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Home My WebLink About5370 Newcombe StreetCity of Wheat Ridge E -Res. Furnace Replacement PERMIT - 202101264 PERMIT NO: 202101264 ISSUED: 06/14/2021 JOB ADDRESS: 5370 Newcombe St EXPIRES: 06/14/2022 JOB DESCRIPTION: Replace gas furnace in basement. 100,000 BTU's / 80% efficiency *** CONTACTS *** OWNER KOLLER RENE P SUB (303)289-2070 LLOYD LADD MATTHEW ROBLEDO 090062 ULTIMATE HEATING & COOLING INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 71900.00 FEES Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 165.90 ** TOTAL ** 205.90 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Furnace Replacement PERMIT - 202101264 202101264 5370 Newcombe St ISSUED: 06/14/2021 EXPIRES: 06/14/2022 Replace gas furnace in basement. 100,000 BTU&#3 9 ; s / 80% efficiency I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/14/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Furnace/Boiler Replacement Permit Application Date: Monday, June 14, 2021 1:21:21 PM Furnace/Boiler Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT FURNACE or BOILER - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement residential furnace or boiler like for like? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 5370 Newcombe Street Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Rene Koller 720-530-1328 rene@kol lerlawoffice. com CONTRACTOR INFORMATION Contractor Business Ultimate Heating & Cooling Name Contractor's License 90062 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-289-2070 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email kaitlyn@uhcdenver.com Address Retype Contractor kaitlyn@uhcdenver.com Email Address DESCRIPTION OF WORK What type of unit is Furnace being installed? Number of BTUs 100,000 What is the efficiency 80% (°%) of the unit? Is the unit GAS or Gas ELECTRIC? Where is the furnace or basement boiler located (for example, basement, crawlspace, etc)? Project Value (contract 7900.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Kaitlyn Hulsey Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202101265 PERMIT NO: 202101265 ISSUED: 06/14/2021 JOB ADDRESS: 5370 Newcombe St EXPIRES: 06/14/2022 JOB DESCRIPTION: Replace 4 ton 15 seer condensing unit on ground *** CONTACTS *** OWNER KOLLER RENE P SUB (303)289-2070 LLOYD LADD MATTHEW ROBLEDO 090062 ULTIMATE HEATING & COOLING INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 0.00 FEES A/C Replacement 60.00 Total Valuation 0.00 Use Tax 0.00 ** TOTAL ** 60.00 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202101265 202101265 5370 Newcombe St ISSUED: 06/14/2021 EXPIRES: 06/14/2022 Replace 4 ton 15 seer condensing unit on ground I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/14/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Air Conditioner/Evaporative Cooler Permit Application Date: Monday, June 14, 2021 1:27:18 PM Air Conditioner/Evaporative Cooler Permit Application This application is exclusively for AIR CONDITIONER OR EVAPORATIVE COOLER. YOU MUST ATTACH THE ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is this a new install or replacement for an existing AC unit? Replacement of Existing Unit Is this Residential or Residential Commercial? Property Address 5370 Newcombe Street Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Rene Koller 15#111 —A183i[CYI: Property Owner Email rene@kollerlawoffice.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 5370 Newcombe St Payment for Wheat Ridae.odf CONTRACTOR INFORMATION Contractor Business Ultimate Heating & Cooling Name Contractor's License 90062 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 3032892070 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email kaitlyn@uhcdenver.com Address Retype Contractor kaitlyn@uhcdenver.com Email Address DESCRIPTION OF WORK What type of Air Conditioner replacement unit are you installing? How many tons is the 4 unit? For AC - what is the 15 SEER? For Evaporative Coolers, what is the CFMs? Where is the unit ground located (for example, rooftop, backyard on ground etc)? Is electrical needed for Yes re-hook? Provide Electrical EC0007845 Contractor's Wheat Ridge License No. Project Value (contract 7900.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Kaitlyn Hulsey Permit Email not displaying correctly? View it in your browser. INSPECT ON RECORD INSPECTION REQUEST LINE: (303) 234 -5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date 11 Imtials r Comments Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CEG) Date Inspector Initials Comments Footing /Stemwall P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground /Slab Inspections Date Inspector Initials Comments Electrical (Underground) Gas Piping Sewer Service (Underground) Final Building / Frame Water Service (Underground) Plumbing (Below/ In -slab) Heating (Below/ In -slab) Do Not Cover UnciP_rarnund nr Ralnw /ln_Chh Wnrlr Drinr Ti. A..r.r... l f%4! r"- Aa_.._ Rough Inspections Date Inspector Initials Comments Wall Sheathing Roof Sheathing Lath /Wall Tie Date Inspector Initials Comments Rough Electric Rough Plumbing Rough Mechanical Gas Piping . nirrn��.• rN ara• �! nn�. r• iu�•• aai .�r�u�ri.•:�rr- �rrm:r�r:rr.�s _ Rough Framing Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303 - 235 -2846. For ROW and drainage inspections call 303 - 235 -2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. "Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. occupancy Is Not rermittea until A certiticate of Occupancy Is Issued Protect This Card From The Weather ♦ 1 I CITY OF WHEA Opt Building Inspecti (303) 234 -5933 Ins actions have been made, call fprfe -1 41 City of Wheat Ridge r Residential Roofing PERMIT - 110775 PERMIT NO: 110775 ISSUED: 07/06/2011 JOB ADDRESS: 5370 NEWCOMBE ST EXPIRES: 07/05/2012 DESCRIPTION: Remove and replace 30.33 sqs of asphalt shingles * ** CONTACTS * ** Owner 303/940 -3678 Rene Koeller gc 720/979 -6587 09 -0249 Team Construction Services Inc ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0049 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 7,794.81 FEES Permit Fee 172.60 Total Valuation .00 Use Tax 140.31 ** TOTAL ** 312.91 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this doc /or i�sl. accompanying approved plans and specifications. Signature f OWNER or CONTRALTO (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildin 1 Date INSPECTION REQUE ST:LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of wheat F�dg+e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 -234 -5933 Building Permit Application " 5370 S� - Property Owner (please print): 1S e- l'1 e. lCOIle r — 3/1 7� Mailing Address: (if different than property address) Add City, State, Zip: CtlIIt1'dCtgY: 7 (�O/� Se✓•dieeS, Contractors City License #: ig 9P.,? Phone: Electrical: Plumbing: City License # City License # Izct ar /) I ns(CL11 de I-, lIk b "I Date: (p I Plan # Permit # Mechanical: City License # C g ontrac�Va � ,, �p S Review Fee (due at time of submittal): Squares .30 3 sru•s Gallons _Amps Sq Ft. L OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: OWNER) CONTRACTOR) // or (AUTHORIZED REPRESENTATIM of (OWNER) (CONTRACTOR) PRINT SIGNATURE: DATE: Bldg Valuation: w~ 0 w~ N 7 w p0 A ~ w c~i W = • O 7 N S SII < N Q N (D =3 N a m ~ d 0 ~ ~ N ~ (D •~_t 0 ~ d Y ~ 0 6 D a a 'm N N ♦ I 0 ~ C 0 CD Z ~ 0 (D w -01 ~ c~ o v m < m Z N y ~ 0 om 0' ~ Z y ~ 0 0 ~ m v ~ ,~asta~i~`ti:~:~x; s~ Building Permit CTTY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 \1} w c~y~~rwnm~se~c ~ Permit Number 18897 6/24/2005 Inspection Line 303-234•5933 Residential Add Structure pROPERTY 5370 Newcombe St Unit: owrtER: Rene Keller (303) 940-3678 Descclption Conect deck brand composite deck installed in backyard. Deck to be 29' away from back property line & 6' from south property line. Unlts: Occupancy: Walls: Roof: Stories: Sq Feet: 0 1 krtby eptlfy that Ne seWrtt OYmven propwetl Ey tNx permll appllutbo an attwvte, and do not vbhle appliub4 oNiomea, ruMa or reeWatlow of Oe City of Whwt Aidee or covm~nb, memW~ or wWCtloo~ of rtcoN; th~t A mweurcmenb ehowe, ana Jle{~tbm m~de ~re ocoontr, thot 1 M1rve md ~ntl qrs W abitle hy mE oandiHav pMIM oo tIJassOPut+dbn, and that 1auume PoO mpomNNty for eompW nee wtlh the Wheat RidQe Bullding Cotle (U.B.C.).vd JI otYer .pDlimbk Whut Rid$kortlinmca, torRrjrlc upQer Nii permu. { n J (OWNERx DI C - SI(24mDAl'E 1 '1'Ne penoi[ wu 4med le utorEonac wtlb Ne praWelov rtt for1A In your apptlealion mA 4 cuEjen m 0e hwi of the Sbh of Colondo aod m tAe Tneiee . Reeehitloo, tvtl BuWinQ Code o( Wheat Rideq Cobnda or any o[hu ~pplinbk ordiniom of tAe Clty. . . 1 Thd pamtl s0O ezp4e If (A) Ne work authoricetl le no[ aommmce0 withlu sLLtY (0) tlaP hom lawe date or (B) the buildint auNarlud U wpesA[d or sbaMOUdforaperbdo(ITOdryL 3 If WY permit ezpiru, . new permit mry be sequlred for . fa of onahvlf the unount norma0y requtred, provlded vo <hmeo hrve b«n or Mll b<unde b Me . oAdleal phm antl spec11ka0oos md any swpmWn or abandanmmt hu mt esWW one (1) ywc If ehmea arc mnee or Ibmpeneion ar abuWOMm[ exnMs one (i) yuq tull fen 11a0 be paia for a new perml6 . { NoworkofmymmnaaNllleAonetbtwNChmCeMenatunlMwofwatermminea dralveeDroAkm 5Coetracror Matl notlty the BuWlng Impecmr twmty-four (24) houn lo odvance for dl inqmtlow and ahall naelve aAttm ~pprovd on leq«clon u 1 befon proceMlnervlthwceadvePnak+ofthelob. . 