Loading...
HomeMy WebLinkAboutApplication- PermitNature of Work Use of ding Owner i Contractor Build GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Spr€ngs, CO 81601(970) 945-8212 Pegrnit Mr. _t Lr.• Lcm I 1 No. 8963 -Q� Amount of Permits 3/113. as Date —1 -- orJ Clerk Telephone: (970)945-8212 GARIELD COUNTY BUILDING PERMIT APPLICATION Garfield County (Glenwood Springs) Colorado Permit # C:),3 Inspection Line: (970) 384-5003 ` Ott Parcel / Schedule #1a-15---) 1 Job Address: Co LA ILO v X ID Iv�(t C>I-F.J s ocA0 SRc.f/Jc 5 (d f/;Qo I. Lot 1 -,7- LI' C 2e T I l( Block ir SubdivisioNExemplbn /f LI-.49 2 Owner M 1 ic r( tyyr.e____ Addross (rl r"' W b40 CM. ,N (r4 •,r /L r/2 Ph % VS - ,G! c WI' Ph: G r fj 3 081 3. Contractor) n.1.4T ..... crri /...41 _ da,3 WAR-wto WR ,Address, 5 , „...rf o 1 at :2(2.. .t: .674. 3-230 Lig 8 420 Architect/Engineer.pp s„.",,,..54,1 P. E. Address'. 3' S '' °" r^ CrQlw-IT f'!i r-Arr , 0L, �.,G 150S 11 1•y 70 } 7o) Glia LIc K. 3k( I L ,Tc:, h._5tr 1S 05 Sq Ft of Bullding:4 q/ 1... L , Sq FI of Lot: '} . rot, 43Gmc .5 HOight. . - / e of Floors: 6 Use of Building' .- 1 C “•••• iwi2,-1 (Z. .5 s .1> Tricx__- \ se -A-9-0 N 7 Describe Work: i-'(oKSs �rJn Y1? -!v d3 -41e T" 8 Class of Work: , Now ❑ Addition ❑ Aneralion 0 Move 0 Remove 9 Garage: 0 Single yr Double Carport 0 Single 0 Double ... 10 0 Driveway Permit On Site Sewage Disposal (Septic) 0 See Plan )� 1(� Vatuatbn of Work S. Adjusted Valuation 3.: 3 J /�p17 . 0" Special Conditions: A SEPARATE OF COLORADO. IS NOT SUSPENDED IS COMMENCED 1 HERE.RY THE TYPE THE VIOLATE REGULATING 111011 \�. NOTICE ELECTRICAL PERMIT IS REQUIRED ANO MUST BE ISSUED BY THF STATE PERMIT BECOMES NULL APD VOID IF WORK OR CONSTRl1CnON AUTHORIZED CONME NCFD YM THIN 180 DAYS. OR IF CONSTRUCT iON OR WORK IS E AFT£H WORK OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME CERTIFY THAT I HAVE READ ALA EXAMNED THS APPUGA110N MD KNOW SAE TO BE TRUE AND CORRECT, ALL PROWSCNS OF LAWS GOVERNING THIS OF W03M WILL BE COMPLETED WITH WHETHER SPECFED HEREIN OR NOT GRANTING OF DE PERMIT DOES NOT PRESUME TO GIVE AUTHORITY IO OR CANCEL TIE PR013SIONS OF . ODER STATE OR LOCAL LAW CONSTRUCTION OH THE PE' • -.OF CONSTRUCTION �_ f /D re - e j globi Chedt Fee: /4 f 3.1 ta Permit Fee. 22•9•D•15THIS Total Fee r� 't ! ! 3( all_ Dale Permit Issued: OCC Group 0-1 Construction Type: r . 1 !�r Zoning', ^.• Owner. Ca trackw Ur t , vm�rlo�m /rT/ 7-1';Aye/at/t 1 Selbadcs: ddured Home. •._.`44:". . ;DID W' •' .M 'M.. ICU,,F=. . ISBSeirFeejb-C)pO AGREEMENT f t.. 3 '? 9. i PERMISSION IS HEREBY GRANTED TO THF APPL ICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30 28 201 CRS AS AMENDED THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION. ERECTION. CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN •un THP OF IT CIJAI 1 nFrf1•rr 141111 awn 1rnln THE ISSUANCE OF A PERMIT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS ANO OTHER DMA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION nP THIC ulp4CninTIn1J THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR FRRORS. OMISSIONS OR DISCREPANCIES THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION REST SPECIFICALLY WITH THE ARCHITECT. DESIGNER. o04.1 nco .In nO...ro ,-n...,r...rc Inc Ii,rci,ncn Tn oc nn..cco1.*TH.c .♦.n .0 c..00nor nc ',LAC fU,.Irne I..Trnrer Ger1mn003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) _ 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 extenor siding, extenor doors and windows installed, a complete kitchen with cabinets, a sink with hot 8 cold running water, non-absorbent kitchen floor covenngs, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4.) A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5.) All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 5.) 