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HomeMy WebLinkAboutApplication- PermitJ No. 8542 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Nature of Work Use of Building Owner Contractor Building Permit Amount of Permit$ Date l eW///Qom+ Clerk Telephone: (970)945-8212 GARFIELD COUNTY BUILDING PERMIT APPLICATION Garfield County (Glenwood Springs) Colorado Permit # l 1 . 1 41_ Inspection Line: (970) 384-50D3 Parcel ! Schedule #2..3R3•35y-DD'°31 Joh ��:0(( (.v 1h 1 1. 1. Lost R %/y Wok t saberrisio x p4S a -.1.1-0-.1.1--.1.1-0.4•14-116-IL. Lrn�Add's": ot4 03; 6.3 LJ�f Pc1o1 (f WkPh. q25 l.g2> - Biag, °M contractor 001.0i "°� "^'`e(11#39aP°x Cita iy •Alltabialeigineer OP, FLawiMAL®stylt71 IL�> i--' RENOIR,- 11,rjE��i y SSR of ES v ""' S9 P of Lot 7 _z,7-7 rT i HeUt (q i a of Floors: l */2.-2,70 3 1 Uee of Maw { yi Q 1 T. _ a a / Dante Wort •0 c Cw a AL7 10 L..4J4 /' t (o�loonV��OiiiA r� / J Lo (r d la[n.V1 W Y7elR a. Cies ot Wolk. 0 New re ( Andan is Aeration i3J Move 0 Remove A UMW: 0 Side O Double Carport 0 Single 0 Mine. I/ 0 Driveway Panih�imv O On Disposal 0 Sae P. Sae Serape (Septic) Mahan . 1;5 Muskat yawn 1: 99y -s6 6 • Cr' O °Werk f: ern Special Conditions: sa/tc. o(- (,ua a ;a deet _ ASEPMIVITE OFCOLR1DD. TOWER= B NOT WARMED DOO.Be. Inner TIEa.IE TYPE TIEDRNRIO VIOLATE RsuA COLDOWNEDWm0110 CB 11 OF WORLWEI �tp�tF� 6 (5 ! Y IIDIICE HECIWrJ1LP9eay61�1�NO I�DIESM1l1ANDVOD FW]R( OR DAYS, OR FCO1D6TRCIDN OR ABA KNED MRA REN000' fNWATANYTOEAFTER IVY TINT I HAVE READ AID EMBED ETR EMOOD t.a. ALL PROMMONSOF WSW ®�8'y TfESfATE Ie OO1RLTTOf AUDI:�0 Po'"'�Fee: 9 119 �,9-S OR MOM( B OW NISAPPUCA1Dll AI01010W LAWS /OY9MIDT16 LG F/s C TSF t / 6 � L. Dab Pewit Ise ed •� acc Gras R-3 C°ETEO WM Enwt — at,e OR NOT. EtHW OF PE®IIEMIA TI 9.R CS MOT PfTO ONE /WALNUT TO CALCIS TIE PRO4®Qn OF ANY OTHER STATECR L. IAM v Consbigtn Type: V./Y l/ w afDeTRfe°raL rerRlcflvl CRn* ; . j o 1 or Apol � 1a � , t' • � �; Setbacks: Manufactured Home: j iea kg/ • °m' MOS #8Fee: . . - / /7 PERYSSON CONSTRUCT DEPARTMENT. N USE FURTHER AW WI THE TIEREAFTER BUILDING re TYE ACCEPTANCE RESPOMSIBlUW DIM 43Mr11113 CONSIDERATION REGULATORS USE T$SOC ISSUANCE S HEREBY GRANTED TO THE APPLICANT THE STRUCTURE AS DETAILED OF THE ISSUANCE OF TM ADOPTED BY GARFIELD Aar AS OWNER CONTRACTOR ON PLN AND SPECIFICATIONS PERMIT. THE SIGNER HEREBY COUNTY PURSUANT TO AUTHORITY OREMANCFS ARE NOT FULLY THE PERMIT MAY WEN AND/OR THE AGENT OF THE SUBMITTED TO AND RENEWED BY AGREES TO COMPLY WITH ALL GIVEN N 9023701 CRS AS AMENDED. COMPED WITH IN THE LOCATION, BE REVOKED BY NOTICE FROM THE OTTER DATA SHALL NOT PREVENT THE SPECIFICATIONS AO OTHER DATA OR OF THIS CODE OR ANY OTHER CONDUCTED THEREAFTER DOES COUNTY FOR ERRORS. OMISSIONS OR REST SPECIFICALLY WITH apart 11 el miner I.c TL nanny 1.1T000. THE AGR®BfT ABOVE. INITIAL)INIT CONTRACTOR OR OWNER TO THE BUILDING BUILDING CODES AND LAND THE SIGNER ERECTION. CONSTRUCTION COUNTY AND THAT THEN BUI DNG OFFICIAL FROM FROM PREVENTNG ORDINANCE OR REGULATION NOT CONSTITUTE AN DISCREPANCIES. THE THE ARCHITECT. DESIGNER. V_"� AGREES THAT F THE ABOVE SAID OF WE ABOVE DESCRIBED STRUCTURE IT QH111 nCMei W a I *IIl unto OF A P9NIT BASED UPON PLANS. REQUIRING WE CORRECTION OPERATION BENG CARRED ON 11 IQnrNW OF THE SUBMITTED PANS AND OF ANY RESPONSIBILITIES OR FOR THESE ITEMS AND IMPLEMENTATION • /WTO M\npI.O sac WT111L•N I HEREBY ACKNOWLEDGE SPECIFICATIONS Alt OF ERRORS N SAD PAIR, TFEREUNDEI WHEN N VIOLATION SPECIFICATIONS NE INSPECTORS t ABI MES BY GAIFBD DURING CONSTRUCTION To, cmc IV..tca/anT THAT I HAVE READ AND UC9STAND Tnq REVIEW 