Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Application - Permit
I Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co . 81601 Office :970-945-8212 Fax: 970-384-3470 Inspection Line: 970-384-5003 Building Permit No. J Q90-=t Parcel No: 2395-102-09-013 Locality: Spring ridge Reserve PUD Ph 1, lot 13 Job Address : 0341 Spring View Dr, GWS Use of Building: s/f w/open & cov patios & attached garage --------------~----~--------~~----------- Owner: Helm , Craig Contractor : Helm Design & Development Inc Fees: Plan Check : $ 1,363.02 Septic : Bldg Pe rmit: $ 2,096.95 road inpact fee 80: $ 1,326 .52 Total Fees : $ 4,786.49 Clerk: t ' = 3=~\~(Cf Date : L -:~J-Oo I I 2 3 GARF IELD COUNTY B UI LDI NG PERM IT APPLI CATION 108 81h Stree t, S uite 40 1, G lenwood Springs, Co 81 60 1 Pho ne: 970-945-821 2/ Fax: 970-384 -34 70 /Inspectio n Li ne: 970-384-5003 IVIVw.ga r lield -co un ty.com Pa rce l N o : (th is infonnation is available at the assessors office 970-945-9 134) 23q5 \Oi..D~0\3 Job Address: (if an address has not been assigned, please pr~1e Cr, Hwy or Street Name & City) o r and legal d escri ption 03'-\\ S\>14\~u-'\J,~\o.J 'D12.. ,\0:$ C...0 Y fC.,o I Lot No: \3 Dlock No: "V S u bd./ Exemption : S ?R.\Nu R,' Dc.:\Z R~~-Gil-\1 ~ '?0\::) ?\-\A5G' \ 4 ; .. O wne~~rty ~w n er) Mai ling A ddress:W Ph: .. A lt Ph· CrCI\, \ V.W\ I~<\\ Of>..¥.. P.. '{ (s\.J& L'1"\5 -(&.\DO 1 9'15-o'-lLIL/ 5 Cont nict'O r:OV Mai li ng Add ress: Ph : Alt Ph : H~t.-"" 1>e~t<rJ \ Dt;.v. \,..SL "2-1COG1 ~..~T)Z}\P c.r S"tTf: 30o G-\.lS <1\.{~-~\ 0(.) 6 Architect I Eng ineer: Ma iling A ddress: Ph : A lt Ph : 0\::)00 e. .... ~,"'~f"\11'\C\ 9\..\? -10() Co 7 Sq. Ft. ofBuildrn g: v Sq . Ft. or Acres of Lot : He ig ht: 24 1-Y 11 No. ofFioors: 3 51~ L.\-.ltNC.q.-71.\'0 G.f.llACcE: 1-3 ~c.;~.-GS MP..y '2. -'5 pt.. I T 1-£1/E:L- 8 Use of Bu ildi ng ; .S r-(". •·H \-'( KG.S , oe: ~'--~ oJ {~f ~. ~-J;t./1 +cili~ 1P .JA~ _/ '"'u"'( 9 Descri be W ork : , I v N~l-.1 C....u sTo 1'-\ \-\oM~ 10 C lass of Work: )(New o A lt e ra ti on o Additi on II Garage : Septi c : c..~'1 s~r ~A ttac h e d 0 Detached o i SDS o Communi ty 12 Dr iveway Permit: r-J)f:>.. 3\JWJ~ Owne rs valuati o n o f Wo rk : $ 5co, oco -t-~vd. I NOT ICE Autho rity. Thi s applica tion for a Buildi ng Penn it must be signed by the Owner of the property, described above, or an authori zed agent. If th e signature below is not that of the Owne r, a separate lett er or authority, signed by the Owner, mus t be provi ded \li th this App li cation. Lega l Access. A Bui ldi ng Pe nn it can not be iss ued with out proof of legal and adeq uate access to the prope rt y fo r purposes of inspections by the Bui ld ing Departme nt. Other l'ermlts . Mu lt iple separate pe rmit s may be req uir ed: (I ) State Elect ri cal Penn it, (2) Coun ty ISDS Pe nni t, (3) anot her penn it require d for use on the propert y id ent ifi ed above, e.g. Stat e or Cou nty Highway/ Roa d Access or a State Was tewate r Disc harge Pe rm it. Vo id Permi t. A Building Pen n it beco mes null an d vo id if the work authorized is not com menced with in 180 days of th e date o r issua nce and if work is suspended or aba nd oned for a period of 180 days aOer commencement. CERT I FICA TIO N 'I hereby cert ify that I have rea d this Ap pl ica tion and th at th e infonnat ion co ntai ned above is true an d correct. I und erstand th at the Building Depart ment acce pts the App licati on, along with the plans 'arid specifi cat ions and other data su bm itted by me o r on my behal f (submittals), based upon my certifica tion as to acc uracy. Assu ming completeness of th e submittals and approva l of this Application, a Building Penn it wi ll be iss ued granting pennission to me, as 0 \\1ter, to construct the struc ture(s) an d facil iti es detail ed on the submi tt als reviewed by the Bu ildi ng Depa o1me nt. In consi de rat ion of the issuance of th e Buil din g Pe nnit , I agree that I an d my age nts wi ll comply with prov isions of any federal , state or loca l law reg ul ating th e work and the Garfield Co un ty Buildin g Code , ISDS regulat ions and app licab le land use reg ulat ions (County Regu lati on(s)). I ac kn owledge th at the Building Penn it ma y be suspended or revoked, upon noti ce from the County, if th e location, cons tructio n or use of th e structure(s) and faci li ty(ies). descri bed above, are not in com pli ance witlt County Regu latio n(s) or any other applicable law. I he reby gra nt pe nni ssio n to the Building Departme nt to en ter the property, described above , to in spect the work. I further acknowledge that the issuance of the Buildi ng Penni t does not prevent tlte Building Official from : (I ) requiri ng the correct ion of erro rs in th e submitt als , if any, di scovered aner issuance ; or (2) stoppi ng const ruction or use of th e structure(s) or faci lity(ies) if suc h is in viola tion of County Regu la tion (s) or any other applicable law. Review of this App lication, includi ng submittals, and inspect ions of th e work by the Buil d ing Departme nt do not consti tute an acceptance of responsibi lity or liabil ity by th e County of errors, om issions ocdi"""'"''~· A> •• ~lolgo ""' •~po,.ibiliiy '" •~oli~~ ••• '"""1, "'" ""' locO "'" ~d C.