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Home My WebLink AboutApplication - PermitGarfield County Building & Planning Department 1 DB 8th Street Svlte 401 Glenwood Sp nngs. CO 81601 · Phone :· (970)945 -8212 Fax: (970)384·3470 Project Address Parcel No. Subdivision Permit'NQ. BLRE-8-1 0-1726 Permit Type: Residentiaf BJ,Jilc;ling Wotk Classification: Addition Pem~;t Status: Active Issue Date: 9/15/2010 Expires: 03/14/2011 Section Township Range 0440 SUN KING DR GLENWOOD SPRINGS, CO 239521105009 OAK MEADOWS SUB. 3RD. Owner Information Address Phone William Walther co Contractor(s) Phone Primary Contractor Proposed Construction I Details garage on unfinished and family room addition Valuation: $ 47,644.80 740 FEES DUE Fee Plan Check Fee Residential Building Fee Total: Amount 5405 .31 5623 .. 55 $1,028.86 W~dnesday, September 15,2010 Total Sq Feet: FEES PAID lnv Total ' Paytype Amt Paid Amt Due lnv # BLRE-B-10-20487 S 1 ,028 86 Check # 1734 Check# 1740 5682.64 5346.22 $0.00 Cell Required Inspections: Far lnapectlana call: 1 {888 )868-5306 Inspection IVR See Permit Record Building Department Copy 2 i I 2 3 GARFIELD COUNTY BUILDING PERMIT APPLICATION I 08 81h Street, Suite 40 I, Glenwood Springs, Co 8160 I Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line: 888-868-5306 ww\v.gnrlicld-county.com Parcel No: (this inrormation is available at the assessors office 970·945·9134) (' , ~II . o 5 -QQq Section: 21 Township: 7 Range: 89 ~~.)-· .. , Job Address: (iran address has not been assigned, please provide Cr, Hwy or Street Name & CitY) or and legal description 0440 Sun King Drive, Glenwood Springs, co 81601 Lot No: 9 Block No: Filing 3 Block 3 SubdJ Exemption: Oak Meadows 6-5 Subdivision 4 Owner: (propcny owner) Mailing Address: 0440 sun King Drive Ph: 970-384-7755 I Alt Ph; 970-319-3866 william R & Nan Boyd Walther Glenwood Springs, co 81601 ' s Contructor: Mailing Address: Ph: AltPh: 6 Architect/ Engineer: Mailing Address: 11011 King Street Ph: 913·451-6305 Alt Ph: Chad M. Streeter Suite 130, overland Park, KS 6621 7 Sq. Ft. of Building: 740 sf Sq. Ft. or Acres of Lot: S • '33 0 K Height: [i{> £-1--No. of Floors: ~ 8 Usc of Building: Residence 9 Describe Work: Addition of basement and family garage, room 10 Closs of Work: oNcw o Alteration I .11)1{ Addition l II Garage: Septic: tv JA . l.a'.i\~J 0 Dctuchcd oiSDS oCommunitv 12 Driveway Pennit: suB ~xtm~f. Owners valuation of Work: $ 38,700.00 • NOTICE A.l!l!!lu:ltt. This application fur • Building Permit 1DU$l 1>¢ signed by the Owner of the property, described above, or an aulhorizcd agent. lfthe signature he low is not that of the Owner, a ICpllllllc lctlcr oflluthority. siped by the Owner, m1151 be provided with this Application. l,aal Af•nt. A Building Permit cannot be issued without proof of legal and l>dequate =css to the property for PIIIJ'OOCS of inspections by thl: Building Department. O!bst Psnnlts. Multiple scponu.e pumits may be required: (I) State Elccrrical Permit. (2) County ISDS Permit. (3) 8110\hcr pcnnit required for use on the property identified ..tJa.e, e.g. State <>r County Highway/ Rood Ao:cess or a State Wutcweter Discharge Permit Vole! PtwiL A Building Pcrmi! becomes null411d \'Oid if the work authoriud iJ not conunenced within 180 days of the date of issuance and if work is~ or Bbouldoned for a period of 