1!O r ($)U•V �1 1oz1 THE FOLLOWING ITEMS ARE REQUIRED BY GARIIELD COUNTY FOR A FINAL INSPECTION: 1.) A final Bedrical Inspection from the Colorado Stats Electrical Inspector, 2.) Permanent address assigned by Garfield County Butlding 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, nm -absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4.) A complete bathroom, with wash bath, hub or shower, toilet stool, hot and cold running water, non-absorbent floors and waits finished and a privacy door; 5.) All steps outside or inside over three (3) steps must have handrais, guard rails on balconies or decks over NY high constructed to all 1994 UBC requirements; 6.) Outside grading done to where water will detour away from the binding; 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 OCCIIPANCI SILL NOT BE ISSUED UPR` ALL TIE ABOVE MIS HAVE BEBI 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 VACATION OF PREMISES UNTIL ABOVE CONDITIONS ARE MET. I UNDERSTAND AND AGREE TO ABIDE BY THE ABOVE CONDITIONS FOR OCCUPANCY, USE AND THE ISSUANCE OF A R FICATE OF OCCUPANCY FOR THE DWEWNG UNDER PERMIT t _ Signalize: VALUATION/FEE DETERMINATION Applicant l ,n Li DQi 1 Subdivision Address 0/6 klat I I ouaLcwn Co(q . Lot/BlockDate 9-i* Contractor Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Rent ati1_ MAYr n Male. Il,Krrtu Basement: kap 'rp b Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation 483 r q Decks/Patios: Covered Valuation Valuation 2LL .1 2g/ 22-2, y rL S4of 33, 35 53 903 Total Valuation If 9 s/o 6 . Building Permit Fee 993! Plan Review Fee to tic; 9y Total BP&PR 1639..4? 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 returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan loduded that identifies the bcation of the proposed structure or addition and distances to the properly lines from each comer of the proposed structure(s) prepared by a tensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 40% or greater must be shown on the site plan. / Yes U. 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent pro rties), streams or water courses? Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the pro,ppee_rrty? Yes C.CXJ 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 pn the clearances required between wood and earth? Yes (�j 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces;s tn? Yes l� 8. Do the plans include design loads as required by Garfield County for roof snow Toads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor bads and wind loads? Yes (- X7 2 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof cnsbu cppL.L, 1 Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, ropf fa fters or joists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all colymnsand beams? Yes CL-Csa 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 ((uundisturbed) grade contours? Yes Y7 13. Does the plan indude any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase I1 EPA certification? Yes CAZ7 No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform BuUdide 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 Build' Code? Yes No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes GC.C'm 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 enclosums_ andtespecify safety glazing for these areas? C� Yes No 18. Is the location of all natural and liquid petroleum gas fumaces, boilers and water heaters indicated on the plan? Yes 0?:2 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/orpovenants? Yes ! No 3 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 architequral