••'Y Ro'"lo1iMo •• ••• mo""' my ,..oriud '""''· ioo l•••• ..;1h~1 lim io1i~•i1w d~''""· ~ ~•~•" boildo•. I HEJ<EB CKNOi~E A T1 HAVE .CAD AND UNDERSTAND THE N ;~E ;;:·:~ATION ABOVE• OWNER$-S IG NATURE DATE t STAFF USE O NLY S peci a l C onditio n s : Adjust ed V a luation : <,Lt Pla n C h eck Fee: Per m it Fee: ~ d-04 b tj Manu home Fee: 0 Total Fees: y ~ L-J l&" Fees Paid : ISDS Fcc: Balance Due: 'Z. ~ '3 '3bS' ·W\] Setbacks: OCC Grou p: Con st Type: Zonin g : BLDG DEPT: PLNGDE PT: DATE DAT E 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 and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished , and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails . Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e . weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O .) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. DATE VALUATION FEE DETERMINATION Applicant Address Date s pr.-,. !J fl..,-&3 e., Kesuv~ ..;;,H;;.;;e..;,;,lm;.;._ ___________ subdivision ~p r iAsridge R.elii!:Ye e '11 , I ~3-:-4_1 ..:..Sp"-'r_in-="g'-V-'i...:...ew_..::cD...:...r'-. _______ Lot/Block ..;;.1.;;..3 ___________ _ _4_/1_5_!2_0_08 ___________ Contractor Helm Design Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion ofUnfinished to Finished Total Valuation Garage: Valuation Craw l Space Valuation Decks/ Patios Covered Open Valuation Type of Construction: Occupancy: Valuation Total Valuation 1784 sf sf 1789 sf sf X $74.68 3573 sf sf X $41.00 sf X $33 .68 748 sf X $18.00 sf X $9.00 266,831 .64 0.00 13,464.00 0.00 89 sf X $24.00 .= J. 13 (. • 1180 sf X $12.00 IY'r I C. 0 • Commercial sf X sf X sf X sf X sf X sf X 16,296.00 0 .00 296,591.64 PLAN REVIEW CHECKLIST Applicant _ __,t;....;.J_L ____ _ Building ~ngineered Foundation v/nriveway Permit 15~ ___i.LS urveyed Site Plan ~Septic Permit and Setbacks . ~ade/Topography 30% ?-u.J-.t . ___0ttach Residential Plan Review List ~Minimum Application Questionnaire Lsubdivision Plat Notes 4-Fire Department Revi ew -1 aluation Determination/Fees __ Red Line Plans/Stamps/Sticker 4-Attach Conditions 4 Application Signed v;lan Reviewer To Sign Application V Parcel/Schedule No. -$-40# Snowload Letter-Manf. Hms . ___d_ Soils Report GENERAL NOTES: Date __ y....__ ...... _,_l _.l.f_-...... af::'-6---- Planning/Zoning _tL_Property Line Setbacks ----L.L._30ft Stream Setbacks ~loodPlain ~Building Height ---(...LZoning Sign-off ~oad Impact Fees ~OAIDRC Approval _dorade /Topography 40% /Planning Issues -...eL_subdivision Plat Notes 5C.~ ~~1"1- PND s_rl, GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. 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. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTED FOR ALL APPLICATIONS. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. I 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 and original grade. 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. Engineered foundations may be required. 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, a 90 M.P.H. wind speed, wind exposure B or C, 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 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) 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 surveyor's 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 vf 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5 .05 .03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. ./ 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 propertiewr;s) treams or water courses? Yes -~~-'--- 4. Does the site plan indicate the location and direction of the County or private road accessing the property? / Yes v --"---- 2 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agencies Yes ~ 6 . Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes / 7. Do the plans indicate the location and si z e of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes ,/ No ----- 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? tJjP..., Yes No ----- 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes '-"'/ 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes ~ 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ~ 12 . Does the building section drawing or other detail include the method of positive connection of all columns and beyms? Yes / -------- 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes / 14. Does the plan include any stove or\zero clearance fireplac e)planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No ------"'----- 3 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes ___________ No ____ ~~-------- 16. 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 IRC? Yes / 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes / 18. 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 ------------- 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes / 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes / --------- 21. Do you understand that if you belong to a Homeowners Association (HOA), 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? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation OJ-substantial modification of the plans. Yes ____ ...:../ ____ __ 22. Will this be the o~ly residential structure on the parcel? Yes / No Ifno-Explain: ____________ __ 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes ./ 24. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes / 4 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ./ 26 . Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes / 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes --"'----- 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes / 29. 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 ./ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-50703 Yes No ------ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes / ------ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy ofthe building? Yes / 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an~ent and that the party responsible for the project must comply with the IRC? Yes _____ _ 5 34 . Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection . Yes / 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes ./ 36 . Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes v"' (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building pe1mit that you will be required to obtain a grading permit? Yes / 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes ./ I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. 3-l--o6 Date Phone : 9l-\ 5 -l.o\ l? 0 (days); __ <1_lf_5_-_o_lf"'-Lf"'-Lf_._ __ ( evenings) Project Name: l.-o + I~ "5 f r·, V\ d': d% L \2-e_~ e<' v~ Project Address: 3~\ ~~(-\/\~ v·,e.._v-J \:Jr . j G\evn ..... :>ooc{ 5fGvtgs I Co 81 (o()' 6 Jeff, Jeff Kehr From: Sent: To: Ron L. Biggers [rbiggers@ci.glenwood-springs.co.us] Monday, April21, 2008 4:10PM Jeff Kehr Subject: Craig Helm, project in Spring Ridge II sub-division Jeff, Page I of I Craig Helm called me last Wednesday afternoon to discuss the fire protection requirements for the second home he is planning to build in the Spring Ridge II Sub-Division. He said the living area of the home is between 3,500 sq. ft. and 3,600 sq.ft. but with the attached garage sq. footage added the total square footage of the structure will be over 3,600 squire feet which would require him to install an automatic fire protection system in it. Craig seems to be against installing automatic fire protection to the homes he has and plans on building in Spring Ridge II. To not have to install an automatic fire suppression system in the structure he asked me if he added extra fire resistive construction and building materials between the living area and the garage if he could be exempt from installing a fire suppression system in the structure. Over the phone I reviewed his construction plan for this area of the structure and added a few items to it and then gave him permission to build the structure without an automatic fire suppression system in it. This afternoon he provided me with a letter which outlines the method of construction for the wall, roof deck and exterior finishes between the living area and the garage. I will fax you a copy of this letter for your records and for on site inspections. He also supplied me with manufactures cut sheets on the building materials he will be using. Do you want copies ofthem also? · Before issuing him a building permit if your departments want to add more restrictive requirement to the construction and building material to be used in this area of the structure that is fine with me. This is probably the last time we will grant this exception on this type of request for future homes to be built in the Spring Ridge II Sub-Division. Thanks for referring Craig to me to discuss this matter before issuing him a building permit. If you have questions or want to discuss this matter with me please give me a call. ;<:' ... i$'~. '?& ~.IJ. s. ?. v. 970·3!4·6433 ?tu s~ s-Lwu 4/22/2008 ~4l~p -G· :: -~ . .tfa,+~~lk~, . ~~t~~~~>i n H EPWOHTH ·PAWLAK GEOTECHNICAL November 30, 2005 Helm Design & Development Attn: Craig Helm 2700 Gilstrap Cout1 , Suite 300 Glenwood Springs, Colorado 8160 I lkt•w,,nh-1' 111 l,,k ( i,·,,r, •. hntc:tl , !nc. 30 ~\..~ ( ·l·tn1 1 \ Kl q~,l I iM~ (ii L'I111•'•'<[ 'f'rin"'· \ ',d,·t·l ,[,, .)[(,,)f Plh'llL': 97l'-'l-f )-7·)~·-; r .• ~: ·r;-~'--Lf '-·"-+~-~ <.'lll,\il: ht••:<'c>!Jhf·~~•'[c'c·h . .->111 Job No. 105 986 Subject: Subsoil Study for Foundation Design , Proposed Re:;ider.c~, Lot l3, Springridge II , Spring View Drive, Garfield County, Colorado Dear Mr. Helm: As requested , Hepworth-Pawlak GeotechnicaL lnc. performed a sub sv il s~·udy for design of foundations at the subject site. The study was conducted in accordance ·w ith our agreement for geotechnical engineering services to you dated November 3. 2005. The data obtained and our recommendations based on the prop csed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a two story, wood frame structure over a walkout basement level and be located roughl y in the area of the exploratory pits shown on Figure 1. Basement floor will be slnb-cm-~rade. Cut depths are expected to range between about 3 to 12 feet. Foundation loadings are assumed to be relativel y light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the tim e of our field exploration and is located at the north side of the Spring Viev..