6 'I'he hwmvee o( . permN or the ~1 of tlnwinp and apecNCaHoos ahdl no<be romtmM to be a permtl foq nar an approvN of, any vlobtbn o(Ne orovhYnl~k Uu1W n or my rdhanae, law, ruk or rquhtbo. SICNm DATE eraw . m«ro~ . Friday, lune 24, 2005 Page 1 of 1 Building Permit CITY OF WHEA.T RIDGE 7500 West 291T-I Avenue Wheatridge, CO 80033 303-235-2855 Cily c( Whent RrJye.." Permit Number 18897 6/24/2005 Inspection line 303-234-5933 Residential Add Structure PROPERTY 5370 NeWCOri1bE S[ Utllt: owrvEe: Rene Keller (303) 940-3678 Description Conect deck brand composite deck installed in backyard. Deck to be 29' away from back property line & 6' from south property 1'vie. Authorized By Building Approval Authorized On 6/23/2005 Need ro use F-4 Foundation siandard for picrs. Subject to field inpsections w/ notes. Authorized By Zoning Approval Authorized On 6/20/2005 encroachment ok per PRD into sideyard. Zoning Approved By Zoning PRD Approved By JH Friday, June 24, 2005 Nage 1 0( I COMMUNITY DEVELOPMENT DEPARTMENT Building Pertnit Number: ~ o~ W~E~r y BUILDING INSPECTION IINE - 303-234-5933 Date: ~ g CITY OF WHEAT RIDGE " 7500 WEST 29TM AVENUE WHfAT RIDGE, CO 80033 - (303-235-2855) APPLICATION PropertyO+vner: IZen¢ V~Jlp,~ PropertyAddress: 5'370 (JC.w-bzc~+- Phone:3c'3-c1`jo-3(o77~( Connactor License No.: ~3e44a%k 3or564-o kly ComPanY:Pr~NtSde(a Pbone:3o3-`i4o-1A%.3 OWNER/CONTRAC70R SIGNANRE OF UNOERSTANDING AND AGREEMENT , Buildina DepG Valuation Figure: S 3 ~ i hereby ceRify that the setback distances proposed by this permit applitation are accurate, and tlo nW violate apptipde adinances, Mes a repulations oi the Ciry of W heat Ridpe w oovenants. easemenu a restricoons of record; tliat aN measurements shown, and albpations made are acwrate; tlul I have read arb aprce W abiAe by all con0itions printed on this appliCation anC that i assume full responsibility for compliancewiththeWheatRidpeBuilCinp Cjode (I.B.C)andalloMerapplipbleWheat Ridge Ordinances, for woAc und~ Mis perm t` Plqns subject to fie1C inspection. (OWNEtiNCONTMCTOR): Value:$ gooo,c'-° Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Use of Space (description): Description of work: (Arrcc+ p1~-Vc Br~,...Sz cc.uPor,}e dzcV- rn}.LVAA bact= rf~~~~ r..~ ~ b~ Sq.Ft.addad ~d DEPARTMENT USE ONLY COIMAENTS MProval: d H- 12,0 1os - cvt ~ fo~<G ~+•~+h o k~ er zoninfl:ff.0 r f-~ ip s idx k{om d. ~ yU~y p 8 2005 coMMEHrs: ~Iecd ApprovaC ! «/~(1~1✓< UCQi It~G7~~~ ~OPo(5 COMMENTS: qpproval: DFPARTAIEM COI.MENTS: Approval: Walls: Roof: Electrical License No: Company. C;C ~/~1.~ c~~ -ft~ ~tG'+ cl J [ulp~r ~ Stories: Residential Units: Plumbing License No: Company. Mechanical License No: Company. ExpiraCan Date: Expiration Date: Expiration Oate: ApProval: Approval: ApProval: (1) This permil was issued in acoordance wilh the provisans xt foM in your applimGon and is suDject W Vie laws of the SUIe of Coiorado arW b the Zavnp RepulaUOns and Buildinp CoOes W W heal Ridpe. Cobrado or arry otl»r applicabb ordinances o( the City. (2) This permd "l expiro if (A) the work auNOrized is nd commented wiGiin sixty (90) Cays trom issue dale w(B) the buil0ing aumoraeA is wapen0ed a abandone0 for a periotl ot t80 days. (3) It tha pemit exWrea. a new pertnit may be sWuWW for a fee of one-haH tM amount rwrmally repuired, proviAeO rw changes Iwve been or will Oe rtiade in the aipinal plans and spedfirations and ary wspensbn or abandonmenl haa not exceeded one (1) Year. H dmrpes havs been or H wspensbn or abandonment axoeeOS one (1) Year, iu0 fees shall De Wld tor a new Darmit (1) No wak oT airy manrar ahaY De Oone that wdl chanpe IM na4aal flow of rvaler rauafnG adrainape DroDbm. (5) Contrac6or afu0 ra0ty IM BuY6iq InsGector twwotY-four (24) hours in advanwe for all inepections arM shail raceive written apprpvd on hspeWon ord bsfiore Droceedinp with wccesaive phases of the job. (6) The iasuance Ot a pMmN a 1M appoval ArawinCs and sPecifraGOna s1W nd be oonstn»d b be a pennit for, rror an appwal of. anY violafbn of the s of ad'm9 oodea or arty oNer ordinance, law. rub or repiAaGOn. All plan rwlew b sub 1 hief ui n ~cial ~ ~ Qy v C~ oJ ~ d ~ NO REVISIqJ/ISSUE OPTE FFORDA LE svwn~a d unoscave. tac szsowemnoea a.aa~coeoooz 303-940-1113 Rene Koller 5370 Newcombe St. Arvada, CO 50006 June8,2005 7 M1 1116"=T Pea 6rv Raixd Plmihr Blueberry Shrul Flagsrorc plagetone atep. Butterfly z'x¢' Fmy: squaresfor Floystorw ehl Wood N 66' kh fbwen I Pew Nl OMWN NYfI WRRLEN MlORi1UIlON MPFNIING HEHIN ME VROPFRIY OF ]FFORUMIE SPIMNNIER.WD LWUSCME, AND 411ALL NDi BE USED OR NF440ULYFD MIIqUI INE RRIrtEN ('ANSEM OF Aff08M91E S%tlNN1ERIND LWUSf.ME Colorado Chapter International Provide two sets of plans and complete the following: 1. Complete this Buiidng 6uide by filling in the blanks on page two, and indicating whifh Construction details will be used. 2. Provide 2 Plot Plans (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines drawn to scale. 3. FI out a building permit The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado fithe Iniernational Cod Council ioqW pg,ar~jQg J~to p ttt~e public recia~ yair~adc construcfion. we apQ and suggestions. To in ster copy of this building gulde, gSe e to the CdaradoChapterof Intema' Code Council, P.O. Bax 961, Arvada, CO 80001. application. This handout was developed by the Colorada Chapier of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. L'{fy 0 U*L6C R*C oF W~Eqra ~Bu i s~g ~Dirision i a 7500'W.27"Ave. ~ keat ~,id~ge, CO 80033 (303)235-2855 ~cioa~o° 111 How to Use this 6uide Dk'6CI0118 ~ 1. Fill in the blanks on pages 2 and 3 with d'unensions 7,- ~U (~~~m P . and materials which will be used to build the structure. Please print legibly. 2. Indicate in the check box which detail from page 3 will be used. lx_or 2xJ- decking lexemde: 7 x d w2 x 6) Existing bldg. ~i~h high guard with balusters 2x~ jOiSts spaced so that a 41nch diameter spaced " apart sphere cannot pass through (exempy; px 1p~p¢~¢ppq•qpert) ~ E ; D kL 34 ~ Ap roved ~ /(o'' ~t shing Attach decking with ~ d Lbeam x require noncortasivefasteners _ femVe: (2) 2 x to - see aerea e/ Ae ' B • 2 ri i t m jo s x . ~e.e a1e:z„o-seaaxemaiesisez) ~ a, ~ Detall B O Altemete Detail B1 ° m ~X DOStS ~ U Altemate Detafl B2 v SPdCtd apart Detail A (see PaBa 3) (see pepe 3) c (exempe: 4 x 0 Posls speced 8'apnrp E Conditions such as attachment to m cantilevers or veneers may require • Engineer's approval 'i `O Span (axe„)*:,Y - <•i oetau c • • (seeGe9e3) ~ i~ Finished rade , ress irom the existin it t If ~i g an ex or eg No e: building passes under the proposed deck, or if t' there is an existing patio under the proposed t ~ ~ a minimum clear headroom of not less deck ~ C , must be maintained under the ~ 8in than 6ft r . . beam. Please indicate openings in existing wall. Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing. This handout was developed by the Cdorado Chapter oi the international Code Council as a basic plan submittal under Ihe 2000 Internatlonal Residential Code. It is not intended to cover all circumsfances. Chedc with your Dapartrnern ot Building Safery ior etlditional requirements. 2 - Existing building ~Approved flashing required ~ Attach to joists with non-corrosive fasteners Attach ledger to existing bldg. with noncorrosive lag bolts spaced min.16' apart. Locate bolts to penetrate rim joist or wall s ds. 7c.,=ive metal joist hanger Conditions such as attachment to cantilevers or veneers may require Engineer's approval ecure balusters to beam Noncorrosive metal joist hanger Full depth Dc solid blocking Secure balusters to beam Non-corrosive metal posUbeam connector Secure balusters to beam 24' max. Non-corrosive metal pasUbeam connecior 'h' (min.) diameter anctwr bolt embedded T min. into concrete pier or the equivalent 8' (min.) diameter pier This handart was developed by the Cdorado Chapter of llie International Code Council as a basic pian submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check wiM your Departrnent of Building Satety tor additional requirements. Noncorrosive metal post/beam connector Non-corrosive metal post anchor 8' min. If less than 8', past must be decay resistive 7rzroz New or existing light required ¢ Guardrail 36' min. height Stairway Notes: 1. Stainvays shall be not less than 36" in width. 2. Slairway rises shall be not greater than 7 3/4". 3. Stairway treads shall have a minimum run of 10". 4. The lenRth of Run and the height of Riser shall not vary more than 3/8 in the entire run of the staic 5. Stairs are required to be illuminated. 6. Open risers permitted it opening is less ihan 4". 7. Minimum 314" nosing Handrail (see details below) Deck Guardrail required if more than 30" C Less than above 6" dia. nosings 10" min. run ~ Open risers less than 4" 4 inch min. - 7 3/4" max. rise Landing width of st_ airwa j-- Finished grade Handreil Notes: 1. Handrails shall be continuous on at least one side of stairs with 2 or more risers. 2. Handrails shall be placed not less than 34 inches nor rtwre than 38 inches above stair nasings. 3. The handgrip rtion of handrails shall be not less than 1-1/4 inches nor more than 21/4 inches in circular cross section. 