committee deny or reject your building plans? Yes (,G'P-) No 21. Will this _be the only residential structure on the parcel? Yes ` L No 11 no -Explain: 22. Have twp (2) complete sets of construction drawings been submitted with the application? Yes (f 23. Do you understand that the minimum size a home can be on a lot is a 20f. x 20R? Yes) No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes CG'S No 25. Does the plan accurately indicate what you intend to construct and what will receive a final inspectir�nnc�bj�the Garfield County Building Department? Yes LC5l� No 26. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes LL's No 27. Do you understand that the Building Department will co0ed a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes (—C --t) No 28. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood In the mornings and from Glenwood Springs to Carbondale In the afternoon. Morning Inspections must be called In by 12:00 p.m. the day before; afternoon Inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your Inspection one (1) day. Inspections are to be called in to 384 Yes No 29. 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 Occupano and occupancy of the building? Yes L.L c3 No 30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent 4 of the Owner", "General Contractor, "Contractor or otherwise, is the party responsible for the project plying with the Uniform Building Code? Yes C �C No 31. 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 625-8§01,... 0 No Yes 32. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of,,44pp lI�icable inspection. Yes C.Cs7 No 33. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to issuance of a building permit? Your attention in this Is appreciated. Yes ( No ereby acknowledge that 1 have read, understand and answered these questions to e best of my ability. \N-121- 6frxploz Date Signature Phone: 31 — `E2\'4' (days); 7D`{ -0'1't (evenings) Project Name: ;lam / 601.--Sep— Project o -O rp t L'7 //� 11 Project Address: G VD. C.`ca3 �t�.a_ ' -d�a1e- Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Decays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the BuHding 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 permk or delay in proceeding with construction. bpminreq 04!02 5 Sheet 1 of 13 Structural Calculations for Beebe /Condon Residence 0167 willow Lane Garfield County, CO Date: August 15, 2002 • CTS Engineering, P.C. • Joseph D. Crilly P.E. • 1809 South 900 West. Salt Lake City, UT 84104 • (801) 972- 1899 • CO. License # 34854 • Design Criteria: • 1997 UBC. • Snow load 40 psf (Roof) CTS Engineering, P.C. Project: , Engineer: Date: Beebe Condon Residence Eagle County, CO J Crilly 8/15/2002 Sheet Z of I?. Building Code: County: Design Loads: UBC 1997 Eagle Elevation. 6500 Floor live load: 40 Wind Loads: 80 Wind uplift load: 13.0 Seismic Loads: Zone: Building Code: UBC 1997 Roof minimum live load: W/ inc. for gable roof: Allowable soil bearing capacity : Minimum Footing Depth: Roof Dead Load Asphalt Shingles 7/16" sheathing Framing @ 24"0.0. 