-Drive cul-de -sac. An irrigation ditch is locate d along the vvest side of the building area ~nd was dry at the time l)f our field exploration. The ground surface is relatively flat and strongly sloping do,vn to the east. Vegetation consists of grass. Subsurface Conditions: The subsurface conditions at the sit e we re evaluated by observing two exploratory pits at the approximate locations shown on Figure I . The pits were excavated prior to our arrival to the si te on Nove mber 3, 2005. The log s of the pits are pre se nted on Figure 2. The subsoils encountered, below about I 1/2 fe et of top so il , mainl y consist of silty sa nd y cla y soil extending dovvn to a depth of 12 feet at Pit 2. Weathered to medium hard sandstone bedrock was encountered at a depth of 8 feet in Pit 1 down to the bottom pit depth of II feet. Results of S\ve ll-con so lidation testing performed on relatively undisturbed samples of the clay soils. presented on Figure 3. typically indicate low to moderate compressibility under existing low moisture conditions and light loading. The sample from Pit l at 4 feet showed a minor collapse potential (settlement under a constant load) after wetting. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Laboratory test results are summarized in Table 1. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction. we recommend spread footings placed on the undisturbed natural clay soil or sandstone bedrock designed for an allowable soil bearing pressure of 1.500 psffor support of the proposed residence. Footings bearing entirely on sandstone bedrock can be designed for an allowable bearing pressure of 4,000 psf. The clay soils tend to compress after wetting and there could be some post-construction foundation settlement. The settlement would be differential between footings bearing on the clay soils and footings bearing on bedrock. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed to expose firm natural soils or competent bedrock, and the footing bearing level should be moistened and compacted prior to constructing footings. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation aud Retaining Walls: Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcffor backfill consisting of the on-site clay soils or well- broken bedrock fi·agments. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active em1h pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of the on-site clay soils or well-broken bedrock fragments. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Job No. 105 986 ~tech ' -_) - Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moismre content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the walL since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected. even if the material is placed correctly, and could result in distress to facilities constructed on the backfilL The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient offriction of0.35 for clay bearing areas and 0.50 for bedrock bearing areas. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength. particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. Floor Slabs: The natural on-site soils or bedrock. exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. To reduce the effects of some differential movement, non-structural floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained \'erticalmovement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer offree- draining gravel should be placed beneath basement le,·el slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No.4 sieve and less than 2% passing the No. 200 sieve~ All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils or well-broken bedrock fragments devoid of \'egetation. topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration. it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining Joh "\o. I 05 986 ~tech -4- walls. crawlspace and basement areas. be protected fi·om wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill sunounded above the invert level with ii-ee-draining granular material. The drain should be placed at each level of excavation and at least I foot below lowest adjacent finish grade and sloped at a minimum I% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve. less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least I 12 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: I) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor densit~· in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free-draining wall backfill should be capped with about 2 feet of the on-site clay soils to reduce surface water infiltration. 3) The ground surface smTotmding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy inigation, such as sod. should be located at least 5 feet from the building. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2. the proposed type of construction. and our experience in the area. Our services do not include determining the presence, preYention or possibility of mold or other biological contaminants (MOB C) developing in the future. If the client is concerned about MOBC. then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and \'ariations Job i'\o. 105 986 ~.btech -5 - in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report. we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our info1mation. As the project evolves. we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations. and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engtneer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, Daniel E. Hardin, P.E. TLK!ksw attachments Figure 1-Location of Exploratory Pits Figure 2-Logs of Exploratory Pits Job No. 105 986 Figure 3-Swell-Consolidation Test Results Table I-Summary of Laboratory Test Results ~tech 105 986 ~ w ::;; w ~ w z 0 ~ ~ 0: 0: APPROXIMATE SCALE 1~'=40 1 LOT 12 PIT 1 Ill ~ HEPWORTH·PAWL.AK GEOTECHNICAL -----r----. PIT 2 II LOT13 / LOT BOUNDARY BUilDING SETBACK l _) SPRING VIEW DRIVE LOCATION OF EXPLORATORY PITS LOT 17 FIGURE 1 ~ Q) Q) I.J.. li CJ 0 0 5 10 15 LEGEND: PIT 1 PIT2 WC=5.7 WC=6.i DD~101 00~106 -200=75 ~ TOPSOIL; silty clay, firm, moist, dark brown to reddish brown, organic. 