4. Handrails sha I be placed not less than 1-112 inches from any wall or other surface. Per2001 Supplement `1 1/4" - 21/4° RIdX. f' "I 4 1 - 2" Gripable Wall or other surfao 1 '/z" min. 7his handout was developed by the Cdorado Chapter of tha International Code Council as a basic plan submitfsl untler the 2000 International Residential Code. It is not interMed to cover all circumstances. Chedc with your Departrneni of Building Safety for additionel requirements. Open guardrails and open handrails on decks and stairways more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. WHEqT~~ Building Guide c~ m C~C OR A~O Whether you hire a contractor or build your project yourself, note: treated wood will last a long time, therefore so will your workmanship. You ll be happier - and your project will look beUer - if you take your time and ob- serve good constmction techniques. * Before you begin nailing, lay out your lumber with the best-looking face exposed. Decide which pieces you want for visible areas, and which pieces for undecstiucYUne. ;$eparate deck boards as follows to allow for expansion and convaction If heavy and wet, sepatate boards no more than I/16" as some slirinkage will occur. If light and dry, sepaiate boards no more than 1/8". s Avoid long spans in constmctioa The geater the distance behveen supporting points, the more force developed wi[hin the wood as it dries. Also avoid de- signs with long caMilevers unsecured a[ one end. * Use enough nails. Sldmping dcesn4 pay. Use two nails across a 2 x 4 and three across a 2 x 6. Drive nails az a slight angle toward each other. * Nails and other hardware should be hot<iipped zinccoated or equally well protected material. Other- wise, weather may cause them to rust, leaving s7eaks. * With a pneumatic nailer, use no more pressure itan necestary to drive nails flusL with the surface. * Screws take somewhat longer to drive than nails, but they hold boazds securely, allow for easier removal, and eliminate unsightly indentavons from hammer blows. * To reduce splitting, drill a pilot hole about ihree quartecs the diameter of the nail. For dease or brittle wood, gud stkvpness from nails or blunt the points by strilang them carefully with a hanimer. Blunt nails cut through; stiarp ones pry apart. • Use 12d nails on nominal twainch decking Use two at each joint with 2 x 4s laid flat; use tluee for 2 x 6s laid flat. lOd nails are recommended for 5/4" decking. ► Lumber wider than six uiches should not be used as a flat siuface. Wide, flat boards are subject to ponding of rain water, which can lead to cupping problems. It is better to use two 2 x 6's tlian one 2 x 12. ' If a board is bowed, install it with the crown up. Gravity and the weight of people and fumiture will flatten it. * If a board has a slight bend to it, it sometimes can be straightened as it is nailed in place. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 78345 BUILDING INSPECTION LINE -(305-2345985) Date : 2/9/2005 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: Praperty Address Contractor License No. RENE KELLER 5370 NEWCOMBE ST 21161 Phone : 423-7343 Company : Rugged Enterprises Inc. Phone : 426-1019 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDWG AND AGREEMENT i hereby certity that the set6ack distances proposed by this permit application are accurete, and d6 not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or coYenants, easements or resViclions of record; that all measurements shown, and allegalions . made are accurete; that I have read and agree to abide by all conditions printed on this application, and ttiat 6assume full responsibility tor compliance with the Wheat Ridge Building ' Code (U.B.C.) and all other applicable W at Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGN l W~DATE Description : INSTALL 4.0 TON A/C SYSTEM Valuation : $4,350.00 Permit Fee : $144.70 Plan Review Fee : $0.00 Use Tax : $78.30 Total: $223.00 USe : ~8870 BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Occupancy : W alls : Roof : Stories : Residential Units : Electrical License No : 20724 Company : W ESTCO ELECTRIC, INC. Expiration Date : 2/28/2005 Approval : OK/KS Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiratipn Date : Approval : :(1) This pertnit was issued in accortlance wifh the provisions set (orth in yopur application and is subject to the laws of the Stete of Cobredo and M the Zoning RegulationaarW Builtling Code of Wheat Ridge, Colorado or any other appliwble ordinances of the City. .(2) This pemit shall expire it (A) the work authonzed is not commenced within sixty (60) days trom iuue date or (B) the building euthorized is suapended or abendoned /or a periotl o/ 780 Oays. (3) If this pemit wcpires, a new permit may be acquired for a fee of ona-half the amount normally required, provitled no changas have 6een w will be made in the . original plans and speciflcations and any suspension or abandonment has not exceeded one (1) year. If changes are made ar if suspension or abarMOnmenl exceeds one (1) year, PoII fees shall be paid for a new permit. . (4) No work of any manrrer ahell be done that will change the natural flow of waler causing a drainage problem. (5) Contrecta shall notify the Builtling Inspector twenry-/our (24) hours in advance for all inspecllons and shall receive wriQen approval on inspeclion card before proceediing with successive phases of the job. '(e) The isauance of a t or Ihe provat ings and specifications shall not be wnstrued W he a pemit for, nor an aDDmvaI M, any vlolafion ot lhe provisions 'ng s or any other ordi ce, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: { oF w"E"' giJII.DING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~ocoar.oo A ~~UCATION Plope7ry OWIIei: Property Address: 5 c+=~-~~ nc r,.~ -h-~ Contractor License No.: Phone: 3P3-4-D3--7343 ComPanY s-zs:~ c Phone: 3e3 4 aL-l o t 4 OF UNDERSTANDING AND AGREEMENT I Lereby certify that ihe setback distances proposed by,this pcimit application azc accurau, md do aot violate applicable ordinances, rules oz regulafions of ihe City of Wheat Ridge or covenants, easements or resticflons of record; that all measucements shown, md allegarions made are acwrate; thaz I have read md agree to abide by all conditions printed on this application md that I assume full respo¢sibi(iry for compliance with the Wheat Ridge Building Code (U.B.C) md all other applicable V✓heat Ridge Ordinances, for work rth' ' (OWNER) ONIRACTOR:SI ' - ' DATE Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: Descripfion: ~ti.s-~-~sz\ Lk.n -T'c-x,- a\c- BUII.DING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONINO COMMENTS: ApprovaL Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residenrial Units: Electrical License No: cj ~l`~`12 Plumbing License No: Mechanical License No: Company: v0,cx.t4,c icc Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) 1Uis permit was issued in aceordence with the provisions set fo[th in yow application md is subject to the laws of Ne State of Colorado md to the Zouing Regulazio¢s and Building Codes of Wheat Ridge, Colorado or any othv applicable ord'wances of the City. (2) This peemit shall expir_ if (A) th: work auHiorized is not commenced withi¢ sixty (60) days from issue date or (B) the bu:lding anthoriud is suspenCzd or abandoned for a period of 120 days. ' (3) If t6is pemilt ezp'ves, a new pexmit may be acquired for a fee of one-lialf the amowt voemally required, pcovided no changes have been or will be made iu theoriginalplansandspeci5catioasandanynuspensionorabandoomeuthaznotesceededone(1)year. ffchangeshavebernorifmupe¢sionorabandonment exceeds one (1) yeaz, full fees shall be paid for a uew pwmit. (4) No wock of any mmner shall be done that will chavge th< nawrai flow of water causing a drainage problem. - (5) Contractorshall notifytheBuildinglaspectornvrnty-fo~(24)houninadvauceforallinspec¢onsandshallreceivewdtte¢approvalo¢ivspecRoucazdbefore pwceedingvrithsuccessivephasesofthejob. - (6) . The issumce of a peemit or the approval of dmwings md sp<cificafions shatl aot be cousaued to he a pelmit foq nw an appmval of, aoy violalion of the provisioas of the building codes or sny other ordiaance, law, rule or regulafio¢. Chief Building Inspector COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17778 BUILDING INSPECTION LINE -(303-254-5933) Date : 9/27/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5370 NEWCOMBE ST Contractor License No. : 21948 Phone : 466-1831 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heal Rid9e or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W hea idge ordinan es, for work under lhis rmit~o (OWNER)(CONTRACTOR) SIGNED D DATEa Description : INSTALL 6' CEDAR TO BOTH W INGS & REAR PROP Construction Value : $1,079.00 Permit Fee : $54.37 Plan Review Fee : $0.00 Use Tax : $12.95 Total: $67.32 Use: 70 BUILDING DEPARTMENT USE ONLY 2onin6Commei1t85 SIC : Sq. Ft. : Approval : TRC OK ~~n`r/cnaacr~~,P~e~eNote; Zoning: PRD aPPro dcou~and hngim~a~elefor/ocatingProBuilding,Comf~ientsi; Tu6 tt~sn'° rcP ns61e ode elopm~n~steq~ ~a ~ Approval : urors r~su~nB ~Oplan set y~d °rate info~a[ion Public IA►orlcs Camm~9nts::; ~om ~n~01~~ nforma~,o~~~on Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is su0ject to the laws of the State of Colorado and lo the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sizty (60) days (mm issue date or (B) the Duilding authorized is suspended or abandoned for a penod of 120 days. (3) If ihis permil expires, a new permil may be acquired for a fee of one-half the amount normalty reduired, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) yeac If changes are made or if suspension or abandonmant exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thal will change the natural flow of water causing a drainage Oroblem. (5) Contractor shali notity the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of _apermit or tFig-apprevalRf drawings and specifcations shall not be wnstmed to be a permit for, nor an approval of, any violalion of the provisiog5.o Guildi gCOdes oe>rdinance, law, rule or regulation. hief Building Ins"pector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT BuBdmg PetmB NumEer. ~ BUILDINGWSPECTIONLINE-309-2345935 CITY OF WHEA7 RIDGE u ^ 7500WEST?9THAVEIWE YYMEA7 RIDGE. CO 80033 - (303-Z9S2855) °~«~p0° APPLICATION --Propeny owocr: Ac, Nvt..S ~ p ProperryAddcss: Phone: ,S- '-~•b F;- I 0 3( Contractor License No.: ~ Comnanr: 'n c rnone: OWfff3V0ONIRACiVR 8K:NATURE OF W06RSTANDN6 AMD NOREBIENT i nmeeY «,wv uW ex Wtbat& dislances poposm nY a:s aIN111111c aPOk85on 8e awrala ana do not vtoLebevpBmbla oNna^oaa. naoc w reguim4.aew CRr of wheat mas5uiema~ ils ~ alegadons made are axurate: tlut 1 Mave read and agree m adee M' au ca'NNOns o- - on tlde roWke4m enU tliet f msuna tut reqpor,iihiary tor mmpHanca vft " Wh+aat RMge &uBdro oode (Ub.q and au otner aPqinaWe wnaat Ritl9e O"llrenw& for wwlc under Ihis Pelmd l' 3 ~OWNEfifMNfRnc~alkslf.NED~ y~_~/~J~ ~ (ONTlEii~(ODNIN~CION)TfRIiED V~~i`l ~ DATE ~ Deseription: •✓,l'~~~~ (Q.