1/2" Gyp Board.. under framinG lights & misc. 5.0 1.5 20 2.5 3.0 1.0 ft psf. MPH Exp: psf. Cq= 1 B 0.7 40 psf. Reduced for slope 50 psf. 2000 assumed to be verified during excavation 42 in Top Chord Load= Roof Dead Load 15 psf. Roof Dead Load w/ snow for seismic load. Exterior wall dead loads: w/ Brick Brick vineer 7/16" sheathing wood studs insulation gyp 1/2" 20 38.0 1.5 1.0 1.5 2.5 Wall DL 44.5 Floor Dead Load. Carpet or hard wood 1 1/2" concrete 3/4" T & G Plywood Floor Framing. mech Lights and misc. 3 18 75 2.3 4 15 1.6 psf. First Floor Without brick Dryvit 7/16" sheathing wood studs insulation gyp 1/2" 5 1.5 1 1.5 2.5 65 Wall DL 11.5 Second Floor Total Floor D.L = 31.1 psf • ' Lumber Grade and Species available: 3 of 15 Laminated members. Glu - Lam Beams Species: Fb= DF / DF 2400 psi Fv= 165 psi E= 1,800,000 Micro=Lam LVL 1.8 E DF. Fb= 2600 psi Fv= 285 psi E= 1,800,000 Para Lam Fb= 2900 psi Fv= 290 psi E= 2,000,000 DF Larch No2 Fb= 900 psi Fv= 95 psi E= 1,600,000 DF Larch No 1 or better Fb= 1350 psi Fv= 95 psi E= 1,900,000 Lumber Grade and Species: All Lumber shall be Doug Fir Larch #2 or better: Dimensional Lumber Design Properties. size Shear moment defl. 2 x 6 523 737 3.33E+07 2 x 8 689 1183 7.62E+07 2 x 10 879 1765 1.58E+08 2 x 12 1069 2373 2.85E+08 TJI design properties: Size Shear Moment El = TJI/Pro 150 9 1/2 Max Shr= 1120 Max Mom.= 2730 El = 161000000 TJI/Pro 150 11 7/8 Max Shr= 1420 Max Mom.= 3620 El = 276000000 TJI/Pro 250 9 1/2 Max Shr= 1120 Max Mom.= 3210 El = 185000000 TJI/Pro 250 11 7/8 Max Shr= 1420 Max Mom.= 4260 El = 319000000 TJI/Pro 250 14 Max Shr= 1710 Max Mom.= 5210 El = 474000000 Concrete: Strength : 2500 psi Reinforcing grade: 60 Strength : 60000 psi Size: Area #3 0.11 #4 0.2 #5 0 31 Structural Steel Fy = 36 ksi E = 29000 ksi C I'S Engineering, P.C. Project: Engineer: Date Beebe Condon Residence Eagle County, CO J Crilly 8/15/2002 Sheet .4- oti3. Lateral Loads: Per UBC 1997 1630 Seismic Load= E= p Eh + Ev 0.047 W Design Method ASD Ev = 0 Eh= 0047 p= 1.000 rmax=0344 Ca = 036 Ab = 1728 R= 55 1= 1 Soil Profile type = SD assumed per section 1629 3 Seismic Zone Factor. 0 08 Seismic Force Amplification Factor 2 8 Table 16 N Building Height = 9 0 ft. main level to roof plate Calculate building DL 0 0 Floor Dead Load 0 kips 11 0 plate to ridge Roof Dead Load 36 kips 20 00 ft. Total Bldg ht Em=0131 Roof SF 1728 SF Wall Dead Loads Front Elevation 13 6 Rear Elevation 5 6 Left Elevation 3.3 Right Elevation 3 3 Total Building wt = 61 8 kips Base Shear. Seismic: Wind. 2.89 kips full wall height Existing Building Dimensions 54.00 32 8 75 kips including full wall height Front Wind Controls for side wall design Level Area Pressure Fx Vx Roof 297 0 1 243 0 V= 8 75 52 132 15 32 48 Check lateral load in short direction Loads on Front and rear walls Wind Load Seismic Load To roof 6 14 kips To roof 2.29 kips total 6 14 kips total 2 29 kips DIAPHRAGM DESIGN: Roof Diaphragm Transverse direction Based on wind loads diaphragm load in plf = 24 PLF 16 GA staples @ 4" 0/ no blocking Cap 225p1f • CIS Engineering, P.C. P?oject: Engineer Date. Beebe Condon Residence Eagle County, CO J Cnlly 8/15/2002 Sheet s of 17 Floor diaphragm: Floor sheathing 23/32" T&G plywood / OSB Panel Edge nailing 8ds @ 4" 0 C. GGFR'240 plf Shear Wall Design Shear walls are designed per UBC section 2315 5 and TABLE 23 -II -I-1 Maximum panel sizes are 3 1/2" to 1 per TABLE 23 -II -G Wind load on side walls resisted by front walls Grid G Shear Panels. SPF 1 - SPF 6 V= 31 kips LF of exterior wall= 14.5 LF wall load = 211 8 plf Max. Shear Load = 211 8 plf All exterior sheathing and interior shear panels, Use 7/16 Sheeting w/ 16 GA staples @ 3" 0/C to all panel edges GDFR 260 plf per Table 19 NER 272 Shear Panel Calculations: Hold down forces for each shear panel along front rear and side elevations are calculated. Hold downs used will be HPAHD22 by Simpson Hold down allowable loads Hold down STHD10 RJ STHD10 RJ STHD10 RJ Installation Corner edge edge no nm Nailing (28) 148" x 2 1/4" (28) 148" x 2 1/4" (28) 148" x 2 1/4" Allowable load 2610 2880 3185 Notes with rim joist