0 5 10 15 D CLAY (CL); silty, sandy, medium stiff to stiff, slightly moist to moist, brown to reddish brown, cal~areous. SANDSTONE BEDROCK; weathered to medium hard, slightly moist, red. ~ 2" Diameter hand driven liner sample. r-: Disturbed bulk sample. ~-~ NOTES: 1. Exploratory pits were excavated prior to our site visit on November 3, 2005 with a Cat 320L trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were not measured. Pit 1 is approximately 7 feet higher than Pit 2. 4. The exploratory pit locations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content(%) DO = Dry Density (pcD -200 = Percent passing No. 200 sieve 105 986 ~ LOGS OF EXPLORATORY PITS FIGURE 2 HEPWOR'nf-PAWL.AK GEOTECHNICAL 1i5 "' lL Q_ "' 0 I I I I !vloisture Content = 5.7 percent I Dry Density = 101 pet ' Sample of: Sandy Clay I From: Pit 1 at 4 Feet 0 I ""' 1 I \ '-... :---Compression _upon ,, 2 wetting 0' \ § ·v; UJ 3 I'! 0. \ E 0 u 4 I \ 5 6 0.1 1.0 10 100 APPLIED PRESSURE-ksf Moisture Content = 6.1 percent Dry Density = 106 pcf Sample of: Sandy Clay From: Pit 2 at 4 Feet 0 -:----No movement "if!-~' ,/ upon c 1 wetting 0 ·v; ") <f) I'! ['\ 0. E 2 0 \ u 3 0.1 1.0 10 100 APPLIED PRESSURE-ksf 105 986 ~ SWELL-CONSOLIDATIOI\l TEST RESULTS FIGURE 3 HEPWORTH·PAWLAK GEOTECHNICAL. rsi\MPLE LOCATION NATURAL NATURAL MOISTURE DRY PIT NO. DEPTH CONTENT DENSITY (ft) _(%) (pcO 1 4 5.7 101 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS GRADATION GRAVEL SAND (%) (%) PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMI~ LIQUID PLASTIC LIMIT INDEX (%) (%) UNCONFINED COMPRESSIVE STRENGTH (PSr) Joh No. 105 986 SOIL lYPE Sandy cby -1 i----t---------+----1----+---t---+-----1---------+---------------·-----------..... ----- . 2 4 6.1 106 75 11-----t------t-------t-----l---J~j-------j~------j---t--t-----------~=~-~~~ 1 lf-----l-~---+------l--------+----1---+---t-----t------l-----~---· ----------·--·-------- -----f----+----t---+----t----j----t-----t----+------1---~ ~------------------· -----+----t--------l----+----t----+------j----·-1------t------··-~---------·· -· --~--+~~-+-~~1-~--j-~~j----~--f~~-t-~~+-~--t-~~-----1--~+------------·------. -11-------------··--------· lf-~-1~-~~+--~~-f-~---t--~~-\-~~+-~~-\-~~----j-~~-+~~--t----~----------------- -------1-------·· ---------···------ -1------t---~~-t----~----~--t~--+~~---···----~---1---------------------------------·- ------· ---------- -----------+----1----+---l----t-----+----t------f------------~---·-------- 12-29-'08 13:58 FROM-Civil Constructors 9709456101 T-163 P01/03 U-5 74 HELM DESIGN & DEVELOPMENT, INC. From the Desk of Craig Helm Dec 29, 2008 TO : Attn Comp Tel Fax Jim Garfield County -Building Inspection 945-8212 384-3470 Number of Pages including Cover-~ RE: 341 Springridge Reserve-Bath Fan cfm: 2700 GILSTRAP CO URT, SUITt: 300 GLENWO OD SPRI NGS , 00 81 6 01 TEL (9 70) 945 · 51 D O F' AX ( g 7 0 ) g 4 5 • 6 1 0 1 RECEIVED DEC 2 9 2008 GARH (.LD COUNTY BUILDING & PLANN IN G The rantech SHR 3005R Heat Recovery Ventilator provides 294CFM of exhaust. The system has 5 exhaust intakes; therefore each intake will provide 58.8 cfm on high speed. In addition the system will continuously run on low. I assume this to be approximately half or 29.4 cfm from each bathroom . I hope this is what you are looking for. Thx, Craig Helm ) ) ) 12-29-'08 13:58 FROM-Civil Constructors Fantech Your Ventilation Solutions Company FEATURES • Backward curved blade motors • Electrostatic filters (washable) • Two (2) aluminum heat recovery cores • External screw type dry contacts •Improved core guide channels for easy removal of core OPTIONAL CONTROLS • EDF 1 • RTS 3 • EDF 5 • EDF2 • MDEH 2 • MDEH 1 • RTS 2 •AQS 1 WARRANTY -On/Off, Low, High Speed Operation and 20 min. On/40 min. Off Cycle Timer -Intermittent Bathroom Timer with Settings for 20/40/60 Minutes of High Speed Boost -Digital multi-function wall control with recirculation -Digital multi-function wall control -Mechanical low voltage dehumidistat with On/Off switch -Mechanical low voltage dehumldistat -15 Minute pushbutton timer -Air quality sensor • 7 year on motors • 5 year on parts • Lifetime on core (limited) Distributed by: Fllllt~. rooorvoo the !i()ht to modrty, at st~y ~r'nll ~d Wltho~t notrce. WJY or <!!I of Its prodUCtfl' rea· tl.K9S, c1931!;Jn&, COI"t''ppri&!'ll!: &'ld :;p;lciflcations to mfllnlaJJl their lechnologiC&II~ip J)03~10f1, 9709456101 T-163 P02/03 U-574 Heat Recovery Ventilator Model SHR 3005R SPECIFICATIONS CASE 22 gauge galvanized steel. Powder coated finish, antique white. Insulated with 1" (25 mm) foil-faced high density polystyrene foam to prevent condensation and meet the requiroments of the Underwriters Laboratories 94HF. MOTORS Two (2) German-engineered, factory-balanced