180 days Iller commenc:cmcnt CERTIFJCATION thereby cenity that I have read this Application and thll the informal ion c:ootained above is 1n1c and correct. I undcntand that the Building Dcpanmcnt ~ the Application, along with the plans and specifications and other data subminc:d by me or on my bchalf(submirtals). based upon my cenificalion as to ICCUI'IIC)', Assuming completeness of the submittals and approval of this Appliauion. a Building Permit will be iJsued (!lllllling pcnnission to me, as Owner, to construc:t the structurc(s) and facilities detailed on the submirtals TC\'icwed by the Building DepanmenL In consideration of the issuance of the Building Permit. I agn:e thai I and my agents will comply with provisions of any federal, stale or local law regulating the work and the Garfield County Building Code, ISDS rcgulllions and upplicablc land use rrgulatiom (County Regulation(s)) I acknowledge thai the Building Pcrmit may be suspended or rc\'Okc:d. upon notice from the Coomty, if the location. conshUction or IISC of the llnlcturc(s) and facitil)(ics). described above, arc not in complilmcc with County Regulation(s) or any other applicable law. 1 hereby (!llUII pcnnission to the BuildinglkparUnc:m to enter the property, dc:scribcd above, to ibSpCCI the work . I funher ..:bow ledge that the issuance ofthc Building Pcrmit docs not pTC\'Cillthc Building Official from: (I) requiring the corrcdion of errol$ in the submiltllls. tf any, discovered after issuance; or (2) stopping conshUction or use of the strw:turc(s) or W:ility(ics) if sucll is in violation of County Regulation( a) or any other pPJIIicable law , Review of this Application, including submittals.1111d inspcdions of the work by the Building Dcputmcnt do not consltlutc an acceptance of responsibility or liability by the County of errors, omissions or disgcpancics. A$ the Owner, I acknowtc:dgc that responsibility for 1:0mpliancc with ICdcral, state 110d IOQ] lltws and County ReguletiORJ rest with me and my authorized agents. including without ... ~ ... z .m·_ .... ,Z ~~~;:n~7274-7 niENOnC;,:n;;z,ONAOOV. OWNERS SIGNATURt DATE v --ll) b Cf ·1'3 ·10 Ptun B ~ c~ 11-40/~~~.db) p STAFFUSEONLY (h l134 1\-~. (0.{ Special Conditions: Adjusted Valuation: Plan Cheek Fee: Permit Fee: Manu home Fee: Mise Fees: 471 b44. Bo 4DS 31 62~.§5 -=-. ISDS Fee: Total Fees: Fees Paid: Balance Due: BP No & J.uue Date: ISDS No & Issued Date: 1 ozB.Bb 3_Lt{p.~~ 682. 6 Cf -lt~(p Setbacks: OCCGroup: Const Type:§ {3 R ing: _,.,. ./I ; ~~3 ;?.:;, ;!.j / 10 BLD~ PLNG DEPT: ~~ l iP.~~~ 4L__~~~ APPROVAL DATE AP~ROVAL DATE ' Building Plan Review Description of Work: garage on unfinished and family room addition Bin #1: Location Address: 0440 SUN KING DR GLENWOOD SPRINGS, CO Case Manager: David Bartholomew Plan Case Number: BLDG-8-1~572 Parcel: 2395211 05009 Application Date: 0&13012010 Building ~ Engineered Foundation /J(~ Driveway Pennlt / Surveyed Site Plan tU/A Septic Pennlt and Setbacks / Grade/Topography 30% / Attach Residential Plan Review List / Minimum Application Questionnare 7 Subdivision Plat Notes !Vj /J • Fire Department Review / Valuation Detennlnation/Fees / Red Line Plans/Stamps/Sticker / Attach Conditions 7 Application Signed / Plan Reviewer To Sign Application 7 Parcel/Schedule No. AI( A 40#1 Snowload Letter • Manu. Homes tJjA Soils Report Colltac ts Owner: William Walther Applicant: William Walther Applicant Phone: 970-384-n55 Em a it Planning/Zoning / Property Line Setbacks / 30ft Stream Setbacks / Flood Plain t/ Building height / zoning Sign-off Pf1A Road Impact Fees / HOAIDRC Approval / Grade/Topography 40% / Planning Issues 7 ------ssubdivision Plat General Comments: VA lllt~h~t lP/~~tJf~e /2wzav ;.:ee, ~&' ~~ /?