with rim joist with rim joist Max required hold force 1472 1 lbs Nail each hold down with (28) .148 x 2 1/4" nails Front elevations SPF1- SPF 6 Starting from left to nght Shear Panel F 1 Wall length = 4 00 Wall height = 8.00 V= 0 8 Mot= 6 8 Mr- 09 HD req'd. = 1472 1 Shear Panel F 2 Wall length = Wall height = V= Mot= Mr= HD req'd = Shear Panel F 3 Wall length = Wall height = V= Mot= Mr= HD req'd = ft ft kips ft kips ft kips. lbs header dead load n= 0.344 LF trib roof load = 10 0 HPAHD22 Hold down 150 provide hold down 40 ft n= 0344 8 ft 0 8 kips 6 8 ft kips 0 9 ft kips LF trib roof load = 10 0 1472 1 lbs HPAHD22 Hold down header dead load 150 no hold down required Adjacent to entry 6.50 ft ri = 0 211 8 ft ft of wall above panel 0 0 1 4 kips b/w = 6 5 11 0 ft kips. Trib roof load = 10 0 6 1 ft kips LF Crib floor load = 0 0 760 9 lbs HPAHD22 Hold down header dead load 150 no hold down required C 15 Engineering, P.C. Project Engineer: Date. Beebe Condon Residence Eagle County, CO J Cnlly 8/15/2002 Sheet i ot 1? Sill Plate to foundation. Single shear bolted connection to concrete foundation Allowable bolt design value Z for single shear wood to wood connection w/ tm=2 x ts, and Fem=Fes ( dowel bearing strength of wood member. UBC 2336 2.3 Dowel Bearing strength Fell= 11200 X SG 4816 p SG= 0 430 Fe perp = 6100 x (SG"1.45) x D"-0.5 = 2537 p bolt diameter = 0 500 in theta 0.0 deg Fe theta = 4816 p Fy bolt= 45000 0 p tm (thk main mem)= 3 00 in Fem= 48160 p ts (thk side mem )= 1 50 in Fes = 4816 0 psi Rt= 2 0 Re (Fem/Fes)= 1.000 1+ Re= 2.000 2+Re= 3000 1+2xRe = 3 000 K theta = 1 000 K1= 0679 K2= 1.126 K3 = 1 47 Mode Im Z=DxtmxFen, /4/Ktheta = 18060 Mode Is Z=DxtsxFes /4/Ktheta = 903 Modell Z=K1xDxtsxFes /36/Ktheta = 681.7 Mode Illm Z= K2x D x tm x Fem / 3 2 / ( 1 + 2xRe)/ Ktheta = 847 2 Mode Ills Z = k3 x D x ts x Fem/3 2/(2+Re)/Ktheta = 551 2 Mode IV Z = DA2 /3 2/Ktheta x ( 667 x Fern x Fyb/(1+Re))" 5 = 664 0 Load required Nominal dowel design value = 551 lbs adjustment factors Cd= 1 3 Cm= 10 Ct= 1 0 Cg= 10 Cgeo = 1 0 bolt spacing 48 0 in Allowable loads for 112" dia a bolts = 183 3 plf for seismic or wind loading 93 1 plf Front Elevation Use 1/2" dia A -bolts @ 48 " O/C Minimum 2 per sill piece CTS Engineering, P.C. Project: - Engineer: Date: Beebe Condon Residence Eagle County, CO J Crilly 8/15/2002 Sheet 7 of . Snow Loads County 6.4.Fien-n Pf= 40.0 psf hg= ft. Ws= 5.0 PSF. roof snow load for seismic events. Pslope= 40.0 PSF Roof Framing Roof Sheathing 1ST spg. 24.0 in. O. C. Roof Slope 31/2 in 12 in deg -- Factor= Factor= 1.0 Rs=S/40-1/2 0.5 UBC 1605.4, Red. in PSF per degree of pitch over 20 deg. S= 40.0 Total snow load in psf. Pslope= Pf-Rs x (Roof slope-20deg.) 40.0 psf. Cs=1-((a-20)/40)*((Pf-20)/Pf) 37-2E of App Chapterl6 UBC, for Pg > 100 PSF. 1.00 adj factor for Pf a= 16.3 roof slope in degrees Pf x Cs= 40.0 psf. DL = LL = TL = 6.5 Top Chord truss load. 50.0 with 25% inc. for gable roof 56.5 psf For Roof Sheathing Use 7/16" (24/16) Plywood APA rated Exp. 1, face grain perpendicular to supports. GDFR 50PSF Limited by L/180 ® 24 " span. Roof framing: over kitchen TJIs Span = 10.0 ft. Roof Trib width : 1.8 ft Wdl = 28.6 plf. W11= 917 pif W TL = 120.3 plf M max= 1.50 Vmax = 0.50 kips ft. • kips TJ l/Pro 150 91/2 Moment = 2.839 ft x kips Cd= 1 00 Shear = 1 12 kips Cr= 1 04 Deflection = 0 19 inches I. /240 = 0 50 163 • 1 . CTS Engineering, P.C. Project: Engineer: Date: Beebe Condon Residence Eagle County, CO J Crilly 8/15/2002 Sheet A of 15. Roof framing over kitchen Span = 10.0 ft. Roof Trib width : 1.8 ft Wdl = 0.0 p11. WII= 91.7 plf