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 CER1111CATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR 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 .ASFITIVICATE OF OCCUPANCY FOR THE DWELLING UNDER BUILDING PERMIT # Date: VALUATION/FEE DETERMINATION Applicant Subdivision Tel kJ '^�S, Address al So CA Joel Lot/Block rl Date (-2A-Q2.. Contractor hne.s of; s U..0 Finished (Livable Area): Main 31 l'1 4 6/ 2 S4), 14-71 Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Valuation Crawl Space: Valuation Pecks/Patios: Covered Valuation OPen Valuation 20 ,o l d 3 ,2 86 ig = 2.8 3G �r z4 = 8/84 Total Valuation Building Permit Fee Plan Review Fee Total BP & PR 31a, g25 2 Z O, (S /443,10 34,(p3 2,5 g;411 S Fen 3713.25Y Garfield County Road and Bridge, District 1 1015 School St., Glenwood Springs, CO 81601 970-945.6099 pb. & FAX Date: 7/11/02 To: GARCO Building & Planning From: Doug Thoe / Steve Marney Re: Driveway permit exemption Owner of Record: . Rita Herrington 945-9615 Or contact Mikc Deer c@ 618-3081 Location: Lot 11 in Teller Springs Parcel number 2395-124-01-011 New address is 2150 county road 109. Scope of Work: Obtaining building permit Road and Bridge Concerns: This property docs not directly access a county road and is therefore exempt from County driveway requirements. Deer 1-lome and Barn Lot 1 1, "['eller Springs Conditions of approval I) Install water meter for house, barn and any outside water hydrants -must be inspected by board member prior to any domestic water use. 2) No plywood allowed on barn for siding -must be individual board and batt or stucco to match house. Submit revision and material sample with color. 3) Barn roof pitch and material to match house. 4) Roofing material sample submitted is not acceptable, as it is reflective. Please resubmit a non -reflective type roofing sample for approval prior to installation, 5) No flood lights, security lights of any other kind of high intensity exterior lighting is allowed. Exterior lights must be shielded, down light type fixtures only. 6) Total deposit required . House plus barn = 7067 SQ.FT. x$.50/SQ. FT. = $3533.50 Deposit is refundable upon compliance with approved plans, conditions and C.O. Please call for board inspection upon completion for refund. House and barn plans are approved with the above mentioned conditions. Approved by The Teller Springs Design Review Comm. Robert Classen, President T.S.H.O.A. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties ` h slopes of 40% or greater must be shown on the site plan. Yes 2. Does the site p also include any other buildings on the property, setback easements and utility easeme . Yes 3. Does the site plan include when applicable the location of the 1.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent pro les), streams or water courses? Yes 4. Does the site plan mate the location and direction of the County or private road accessing the property? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered 2 design? / Yes ,/ 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clces required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes .� 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind load Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes ✓ 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters r joists or trusses? Yes 11. Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? Yes 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undisturbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No J 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code $ pter 37? Yes No 3 ., 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms andlor basements comply with the requirements of the Uniform Building Code?