()1 - ~? b'lf; itJ 62~,55' ~05 . ?I VALUATION FEE DETERMINATION Applicant Address Date Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage/Storage (wood framed) Carport: Total Valuation Crawl Space Total Valuation Decks/ Patios/Porches Covered Open Total Valuation Type of Construction: Occupancy: Valuation Total Valuation ..... J - 255 sq.ft sq.ft 255 sq.ft sq .ft X $74.68 510 aq.ft sq.ft X $41.00 sq.ftX $33.68 531 sq.ft X $18.00 sq.ft X $12.00 Commercial sq.ft X $9.00 sq.ft X $24.00 sq.ft X $12.00 sf X sf X sf X sf X sf X sf X Oak Meadoews Lot 9. Block 3 Owner 38,086.80 0.00 9,558.00 0.00 0.00 0.00 47,644.80 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 in compliance with the 2009 IRC, and 2009 IECC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer 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 t~~ env_;!9 pe. Yes~ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 3-30 I 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 v V 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 properties), 7 or water courses? Yes -.,../.( 4. Does the site plan indicate the location and direction of the County or private road accessing the property?· ~ Yes~ 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? / ./' Yes if Yes please provide a COPY. No V {.,-/" 2 6. 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 agenc~s ~ Yes "V ~ ·----- 7. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance w i!h the IRC or per stamped engineered design? Yes V ~ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood ~. d ea .. Yes No V 9. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? / . ~ Yes No __ V....;...__v-~-- 10. 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 v~ ------ 11. Does the plan in/cude a bu · .· ing section drawing indicating foundation, wall, floor, and roof construction?/ . Yes v __ ______::...;.._ __ _ 12. Does the building section dra\ .i ng include size and spacing of floor joists, wall studs, ceiling joists, roof mfters o vjo!sts usses? Yes ___ "=--...;.._ __ 13. Does the building section dra 'ng or other detail include the method of positive connection of all columns andpeams? Yes ___ ~~---------- 14. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to t 1Clpoint between the ridge and eave of a gable or shed roof or the top of a flat ~oo fl (Bu · ng height measurement usually not to exceed 25 feet) Yes v .. cXTcJ.--tJ,~ e.tf'IS//AJI'j f?,b~ 15. Does the plan include any stove or zero clearanc~ fireplace planned for installation including make and model and Colorado Phase II certifi£Jt.t6ils or phase II EPA certification? Yes No ..J /,..,.../" :])0 N'O( ;/11-tlt! yc.T. J-IM(:f" r-Jo 1 ~~ A- MoDc-z... 3 16. Does the plan include a masonry firepla incl uding a fireplace section indicating design to comply with the IRC? Yes. _____ No __ /~'----- 17. Does the plan include a window schedule or other verification that egress/rescue windows from sleepin,.g r~oms and/or basements comply with the requirements of the IRC? Yes J h • 18. Does the plan include a window schedule or other verification that windows provide natural light and ventilatjon for all habitable rooms? Yes J I~ 19. 