W TL = 91/ plf M max= 1.15 Vmax = 0.38 kips ft. * kips 2.0 2 x 10 Moment = 3.671 ft x kips Cd= 1.00 Shear = 1.83 kips Cr= 1.04 Deflection = 0.15 inches L /240 = 0.50 Big Honkin Beam design Beam Size= Span = 18 3 ft. Roof Trib width : 9.5 ft. Wdl= 142.5 plf. Wil = 475.0 plf W TL = 617.5 plf M max= 25.7 Vmax = 4.9 kips ft. • kips 51/8 X 131/2" b= 5.125 in. S = 155.7 d= 13.50 in. N = 1050.8 Cv= 1.00 volume factor UBC 2312.4.5 Cd= 1.00 Fb= 2400 psi Fv= F'b= 2405 psi F'v= fb= 1981.7 psi. fv= in A4 in A3 A= 69.2 k= 165 psi L /240 (in) = 165 psi L /360 (in) _ dell LL = 107.1 1.0 10.0 091 061 0.63 western species dell tl = 0.81 Beam 42 Usea 51/8 X 13 1/2" Glu -Lam W8x18 beam bf = 5 25 inches S= 152 1= 619 fb= 20 3 ksi Fb= 24.0 ksi Defl = 0 86 , . CTS Engineering, P.C. Project: - Engineer: Date: Beebe Condon Residence Eagle County, CO J Crilly 8/15/2002 Sheet 9 of f3. Load to interior bearing wall Roof Trib width : Wdl = W11= W TL = W wall load = span of floor joist below M max= Vmax = 16.5 247.5 660.0 907.5 60.0 8.5 8.7 3.4 kips ft. Accounts for 2' add to rear and front plf. PB PR pB ft ft. * kips Beam Size in floor below (2) 1 3/4" x 11 7/8" b= 3500 in. S = 17.6 in A3 A = 19.3 d= 5.50 in. I = 48.5 in A4 Cv= 1.00 volume factor UBC 2312.4.5 Cd= 1.00 Fb= 2400 psi Fv= F'b= 2400 psi F'v= fb= 5942.1 psi. fv= k= 1.0 x=y=z= 10.0 165 psi L /240 (m) = 0.43 165 psi L /360 (in) = 0 28 defl LL = 0.89 western species 268.1 defl t1= 1 22 Beam # 2 resize the member Cripple wall design in lieu of using floor joist: 2X4 studs @ 24" o/c. area per stud 5.3 inA2 spacing 24.0 inches O/C fc = 368.6 psi Fc' = 650.0 psi Footmg width req'd = 5.8 inches use a 12" wide x 8" thk contmous footing. Beam from office past bedroom 2. Grid C Span = 10 0 ft. Roof Trib width 16 5 ft. Accounts for 2' add to rear and front WdI = 247 5 plf Wll= 660.0 plf W TL = 907 5 plf M max= 11.3 ft. * kips Vmax 38 kips . CTS Engineering, P.C. Project Engineer: Date: Beebe Condon Residence Eagle County, CO J Crilly 8/15/2002 Sheet /G ofa. Beam Size= (2) 1 3/4" x 9 1/2" b= 3.500 in. 5 = 52.6 d= 9.50 in. I = 250.1 Cv= 1.00 volume factor UBC 2312.4.5 Cd= 1.00 Fb= 2600 psi Fv= F'b= 2600 psi F'v= fb= 2585.7 psi. fv= in ^4 in A3 A= 33.3 k= 1.0 x=y=z= 10.0 285 psi L /240 (in) = 0.50 285 psi L /360 (in) = 0.33 defl LL = 0.33 western species 172.3 defl tl = 0.45 Beam # 2 Use a (2) 1 3/4" x 91/2" LVL W6 x 12 beam bf = 4.00 inches S= 7.3 1 = 22.1 fb= 18.6 ksi Fb= 24.0 ksi Defl = 0.32 in Porch framing Beam Size= Span = 7.0 ft. Roof Trib width : 1.3 ft. Accounts for 2' add to rear and front Wdl = 6.7 plf. WIl = 66.5 pif W TL = 732 plf M max= 0.4 ft. • kips Vmax = 0 2 kips 2x4 b= 1.500 in. S = 31 d= 3 50 in. I = 5.4 Cf= 1.50 volume factor UBC 2312.4.5 Cd= 1.15 Fb= 1350 psi Fv= F'b= 2329 psi F'v= fb= 1755.6 psi. fv= in A4 in^3 A= 53 k= 1.0 x=y=z= 10 0 285 psi L /180 (in) = 0 47 285 psi L /360 (in) = 0 23 deft LL = 0 35 western species 67.1 defl tl = 0 39 Beam # 2 Use a 2x4 DFL Se! Str •. • • • c.rs Engineering, P.C. Project: Engineer Date: Beebe Condon Residence Eagle County, CO J Crilly 8/15/2002 Sheet /( of 13. Porch framing beams Beam Size= Span = 6.0 ft. Roof Trib width : 6.5 ft. Accounts for 2' add to rear and front Wdl = 32.5 plf. WB = 325.0 plf W TL = 357.5 plf M max= 1.6 ft. * kips Vmax = 0.9 kips (2) 2x8s b= 3.000 in. S = d= 7.25 in. I = Cv= 1.20 size factor Cd= 1.15 Fb= 1350 psi Fv= F'b= 1863 psi F'v= fb= 734.6 1-iip beam front porch Beam Size= psi. fv= 26.3 95.3 in A3 A= in ^4 21.8 k= 1.0 x=y=z= 10.0 95 psi L /240 (in) = 0.30 95 psi L /360 (in) = 0.20 dell LL = 0.05 western species 59.1 dell