` (~[~f,,~ '~o 1 Sq. Ft addad - BUQ.DING D] ZONNG CAMABtTS:~ APProv~:l~S~~~ zonio9: F'RD uiLomc Caa,Errrs: Approval: Ueuc WoaKS CaWAE+ns: APProvel: Ocmoanav: Walls: Roof_ Stories: Construchon Value.$ Pernut Fee:$ Plan Review Fee:$ iJ.Re Taoc• Total:$ f, w,nJs ~ ONLY / . ~ iC. ~ Resulential Units: Electrical l.icense No: Plumbing License No: Mechanical License No: Company: Company: Company: Ebipiration Date: Expirdtion Date: Expiration Date: qpprpyal• APProval_ MPmval: (1) rnkpematwastm,eamaccoraantswanmeproviswnssetramtnyaurappNcationanroiswhjecta+nemwsorure5texor CdoraEO anA ro the ZoNng RegWaUOns antl BuddnB Cadec MVVheat RidOe. ColoraAoorarry oUrer eryNcelNe oidimdnces W Me Ciy. (2) ~r'~~~ ~spd f ( or ) abarMor~ed ~are Period m d 1 ~ys. qaVve ~Y ~Ystmm iRUe Aare or (B) G~e euileug (3) tlWnpem~ttexP~4a~0emetmaY~acQUiredlarafwdons-hWflheannuirtrnmmYYreWired.Vrwidednoehanpes ' ' ...i..r..d.a...~.~.m.4r-nMn..smAamr~ara6mxoroneRlmsmtexceBdetlone (4) NoworkofanY~wrSh886atlmetlMMlcnmge9lenairaeowwrraermusri9bmau.iyeWwa~~. (5) Con6aUw shaY no&y tha 81Ad^9 lnspetlW hw6^N4our (24) hdes in advace tor aY irnpectlonq and sh20 reoeiva wtltlen appaoval on'vmtPecbOn faM EeTOfB Proceedin0 VMh 9uccoasN@ D~ O( ilre jOE. (6) ovMryvidefion of Me P~s~ d tl~e huA~n9 ~ codesotAer A or~. I iu~le or regulationd for. nu an p Chief Building Ofricial T•d bEZB-OS9-EOE ~ 9utpaa @6S:1I 40 80 daS SEP. 3.2004 4:98PM fi0.fifi8 - P.2/5 PLOT PLAN FOR MELODY HOMES,NC. LOT 1 BLOCK SKYLINE ESTATES, FlLING 3 CITY aF WHEAT RIDGE. COUNTv OF J F S STATE OF COLORADO. ADDRESS 5370 NEWCOMB S E 10' ,E. ~SETBACK ' - U1 e rSE I 7i T I ~O/ 00 w 11 7,979 sf. - - - - ; ai's e. ~ I - i W ~ ~ =i d I N I F~ t0 ~ L me . mo for - si.. o lb ~ , ~ ' + , ~ a lo ol ~ 2979 BASCAIEM • 9 ~ I ~ I . I W 9. ' 7Y.8• I ^ ^ I ~ I • • ~1 m I ~ I~Y'I ' , 9.5 I ~ I I - I N _ ,o• .e. ,o• .E NEWCOMBE 5TREET 1NF0 STAKF MODEL 2959 LM 3 CAR EI.EV. A LOT AREA (S.F.1 7,91Y WSf EA (4F ) I M u ns wm ru ooa .ar ~aw ar waw w+s. ren +no~ ~ac~l~ ~ smu~iN~a vxM~~~s . . z ~ ~ 6LA . M00Xi- 27.5' s ~au~ Mn~c ronsW~ v nc cmcnwe rr ro Mc AW. B400. HpaTm Z1.5' a r~esc rw ~uwr~~" ramms aMrua ~w.r mai Ma raixwnw wwa RVC. F.0.. So.i * w~ar n~in Mo~~~nora~'~iin ~RiO~an nu~~mw~m~ r NQ~tl6 ~[4~bi ~OIA'<~TOI OINI6 d51w fMy S RII m11Ne. xm Mm[ ~M ~R4 m A1c aawar~rwMWllw nxs ! MPROVEO FOR STAqNC ~ s l ~ wA SERNCE UTU TY PE~E47 ~ R Ew No 3 7r UNE ~ • T~~ ~ 1WRARY SENER 0 SERNCE ~?&T 0 Wp~lJf I r,t uaiT Po~ I ~Ftow ur~ ~poRy~ ~1pI~ M ~LBT C~yp~/~¢1~aE Fa1t R~wC1~E ~ S~ iPo-L`t AFlRE N'/ORANT €w% #)'MELODY HOMES MINIMUM SEiBACKS: ' SCUE: 1"-30' i roaf saanm~r~ eLvn. 1-8 0-922 n 987 .53h6700 .d`~ F7tONT: 20.0 gIDE: 7.5' REAR: 7 0' DATE: ~5-12-04 REV: ~~n„ iy. ~ ~M) ~_t~t ~j,~ STREET SIDE:3Q,Q M ~M BM ~ BY: RwC (00.9J 4ee-adla ~"1O ~ B EN STRUCNRE5:1Y JOB Np~Jf V3 z•d bEZB-OS9-E0E 9utpay ~ L e6S:ZT 40 80 daS ;a ~ A ~ m d ~ > $a g m c m N r N - y 9 y ~ r N Q C ~ y > m y O N t0 ~ Ea m m c d n L ~ m V =N ° ~ z ^ ° U a ~ N ~ 1+1 a W ~ ~ db ° U U ~ ; o om x ~ Q ; O o d ~O~ , ~ a ~ o E o ~1 Qa~ W o o mm 5m„ t v+ m U d Q x~~ ~ m3 m 3 LL E'I 0 m d ~^m L o~a ~ 3 ~ U N q E.,.~ ~ ~ a o a W o~ ~ Z V of m o d $ ~ 3 c o v`h i N 20) = o O = m w O ~ yno p ri O : ~ d ` o~ ~ p a U m ~ E ~ m d ~ V 0 Z 3 Z O 0 ~ ~ W a H c a 0 U d ~ W co a 0~ D a U z 0 J O LL W 2 F ~ O LL Date: Z12 4L~ A Certiticate of Occupancy or Completion has been requested for. Anwerss: 53-70 /UUcvCnn(& PuQVOSC or STUUCruRr: S)CK Building Department Remarks: Zoning Remarks: Public Works Approval Remarks: Fire Marshall Approval: (If Applicabls) Remarks: Sanitation District Approval: (If Applicable) Remarlcs: Water District Approval: (It Applicable) Remarks: INSPECTIONS WILL NOT•BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS BUILDING PEPMIT N0. OWNER a CONTRACTOR " [771OCCUPANCY '7 SETBACKS FROM PROPERTY LINES: NORTH DATE ISSUED '0_ C . SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings p `Z - 7- ~I se wa.. C~c Caissons Reinforcing or Monolithic Weatherproofing -~,It -6tI i E-m ~ vY~g v^-~1( !n - ~Cl •-(1t 4 ~ Wil POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Icj-titj ( Air Test Gas Piping ~ C 2,~6 ~ Rough Heating & Ventilation SS , i G i, V~-1 ~ Framing ~ c~- o c{ Insulation Drywall Nailing Roofing q_ ZZ~Q~ Refrigeration Electrical Underground Final Electrical Plumbing q Heating & Ventilation Frame R.O.W. & Drainage y u by Fire Department I Parking & Landscaping G C ss:; , . ~ i ` i r - ~ i OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER u ~ ~ Gcl1,tJ Jt 09/08/2004 07:51 FAX 4 MELODY ISP (z001 RESIDENTIAL SITE CERTIFICATION DATE: _ 9/0 ~/o ~ ADDRESS: _ 5 °u 70 ,{)yw,Mcs c S~REC7 LOT: 1 BLOCK: 2 SUBDNISION: SK~LiNC ES'fATCS No 3 ~ The relative elevations at the referenced address were measured at the lot sides and corners, top of foundation and other locations as needed. The sides, elevations and drainage patterns es measured are in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. o The lot grading does not conform to die approved grading and erosion control plan Tlie attached revised ref grading and emsion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. seal ~J-) iiucerelv, 08/08/2004 07:52 FAX 1 MELODY ISP 11006 IMPROVEMENT SURVEY ,PLAT AND scnLE: 1" = 20' ~ Carroll s~. Lange = DRAINAGE CE RTIFICATE J~ No: 3161 . C Proleealanalkn0lneen 6 len0 Surveyon DRAWN BY: PEB Ool ::au ob2zae isn i ik o wo . a o , (aoa, oeo-oaou DATE DRAVM: 9-7-04 6~ ~ I FC:FNI-"l ' ~ . • -FOUND N5 REBAR ~ WITH PLA571C CAP / O WIFOUND NAIL & DISK ~ e-PROPERTY LINE / BOW=BACK OF WALK / E-FLOW LINE O -PEDESTAL TRACT G u p aSERVICE - O Z PROPOSED TOF- 51.4 0 S~op LL ' - P6p9 ' AS-BUILT TOF= 51.1 PB 9 N0073"11 w 66.00 ~p LOT r14y~ ' o00 ~ io u.E. BLOCK 2 ~ 7H_' - - + ~ x--=T ~ ~ ~ ' I ac ~ ~ I ~ 49 0 10 20 w ~ 9 a w w 41 i • `~9 • ~ I ~O y~ I la P 9' w~Qp } .I '1 I NEIIEBY CfRTFT i11At iME EILVAiIpVS M1 MNNA6E PATIEPN SHONN p1 D 3-RAII ~ r v ni.rzs nc. FENCE 11 _133 ~ iRW ~ SUN~EY 4y ~ Sb S3 1 T P[~ ~ h~ qw E E ~O 4 ~ P~ E p i • r ~ OdE Oi SNO SURKY. AIE PEL~➢VC ELEVATWS AS OEPICIEO NERFON NAY GHANCE SUBSEOIIENT i0 illE OAII 2 STORY y ~ x ~ XEPCOf WE TO 1„E SLB90ENCE UPNEnVAI OF TfE Sq~, AOqiIQV qf OR FRAME E AND ~ Q ~ w Raovw or sai ev r,crs or u.n. q05pN BV mE mwo on wArcR at oTn[a ~ 70 53 I FeCiq15. MERVqiE, MI 5U4"EY MAv ~ NEWCOMBE STREET M NOT ACCURAiELY D E~fVAilONS u+o onAuuc~ a rnc ~eo~ PPOP Of SUPVCT B O. . ye? O 5'r[kFD surtv[rav, wo. ' g . ( F-~ - Ff- SZ'~ ^ O I N 9-04-01 OnTE SUAKY . I 79.8' . ~ME (VATCNS eN0 ORpNAOF VAITERN ABOV£ SMOWN ANC THE NECISTERED UNO 11.3 TOR'S RPfI fINdNGS qi THE R < I SU A Cf ED I E J~ a RNISXED piq1N0 GRhUES AROUND YOUR 1E . . i. s B ~ cow. a .3 SHOVm RESIDEIlCE qN THE DA rou. THE HouCOwr~cR, ws* wniniNN q9~ PORCH 5 0 I inesc c~cvnnons nr+o cnnocs io TW F . pROPEflLY DPMN THE WAIER AWAY YqIP XWSE. THE CIIILDER OF TOUP NOME N1LL NOi COVER S1NUCNRnL I ONU4F TO lOUR ROME CAUSEO e5 A so ¢9L I I PESUIt OF MANCES 4nDE iN THE R IS Y 1M EfWf F I ' 1 fIM1511FU qiMFS. . R W RESFONSt61uiY i0 MAiN1AW 111E ORAOES p 0 AS SET BY THE B141DG1 nND AS CERiIFl[D ~ Q a ~ I L XEPEM BV THE SURVEYOP. p- ~`~L ~n noomOn, THE H.o.w. vRalECnOUS oM YOVR FESIDFNCE PROMpEO BT TWR ~ I 1 ,O U E N I BUILOEp MLL NOT COVEP SINUCNRAI f . . ~ OAMALE CAUSED I.S A RESLLI O CXANCCS MLM IN THE FlNISXED DFpNAGE CRADES. iMEPFiOPE, i1 i5 40' S0073ii 1 E $9 R - ¢bs• WAGYWRCS ASVSEiyB'YTMf BVILDEP i/.NO AS ; . BOW c~xnneo er rne sunrcroe ~ . " p P < . • o ar . •62 euiLocn R= 50. 00' d=734'49" NEWCOMBE STREET BEARINGS ARE BASED ON 'iNE EAST LINE OF LOT-L. BLOCK Z.OF THE RECORDED PLAT SKYLINE ESTATES F1UNG N0. 3 BEARING N00'13'11"W . WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THA7 THE ABOVE IS A TRUE AND CORRECT PIAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 4ItL DAY OF «P7FU5ER ,200.4__ , OF THE PROPERTY DESCRIBED As: LOT 1, BLOCK 2, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, rnIs aeoPeRTr ues vnn+in zoNe c, ocscr,nrEO ns CITY OF WHEAT RIDGE, " AREAS OF MINIMAL FLOODING, ACCORDING TO FEOERAL EMERGENQY.,pANAGEMENT ACENCY FLOOD INSURANCE COUNTY OF JEFFERSON, RATEd1}M"COJY PANEL N0. 085079-0005 C, STATE OF COLORADO (sKnwe EsrnTEs vLc. r+o 3,) AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEM~ ML'S='EASEA~ y~$ RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PIffk89E ' ALY SHOWN. BY: ! DATE: RECERT~KltO.;SV'. E " DATE: iHIS SURVEY DOES NOT ADDRESS EASEMFNTS OTHER iHAN iNOSE SHOWN INJ THE RECIXtDED PLAT NOTED HERCON.'114L ~ MITNENT WAS PRONOED TOTHE SIIRWYOR. NOTICE: ACCPVpNC TO COlqiA00 LAW YOV MUST WNMENCE ANY LEGAI ACT011 6ASED VPON .wY OEfECi IN iX15 ANbEY MiMIN 1HREE'hARS AF1EP YOU iIFST dSCOVEREO SUOI OEfECi. IN NO E'ANi MAr nev eCiiON BASED UPON ANY DEFECT IN MIS SVRVEY BE CONMENCEO 40RE iXAN iEN YEARS FRW MC UAiE Q` THE CERTIf1CAl10N SHOWN MEREON. 09/08/2004 07:58 FAX + MELODY ISP IM 002 ,,,v..,~g~, . , Is"MIF . . . ~ , . , . , , . . . l,....;.. , J ~ / ' -7~~..~..~ , \ i ~ v ' 1~ U Q i \ c r \ F.: a w = p o ~ N Z > .V W Q O~. ~ ~ Z V~N J ~ W ~ M > (D N W N M ~ ~M V ~ ~ v L ~ N C ~ N N ~ ~ Q a O ~ ~ a V 4 V) d ~ - ~ e la J s ~ J ~ ~ 0 ~ a N ~ C ~ w ia ~ ~ ~ co c ~ (D -0 > m t N C O Cl) N 01 M LO U ~ C N N ' L> M > M ~ L~ ~ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 17256 6/21 /2004 Property Owner: Property Address Contractor License No. MELODY HOMES INC 5370 NEWCOMBE ST 21279 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $210,336.