ebm'" motors with backward curved blades. Motors come with permanontly lubricated sealed bearings guaranteo long life and maintenance-free operation. Seven (7) year warranty. FILTERS Two (2) Washable Electrostatic Panel Type Air Filters, 11.75" (298mm) x 15" (380mm) x 0.125" (3mm). CORE Two (2) aluminum heat recovery cores configured for an efficient cross-flow ventilation. Cores are 12' x 12" (305 x 305 mm) with a 15" (380 mm) depth. Cores are manufactured to withstand extreme temperature variations. CONTROLS External three (3) position (Low/Stand By/Medium) rocker switch that will offer continuous ventilation. Fantech offers a variety of external controls. (see optional controls) DEFROST During the dofrost sequence, a motorized damper temporarily blocks the incoming fresh air stream so that the warm air from the house can circulate through the Hf\V. The exhaust blower shuts down and the supply blower switches into high speed to maximize the effectiveness of the defrost strategy. During this cycle, household odors from the kitchen or bathroom are prevented from entering the home and the unit will not create negative pressure. INSTALLATION Unit is typically hung by using installation kit supplied with unit. Mounting bolts provided on top four (4) corners of unit. SERVICEABILITY Core, filters, motors and drain pan can be easily serviced through latched access door. Cores conveniently slides out with ease on an improved railing system. ) ) ) 12-29-'08 13:58 FROM-Civil Constructors 9709456101 T-163 P03/03 U-574 Dimensions & Airflow· All un1ts feature t111ee lout plug-in power core! with 3-prong plug sTII port for rec;lrc;l.lf~tlon ilerron ----<YP• mooel5 only ----FF.,....:r':: r··=····=···=····~·-, '-, D ··1 F~shAir hm Outsldlfl Stale Air ~H-----~-'\!' :,oloo..-'10" to Outside Ft0si!Air to Inside Stal~ Air\\ from lnsllle Ulll" · · ....... '1f ............... lT .... 0 .................................................. b ............. (-' ,~ ®]m Ventilation Performance ·----------- EXT. STATIC PRESSURE NET SUPPLY AIR FLOW AlriiOW(Lf!l 0 1!1' 3B !ro7 7. P4 114 U-' 154 ···r~I~T~T~\t~T~~~=::1 , .. \ •••. ""'" I J--t--t--r---~,:;,-.:--.+-1 ___ -ll<ilt> .... /04 r--250 ; 0.8 ---·-............. ·-·---+'-\._,.,-~Ci·. _,\-200 ~ I ::: ------1--t--t---1----'""'\::"'---.. __ +---+-_--f_:: I •-•l---1-----t--+--+ -+-+'-"··,· .. 4. ·o--t" \ · .. SUPPLY NET POWER SENSIBLE APPARENT LATENT TEMPERATURE AIRFLOW CONSUMED RECOVERY SENSIBLE RECOVERY/MOISTURE ·c 'f Ll• elm WATTS EFFICIENCY EFFECTIVENESS TRMSFER Heatin 0 32 30 64 126 76 91 o.o2------ ~ 0 32 55 117 212 78 92 0.01 0 32 74 157 262 78 91 -0.09 ·25 -13 57 121 224 72 91 _w_~-- ·25 ·13 55 117 220 72 Total Recove Cooling 35 95 54 115 206 35 95 74 159 260 ---- Specifications and Ratings • Model: SHR 3005R • Total assembled weight: 90 lbs • Cabinet: 22 ga. steel w/ powder ooat finish • Motors: ebm motor wlbackward curved blades • Filters: 2 washable electrostatic filters 11.75' (298mm) x 15' (380mm) x 0.125" (3mm) Contacts SUbminad by: Oa1E1: • Insulated with 1" (25 mm) foil-faced high desity polystyrene foam to prevent condensation and meet the requirements of the Underwriters Laboratories 94HF. • Two (2) cores: Aluminum 12' (305mm) x 12" (305 mm) x 15" (380 18 17 mm) • Supply & exhaust ducts: 6" (152.4mm) • Mounting: Suspended by chains & hooks • Electrical requirements: Volts Frequency Amps Watts 120V 60Hz 2.7A 150W 3' plug-in power cord w/ 3-prong plug liioh "'"' llty: Model 1: Fan tech Gomm~nia: Project i: Location: Art:hitect ~ Ent~ineer: - ConUattcr: - United Stat~ 1712 Northgate Blvd., SatasOia, Fl. 34234 (T) 1.800.747.1762 (F) 1.800.487.9915 In 1.941.309.8000 (F) 1.941.309.6099 www.fantech.net info@fantcch.not Canada oO Kanalflakt Way, Bouctouche, NB E4S 3MS (T) 1.800.5653546 (F)1677.747.8116 (T) 1.506.743.9500 (F) 1.506.743.9600 www.ranteeh.ca info!Wfantech.ca Article H: 301106 Rev Date: 050406 Unvented Roof Assembly Spray Polyurethane Insulation-to bottom of roof sheathing 31-Mar-08 New Home Construction @ 341 Spring View Dr. Garage LAYER outside air layer membrane 3/4" roof sheathing Spray Polyurethane R (ext) Fiberglass batt 5/8" gypboard inside air layer R {1nt) R-VALUE Thickness 0.17 0.15 0.936 24.5 3.5 25.756 0 0.0 0.56 0.92 1.48 Joist depth r-IR~T~O~T~A7L----------~27~.2~3~6------~3~.5~ol 16 Using: T{in) T(out) Relative Humidity Dew Point T (interface)= T int) - 55 degrees 19.8 degrees-Mean Daily Temperature (Jan.-coldest) 35% 41 degrees -from table The condensing surface is the interior surface of the rigid insulation (Polyurathane foam). This surface needs to have an average temperture greater than the dew point temperature during the coldest month to avoid condensation. Unvented Roof Assembly Spray Polyurethane Insulation -to bottom of roof sheathing 31-Mar-08 New Home Construction @ 341 Spring View Dr. House LAYER outside air layer Melal Roofing Fell 5/8" roof sheathing Spray Polyurethane R (ext) Fiberglass batt 5/8" gypboard inside air layer R (1nt) R-VALUE Thickness 0.17 0.05 0.06 0.78 24.5 25.56 25 0.56 0.92 26.48 3.5 7.2 =="""-------=:-::-:------,::-=1 Joist depth ~~R~T~O~T~A=L ___________ 5=2~.0~4 ______ ~10~.~71 14 Using: T(in) T(out) Relative Humidity Dew Point T interface) = T (int) - 70 degrees 19.8 degrees-Mean Daily Temperature (Jan.