/ ,,,,, t, S 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 No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes ✓ No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ,/ 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 andlor covenants? / Yes No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural c mmittee deny or reject your building plans? Yes V No 21. Will this be thepnty residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes 23. Do you undersydnd that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes �/ No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 25. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by th eld County Building Department? Yes No 26. Do you understand that approval for design and/or construction changes are required prior to the application ese changes? Yes No 27. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes ✓ 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 i ection one (1) day. Inspections are to be called in to 384-5003. Yes No 29. Are you aware that you are required to call for all inspections required under the Uniform Building Code inclu ing approval on a final inspection prior to receiving a Certificate of Occupancy and cupancy of the building? Yes No 30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project com with the Uniform Building Code? Yes 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 625-8601. Yes / No 32. Do you understand that you will be required to hire a State of Colorado Licensed Electrician 41 a 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 applicablpection. Yes 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 pe ? Your attention in this is appreciated. Yes No 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability. Signature Phone: 8l� ec 22jU (days); Project Name: €U - Project Address: Z Date 12-"Noi F -TA t D714,1CF,-- (evenings) ter it �Lr!��Q SftA1t- Notes: C04.4 fkiTi 70 GG t! r road . Ses2-1 NCTs Co 9060 I If you have answered "No" on any of the questions, you may required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. 3f it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 04/02 6 BEST CO • Date Rec. PERMIT # Contractor// Home Owner : Address: S e---€-- TYPE OF INSPECTION: Partial Rough in Underground Final ACTION: Accepted ✓ Rejected Remarks L� REINSPECTION FEE Comments or Corrections: 'Fidr Inspectors Nam Phone # Date - FORMS:E INSP NOTICE.DOC 1 ) ,1644 Feil bli)6 /-1-61---XML 4 • • 1 •.. BEST COPY Marla Q,3 08:23a S 0 aweN srio33adsui GREG WINDERS CSED BEST COPY Comments or Corrections: m y 0 1 m 970 945 2796 1.1 0 w 'NOI.L)3dSNI303J J. P•2 Charles C Robinson }..• 44; I 5704077392 Charles C Robinson, PE 319 South Grant Ayanna, Fort Comes, Colorado 80521 00/20/02 02:30pm P. 002 (970) 493-0178 Fax(970) 407-7392 Monday. August 19, 2002 Andy Schwaller Garfield County Building Department 109 S'h Street Suite 303 Glenwood Springs, Colorado fil601 Dear Mr. Schwaller. RE: Site Modificatioti to hooting, Mike Deer. Deer Ranch, County Road 1119,1,441 11, Glenwood Springs. CO. Earlier this year our office suppltcd stamped drawings for the foundation and basic framing for a home and barn for Mike Deer We have been notified by the contractor that during construction one of the entry footings was tins - located 8" The contractor is planning to add W' of fooling width with a continuous #4 rebar and #4 dowels laterally stubbed into the footing at approximately 24" c!c spacing. Aficr discussion with the contractor, review of pictures supplied to our office and review of our plans referencing the toads to the footings. it is our opinion that the widening of the mis-located footing will not