8 = 0.5 INTERIr5 = 0.89 INTERlr7 = 0.45 Interactionla = 0.98 Interaction2a = 0.51 Interactionld = 0.74 Interaction2d = 0.75 Interactionle = 0.84 Interaction2e = 0.85 STRAP BRACING, LONGITUDINAL StrapsL = 10 Interaction l c = 0.82 Interaction2c = 0.64 Interactionlb = 0.69 Interaction2b = 0.63 Interaction]f =087 Interaction2f = 0.87 Interactionlg = 0.92 Interaction2g = 0.81 Interactionlh = 0.63 Interaction2h = 0.93 Interaction)] = 0.59 Interachon2i = 0.29 Interactionll = 0.67 Interaction2j = 0.34 P27124.mcd 11 2/2/2004 Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970-945-1223 ph. 945-1318 FAX Date: 11-17-03 To: Building & Planning From: Bobby Branham Re: Driveway -permit exemption For w e < . *m°.'- tI•: R 160 Glenwood Springs CO 81601 970-945-8493 Location: Contractor: Same John Groth Groth Const. 4264 CR 117 Glenwood Springs CO 81601 970-945-6427 Scope of Work: Obtain building permit Road and Bridge Concerns: This property lies outside the system of maintained county roads, and is therefore exempt from County driveway permit requirements. Bobby Branham Dist.1 Road and Bridge December 26, 2003 Mr. Mike Alsdorf 1131 Cooper Ave Glenwood Springs, CO 81601 Dear Mrke, Garfield County BUILDING & PLANNING DEPARTMENT Code Compliance Office shackett(a Garfield-county.com I have completed a zoning plan review on your building permit application for storage buildings at 0068 County Road 160 in the Cardiff area. I am unable to approve the application for permitting because of a setback issue. Per section 5.05.03 (2) of the Garfield County zoning resolution of 1978, a corner lot must have a front yard setback of 25 feet along both streets. Your cite plan shows a 25 foot setback at the front entry but only a 10 foot setback along the side that fronts on the county road. They must both be 25 feet. If you should choose to appeal my decision I would refer you to section 9.04 of the zoning resolution which provides instructions for your use. Yours truly, ', tri eve Hackett Compliance Officer 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 • Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 Plan analysis based on the 1997 Uniform Building Code Project Number: Date: February 2, 2004 Project Name: Alsdorf Storage Buildings A & B Address: County Road 160 Occupancy: S1 Construction: II -N Contractor: Groth Architect: Engineer: Whalen Report By: A. Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. SEPARATION DIRECTION BOUNDARY AREA INCREASE NORTH Property line 21.0 Feet EAST Property line 49.0 Feet SOUTH Property line 35.0 Feet WEST Public way 24.0 Feet Allowable area increased 18.75% for ope - - Sec. 505.1 FL NAME FIRE PROTECTION 21.0 Feet 49.0 Feet 35.0 Feet 24.0 Feet n area on 2 sides. OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Mini Storage S1 ok 13400 14250 TOTAL FOR FLOOR 13400 14250 BUILDING TOTAL 13400 14250 - - Sec. 504 and Table 5-B 0.94 0.94 0.94 ok ok ok Page # 2 Code review for: Project Id.: Alsdorf Storage Buildings A & B Address: County Road 160 The actual height of this building is 10. feet. EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour EAST For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour SOUTH For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour WEST For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour None 3/4 hour Not Allowed Opening Construction Protection Material None Non -Comb Opening Construction Protection Material None Non -Comb Opening Construction Protection Material None Non -Comb Opening Construction Protection Material None Non -Comb Parapet Required No Parapet Required No Parapet Required No Parapet Required No No fire protection requirements for openings. Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Openings are not permitted in this wall. OTHER BUILDING ELEMENTS MATERIAL Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible ELEMENT Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Struct Frame Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Table 6-A RATING 0 hr 0 hr 0 0 0 0 hr hr hr hr None NOTES See footnote #1 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 v • Page # 3 Code review for: Project Id.: Alsdorf Storage Buildings A & B Address: County Road 160 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Mini Storage TOTAL 45 2 9.0 No N/A N/R 45 2 9.0 No N/A N/R In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. - - Sec. 1004.2.6 Exit signs are required from all areas where 2 or exits are required. - - Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. - - Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. - - Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: FLUSH AND SURFACE BOLTS: Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 • Page # 4 Code review for: Project Id.: Alsdorf Storage Buildings A & B Address: County Road 160 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS When unlocked, door(s) must swing without operation of any latching device. -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5. The travel distance for the major occupancy may be 300 feet. -- Sec. 1004.2.5.2.5 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and ICBG research reports for requirements. VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Page # 5 Code review for: Project Id.: Alsdorf Storage Buildings A & B Address: County Road 160 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. - - Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807.1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450. - - Sec. 707.3 2) Foam plastic insulations are required to be protected. -- Sec. 2602 Page # 6 Code review for: Project Id.: Alsdorf Storage Buildings A & B Address: County Road 160 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Date: April 1, 2004 To: Andy Schwaller Building Official Garfield County From: Mike Wheelersburg Building Official City of Glenwood Springs Re: Mini -Storage at Alsdorf Property Dear Andy, This letter has been requested to address the issue at the project listed above concerning the question of authority of jurisdiction. The City of Glenwood Springs Building Department recognizes the Garfield County Building Department as the authority having jurisdiction for this project. Sincerely, Mike Wheeler burg nid 'ff.-ba` '`m'-twievit+ensz•-iessanr=r-K--,Trw-- — - . _ -. s _ - COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at a% Permit No. 90 /2 PO/ 3 I have this day inspected this structure and these premises and found the following corrections needed: 5rdOnri` lair kno.J su, 4 14: 3 14J f eo rot l%. rf1C e Akrix Mai (.9' r 4 D;ffr-S onytele% lJ 7JI f v,v,c 10(44 You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Dates- !% Building Inspector Phone (970) 945-8212 /20 !% C// No. 9 V c-73 r, rn 0 Assessor's Parcel NoRITSS'ala-bin-tiO� Date a- BUI M`IT 179 PERCARD r a` ci • r ss E► •� ��T`� l �J Job Ad, Owner \ ContractoC`si� n Setbac(C s: Front Soils Test Footing Foundation4rtKM3-i�-O9 /f na/ 3-/9'cxjt$ Grout Underground Plumbing Rough Plumbing N� Framing 5"5-ottlarrt- Insulation s-4--b`F it/IM- Roofing Drywall J-7 Gas Piping 4'» niod Lika ? lio•vip 6' f c� *Mk II m - Rear Address Address b k --711447 Ye- C, - Shone a in GuiS Phone F%Lk (4 1 ONS LH Zoning Weatherproofing Mechanical Electrical Rough (State) Electrical Final,(S te) Final v ecklist Completed�� Certificate Occupancy # Date Septic System # Date Final Other (continue on back) iIrSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS ILD NG PERMIT GARFIELD COUNTY, COLORAptimpsie , '�t. Date Issued1414.-Zoned Area Permitliowi'7t�.1 t. .,; } _ 1 AGREEMENT •�<�t'h 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 Inspe tor and IMM . DIATEL BECO LL AND VOID. frtbacks, Front Side Side Rear 4 This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing Foundation j-/ ;_ti,/4— / 3-Z* Cq Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector) 5 -11;c9.CAD Gas Piping Final /o -z -ccird_ Electric Rough (By State Inspector) Septic Final Framing $'-iC/-qtf (To include Raclin place and Windows and Doors installed). Ngtes: $r,)ccNirf,c-n, uqPuced/ ,, ;y' jc, Te an/ 'L Co,:dr' 4- p, lea/ •�J, fd 1:1-'51; 44/.,� -- , Jam? / L ,n C S r`i. ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE C d VERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. vEDDO NOT DESTROY THIS CARD IF PLACED OUTSID- COVER WITH CLEAR PLASTIC