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? j ~ Yes No_~\~~~----- 20. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on ~:sP'1 l.V -Q\J 21 . Do you understand that if you are building on a parcel of land created by the exemption process or the subdivj'. ion process, are building plans in compliance with all plat notes and/or covenants? Yes \f) A/ 'tll 22. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the associat ion, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted w ithout 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 revocafon or s stantial modification of the plans. Y es----Jii.......f-jhlfll-::::;;_-- 23. Will this ·' th.1~. o onn_!1-l'l esidential structure on the parcel? Yes \~ . No Ifno-Explain: ______ _ 24 . Have two }2) ~sets of construction drawings been submitted with the application? Yes , \t • 25 . Do you understan that e minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? yes _ ____;:~~- 4 26. Have you designed or had this plan designed while considering building and other construction code requir,endJJ Yes . lA 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone dis~ctw Yes ./ iJL 28. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfiel tJunty Building Department? Yes t! (Ai 29 . Do you understcytd that approval for design and/or construction changes are required prior to the applicj tion .otJthese. changes? Yes UJW 30 . 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 "Penn it Fee" as well as any "Roa • lmpa "or "Septic System" fees required, at the time you pick up your building pennit? Yes -"-4/dol'----- 31. 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 tbe following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in ~e!88Jtj:J6. No ____ _ 32. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $~~~00 j-\~tion fee? 33 . Are you aware that you are required to call for all inspections required under the IRC including approval on;Jnal inspection prior to receiving a Certificate of Occupancy and occupancy ofthe buildi"J? ~ Yes ij 34. Are you aware that the Penn it Application must be signed by the Owner or a written authority being ~=n ~r V:1.~nt and that the party responsible for the project must comply with the IRC? 5 35. 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 ~!licable 7~/)iJ 36. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParceVSchedule Number for the lot you are applying for this permit on prior to submittal of a building permit a lication? Your attention in this is appreciated. Yes \L_ --~~~-------- 3 7. Do ~ou kn. ow.. th;J loc .. a .. I fire district may require you to submit plans for their review of fire safety ISSUes? Yes y U . . (please check with the building department about this requirement) 38. Do you understand that if you are planning on doing any excavating or grading to the property prior to issu ~.~~building permit that you will be required to obtain a grading permit? Yes 39. 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 cc ~pancy? Yes J\~ 40. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. J \ Yes ~ I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. / dbLr~-~ 8k 'iV o Signature of Owner Date Phone: Cf]o -38'/--ZZB s (days); f 7tJ -38(-77SJ..., (evenings) Project Name: i'Awy -+ A#.r.) (t)Jh7Ka< &12~:-tv?e=: A::ee t\04,..) Project Address: 0 t9(J Sv"' k;~ ':2k • V, <il.£"'l.&'afJ r2 .Y>, W (1 g I (, o I 6 VAN DEURZEN AND ASSOCIATES, P.A. CONSULTING STRUCTURAL ENGINEERS 11011 KING STREET, SUITE 130 COMMERCE TERRACE BUILDING D OVERLAND PARK, KANSAS 66210 (913) 451 -6305 FAX (913) 451 -1021 September 27, 20 I 0 Mr. Randy Walther 440 Sun King Drive Glenwood Springs, CO Re: Walther Residence Glenwood Springs, CO Dear Mr. Walther, This letter is in regard to the construction of the foundation for the new addition at the above mentioned residence. We understand that during the excavation for the new foundation a large boulder was encountered. In lieu of removing the boulder, we recommend that the boulder remain in place and the new footing be place over the top. In addition, the constmction drawings prepared by our office noted that the footing shall consist of a 12" wide by 36" deep grade beam. In lieu of the grade beam, an 8" deep by 16" wide continuous concrete footing with an 8" wide concrete stem wall system at a minimum of 36" depth per section l /GA4 can be installed. We trust this information will meet your needs. If you need any additional information, please contact this office. Sincerely, VAN DEURZEN AND ASSOCIATES, P .A. Chad M. Streeter, P.E. STRUCTURAL DESIGN INVESTIGATIONS REPORTS INSPECTION \ :z.. I~ 0 11 -j z_ Ci' 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ~1;t:J C:Stl(} &AM PR._ Permit No. _ _,_1-..Z_"'Z.=--""'br::;__ ________ _ I have this day inspected this structure and these premises and found the following corrections needed: A l'l3fo VAC D EV I $50.00 Re-lnspection Fee must be paid prior to Re-lnsp~ction You are hereby notified that the above correction must be inspected before covering. When correctlon(s) have been made, call for Inspection at 970-384-5003. Date 'f: -"'Z 4 20 LCJ o Bulldlnglnspector ~~ .~ Phone (970) 945-8212 tc/A!f11 ;t;l( Permit Card Garfield County Bu ildmg and Planning Department 108 Bth Street, Su.te 401 Glenwood Springs. CO 81601 Phone: (970)945-8212 Fax : (970)384-3470 POST ON SITE --- Permit NO. BLRE-8-1 Q-1726 --' . . Permit Type : Residential Building ~ .. ,, Work Classification: Addition -~ . Issue Date· 9/15/201 0 Expires: 03/14/2011 J.LI/' AGREEMENT In consideration of the issuance C'f the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured 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 penn it may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. ' Residential Building Parcel#:239521105009 ----------·------------------------------------------------------------------------- Owner's Phone: 970-384-7755 b Address: 0440 SUN KING DR twner's Name: Wrlliam Walther ~G~L~E~~~W~O~O~D~S~PR~IN~G~S=~·~C~O~----- ~~~~~.r.~z==a:=~~~-=-=~~~~·a=~===m~a=~~==~==~~ma~ya~==~ Total Square Feet: 7 40 --- ,_CuntractorlsL Phone Primary Contractor L _______ ___. Inspection Scheduling Code Inspection IVR Comments Work Cescription: ga:-age on u nfi mshed and family room addition -~~~ ... ,~,,, Pass Date 105 1"/t:." ;(2. J:: .~ r . ~ 7-.:V~/c ~ Footers .l A Fcundation Walls 110 L.$7 /~g;_l{_ v &» 1!1~ /C. 9(~ 1 9~-/~ Framing 115 'vEV. '2:~·-// !JtyWall 120 01<. *~ s-; -II Final 125 LJ& ..;:. --I '6'~2S-I{_ ,,,_ Mise 1~~ Insulation 160 r ./.U/ ·z..