adversely affect the foundation performance. Further it is our opinion that the method by which the contractor requested to widen the footers was an acceptable approach. If there arc any questions. please give mea call. Geoff Robinson. PE Civil / Structural Engineer Cc: James Otis The taunt res are limited so the specific items band or this lata' aid ire w- way i pts o certicatiou or rotaphse redesign or invention of dee scrwt m ihs,I teems ar site wort No baba* it assrwmedjos, fs:tare hors of ratrte. marieabilhs or awn other best riamr. File Otis R-19-2002 Deer Ranch Job Reference: 02-068 .,. a n Scie03 Charles C Robinson; PE (970) 493-0178 319 South Grant Avenue, Fort Collins, Colorado 80521 Fox(970) 407-7392 Andy Scliwallcr Garfield County Building Department 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Dear Mr. Schwaller, RECEIVED AUG 2 3 2002 GARFIELD COUNTY BUILDING & PLANNING Monday, August 19, 2002 RE: Site Modification to Footing, Mike Deer, Deer Ranch, County Road 109, Lot 11, Glenwood Springs, CO. _ __ _ Earlier this_ycar.our.off ce supplird.stamped drawings for.the foundation and.basic framing for a home and barn _ for Mike Deer. We have been notified by the contractor that during construction one of the entry footings was mis- Iocated 8". The contractor is planning to add 8" of footing width with a continuous #4 rebar and #4 dowels laterally stubbed into the footing at approximately 24" c/c spacing. After discussion with the contractor. review of pictures supplied to our office and review of our plans referencing the Toads to the footings, it is our opinion that the widening of the mis-located footing will not adversely affect the foundation performance. Further it is our opinion that the method by which the contractor requested to widen the footers was an acceptable approach. If there arc any questions, please give me a call. Geoff Robinson, PE Civil / Structural Engineer Cc: James Otis The continents are limited to the specific items luted in this Starr and in no ray imply a certification or complete redesign or inspection of the structure. its system or site work. No liability is assumed for ftmtre loss of value, marketability or any other loss claims. File: Otis 8-19-2002 Deer Ranch Job Reference: 02-068 Charles C Robinson, Pr 319 South Grant Avenue, Fort Collins, Colorado 80521 5,4,3 970 493 0178 Fax 970 407 7392 21 August 2002 Andy Schaller Garfield County Building Inspection 109 Eighth Street, Suite 303 Glenwood Springs. CO 81601 and James Otis AUG�200 DautziNGT CouNnr Subject: Deer Ranch, 2150 County Road 109. Glenwood Springs. I reference Eco -Block installation manual p.13 'notes' that states 12 to 18 inch rebar overlap at cold joint. My recommended lap for the #4 rebar is 20 inch minimum. The existing #4 rebar out of the footing should meet this condition. The rebar will be continuous from this the eight -inch / six-inch transition to the top of the Lyall. Charles C. Robinson Fax to Garfield County, orieinal to follow:. The Inspection and comments are hooted to the spenhic !terns hsted rn tilts letter and in no way imply a certification or complete redesign or rnspecoon of the structure, its systems or site work, No lralnhty rs assumed for future loss of value, marketahrhty or any other loss charms. File: 1 Letterhead Job Reference: 02-012 the Specification Notes Footings: Horne and Attached Garage Basement Perimeter Footings: 18"x8" unless noted on drawing. See page one for continuous rebor specifications. Install vertical dowels #4 rebar at corners and 24" c/c max extending 18" minimum into wall, standard L—hook into tooter under one horizontal bar. Observe ACI practice. (3" cover when cost ogoinst soil and 1.5" cover when cost against forms.) All footings below frost depth on undisturbed soil or structural fill in accordance with soil report. Concrete Walls: (footer to trusses) reinforced concrete using Eco—Block system Observe Eco—Block construction methods. 