-coldest) 35% 41 degrees -from table The condensing surface is the interior surface of the rigid insulation (Polyurathane foam). This surface needs to have an average temperture greater than the dew point temperature during the coldest month to avoid condensation. The 2003 IRC requires enclosed attics and rafter spaces to have cross ventilation. The 2003 IRC allows the CBO to approve alternate methocs of construction. A properly designed unvented roof is such an alternative. The installation of thermal insulation above the roof sheathing (typically the principal moisture accumulation surface in a roof assembly) raises the sheathing surface temperature. The ratio of the amount of thermal insulation on the exterior of the sheathing surface compared to the total thermal resistance ot the assembly determ'1nes the sheathing surface temperature. The sheathing surface becomes warmer as the amount of thermal resistance on the exterior of the sheathing increases compared to the interior. Condensation will not occur at the roof sheathing if all the thermal insulation is to the exterior of it. Where all the therrral insulation is below the roof sheathing, condensation can occur if exterior temperatures are sufficiently low and sufficient moisture can reach the sheathing surface. The temperature of the condensing surface (back side of the rigid insulation) is calculated in the following manner. Divide the thermal resistance to the exterior of the condensing surface by the total thermal resistance of the assembly. Then multiply this ratio by the temperature difference between the interior and exterior, add this to the outside base temperature. Equation as follows: T(lnterface) "' T lint)-R (iOIJi R (totall x ( T!inl -Tioutl ) Where: T {intertaoe) = the temperature at the sheathing/insulation interface or the temperature of the first condensing surface R {lnt) = the R value of the interior from the condensing interface R (total) = the total A-value of the entire assembly Ttin) = the interior temperature T(outl = the exterior temperature Calculations to use assumptions of 19.8 degrees F, January Mean Daily Temperature and 70 degrees F interior temperature. The temperature of the sheathing/ insulation interface is to be greater than the dew point of 41 degrees F. R Values Table MATERIAL Asphalt Shingls Metal Roofing Built Up Roof Slate/Clay shingles Wood Shingles Felt 1/2" sheathing 5/8" sheathing 3/4" sheathing 1/2" gypboard 5/8" gypboard outside air layer inside air layer Spray Polyurathane EPS (extruded) EPS (molded beads) Polyisocyanurate (permeable) Polyisocyanurate (impermeable) BIBS R Value 0.44 0.05 0.33 0.05 0.94 0.06 0.62 0.77 0.93 0.45 0.56 0.17 0.92 7 per inch 5 per inch 3.85 per inch 6.25 per inch 7.2 per inch 4.2 per inch 64/21/2668 15:14 9769458565 GWS FIRE DEPT. PAGE 61/61 HELM DESIGN & DEVELOPMENT, INC. April 21, ;2008 Ron Biggers Glenwood Fire Department Ph: 384-6433 RE: 341 Spring-view Dr.-Lot 13 Springridge Reserve Subdivision Dear Ron, Z70D I::JH .. $T~AF' COURT. SUITE 300 GLE.NWODD SPRINGS, DO S 1 6d 1 TEL {970) 945 • 1$;1 DO .-.o.x 1<;!70) <;>4S-61 o 1 Please see attached specifications for fire resistant materials to be used in the area between the garage and the home. The one story wall between the garage and home: • 2x6 framed wall with 5/8" drywall on both sides · • R-19 fiberglass insulation • 20 minute fire rated door with automatic closing hinges and threshold The garage roof: • Wood I joists With 5/8' drywall below and %" plywood above (we will use Exterior Fire-X plywood for the 1•1 4 feet adjacent to the stucco exterior wall above) • NFCI Polyurethane spray foam system 11-009 (3.5' thickness applied below o/.o' plywood) • Firestone Ultraply rpo roof membrane on above %" plywood • Evergrain or Trex synthetic decking above membrane Exterior adjacent wall: • 2x6 framed wall with 5/8' drywall on inside and 9/16" sheathing outside • NFCI Polyurethane spray foam system 11-009 (1" thickness applied inside sheathing) • Stucco exterior with 3/8" cementicious hard-coat COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Permit No. /&? CJ 7 I have this day inspected this structure and these premises and found the following corrections needed: 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Permit No. /0 ?o 7 ' I have this day inspected this structure and these premises and found the following corrections needed: rtu)/r/VALC /f/br P~ c / li$'so.oo Re-lnspection Fee must be paid prior to Re-lnspection 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. Date "8._- COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at C?3 ¢-I .5~£; dG--V /£ Ul p,e. Permit No. /e 7& 2 ~; , I have this day inspected this structure .and these premises and found the following corrections needed: ' A.s/!11 !C 8' If-ctJ/( ,?( L It 79 GAs ,A/~;t;£25 70 ?call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection 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. Building Inspector _ ___:'==7k.~~:__L&::.~~~====--- Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone {970) 945-8212 Job located at 034-/ S'~//11G v/r0 :z::::tlf!. Permit No. ffi '?o Z I have this day inspected this structure and these premises and found the following corrections needed: 50.00 Re-lnspection Fee must be paid prior to You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-50°3· Date 7.