-7-/1 Grout 175 ' Mechanical 405 ~u/ ;..---::;-..-;. -// UG Plumbing 605 Rough Plumbing 610 ~~ t:,~ Z-t/--/1 . 620 I (.?.vV Z.-4--/1 Gas I tr ·Jf t>F I n /11 ( ~e.L r ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Ca ll: 1-E SS -868-5306 l l l r ' I l ~-----------~---::-·o-1;-e-- L01" II / \ \_- I ) / -------~"' .-----I L.OT 10 I I I I I ~ I I tfl lj • II $ Z1 DJ i!/ -J N >-1 --I:j 111 J If) i=l . ~ fj wl jl ol '"I I I I I I I / / LJ 50.0' B9c. 53.'48'' ' ' \ \ +2 <i '1--,='==::l., ~ I.U=-"--f-'-' ' ~ ' \'N ~ ~ ~ ~ !f ~ Q; . ~ .. SCALE I".:: Joe ' --,1 I I IMPROVEMENT LOCATION CERTIFICATE LOT 9, BLOCK 3, OAKMEAOOWS FILING Na51 SEC.2.1, T. IS. R 89W. OF THE Gth. P.M., GARFIELD COUNTY, COLO~ADO. . oPDATE !M?RD'IEMENT L<X:ATIOII GER'l'IFICATE r ~reby certify that this update i.llprovenent location certificate Wl:3 prepared for' Jeff Kentz that it i~ oot a land survey plat ~Jr .impJ;'O'IIail.etlt survey plat, anJ that it is not to be relied Upon for the establishment of fence, b.lihling, or other future improvement lines. r kther certify that the improvenents on the ~ve described p3.rcel on this dait, January 27, 1987, except utility connections, are entirely wl thin the ~aries of the parcel, except as sha-.n, that th~ are no encroachments up:m T d.esc:t'lbed premises by 11r1proveme.nts on. any adjoirl.!ng premises, except as cated arrl that there is no apparent evidence or sign of art'{ ea.sem:nt ing or bu...""deni!kJ 8!r{ part of said parcel, excr,'Pt as noted. ~~?~~ By,-~ ~~=-t E 27, 1987 ~~~ ' & Walker, Inc. orado Avenue Sprirqs, Colorado 81601 -1: NOTICE: According to Coiorado ·law you must conunence any legal · ....... 'ft action based upon any defect in this survey w~thin six years after .$ you first discover such defect. In no event may any action based upon any defect in this survey be comrne~1ced more than ten years from the date of the certification shown herc:on, ITO~Y WOOD FRAME CONSTRUCTION, CR,ETE FOUNDATION, FULL ~-;;e. t-IT< ASPHALT SHINGLES ! ( #I V :\DWG\Wallher Residence\Sheets\GA1.dwg , 812412010 2 :42 :~8 PM , STATION 53 (C) Van Deurzen and Associates P.A \\ \ I ' I I ' '· \ ~ '~ \\ \ ~ ---r '\ .~ I r: • ' J i : !': m ~ p. (j) ~ -1 • m .-~ r m < p. ----, -1 -~ - m X ~ ·-- ffi I E I = I c== II I ~ /; I =::= II I = VI I =::= I I 7 I I rv I I I !b._ \ \ \ \ \ \ \ \ \ \ ffi E I=D . \\ I I I . ' I - -1 - - I - Ill\ m ~ ==l::.. • \ ( ' L_ - l I I ~ I l (_) ELEVATIONS FOR: RAND1 4 NAN WAL T~ER ,U'440 5UN KING DRIVE GLENWOOD 5FRIN G5, CO 'c\ ~' ~ f' ~ . ~ i ~ ..... 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GENERAL NOTES DIVISION 1 -GENERAL REQUIREMENTS 1. DESIGN AND CONSTRUCTION WORK FOR THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS OF THE ~NTERNATIONAL RESIDENTIAL BUILDING CODE 'Z."""' 2. FURNISH ALL LABOR , MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK AS SHOWN OR INFERRED BY THE DRAWINGS. 