8"x32" from footings to grade level (or slob level) 6"x12' walls from slob level to support roof system Horizontal rebor: 0ne #4 within 6" of bottom of won. #4 rebar 32" c/c mox and one #5 rebar within 4" of top of wolf. IMMO' rebar: #i4 rebar 24" c/c max, orient to basement side of wall. insure vertical rebar crosses top and bottom horizontal rebar. Maintain 24" minimum concrete depth in header over won openings. Default headers as two #5 rebar top and bottom, maintain 1.5" minimum and 2.5" maximum cover from top of wall and top of window opening. Extend longitudinal rebor 16" minimum beyond window opening. Minimum header depth is 24" Shear reinforcement: #3 shear stirrups 12" c/c maximum spacing, 0.5" minimum cover. See Page 2 for specific modifications to concrete headers. Observe Eco—Block specifications for reinforcement oround windows except increase steel to two #4 rebor each edge of wall opening for openings over 8' and two #5 rebor for openings over 10'. Enclose #5 vertical reinforcement between garage doors with #3 stirrups 9" c/c max spacing vertically. Window openings per customer requirements — verify prior to setting forms. Provide one egress window for each bedroom. Double 2x6 sill plate attached to top of woll by 0.5" L—anchor bolts 24" c/c or Simpson MAS anchors 36" c/c. Garage door blockouts — stop top of wall 6" below top of slob and bend rebar into floor slob. Porch Grade Walls: 8"x32" (min) with One #4 rebar continuous bottom (within 4") and top (within 4") horizontally with #l4 rebar 24" c/c crossing top and bottom rebor. Porch slobs moy bear on top of wolls. Trusses: Follow manufacturer's recommendations. Attoch regular trusses to top of wall sill by Simpson H2.5A ties, one each side of truss bearing. Consult truss company for girder truss tie—down (expect Simpson HT!' type tiedowns) Overhongs should have o 2x horizontal tie from end bock to ledger on house wall. Girder trusses require hangers in several locations. We suggest use of Simpson girder truss hangars, but insure hanger capacity exceeds truss end reaction. Please coil our office if there is any question on matching hanger capacity to truss. Concrete Floor: 4" (min) concrete slob with in floor heating system — meet system requirements See soil report for comments. If heating system permits, we suggest doweling edge of floor slob to walls by 115 horizontol dowel 24" c/c max. Reinforce slob and cut relief joints per floor heating system specifications. Exterior Concrete Slobs: 4" (min) concrete slobs over properly compacted fill, see soil report for comments. We suggest #4 rebor horizontal dowels 4" into home foundation wall, 16" into slob 18" c/c to hinge slob from foundation. (Prevents slob surface water draining to home side if settling occurs.) A #4 rebor horizontal in foundotion slob edge will reinforce the hinge edge to prevent future spoulding. We also suggest M3 rebor 18" c/c (min) or heavy welded wire mesh to minimize mid—slab settlement issues. Slab may be placed over foundation was. BEST copy To minimize risk of future grade settling, woter domoge and damage to foundation components, all fill surrounding the foundotion must be compacted properly. See soil report and notes this page. We cannot be held responsible for improper compaction work. Proper correction of non—compacted fill may be expensive if not done properly the first time. Design Based on: 90 mph — Exp B Wind Lood 40 psf roof load Snow Load 40 psf occupancy Live Lood Reasonable weight estimates