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenanls, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W h-eapt Ridge ordinance/s, ~for ~work under this permit. (OWNER)(CONTRACTOR) SIGNED 7;WiP DATE (P" 2 O Description : 2959 A- FIREPLACE IN FAMILY ROOM Plumbing License No :19354 Company:Millwood Plumbing & Heating Expiration Date : 5l25/2005 vnu.., ' ..n...V.,.,. BUILDING DEPARTMENT ~~~pon~ .F „t~mf~rm~.,on Zoning Gomments' ` Th Cit1i+ ic y-~ • 'q.~ ccnstcucnon Ubm~tted w- ~ ~.1 t. S Approval : TRC OK cr:ors resuitiag Gom iriuc`:cr=:~ intormation. Zoning : pRD Bu lidmg', Cainments: ' OK. TWO ENGINEERS STAMPS ON PLAN FOR FOUNDATION. Approval: CR Pwblic WorkS C6rtYirienEs: OK. 6/9104. SEE ATTACHED SHEETS Approval : DFB Occupancy : R-3 Walls : Roof : Stories : Residential Units : 1 Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OK/KS Phone : 466-1831 Permit Fee : $2,100.03 Plan Review Fee : $100.00 Use Tax : $2,524.03 Total: $4,724.06 Use: P3~.ase'~? ~;,c: .r..~,.. io r~rn..r,?4,~.° ~n~ !„G'!!'Ra P70OC(Iy Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval: pK/KS Approval : OKIKS ('I) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normalty required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shali be done that will change the naWral flow of water causing a draina9e problem. (5) Contrector shall nolify the Building Inspector hventy-four (24) hours in advanca for all insDections and shall rewive writlen approval on inspection card before proceediing with successive phases of the job. (6) The issuance of~ermit or the appmval of drawings and specifcalions shall not be construed to be a pertnit for, nor an approval of, any violation of the provisi~ o~Aing opdeevr'iia yotpe,,0rdinance, law, mle or regulation. Chief Building Insl5ectt7r Please sign Terms and Conditions on reverse side of page COMMUNITY bEVEI,OPMENT AEPARTME1v1' Building Pemut A[umber. v~ BUII.DING TIYSPECTION LINE - 303-234-5933 bato: CI'Y'Y OF WHEAT RIDGE 7500 WEST 29TP! AVEhUE WHEATRIDGE,C080033-(303-Z35-285~)~=^ ProPertY Owner: YY) y 10 ~~~Gk't.e.7 ,-ic c. c/ PropcrtyAddressc,5~j/Q Wp.(Jt~~~Gi2C~ ~JTi Phone! ~30 7- Ll~ 12~3/ . ConKactor License No.: ComPsnY- 0117iEfU[OTTRAC70RSIGNATUaEOFIiNDER57ANDINCA7:DACREEMCMT 1 hereby teni(y that 1M setbxk AiswKa ptopOSW Ly Ihis pemtil application are aceurate, Conswction Value: ~ a~Wdorwtviolatcapylicabkmdimnces,ruksorreguhdonsMUfeCiryofWAwtRidgeor ~I ~-o' p~itFee:$ Ca veN~{S, q5C111dItlQreibKtiOR50(rtCOfd.Ihet illMiSUrertKnt5 ilkNT.sndi~l10n6 n ude a2 auunlC, Ihai 1 hevt rpd MO 9Qree m a6ide 6y atl conditions prinied a ilh:s P]an }toview Feo-$ ~ apytiatim and Wi ) ufame Potl raponsibiliry fm camyliance .nth Nc Whqt Ridge Building Code (U.B.Cy and all Mher ayplicablt Whtat Ridge Ordintntes, far uvrk anda i USC TBX:$ Ihis pmn t. Total:$ (OU'NERMLbK(RACfOR):PRltlf . ~ !I~ S~k1.hATE c_[1 t ~C~8.81 ,yr~y~~J l5o.cx~ DESCRIPTIOn:.~ ~ / f (Ye~~~t,~C1L Z0111M0 COMMlN73: Approval:40-V?5 Zoming: M BU1LbISVC, DEPARTMENT USE ONLY SIC: Sq.Ft.: suuoINaCorxurta: 6,40d//~ (DiY . Tu C~SINOE~ $~a/'V~D Gy Approval: Rqh( Fo1L ~out~cLi~ ~4. ~ .u■ucwaucseo«rcrn.: o,e~ ,J~B Approvai: (o9/a y Occupancy: Wal1s: Rooi Stories: Residential Uniu: Elxtrieal License Na: -2 4Plumbing License No: Mecpanical Lieeuse No: O Company. ffi! l 0)CZ' l' ComPany. Ln 5 ~ Ezpiration Date: Fxpiration Date: Exp'vation Dau: Approval- Appruval: Approvaf: ~ (11 7'6:s pan.u w'as iuual ia accaduKe wi~h he poridms m b.N i~ ~aw+N~•~••d'u snbjec~ b 1de Nvn of 16c Sd~e afColondo v~a u p~ ~~g Reryhnm anL BwMuu Coda MN2wt Ilidle, Cdaado a uyWw MNk+bk admancn of Ae O'ry. In Thup<+-wfL.reapim if(A)dewa4audwhtdhea~q.'i0isyvy(yp)mys(pmip.KmuwlB)debw'Idft iudmindissupepdeda Nn•danad fara period af 120 dry4 l31 If ibif permiI eapi.es, a i~ pamu nvr Le ~quir.d (a a f« ef o.-Fal(Ju anaum ei,nially mqu'vW, Dro.ided oo clu.qa Mve been m will be made MIM origball Pkm md 1pec+fiatiom rd rY+aRnsim aa6aodvuornl lw oa eueepwd one lIl ym. If ehmges Mre 6em a it s"ypa w abWonmc+u aa...~w aor(1) Yea,, fuN La auo he w1d for i ~ pvmk (4) f:awakofayemwihAN DedoK6MwiBcWKYItpwNMwdWNnwususaM'vngepobkm. l5) Caetaema~ mti7)' Ois BaAdintlMP~a MnO~fm (11) Ams io Wwna W atl:.pzuor W~lutl nceive Wriwee 4~wm~ an lnspecdo. eud belore waeadini wilh a-tmd.e A++es aft4e joD. . (61 7Ae iswnee Ma P~n a 6~ ~pWp dN+'ieq aed ry~elficaGdn ~tl w b~ mnauW b be a pe.mq fa. ear u approv~l of, wY ~~:oa af dit ymisimf ef 6e bY:Nina rnda a ap erdwna', Lw, nk n eeagi.0m. CtjgfBaifdinY lnsDecto[ ZO'd iL:S1 b00Z 6i Jdti 258ZS~L£~:XEJ md '8 9NINNt1ld ~ kwr~r To Submittal requirements: Q Copy of Deed ?Too, Resident9al Worksheet (SF/Duplex) Site Plan (to scale) z hw"T N S 5 ~S' Required Setbacks: FR 20 S 1' S ZS ' Provided Setbacks: FR 251 S t? S .000 Q Maximum Size: Address: 5310 NCwl.on..b[ I . 45 CC 'a Zoning: ffp_ Use: (ZSS_ Property in the flood plain? IJO Lot Size: ~ 1.~-15 sq. ft. Lot Width: sc' dis ft• Maximum Lot Coverage: A-0 % A61 ' SQ. ft• Proposed Improvements: 1 Existing Improvement(s): House: Z017• sq. ft. House: sq. Additinn to House: sq. ft. Shed: sq. ft. *Shed: sq. ft. Detached Gazage: sq• ft• Detached Garage: sq. ft. Other: sq. ft• Proposed Lot Coverage: (Total) U0' 2~' % 2.11' 1 54• ft• 1' S R l O 8 R 41 - 'L Maximum Height: 35 g, Proposed Height: PCk. Ree&d 2S• S- ' Elevations ~ &I'l. (:z sq. ft. Proposed Size: 201I • L sq. ft. Aceess Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be sucfaced with concrete, asphalt, btick pavers or similar materials. For all uses other than one and two family dwellings, no vehide entrances or exits may be closer than 25' [o any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. Fox all uses, one access point per property is permitted. *Metal sheds in excess of 120 s.f, not allowed. Landscaoin¢ Notes For one-and two-family dwellings, one tree for every 70 feet of sheet frontage is required. ] 00% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street hees requiied: Shee[ trees provided: DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCT[JRE FOR BUILDING PERMIT APPLICATION Date: (p - 7 3 - 014 Applicant: dOd~,~ Phone# '303 "~{~o' Location of Construction: S37D Purpose of Construction: s~~~~ F,r.•~~<d ,L'ES~a~~ Building Permit Value: Single Family X Commercia] Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 S/o o. eo (for dceument processing) Single Family Residence Review Fee: E50.00 S 50 . o0 (for review of applicable technical documerts) CommerciaUMuiti-Family ReNiew Fee: •(for review of existing tectnical documents) $100.00 $ •(for review of technical documents for consWction in Right-of-Way, Final Drainage Reporl and Erosion Control Plan) $500.00 S CDOT Access Perntit Fee: $100.00 $ (for documem appliqtion and proccssing) Traffic lmpacl Study Review Fee: $100.00 $ (for documenA review and processing) Flood Plain Variance Review Fee: kfor dvcumcnl rcvicHand proc;essing) Class I Application: $300.00 $ Class I Publication/Notice N/A Class D Application $750.00 $ Class II Publication/Notice $90.00 $ TOTAL REVIEW FEES (due at time of building permit issuance): $ /So, o0 PLEASE N07'E 7'HAT IN ADDITION TO TfE ABOVE FEES, 7'fERH WII.L BE ADDI770NAL UCENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IIviPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature of Applicant Date Rcv ONOJ OF ~~T DEPARTMENT OF PUBLIC WORKS BUl1DING PERMIT APPLiCAT10N RFVIEW Date: 6 /9/0~-/ l,ocation: 5~~6 /v~/+JC~NJB~ S72'~T , Attention: Building Department I havc revicwcd the attached matcrials submitted in application for approvat of a SIN6L6 F/FHtLy .eES/D~.VGG at the above referenced address. Plczx note ihe summary commcn[s below. 1. ✓ Bourdary Closure: _ OK _ Na OK; rcfer to stipulations. 2. ✓ Drainage: a. Drainage plan and rcport needcd _ b. Drainage plan not neoded c. Lot drainagdgading to be reviewed by Building Division ✓ d. Si1e drainagdgrading provisions have been reviewed and ue: e~oz o vsv~o7- ✓ OK Na OK; rcfu to stipulations. 3. ✓ NPDES Permit Required: _ Yes ✓ No 4. ✓ Public Improvcmcnts: a. svett paving needed: Yes ✓ No b. curb and guner noeded: Yes ✓ No c. sidewalk needed: Yes ✓ No d. svicet lights neoded: Yes V No C. storm sewer naded: Yes ✓ No f. letter ot credit required: _ Yes ✓ No lf a Ittter of credit is required, for what improvements? Amount of lencr o( credit N/A- 5. Subdivision Agoement requ'ved: _ Yes _ No 6. Developroent Covenant required: _ Yes _ No If Yes, for 7. ✓ Traffic impact analysis and report required: _ Yes ~ No 8. State Highway Access Permit neoded: _ Yes _w- No 9. ✓ New roedway or alley R.O.W. dedication recommended: _ Yes ✓ No If yes, what is recorturcnded7 10. ✓ All ezisting dodicated roadwayslalleys moet the standards of the Ciry: ✓ Ya _ No ]f no, which do not and what is requested: i✓kA" 11. ✓ APPROVAL: The Public Works Depanment has rcviewed this request and hereby giva iu approval, subject w tLe above and/a attached stipulauons. G/9/Q--l Signature David F. Brossman, P.L.S. Date 12. /vAt NO APPROVAL: The Public Works Departmcnt hu reviewed ffis requcst and dots not give its approval forthereasonssnted: Signaturo David F. Brossman. P.L.S. Dare CsR.tD/N4~ GERT~F~~~O.~J LE7T6.~ F.~oM P.~. 13. ✓ Stipulationtanached: ✓ Yes _ No P,e<o,e Td 14. ✓ Swnnury Comments: s.... ae .o the existine Public Improvemrnts u a result of this conwuctan is to be repa'ved a mxt Cin sunduds bv the Pamii Applicant orior to the issuance of the Catificate d Occwancv A Dnimce Cutification Letta is reawred ona a[he issuance ot the Cutificate of Occuvancv. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 city of Whed Fatiat oepwvwa d vueac LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED & /9/oy Deaz Contractor: ADDRESS S-37a In conjunction with the apptoval of the building permit application for the above referenced address, this ]etter is to inform you that all exisUng public improvements ]ocated along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condiUOn, as determined by City of Wheat Ridge Public Works Deparcment, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to deteimine the existing condition(s) of the public improvemenu at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 r AFE, Infonnation ToBuildOn 'PR Englneering • Consufting • Testing Melody Homes, Inc. March 1, 2004 11031 Sheridan Boulevard Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5370 Newcombe Street, Lot 1, Block 2, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 tluough 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, daxed March 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geological Survey, 1997 Dear Melody Homes, Inc., Professional Service Industries, Ina (PSI) has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject ]ot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This summary is intended to provide information for the Homeowner and should not be used for construction or foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1) should be utilized for construction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring near the anticipated center of the subject residence. The boring was advanced to a total depth of 24 feet below the existing gound surface. Samples of the subsurface soils were collected in Che field and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring drilled on the subject ]ot generally consisted of 24 feet of overburden soils consisting of fill, sandy to very sandy clay and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILS/BEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that will swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape imgation. Professional Service Industries, Inc. • 4765 Indepentlence Street • Wheat Ritlge, CO 80033 • Phone 3031424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 1, Block 2 FOUNDATION RECOMMENDATIONS Job No. 532-35120 March 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type D- Footing Pads are considered the most appropriate foundation system for the single family residence proposed on this lot. Agrade beam and footing pad foundation system is utilized to concentrate the loads from the structure on the individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. 1n addition, a void box or air space is constructed below the grade beams between the footings or footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement Floors. Basement floors in the Front Range area are commonly constructed as either structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell potential of the subsurface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particulaz site requires an assessment of whether slab movement is likely to occur, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A siab performance risk evaluation as described in Exhibit A is typically used to provide such an assessment. Structurally supported floors should be used in all non-basement finished living areas in the proposed residence. Structurally supported floors are also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potential risk and homeowner responsibilities for maintenance of various items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the moderate risk category. As a result, a slab-on-grade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-gade performance has generaily been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they are generally not anticipated to adversely affect performance of the basement slab or foundation provided that ail recommendations for slab-on-grade construction and homeowner maintenance described below are closely followed. This discussion assumes the basement is non-habitable. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios aze normally constructed as slabs-on-grade and aze usually incorporated into the construction of a typical residence. In areas where expansive soils are present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in areas of expansive soils is variable and unpredictable. At the present time solutions using readily available construction technology considered to be within practical, cost effective limits are not Melody Homes, Inc. Job No. 532-35120 Skyline Eatates, Filing No. 3 March 1, 2004 Lot 1, Block 2 Page 3 of 5 available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should closely follow the precautions listed below for all slab-on-grade construction. These details will not reduce the amount of slab movement, but aze intended to reduce potenfial damage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moishue content increases can be largely controlled by proper and responsible homeowner maintenance and irrigation practices. l. Slabs should be sepazated from all exterior walls, column posts, interior bearing members and utility lines to a11ow independent vertical movement of the slab (i.e., construct a"floating" slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized urility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with mnumum 3-inch flexible connections beriveen the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that aze placed on the slab. In finished areas, all fiuring strips, drywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding ship. Doorways and stanwells should also be designed for this movement. Recommended construction details for partifions, doorways and stairwells are presented in Exhibit B. NOTE: Movement of slabs supported on ezpansive soils/bedrock could ezceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement. They are intended to prevent immediate damage to the superstruc[ure and serve as an indicator of slab movement. They must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundation or superstructure. The Owner should seek the assistance of a professional geotechnical engineer when considering patio and /or porch improvements. 5. Isolation of garage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individua] perimeter foundation drain system has been recommended around all basements and below gade habitable floor space. The drain should discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 Mazch I, 2004 Lot 1, Block 2 Page 4 of 5 pump should be installed by the homeowner to remove the water. The pump should discharge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water ttiat may accumulate azound the foundation, and ultimately keep water out of below grade areas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawl space areas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after construction. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the areas surrounding the foundation can affect performance of the structure. Our experience has shown that if the Homeowner properly maintains the items summarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with the shucture. 1. The backfill should have a posirive slope away from the foundation walls on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill areas. The minimum decline away from the house shouid not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low areas, these areas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bazk, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions aze buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill wcks and extend at least 3 feet horizontally from the foundation wall. 3. Particular care should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the struchue or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little irrigation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 L,ot 1, Block 2 Job No. 532-35I20 March 1, 2004 Page 5 of 5 4. Installarion of decorative landscaped areas such as gravel, bark, wood mulch, etc. is advocated as an altemative to planting next to foundations and exterior slabs. These areas should be underlain with polyethylene or geotextile fabric. To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorarive azeas should be consrivcted above the adjacent lawn or ground surface, and shouid not impede drainage with grass stops. Refer to Elchibit C far a recommended typical decorative installa6on. 5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fall within five feet of the foundation walls. Where practicable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundation walls. Lawn irrigation should be limited to only the amount necessary to maintain normal growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that aze summarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of construction that are different from those anticipated at the time of this writing. If significantly different subsurface conditions are encountered at the time of construction, the type of foundation and/or basement floor system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a stiimmary of our findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. C7~C~ Ryan Lepro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or neaz the ground surface throughout most of the Denver metropolitan azea. There aze risks associated with construction on, and living in areas of expansive soils that cannot be completely eliminated by either engineering or construcrion techniques. While the risk of damage cannot be eliminated, the home building industry has developed effecrive methods to mitigate damage. The detemunation as to whether slab-on-grade construcfion can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potential movement will result in unacceptable slab performance. What consritutes unacceptable slab performance is subjective, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately known or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the local and regional soil and bedrock profile and iYs variability, material types below the slab, engineering properties of materials below the slab, exisring stress state, density and moisture content of materials below the slab, swell and/or suction potential of the soil and bedrock material below the slab and nearby, depth and magnitude of future moisture increase, existing and future ground water conditions, presence and location of nearby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the area, surface topography, previous and future grading, surface and subsurface drainage, site landscaping, irrigation and vegetation. Assessment of futwe slab-on-grade performance involves consideration of all the above factors. Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and requires considerable experience and judgment on the part of the geotechnical engineer. Such an assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluation is an engineering judgment that is used as a predictor of the generai magnitude of potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell testing to deternune the measured swell percentage or swell potential of individual samples of a soil or bedrock material is an important consideration in this process and one that has been used extensively for more than 30 yeazs in the Denver metro area, the results of swel] testing performed on a given lot or subdivision alone aze only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unforiunate]y a lazge percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Service lndustries, lne. Paee 1. of 3 March 1, 2004 In an effort to provide some uniformity in terminology and provide a relative correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Associa6on of Geotechnical Engineers (CAGE) developed the concept of slab perfonvance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluarion and Residential Basement Floor System Recommendations". The risk categories developed by CAGE aze reproduced below: TABLEII RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell 500 sf Surchar e Representative* Percent Swell 1000 sf Surchaz e Low 0 to < 3 0 to < 2 Moderate 3 to < 5 2 to < 4 Hi 5 to<8 4to<6 Ve Hi >g >6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they are a judgment of the overall swell of the soil and bedrock profile likely to influence slab performance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling characterisrics of the soils and bedrock within the anticipated zone of moisture content increase (often referred to as the depth of wetting) below foundation excavation depths when considering all of the above factors. A current design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work constructed in areas with expansive soils will occur over tirne regazdless of the performance risk category judged to be representative of a given site or area. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies correlating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, inciuding insufficient and inaccessible repair and maintenance records as well as inability to survey the condition of existing occupied homes. However, the results of studies that have been performed recently in the Denver metro azea have validated this observation: Criteria used in the study to evaluate slab performance included a maximum crack height of'/< inch, a maximum crack width ofl/< inch, and a maxnnum differential elevarion across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the tkree criteria is shown below: Professional Serviee Industries. Inc. Paee 2 of ; March l. 2004 Basement Floor Slab Performance rn S 60 50 m x 'r 40 W O ~ p 30 20 ° Q 10 x o N 0 ~ = Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also known as struchual floors, aze generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There are other design issues associated with structura] floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect option and in many cases are not the best option. Based upon the combined experience of it's members, CAGE advocates the use of structurally supported basement floors on sites where the slab performance risk is categorized as high or very high. Some homebuilders subscribe to this methodology and their standazd practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feei comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro area to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate swell potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construction of residenriat structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedures. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 years. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc. cannot be precluded using readily available construction technology within practical, cost effecrive limits. Professional Service Industries, inc. Page 3 of 3 March 1, 2004 ~ Spike as required Partition I 1 for stability ~ ~ Molding, nail at bottom onl~ Void Space Drilled hole 11 A Concrete slab 111=i I~,,~~,_,j I I- Wood 2 x 4, nail to slab ~M~ Information VOID SPACE DETAIL FOR LI~~~ .ToBuildOn PARTITIONS ON SLABS Engfneerirg.consuni,g .resr;.g EXHIBIT B Brick or siding 5' Minimum Frame Rock or berk aree with downspout wall extended beyond edging Sod ~ • • i Foundation Wall I 1=' ' Perforated edging or equtvalent to allow release of water from rock or bark area ' Maintain minimum slope of 10% away [rom foundation Minimum 8 Mit Polyethylene or Geotextile Fabric sloped airay Prom foundetion under edging to top of grass ~M~~ Information RECOMMENDED LANDSCAPING LP~~ .ToBuildOn PROCEDURES Errgineering • consumng - Testing EXHIBIT c P LO T P L,4 N FOR W) MELODY HOMES INC. LOT 1 , BLOCK SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5370 NEWCOMBE STREET NO ~ 0 ~SETBACK ~ I o Lo I LOT 1 1 ~7,919sf. 1189 •r ~ I V l ~ ~ J i.i I ~I N I I~ I 9b~ ~ ,o' . ~ o, N I TOG = 50.7 L7-5. ~ TOF = 51.4 ~ ~ 2959 3 CAR `!j BASEMENT GARAGE Nj FlREPIACE O FR ~ , r N ~SE I~ ~ I "I~ I~ I I 40.1 co I I N 'lo I 0 I hl°oI ~ I .0, ~o ~lI ~ ,.o w LEFT w r 50.0 I ^ I I? ~ M IL oentwAr ~ I 17 10' 10' l.J.E 46.82 NEWCOMBE STREET ~c Q &v ISE D iK o6'/S -01 ROvED N.d% INFO STAKE: MODEL 2959 LH GENERAL NOTES 1. THIS PLOT PLAN OOES NOT SHOW LOCATION OF WINDOW KELLS FOR THEIR LOCATION SEE StRUGNRAL ENGINEERED PLANS. 2 DIMENSIONS SHONN AROUND THE PERIMETER OF THE STRUCIDFE AftE TO THE EXTERIOR FOUNDATION COFNERS 3. PR041DE ANp MAINTAIN POSITIVE DRAINACE AWAY FROM ALl FOUNDATION WALLS PER WARRANTY REOUIREMENTS. (O.SR MINIMUM SLOPE FOR CONCRETE PANSJ 6. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCTION MAY VARY. 5. FOR OUESTIONS REGARDING THE POUNDATION DURING E%CAVATION, FORM SETTING, AND HOUSE GONSTRUGTION REFER TO THE ENGINEERED FOUNDAIION PlANS. 3 CAR ELEV. A LOT AREA (S.F.) = 7,979 HOUSE AREA (S.F.) = 2175.5 COVERAGE= 27.57, BLDG. HEIGHT= 27,5 AVG. BIDG. HEIGHT= 22.5~ AVG. F.G.= ,Sp,-+„' & APPROVED FOR STAKING ° HOUSE AT MINIMUM SE7BACK LtUtNU: FlQ UTILITY PEDESTALS o z x CHECK FORMS BEFORE POURING 48 HOUR NOTICE REQUIRED WATER SERVICE 1E=PROPERTY LINE ~w o ' SQ SANITARY SEWER SERVICE BOW=BACK OF WALK z STAGGER REQUIRED ° 2 * LIGHT POLE FOW=FRONT OF WALK z~ ° 359 LOT COVERAGE FOR 2-STORY/ TRI-LVL 407 LOT COVERAGE FOR RANCHES ~FIRE HYDRANT ~=FLOW UNE -"--'-"--JETBACK ASEMENT CALL UTIUn NOTIFICATION MINIMUM SETBACKS: 1.,=30. O MELODY HOMES INC. CENTER OP LOLORADO FRONT: 20 0' SCALE: tfos> SNERIDAN BLVD. 1-800-922-1987 I ° ~ . SIDE:? 5'REAR: 10' DATE:05-12-04 WESTNINSTER C0 80020 oe534-6700 iv oa cx • ' REV: 06-16-04 . PHONE: (803) e66-1831 STREET SIDE:20.0 BY: BMA FAX• (303) ass-zsss MINIMUM BETWEEN STRUCTURES:~S~ JOB N0: SKY3 M ~ 11.3' 1 I u ) I I o I ~ 1~ 4 PORCN II I I B. I I _ ~-j I A I - _ ~ - - J ~ N - na... P~W61'w 4. .6 PARFET STREET I I 1 ~ i A C ~ i \ ~~p '4~4 ' W ~ 3~ s 1 2.94' - . ) - f I ~ ~m ' ~ il I ~ I N n ~ i E i^ ~ I I .rn " r fi ; ~ a 3'll. 16]'tl pY 3.n N • r~ ^m ~ O ry~ i ~ Orn i I " I ~ Ia ~#"y i I I ~ a. . : , r , w - - m> 0.00' ' . - + F.~.. . - ~ rr- i • ~ ' . » ~ . i~e F ei aal ~ r- \ f' J .e z ^ 311 .S3 _ _ P _ ~ , yi wu ry1 .ru i I Up i 1 IK I~ ~ d4 ~ i _ v.a ' L .i " s£i ~ ~ JI ~ ~ o _ - t 3'll G ~ z x - ~ STM/DRN TRACT I ' 120.00'00 Yl _ -1 i far~ ~3~ i ~ I I r.r I l i ~ I ~ ~2 I a a ~ I il J~ _ i ' '1V 120A0' i'n s _ v 3'II .G ~ ~ I^ y ~ - 1--kli - b~H ri u~ mc~ ~1 u~ I i TI I i i I . J e -J__ z - - ~ 20.00 ] 3'11 .4 3n .S 7 ~ ~ I 1 i A A 1 in s '>'49"V/ 120.00 9 : n I i I I ' , F W I a ~ W d ci. ( t i O m tLJ { ~ MI y a w ` F rA W QF'i N ' ~ z ~ ~ W ~ ~ OS TRACT / a / 7------ 1 / ~ / I I i lu x LS'6l l I 64 94.685 1 .1'R ~ 3' LLE x~ H~ 1 ~ -=`-'-ti yOi ~I 4 l=kF w G 6~si \ \ _1 a. ~ S 6'LLE Y c 649~3 ~ \ R au _ L_- eia \ ~ R \ u 6... ~ G # ~ "I ~ i 4 • ~ , I o,N a0 TL-------- - J no ; r ~.c. ~ 64 94.6~5 za ~ s_uc y ~ . Z a~ NO TR A t " ` ' . ' . I j 1 I u 0 55 1" 1 i Z" tt L ~ I . I i LI ~ ~ L _ _ _ " 8 STORM/DRAINAGE TRACT $ ' S x L 6Y 9+.685 ..r _ ~ - s~r----_ - k ~ ' i S~x i~ OAI ~ ~ I i x U 6uai I ry j ~ M y aY I ~ iJ I I ~ I I 1~0 1 am : i~ L L_ _ .oo oz r V y w.r . r.r a . s u c u _ R ~l I OW 1 ~ W 1 o R ~ ^ I z ~ z 4 ien1 ~ I i 1 ia ! '~~00~ ~ i ~ g I L~ _ ~ mJ I fi° 4 ~ ~ z I ~ "L-== L -ruc l 6f8 g off r - - Y ~e ~ E k4 ~ ~+I R l iO$ L.I.i t ~ Y t ~ ~ ~ ~ _ ua ` i n•'~ + ~ ' m I I I p~ I L ~ L-- = L----- . Y ru~.ip~ = o;r- 4 i ~ ~ ~ ue' ~ ~ i i ~E ~ 4 ~ ' ~ I 4 ~ ~ I~E ~ S I ~ S ~ I I I ~ ~ IOI~q 12 ~ O ~ T I I n~O'D I YYw I OI I ~ fp ~ ~ I IQO . I~ ~1 1 _ O~ ryp Z I ~ :~L _J~ LQ R L--- _ ~ _ . 