-1 7 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone(970)945~212 Job located at tY3 4 I s&lltl(r v/~& uJ o~ Permit No. /t?9 t9 Z I have this day inspected this structure and these premises and found the following corrections needed: C~ 5'/c t_ coc/(.5 /ill? tel) Co#Nn:c~J> . ~CoA/,1(/;z:cr-41t.~Af0');,V /ZoCJ!C C~&Aj <§3C?N'12£/fls~Z/C -d?d AI£ ~Xc/YANG~!C_ r;e_ P~ P~A D $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date / Z-'Z-Z-20 &(!? Building Inspector y~/4:.~ ......._ Phone (970) 945-8212 37 'l-tt?s-e 4-;=f&£ No 10907 . ----------~~~-----Assessor's Parcel No. 2395-102-09-013 Date 4/23/2008 BUILDING PERMIT CARD JobAddress ----~Ob3~4u1~S~p~rEin~g~V18ie~w~D~r-wG~vv~s~(S~p~rwin~g~rwid~g~e~R~es~e~N~eJP~UnDLLP~h~1~,1wo~t~1~3~)------------------- 0wner ________ ~H'-"e""l!!.!m"-'.~C~r.!!a~ig,__ _____________ Address 1491 oak way. GWS Phone# 945-6100 Contractor Helm Design & Dev Inc Address 2700 Gilstrap ct, ste300, GWS Phone # 945-0444 Setbacks: Front __________ Rear _________ RH, __________ LH _________ Zoning ________ __ s/f w/open & cov patios & att garage Soils Test ------------------------- Footing ------:::-::-=----:::::::---:::::-"T"""--:-7""---- Foundation ~ Z3 -o11 ~ .&'/< . Grout __________________________ __ Underground Plumbil}g """""=-~=----- Rough Plumbing o--~ y$ Framing <?r-Z-o8 4(Ql_ Insulation .6"'-/"-0 '8 '¢-U. Roofing ----=""---==---=,-----=-c=-"""'"',..._..,o-7_ Drywall ----=g-:::·=:-,_7-__;:8':__-_.:..P-'~$_!2j-s.-~· C:U~"=-'":;,-. - Gas Piping __ _.Q"'---__ 7L..:C,-____.,o"-7ii..,.__~-=~;;=.>.:'Ud'=--=-- r£J. (s-o, 8'-Z-8-0;3 i l-~------ INSPECTIONS NOTES Weatherproofing ________________________ _ Mechanicai __________ ~,__~--~--------- Eiectrical Rough (State) B':-·'.1>-o g Electrical Final (State) [? -/8'-b E _ _ Finai/Z.·:N-o& /Checklist Co.mpJ_eted? ,VIC 5 ,7(~ Certificate Occupancy # \.. Q ! :t f Date l'k? ~ U e12 I. · )( · tl1 Septic System # _,\,""-414-'-"--"l--------------------- Date -------------------------- Final ________________________ __ Other ________________________________ _ (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT ~RliELD COUNTY, COLORADO Q+ Date Issued .• ~~ ...•... Zoned Area .........•............••....... Permit No ... .l~ .................. . 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 Inspector and IMMEDIATELY BECOME NULL AND VOID. use sjF UJ,IOfMt (OiJ pci!&> rt qMocl'lecl qqrarf Address or Legal Description Q3ti( :r~ {)(W.J cf", CjMJ.") Owner jr/t(WJ, .C£4(9 Contractor I/P/WU?ie51911 f /) PU /nv Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD ~~~~~-?~~~~~~~~~--------~ (To include Roof in and Doors ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APf_flQ.V_e.ODO NOT DESTROY THIS CARD Date Lh})"j~ By h )~f@¥1 b.~ IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC Parcel Detail Page I of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Trel!sureri'rop~rt)'_Sean:h I Assessor Subset Qy~_ry I Asse_ssoxS_aJes_Sel!D<h Clerk & Recorder Reception Search Par<::~_Detail I Value Detail I ~ai§J>J)e_tai! I Residential/Commercial lm]rOvel11~1lt Detail Land Detail I I'hQ_tQgmp_b_S I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 008 II R042628 II 239510209013 II 60.596 I Owner Name and Mailing Address IHELM, CRAIG & PAULA A. l1491 OAK WAY AVE lGLENWOOD SPRINGS, CO 81601-4007 Assessor's Parcel Description (Not to be used as a legal description) lSECT,TWN,RNG:10-7-89 lSUB:SPRINGRIDGE RESERVE PUD, PHASE 11 LOT:13 PRE:R042100 BK:1752 PG:688 IRECPT:687853 BK: 1720 PG:770 IRECPT:681083 BK:1720 PG:768 IRECPT:681 082 BK: 1720 PG:766 IRECPT:681081 BK:1720 PG:764 IRECPT:681080 BK:1720 PG:761 IRECPT:681079 BK:1720 PG:759 IRECPT:681078 BK:1720 PG:757 IRECPT:681 077 BK: 1720 PG:731 IRECPT:681076 BK:1720 PG:710 IRECPT:681075 BK:1720 PG:702 IRECPT:681 073 BK: 1720 PG:696 IRECPT:681 072 BK: 1720 PG:693 http://www.garcoact.com/assessor/parcel.asp?Parce!Number=23951 0209013 I I I I 3/3112008 Parcel Detail Page 2 of3 jRECPT:681071 BK:1720 PG:673 I jRECPT:681069 BK:1661 PG:345 I jRECPT:668309 BK:1652 PG:180 I jRECPT:666215 I Location I Physical Address: jj341 SPRING VIEW DR GLENWOOD SPRINGS! I Subdivision: jjSPRlNGRlDGE RESERVE PUD, PHASE 1 I I Land Acres: I 1.299 I Land Sq Ft: I 0 I Section II Townshi~ II Range I I 10 II 7 II 89 I 2007 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 147,16011 42,6801 I Improvements: II oil ol I Total: II 147,16011 42,6801 Sale Date: jj12/5/2005 Sale Price: llf=5==86==,4=o==o===========i Basic Building Characteristics Number of Residential 0 Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year II Transaction T~pe II Amount I 2007 II Tax Amount II $2,586.241 2006 II Tax Payment: Whole II ($717.68)1 2006 II Tax Amount II $717.681 2005 II Tax Payment: Whole II ($5.00)1 II http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=23951 0209013 3/3112008 Parcel Detail I 2005 II Tax Payment: Whole II ($9.52)1 I 2005 II Tax Amount II $9.521 I 2005 II Tax Amount II $s.ool Jop _of]''age Assessor Database Search OptiQns I Irel!surer D~t~\las~S~an:hQptiQll_S Clerk & Recorder Database Search Qptions Garfield County Home Pag~ Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www. garcoact.com/ assessor/parcel. asp ?ParcelN umber=23 9 51 02090 13 3/31/2008