Footing design based on 1200 psf max bearing for DL + 3 LL. r � a n � 0 Construction Details Details r 1 Page 3 � J t methods ;ognize liner and 7 Uniform d soil ign will soil report ssocioted d incorporate 12 3 ole inspection the report. frost depth. informotion :h as if work, rol controctor :ific to this reasonable covered by foundation 1.) y disclosed oticed. >ical ACI rdonce with ince to a , please r and toted. beom noted. fully as below :ture. ed. foundation use of .herwise. aproved structural fill. habitable years. lis is not :onditions. within the first 6 mon t structurol function. ebor. Maintain gs. strength of 1-1— 1%. mended GRAPFIIC SCALE ( I N n- ) 1 inch . 60 it t50' PEOr.STRIAN ANO EQUESTRIAN ESOT 1 x 0 "AR AND CM LS /16842 oN C l RE.OAR AND CAP z LS /16642 �� Co 30' ACCESS EASE wm T '��' 'rYAL vF 10' SETHACX GRAVEL 0R1vE K!RE FENCE LOT 10 CCNTERtE.RI INE OF 10 0. LAE EAS'EM'DE AD4ENT ELEC�!C LAN 7.5' UT7lJTY FA SI'UFNT OVrPrir AD `A " OwtR 0 1 \t EOCFS No7 ti'$,OLE SUE :O S�0W COIR 1 WATER ac EDGE Or COUNTY ROAD Z • LrSN N.1 15,0' 11TILIrr EASEMENT tsk 0 25' ! 13ACC 8.0' 'ODE EMT PA TM RED AR ANS CAP LS /16842 HEARS N 3172118. w 1,' 5. WRE 'FACE - 15.0' PEDESTR.A.N AND FIX,ES'RIAry r$M T, L. vc RISER 10' SE TE+Acx I' WADE • TT LSBAR AND CAP / 'LLECi31L WARE FENCE 1 x ` / 1 x � 1 *\111110 \ 7.5' U!ILITY EASEM(NT 1r. R.SER ENRE FENCE WATER METER SPIGOT 30 CAEP A /3 PUMP \\\S1M1e 1'VC RISERS-) } lLITY PEDS. T 12 R5 'RRICA710N DITCH POWER POLE C'E'NTERLINE Cr 60.0' 4413E GAS. TELEPHONE A43 WATER LINE LA"iFMENI \ \ COMM( OPEN SP 25' SETBACK REBAR ANO CAP LS 416842 7.5' UnUTY EASEMENT NOTES: RE8 9 AND CAP S /842 1) ERAS'S Of BEA N 00.11'11" 12, AN AXLE SECTION 12.• ?) THIS PROPFRT COVENANTS AN 3) OAT( OF SJRv A) THIS UAa IS ' f0U1•D IN PLA 5) THIS S'JRV•.Y 1 TITLE COMu:TI THE TIT._E HA' INC. I Yr PENT LOC9I.01 rrRTIFI(ATT I HERFRY STA"F. THAI 'P:S INPROVE:IALNT LOCATION CERTIFICATE WAS PREPARED BY HIGH COJNTRY FNSNEERNG. ;'C FOR JAMES M 0115. NAT :T 15 NOT A LAND SURVEY PLAT OR A.V 'MPROv1'ME'N" SURVEY PLAr, AN3 T.Af If :S NOT TO BE i2EL 1 0 UPCY FOR 1HE ESTARL.a1Ye14 0F' E ENCS. RUILDRiC, OR OTHER FUTURE IMEh201ttI4I NT L.\ES. r,;RT'+.ER STATE 71;AT T' F. IUPROVEuEN'S ON THE ABOVE' 31SCR,EIEC PARCEL ON IRIS DA:E. MARCH 6. 2003. EXCEPT LTL.TY CONNECTORS. AHi L '.VR[LY WTP:N THE iiOLN OAjT1':5 PARCEL, EXCEPT AS SHONN, 'HA' 111F44E ARE NO ENC4OAOIMFNTS UPON DiSCH.EIi.D PRFYISTS RY 14PRUVSViN15 ON AAY A7,C'N N : nREY!SLS. FXCEP" AS :7.0:CATF7, AND THAT 11EPE IS NO A0PAREKT EY7DENCE CR S'.^.V OF ANY 1,A.'MIN1 CROSSING OR BJRDFN.N0 ANY PART 01' SAr) lie--9Sutewe eitch. avaasi,' INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIlkED FOR INSPECTIONS BUILDING PERMIT sEa GARFIELD COUNTY, COLORADO Date Issued? .C1V/42Z,oned Area Permit No. id -63 T • AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with ail 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 Inspector and IMMEDIATELY BECOME NULL AND VOID. 1,1 This Card Must Be Posted So It is Plainly Visibk From The Street Until Final Inspection. INSPECTION RECORD Footing R?n 7/.+► �. _L ' _ r . b li' _ . , . � i :; . 4.‘.. Foundation l-/---•��.. .�� �. L�r A �G - -'�•. Underground Plumbing %.. o- -Insula in r: ,.� Rough Plumbing _ _e ...464.01Drywallo .. ., ")1-. Chimney & Vent !2„,-4,--ts I'll Electric Fina; .,tine Ins • . tor) . ', on Gas Piping t z _(D p Final --2.4 -03 i Electric Rough (By State [ospeetor)MM Septic Final 1 -7D-02 ViiOls Framing', ,, flr 4'by 1 _ :ei: " (To include ' oo in place an , W'4dbws4 and Doors installed). Bq,, 3 ) , Notes: it' Or 'A4? ad i -Ca . 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. APPROVED NOT DESTROY THIS CARD Date F PLACED OUTSIDE - 0 ER WITH CLEAR PLASTIC COpy