3. DESIGN LOADS: @ A. GROUND SNOW LOAD (INa.UDING DRIFTING SNO ) 40 50 PSF ROOF DEAD LCIAD 20 PSF ROOF RAFTER DEFLECTION U1 80 B. ELEVATED FLOORS: RESIDENTIAL (LIVE LOADS) FLOOR JST DEFLECTION ATTIC STORAGE (LIVE LOADS) CEILING DEAD LOAD CEILING JOIST DEFLECTION PARTITION ALLOWANCE (DEAD LOAD) C. WIND SPEED (EXPOSURE B) D. EARTHQUAKE (SEISMIC DESIGN CATEGORY B) DNISION 2 -EARTHWORK 40 PSF U240 10PSF 5PSF U240 10 PSF C 90 MP ii::::::-, S1~.06 s~.1 2 1. THE MINIMUM SO IL BEARING CAPACITY IS 2000 PSF. ALL FOOTINGS ARE DES IG NED TO BEAR ON NATURAL UNDISTURBED SOIL OR CONTROLLED FILL CAPABLE OF SUSTAINING A MAXIMUM BEARING PRESSURE OF 2000 PSF.IF SUITABLE BEARING CAPACITY IS NOT ENCOUNTERED AT THE ELEVATION INDICATED ON THE DRAWING , CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2. BACKFILL DIRECTLY UNDER SLABS-ON-GRADE WITH MINIMUM OF 4 INCHES OF GRANULAR FILL CONSISTING OF WASHED , EVEN LY GRADED MIXTURE OF OF CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL , WITH 100 PERCENT PASS ING A 11/21NCH SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO .4 SIEVE. DNISION 3 -CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQU IREMENTS OF ACI31B "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AC1301 "SPECIF ICATION FOR STRUCTURAL CONCRETE BUILDINGS" AND TtE "RESIDENTIAL FOUNDATION GUIDLINE" PREPARED BYTHE JOHNSON COUNTY BUILDING OFFICIALS ASSOCIATION. 2. CONCRETE MATERIALS SHAUL COMPLY WITH : A. CEMENT-ASTM C 150 TYPE I B. AGGREGATE -ASTM C 33 , MAXIMUM AGGREGATE SIZE 3141NCH C. WATER-POTABLE D. AIR-ENTRAIN ING ADMIXTURE -ASTM C 260 E. FLY ASH-ASTM C 616, CLASS C 3. CONCRETE SHALL DEVELOP THE FOLLOWING MINIMUM 28 DAY DESIGN COMPRESSIVE STRENGTH (fc) TYPE OF CONSTRUCTION COMPRESSIVE STRENGTH (fC) A. FOOTINGS B. WALLS C. EXTERIOR SLABS AND (AIR-ENTRAI NED CONCRETE) D. SLASS ON GRADE C~"'-30=aa~PS r:--> < 4. PROPORTION AND DESIG N M~ES TO RESULT IN CONCRETE SLUMP AT POINT OF PLACEMENT OF NOT MORE THAN 4 1NCHES. 5. USE AIR-ENTRAINING ADMIXTURE IN EXTERIOR EXPOSED CONCRETE TO RESULT IN CONCRETE AT POINT OF PLACEMENT HAVING AIR CONTENT OF 5 TO 7 PERCENTENTRAINED AIR. 6. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, DEFORMED 7. CONCRETE WORK EXECUTION : A. ALL CONCRETE IS REINFORCED. REINFORCE CONCRETE NOT OTHERWISE INDICATED WrTH SAME REINFORCEMENT AS SIMILAR SECTIONS. B. IN CORNERS OF GRADE BEAMS AND WALLS PROVIDE CORNER REINFORCEMENT. LAP TWO FEET EACH DIRECTION IN OUTS IDE FACE, MATCHING SIZE AND SPACING OF HORIZONTAL REINFORCEMENT . C. PROVIDE CONTROL JOINTS IN SLABS-ON-GRADE AT NOT GREATER THAN 20 FEET ON CENTER IN EACH DIRECTION. SAW CUT CONTROL JOINTS !.!IN I MUM 114 OF SLAB DEPTH, AS SOON AFTER SLAB FIN ISHI NG AS POSSIBLE WrTHOUT DISLODGING AGGREGATE. DIVISION 5.4-LIGHT GAGE FRAMING 1. ALL LIGHT GAGE STRUCTURAL METAL FRAM ING WORK SHALL CONFORM TO THE REQUIREMENTS OF AISI"SPECIFICATION FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" AND AWS D1 .3 "STRUCTURAL WELDING CODE." 2. LIGHT GAGE FRAMING MATERIAL SHAUL COMPLY WITH A. ALL16 GAGE AND HEAVIER STUDS AND JOISTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 570, GRADE 50, OR ASTM A 446, GRADE D WITH MINIMUM YIELD STRESS OF 50000 PSI. B. ALL16 GAGE AND LIGHTER STUDS, AND JOISTS AND ACCESSORIES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 611, GRADE C; ASTM A 570, GRADE 33, OR ASTM A 446 , GRADE A, WITH MINIMUM YIELD STRESS OF 33000 PSI C. ALL LIGHT GAGE METAL FRAMING SHAUL BE PRIME PAINTED WITH STANDARD RUST-INHIBITING PRIMER MEETING REQU IREMENTS OF TI-P-636C OR GALVANIZED WITH A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A 525 . 3. COMPLETE SHOP DRAWINGS SHALL BE SUBMITIED SHOW ING MEMBER GAGES , SPAC ING, SIZE AND ATTACHMENTS. 