tl = 0.06 Beam # 2 Use a (2) 2x8s DFL. Span = 12.0 ft. Roof Trib width • 4.5 ft. Accounts for 2' add to rear and front Wdl = 22.5 plf W II = 225 0 plf W TL = 247.5 pif M max= 4.5 ft. * kips Vmax= 1.3 kips (2) 2xlOs b= 3.000 in S = 42.8 in ^3 A = 27 8 d= 9.25 in. 1= 197.9 in ^4 Cv= 1.10 size factor Cd= 1.15 Fb= 1350 psi Fv= F'b= 1708 psi F'v= fb= 1249 6 psi fv= k= 10 x=y=z= 10 0 95 psi L /240 (in) = 0 60 95 psi L /360 (m) = 0 40 def] LL = 0 28 western species 70 0 dell tl = 0 31 Beam # 2 Use a (2) 2x10s DFL. • • ', CTS Engineering, P.C. Project: Engineer: Date: Beebe Condon Residence Eagle County, CO J Crilly 8/15/2002 Sheet J Q of 13. (2) 2x6 eave for Kitchen eave w/ brackets. Span = 6.0 ft. Roof Trib width : 2.0 SF WdI = 30.0 plf. Wll = 80.0 plf W TL = 110.0 Of M max= 0.5 Vmax = 0.3 kips Beam Size= (2) 2x6s b= 3.000 in. S = d= 5.50 in. 1 = Cv= 1.30 size factor Cd= 1.15 Fb= 1350 psi Fv= F'b= 2018 psi F'v= (2) 2x8 Over office Beam Size= fb= 392.7 psi. fv= ft. * kips 15.1 in A3 A = 16.5 41.6 in ^4 k= 10 x=y=z= 10.0 95 psi L /240 (in) = 0.30 95 psi L /360 (in) = 0.20 defl LL = 0.01 western species 25.4 defl tl= 001 Beam # 2 Use a (2) 2x6s DFL. Span = 9 5 ft. Roof Trib width : 4.3 SF Wdl = 63.8 plf. Wil = 212.5 plf W TL = 276.3 plf M max= 3.1 Vmax = 1.1 kips (2) 2x8s b= 3.000 in. S = d= 7.25 in. I = Cv= 1 20 size factor Cd= 1 15 Fb= 1350 psi Fv= F'b= 1863 psi F'v= fb= 1423 0 psi fv= ft. * kips 26.3 95.3 in^3 A= in ^4 21.8 k= 1.0 x=y=z= 10 0 95 psi L /240 (in) = 0 48 95 psi L /360 (in) = 032 deft LL = 79.0 0 04 western species defl tI = 0.05 Beam # 2 Use a (2) 2x8s DFL CTS ENGINEERING Commitment to Engineering Excellence and Service /3 o/'13 Job 13 LegLcs'ON Sheet no. �rxft 8 Rh 1 of Calculated by: J 0 L date*, 1 L, OZ 2cal= 3 P4N - IZnrT�� SPnnJ 2l -t 613// LoPrD - 11-SoPSP - I0PSe e LA1'olc 2 ZY�. c.: e Le Ad h ,srs @ititol, ?l -G` `PAN OCA•l C4P - 1'-/c" SPS cc. st - !9 r- Cu 7U r AfitoC NUitiT U (5 F S A/v w LCrt 0, 12Ar7-r2 SLOPE 3' ! Z 12cor SPn ev - max- /Z' - 2 4( '10/C -(1) 1Lz" ¢ K CAP - f,x /3orit L --i1 1 , /5 T r - 4 I S) X L' a /00-19 02 u y %'Z C ; A14 L -S 13if Y 3 Nt =S The b.C.5. Group, L.L.C. Authentic Design hand -Crafted building Mr. Tim Holliday Garfield County Building and Planning Department 108 8`" Street, Suite 201 Glenwood Springs, Colorado RE CEIVED Re: Building Permit #8542 0167 Willow Lane, Carbondale NOV 12 2003 CARE ELI) GOUNTY BUIL O NG & PLANNING My wife, Katherine Condon (listed as owner on the above -referenced Building Permit) and I recently received a letter from your office advising us that our permit would expire unless we commenced inspections again. Dear Mr. Holliday, November 10, 2003 Because we are living in the house during construction, we are completing the project in two phases. The first phase was completed in June, and we recently started work on the second phase. We had, and passed, an inspection for underground plumbing on October 30`", and will be calling for rough electrical and plumbing for the second phase later this week. We are definitely on the fast track to complete the project, with work being done every day, and expect to be done by Christmas. 