00'OZL= u.c „p 6t 94.6B r ~a 9 r.r ° e' ~c a - _ 04 - O ~ 4 ~ P.P W I j~ .v L ~ • ~ Z ,6b~ 1 1 1 ~ I i 4 8 I ~ ^ ~ V• I ~ ` ~ Ima ' z p L-~ r - ~ U.E. ---J " ' L ,00'OZl , • 589'464 ~ ~ TRACT C 0.22 ~ 227.6 VARIES PER PORCH 8" 6X6 WELDED WIRE VARI W80 3PRIMED 4" CONCRETE SLAB FABRIC. 4" CON 12'-3 1 /2„ VARIES PER PORCH 8" 6X6 WELDED WIRE ON GROUND. BREAKOUT STEEL SHOP PRIMED ON GR o _ - =I' ~ W8X13 4" CONCRETE SLAB FABRIC. 2'_g~~ 9'-7 1/2" 3'- ON GROUND. BREAKOUT STEEL _ ~ I 11~. I I =III= ~w ~ _ ~ ~ =1 1~.: TOP AND BOT. CONT. REINF. d- BLOCKOUT ~ TOP OF HAUNCH TO ~ HAUNCH FOR TOP OF BE 8'~ BELOW TOP ~ ~ ~ BEAM. OF WALL CD 2-#4 X 5'-0° BE FLUS TURN SLAB EDGE I o OF WALL DOWN TO HAUNCH BRACE WALLS ~ AS REQUIRED. BEFORE o0 BACKFILLING. ~ w w 0 i tI} ~ C~ o ~ ~ ~ W op 2-#4 (SIZE VARIES ~ ~ 3 N ~ ~ LsJ r-, 2-#4 (SIZE VARIES PER PORCH) PER PORCH) z ANGLE EXPANSION ~ JOINT. SEE SECTION 1 FOR DETAILS. .r POLYETHYLENE ~ 1 ~_T i' ~ POLYE . r rr' -III I SEE SECTION 1 1-- VOID BEYOND, SEE SEE FOR DETAILS. VOID PLAN FOR LOCATION. PLAN BEAR ON UNDISTURBED PLAN F { r HAUNCH AT END OF PORCH. HAUNCH AT t T' 4 S~ 2x6 PLATE W/MIN. 8'~ 4'-0" F S. y 2-1/2"~ ANCHOR 5" MIN. BOLTS TO BUTTRESS. f i TOP AND BOT. CONT. REINF. 1 1/2" CLEAR 1 1 ~ 3'-10": 2-#4 X ~j AS SHOWN. BUTTRESS T d.~- it'. - L= ~~t ~ FOR BEAM. 1'-6" (1 EACH FACE) ~ SEE SECTION 1 ON SNEET S-2 2-#4 X C° ~ e- ~ J w (/'1 w w FOR VERTICAL AND HORIZONTAL ~ i~ W V J N CU ~ ~ J ~ ~ ~ ~ WALL REINFORCING, IF REQUIRED. r° ~ ~ V V Qo w w 'Q f1 ~ o~ tU ~ ° i #4 X N DOWELS C~ 8" O.G ~ 4 ~ s 1 a - 93 _ 4 71 4 PAQ >>-o ~ 10" INDICATES 2X PLATE LOCATION. PROVIDE 1/2"~ X 10" LONG ANCHOR ~ t » 26 ~ X 1 a ~ ~ Q °D~a ALTERNATE DIRECTION BOLTS ~ 4'-0" O.G UNLESS NOTED YY - 5 EA. WA`s ~a T~ ~ OF LEG IN FOOTING. OTHERWISE ON SECTION 1, SHEET S-2. 1 1/2" CLEAR 0 0 EMBED BOLTS MINIMUM 7" INTO CONCRETE. PROVIDE MINIMUM 2 BOLTS PER SILL PLATE PIECE f 2-#4 X N~--~ N AS SHOWN. CONCRETE 4 -4 SLAB. WITH 1 BOLT LOCATED WITHIN (1 EACH FACE) 12" OF EACH END OF WALL OR SILL PLATE PIECE. TYPICAL. .~.E - W12X30 iii-iii ~ 3"~ SCHEDULE 40 - ADJUSTABLE STEEL PIPE COLUMN. AT SEE SECTION 1 =,III=~ ~ o J EACH END. FOR DETAILS. v ~ I z J ~ o ~ NOTCH FDN. 12" MAX. FOR ~ ~ a DOOR & MAINTAIN 16" MIN. irr > BTWN. ROWS OF REINF. i o W f' . BUTTRESS CONSTRUCTION f MOVE ANCHOR BOLTS AND PLATE TO OUTSIDE r= Y' o FACE OF WALL TO OMIT '°'..p°° ~ BRICK RETURN. ELEV. B C° AND C ONLY. INDICATES PLACEMENT OF VOID = MATERIAL UNDER GRADE BEAM. _ ~ ~ INDICATES PLACEMENT OF VOID J MATERIAL UNDER GRADE BEAM. B A S E ~%I~ I~~° WITH POLY. TYPICAL. ~ I.i N ~ BA N j~ ~ p0 B A S E M~ (~1 I WITH POLY. TYPICAL. N _ 1 a0 ~ o j _ ~ X ~ X ~ i ~ ~ ~ i~ I ~ 16" FTG-TYPICAL ~ i~ J ~ UNLESS NOTED ~ N 16" FTG-TYPICAL ~ UNLESS NOTED - t a. ~ 1, N f ~1 I pp N t }c N N ~ ~J I 00 7 O N i p O ~ STEP TOP OF FDN. 8' ~ - ~ STEP TOP OF o -4 18'-5 1/2" FDN. 8" d. 2'-0" - = ~ ■ ~ - d- 16'- 3" t E_ - r- n r r PORCH Fw _n_ rye ~ - ° o ~ STEP TOP 0 rr ~ ~ FDN. 8' _ ~ ~ - - - - - 0 1 1~ 4 BLOCKOUT WA L i r i 9 ~ FOR PORCH B AM, ~ L --1 TYPICAL. EXTEND REINF. TO 6'-4" 3' 0' 4'-0" '-4' 2' 6" 5'-6" 3'-3 END OF WALL TYP. 6 -4 3 _ 4~_~,~ ,_4 10'-0 1 /2" 6'-6 1 ~2~~ 9'-7 1 /2" 9'-9 1 /2" 7'_p" 'err . s r z 16'-11" 11'-3 1/2" 16'-11" ' i ~ Y ~ v`. ~ _ i 10 I v}' " uv ! I vM JurruK I tUt~L UN 8_' OR 10 ~P! ERS DRlLI~ ED MIN. 3'-0" DEEP & 2• PROVIDE A VOID SPACE ABOVE OR BELOW PARTITIONS OVER SLAB ON E-LEVATION C PORCH 1/411 0-ft o EL~vATT 1. SEE ARCH. PLANS FOR DETAILS. 1. SEE ARCH. PLANS FOR DETAII DEEP GROUND. DRYWALL OR PANELING TO BE APPLIED TO ALLOW VERTICAL SHEET NO. MOVEMENT AT TOP OR BOTTOM; COVER WITH MOULDING. SEE DETAIL 1. 3. WRAP STEEL PIPE COLUMNS AND UTILITY LINES WITH 3 LAYERS OF 30 2. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. 2. SEE PLAN AT RIGHT FOR CON LB. FELT WHERE THEY PASS THRU SLAB. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 3. SEE SHEET S-2 FOR SECTION 4. GROUT BEAM POCKETS SOLID AFTER BEAM IS SET. S-1 5. PROVIDE REINFORCING A~OUND DEEP BASEMENT WINDOWS AS SHOWN ON DETAIL 2. of z u 4000.5/2000 r: 58'-0" 12'-3 1 /2" 22'-4 1 /2,• :J 2'-8~~ 9~-7 1 /2" 3'-4 1 /2'~ 5~_4~~ 4>- 4" 10'-0~~ rr 2 1 r - 4040 t 0 16" FTG-TYP CAL I UNLESS NOT D S EP BOT. OF b F N. 4'-0"f. d- INDICATES PLATE LOCATION. TYPICAL. NOTCH FDN. 8" MAX. OR DOOR & MAINTAIN 24" MiN. BASEMENT oD o °i - BTWN. ROWS OF REINF. ~ t. ' OPTION L n SAT OPTfONAL DOOR O LY). a STOO - - - l CONCRETE I- HAUNCH A STOOP ONL . ro STEP TOP F FDN. 10". N Y~ R l; N ~~r-,~. vv~v rri ~ r1 ~vL i ~ i r~t~HL. ~ w w w(~~ v o ~0 0 d' a i ~ ~ V ~ w ~ w 'd, ~ "~~y ~ V as G.. W 4J t"~ 1L ° ° Z d' V 4 CANC. ~ L.AD QN GROUND Q o so in ~ ~ ~ M A N r e°- f i! » ~ at r-- r 4 fl 1~- 94 Q Q I cv ca ~ ~ ~ a< Q w ~ c~ z w ~ O z ~ - ~ N STANDARD FRAMED BEAM o CONNECTION OR WELDED - EQUI VA~ENT. h BEA M 3~ ~ FTG. LD ED I N N 7ftf w iii iii ~ 2~~0 0 Q - a p NOTCH FDN. 12" MAX. FOR a m DOOR & MAINTAIN 16" MIN. d ~ N J Z BTWN. ROWS OF REINF. ~ ~ N ~ o 0 LJ W z ~ MOVE ANCHOR BOLTS `V AND PLATE TO OUTSIDE R a ACE OF WALL TO OMIT BRICK RETURN. ELEV. B f k AND C ONLY. Is ~T ~J 0 t L I rv._ `°'R . Y` i~ 9. _ 4» ~ l~; - 10'-0" y i M DATE: 3-5-04 o~~~oNA~ 4t 1. SEE ARCH. PLANS FOR DETAILS. 1 T' i 1 1 REVISED: 2. SEE SHEET S-1 FOR COMPLETE FOUNDATI0 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & Y DRAWN: MR/LW x~ TYPICAL PORCH PATIO & STOOP CONSTRUC TURN DOWN SLAB EDGE 12" BELOW FINISH ~.a~~ e CHECKED: MR/WC GRADE BY 8" V1hDE. REINF. W/1-#5 CONT. T=, - TOP & BOTTOM. SUPPORT EDGE ON 8" OR S ~ r JOB N0. 8401160 10"4i PIERS DRILLED MIN. 3'-0" DEEP & TO SOLID BEARING (OR CONCRETE HAUNCH WHERE SHOWN). PROVIDE #4 DOWELS ~ 2 FROM WALLS TO SLAB. SLOPE SLAB AWAY COMPUTER FILE: FROM BUILDING. M-2959AC-----F- VIV UC 10- IL L, SHEET NO. s MMU 1 A of 2 4ooo.5izooo 2X PLATE ON TOP OF BEAM. DOUBLE 2X PLATE. I .l-'__ 4, SEE DETAIL AT RIGHT FOR PLATE AND BEAM POCKET PLACEMENT 8» WITH DOUBLE PLATE. FOUNDATION 2-#4 TOP & BOT. WALL. ft u CONTINUOUS. , BEAM POC DOUBLE PLATE AND t d. r ~ BEAM POCKET CONSTRUC BRACE WALLS BEFORE ~ e~ - BACKFILLING. Z i P } a_ 2 CO J. \ . ~a ~r , i 1 SEPLN 4^ A o ~ j ANGLE EXPANSION JOINT. ~y i~ t 4" CONC. SLAB ON UNDISTURBED - -y,~ SOIL OR COMPACTED F►~~. a z SCORE JOINTS IN SLAB AT I- MAX. 200 SQ. FT. AREAS. ~ ~ ~-III, ~ ~ #4 ~ o ~ ~ J 0° ~ R0 c~ i :S ~ - ~ ~ 4,> rn PL o Z - E ~ ~ GR PROVIDE #4 X 1'-6" DOWELS ~ i r 1 } m r (a~ 2'-0" O.C. MAX. (MIN. 2 I ~ L 4" VOID BEYOND, SEE DOWELS PER PAD) PpLY. SEE BE PLAN FOR LOCATION. SEE S01 i PLAN BEAR ON UNDISTURBED PLAN SOIL OR STRUCTURAL FILL. t Y 1 - _ SECTION 1 ~~2~~ . ~~_o~~ ~~CTION 2 J'- REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. i ' d j f F ~ o.~ ~ I.8" I. - 2-#4 TOP & BOT. N r ~ s . • ~ ■ J 9.~.... h CONTINUOUS. t~ Q ~ EMBED 2X8 OR 2X10 CONTINUOUS BEAM POCK - - LEDGER W/2 ROWS OF 20d FORMING FLOOR FRAM w nnniicT ~ 2-#4 FULL HEIGHT ~ m NAILS ~ 12" O.G (1 TOP & 1 BOT.) STEEL PIPE COLUMN SEE P LAN, OF FDN. WALL. fEIGNT ~ w o ►L cn ca N SIMPSON U210 HANGER PLYWOOD S M 3/4" T & G SUBFLOOR i ~ BEND 1'-6" AVER AVER ~ ~ ~ v~ ~ a r, . • TOP OF WINaOW. 'L~ LAG SCREWS AS REQUIRED FOR 4 _ 1 STABILITY. - , i s DRILLED HOLE 17. i~ ~ `V FLUSH GNU- N 2X10 FLOOR JOIST, K s:' Z 2-#4 UNDER MOULDING. NAIL ~ ~ ~ SEE PLAN , - GRADE AT A GRADE AT AIR SPACE r i POLY. SEE SEE SECTION 1 Li_ E t L. 4" VOID BEYOND, SEE FOR DETAILS. POSY. SEE SEE SECTION PLAN PLAN FOR LOCATION. BEAR ON UNDISTURBED 4" VOID BEYOND, SEE PLAN BEAR ON UN SOIL OR STRUCTURAL FILL. PLAN FOR LOCATIf3N. SOIL OR STR BEAM TO WALL CONNECTION 'P`te i t. 1 f I ~~,1 i T _ ' i , Y d it' _ ~4 GARAGE OR CRAWL S Y _ T ~`D~ '~fe TOP ROW OF REINFORCING. l MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT 1. - t_~ 2'-6" MIN. WALL. 1 C ii STOOP SLAB. FDN. ~f'~ .T' WALL BOTTOM ROW OF REINF. EXTEND INTO BASEMENT WALL r }f i 0 i N HAUNCH -i INDICATES PLACEMENT OF VOI MATERIAL UNDER GRADE BEAM. e r SEAL VOID WITH POLYETHYLENE. .i i W- 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION.- o f L. t i' - -,i r L°` - `6. i (1 EACH FACE) is i i n i i ~ i r i i r~ r- -r- n fi ~ TYI~Tral ~ni i~i It h H U I~ h V C I /-X i L 1i2 = 11-011 AT BOTTOM ST vl vve-N i JsNwe vv r-\IiI....ylVl L.JI1VllVV I U YYHLL. I r-%t-L- ~wuv~ivrv~ arrvnt J I HK IINIi C;UN51 KUCTION. 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVATION TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. (ATI ON ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPACE 1'~kZ40'N to i 000% rtr- r n T I - d i r r i 1 i 1 1 ~a_ i INSPECTIONS WILL NOT BE MADE UNLESS THlS CARD IS POSTED ON THE BUILDING SiTE 24 HOURS NOTICE REQUIRED FOR INSPECTfONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-591 INSPECTION RECORD JOBADDRESS 1ve 01 CCVL1rl~ v~ BUfLDING PERMIT N0. DATE ISSUED TPE OCCUPANCY OWNER. (r'1~If KbI ('C.Y CONTRACTOR 2t.tGQeLi a'itn'f2V'1 aS I-oC - ~ SE76ACKS FF10M PROPERTY LINES: NORTH SOUTH EAST WEST I INSPECTOR MUST SiGN ALL SPACES PERTAINING TO THIS JOB (NSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUfl NO CONCRETE UNT1L ASOVE HAS SEEN SlGNED Concrete Slab Floor: ! Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical a - Air Test Gas Piping - Rough Heating & Ventilation Framing lnsulation Drywall Refrigeration Electrical Un, OCCUPANCY NOT PERMITTED UNTIL CERTiFICATE OF OCCUPANCY IS lSSUED . PROTECT T141c rwnn r.,.,.. 11 ~=r 0 ~CD o~ 'o ~ im ~o 'o ~ ~ s m < m v m m ~ 3 m a m ~ d 0 ~ ~ N ~ CD 0 m s ~ d ~i L. 0 Q Y ~ y D Q O „ , y n O O ~ C (D Z n ~ W 3 ~ o v r*~v~m 0' W (D < m 3 N~ r Z~N 3 0 ~m z 0 (D N ~ 'v ~m -o -q