4. ALL LIGHT GAGE TRACKS SHALL BE MINIMUM 16 GAGE DEEP LEG TRACKS. AT TRACK JOINTS, ABUTT ING PIE CES SHALL BE BUTT WELDED TOGETHER. 5. JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS . 6. JOIST WEB STIFFENERS SHALL BE PROVIDED AT ALL REACTION POINTS. 7. JOIST BRIDGING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MINIMUM BRIDGING SPACED AT MAXIMUM 7 FOOT INTERVALS. 8. JOIST END BLOCK ING SHALL BE PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE RESTRAINED FROM ROTATION. DIVISION 6-ROUGH CARPENTRY 1. ALL RDIJGH CARPENTRY WORK SHALL CONFORM TO THE REQUIREMENTS OF NFoPA "NATIONAL DESIGN SPECIFICATION OF WOOD CONSTRUCTION"; TP1"DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES ", APA "PLYWOOD DESIGN SPECIFICATIONS", DOC PS 1"PRODUCTSTANDARD FOR FOR CONSTRUCTION AND INDUSTRIAL PL YWDOO". 2. ROUGH CARPENTRY MATERIALS SHALL COMPLY WITH: A. LUMBER-S4S, SURFACE DRY, GRADE MARKED, COMPLYING WITH PS 20 , GRADED UNDER WWPA OR SPIB RULES : STUDS: STUD GRADE-SPRUCE-PINE-FIR JOISTS: No.2 DOUGLAS FIR OR No.2 HEM FIR HEADER: No.2 DOUGLAS FIR OR No.2 HEM FIR RAFTER : No. 2 DOUGLAS FIR OR No.2 HEM FIR PLATES: No. 3 SPRUCE -PINE -FIR BLOCKING: No.3 SPRUCE-PINE-FIR B. METAL FRAMING FASTENERS-ASTM A 153, HOT-DIP GALVANIZED FASTENERS, EQUAL TO SIMPSON STRONG-TIE CONNECTORS COMPLYING WITH APPLICABLE ICC-ES REPORTS . C. PLYWOOD -APA RATED SHEATHING. COMPLYING TOPS 1. D. LVL -LAMINA TED VENEER LUMBER SHALL BE GRADE 2800 F-2.0E AND SHALL MEET THE REQUIREMENTS OF APPLICABLE ICC-ES REPORTS E. I JOIST -I JOIST SHALL BE FABRICATED FROM APA RATED SHEATHING BOARD WEBS, LVL FLANGES , UTILIZING WATERPROOF TYPE GLUE AND SHALL MEET REQUIREMENTS OF APPLICAB LE ICC-ES REPORTS . 3. AL L SILLS AND SLEEPERS SUPPORTED ON CONCRETE OR MASONRY AND FURR ING ATIACHED TO CONCRETE SHALL BE DECAY RESISTANT MATERIALS. 4. ROOF SHEATHING SHALL BE 71161NCH APA RATED SHEATHING 24/1) EXTERIOR GLUED . NAIL SHEATHING TO SUPPORT MEMBERS WITH 80 COMMON NAIL AT 61NCHES ON CENTER ALONG EDGE SUPPORTS AND 12 1NCHES ON CENTER ALONG FIELD SUPPORT. LAY SHEATHING WITH FACE GRAIN PERPENDICULAR TO SUPPORT MEMBERS AND STAGGER END JOINTS -4'-0". 5. FLOOR SHEATHING SHALL BE 314 1N CH APA RATED SHEATHING 48124 EXTERIOR GLUED . NAIL SHEATHING TO SUPPORT MEMBERS WITH 100 COMMON NAIL AT 6 INCHES ON CENTER ALONG EDGE SUPPORTS AND 10 INCHES ON CENTER ALONG FIELD SUPPORT. LAY SHEATHING WITH FACE GRAIN PERPENDICULAR TO SUPPORT MEM BERS AND STAGGER END JOINTS 4'.0'. 6. EXTERIOR BRACED WALL PANELS , SHALL BE CONTINUOUS SHEATHED WITH METHOD 3-71161NCH APA RATED OSB SHEATHING 2410 EXTERIOR GLUED. NAIL APA RATED SHEATHING TO SUPPORT MEMBERS WITH 80 COMMON NAILS AT 61NCHES ON CENTER ALONG EDGE SUPPORTS AND 121NCHES ON CENTER ALONG FIELD SUPPORTS. PROV IDE SOLID BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 7. INTER IOR BRACED WALL PANELS SHALL BE CONTINUOUS SHEATHED WHERE NOTED WITH METHOD 5 -1121NCH GYPSUM WALLBOARD. NAIL WALLBOARD TO SUPPORT MEMBERS WITH 5d COOLER NAILS AT liNCH CENTERS ALL EDGES AND SUPPORTS. PROVIDE SOLID BLOCKING AT AUL UNSUPPORTED PANEL EDGES B. ATIACH METAL FRAMING FASTENERS TO FRAMING MEMBERS WITH MINIMUM NUMBER AND SIZE OF NAILS LISTED IN APPLICABLE ICC-ES REPORTS 2xl0 RIM JS T 1~&" AFA RATED 24/0 OSB SHEATHING ASFHAL T ~~'I- SH INGLES RRFERFLAN 50LID BLOCK B1U.N RAFTERS TRRi !MA TCI-4 EXIST ! 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