1 realize that the phasing aspect of the project may cause more confusion for your team that the typical job. Please feel free to contact me if you have any questions or concerns, or stop by to clarify any issues for yourself. As a new contractor in the area, I want to build a good working relationship with your team. Sin ely, Chris Beebe, Managing Member The B.C.S. Group 0167 Willow Lane, Carbondale, Colorado 8) 62; p. (570) 963-0990 f. (970) 704-0885 e bcs@9wxnct net Date: ///4/D 3 'San leat Garfield County BUILDING & PLANNING DEPARTMEWT Code Compliance Office shackett(a Barfield-countv.com Dear Permit Holder, `, Please refer to your building permit number is Z z , issued / o f l /`e Z A routine review of our building permits indicates that we have not received a request for an inspection on this permit since i2 ///0 Please be advised that building permits expire, per Uniform Building Code, section 106.4.4. "Every permit issued by the building official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has commenced for a period of 180 days. Before such work can be recommenced, a new permit shall first be obtained to do so, and the fee therefore shall be one half the amount required fix a new permit for such work, provided no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new full permit fee" Please contact this office at your very earliest convenience, in writing, to advise us about the status of you permitted work ff you have not responded within thirty days from the receipt of this notice the permit will be dosed and a permanent notation will be placed in the property records at the County Assessors office that indicates that the work permitted was not inspected, is not approved and that the building or area may not be legally occupied. Thank you %r your cooperation. 'inn 9Coreday (Dave Mead Building Inspectors 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 d S CD CD -- o — I N a .• O 3 S d to CD0 7 0. m n 0 N c▪ o 0 tD O W CO 0 0 w N cc 0 Ft, CJ 0 W 0. s Q w CD O 0 O d O 0 me 0 ;On qp7 O to O to 7 N A a 0 g c P 1 5 1 to to0 n 0 0 0 3 e 3 3 3 3 • • D. 3 m < o 7 .. a Cr 0 c a• � • 0 o • a CD Z E 3▪ " C M o c a3 80.• ' a5 w • Pineooi 4og 3011ON NO1103at1O0 0 av w S co Co c O N S O 3 co CO OVco C.2 ah CD CJI 7 N 0 w a V 3 coN 0 O O 1m 0. O COUNTY OF GARFIELD - BUILDING DEPARTMENT No Job AdAress Ownert er Setbacks: • Front Assessor's Parcel No 6°/00 Date /0////-+ BUILDING PERMIT CARVntZ n. S. Qrli�� Addressnt(p1 Wtflc4 tn. Rear Soils Test Footing / C.)1•51117---- J1g,& Foundation /D- /-ot-p'� Grout Underground Plumbing/O-JO-O Rough Plumbing /- 7-0 Framing / -Z4-o2 Insulation .2-S- 4fs temp -Lo mid Roofing Drywall _02-//-r, 54V ✓/-2f O3%Z Gas Piping Address RH LH INSPECTIONS NOTES Cate 4,9,t4 Phone IAArt-O Phone ARS- 5%% Zoning 0 2. r7_ 37f -'fes Weatherproofing Mechanical Electrical Rough (State) Electrical Final(($$tate) Fina '-0y._�Checklist Completed? Certificate Occupancy # Date Septic System # Date %Final Other i - Ovr l4 (continue on back) INSPECTION WILL NOT BE MADE UNLESS • THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT 11 GARFIELDyCOUNTY, COLORADO /Da Zoned Area Permit No Date IssuedY4A 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 Inspectpr aqd Q1'Ij11QEDIATEI1Y BECO u E LAND VOID. Use Addr Ownds.V1C7f do tnee Contnctorotaf Y+r Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street UntitFiinallospection. INSPECTION RECORD Footing 0 bZ '1 Foundation Underground Plumbing O —3d -ors :, ulation p'{.©D'Ca -20 -,) • 4 Rough Plumbing f —Z7 --r3 MI J Drywall - P 3f no .A—/ m,I Chimney & Vent Electric Final (by State Inspector i MVO Gas Piping Final — Z _O ►, Electric Rough (By State I ., or '11, • Septic Final Framing /-zg-ob .. (To include Roof in place and Win + and Doors installed). /14E'-03' Gtww 6, Notes: Etter F,^'"“ a',' ,r, n,"..J4, uV,si:s, �l 4`pq�0t NpJ�3t/_�' P3" - -1 ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. � APPROVEDDO NOT DESTROY THIS CARD Date CI • IF PLACED OUTSIDE C VER WITH CLEAR PLASTIC