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Home My WebLink About5360 Nelson Street} INS'Pf&T10bJ 11ASPECTION ONLINE FOR . http://www.ci.wheatridge.co.us/inspection INSPECT Cancellations must be submitted via the online form before 8 a.m. the day of the inspection ?,�-f Occupancy/Type It -W Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments eathi Mid -Roof —11 Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments 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. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building 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. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather A a City of Wheat Ridge Residential Roofing PERMIT - 201706761 PERMIT NO: 201706761 ISSUED: 08/30/2017 JOB ADDRESS: 5360 Nelson ST EXPIRES: 08/30/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Oakridge asphalt shingles with 37 sq. *** CONTACTS *** OWNER (303)525-4049 LOOMIS SANDRA G SUB (303)646-9300 Dan Elliott 022311 Assured Roofing 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: 15,000.00 FEES Total Valuation 0.00 PAID Use Tax 315.00 Permit Fee 283.55 ** TOTAL ** 598.55 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. 'I* � I le City of Wheat Ridge .. r Residential Roofing PERMIT - 201706761 PERMIT NO: 201706761 ISSUED: 08/30/2017 JOB ADDRESS: 5360 Nelson ST EXPIRES: 08/30/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Oakridge asphalt shingles with 37 sq. I, by my signature, ereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable buildi codes, and all applicable mu 'cipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal own r of the' roperty and am a o zed to obtain this permit and perform the work described and approved in conjunction with this permit. I fu her attes that I am le Il u orized to i de all entities named within this document as parties to the work to be performed and �t all wok to be peri d 'iasloseyiis document and/or its' accompanying approved plans and specifications. Signature Signature of OWNER `or C'O'NTRACTOR (Circle one) Dili ' 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 originalpermit 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 androcedures 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 anting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable c deo ny ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. To. Dan Elliott Page 2 of 2 2017-09-06 21:27:06 (GMT) 13036460034 From: Dan Ellio 1,8121 E. Hampden Ave. ('-112 Aurora, CO 80013 (0),303 -6415-9300 (F) 303--646-0034 e" Homeowner's Narne:.:�i'>„�)” Home Phone� k", CL -11 Phone: Aciclress� 6, -Ernail & Fax: Insurance: Decking Gheets:,i-,l ... Torch Down: Ice & Water i2 Shingle Colo ------------ Roof Style: Base Sheat, AN Tear Off:_ I Valley Type:_ Pitch: Rid TyRoof of Stack/5LDriEdge: e:, p . --- tic ---- A� Vents/Size__ Gutters:-----_ Gutter Color:PJ Insurance replacement and repair: ASSjjred Roofing Inc. agrees to work with hOMeOW11erS it-ISUrance cornpariv for U" rep:ncements and repair for all trades ( raaf, gutters, sid,nq, paint, vvi nclows etc_) deemed damaged per insurance lotis, Assured Roofing Inc will dc work on irornemvners company's esItmate cf the replacements cost value (RCS!), and homeoviners deductable .tater or, the insuranze loss statement. Homeowner agrees to give a copy of their insurance loss statement and authon7os to h;ive Assured Roofing Inc work. with homeov,,ners insurance company, Homeowner agrees to raVe Assured Roofing inc. to do the work their irsurance pays for, Homeowner agrees to pay Assured Roofing Inc. total cost of replacements or repairs (RCV) as Jeemed by homeowners Insurance company, plus deductable, insurance paid sLpplen-vents,overhiaad and profit, and any darn 3 ped decking not covered by insijrance company. Insurance replacement cost value homeowners initials, �k` A14- Assured Roofing Inc. hereby purpose to furnish labor and materials cornp:eted in accordance with contract provisions and spedficatioris for the SLIM total When ameplted, this becomes a contract subject to ail terms, candidtions and exclusions, and can be withdrawn from the company if not signed within (30) dayG of receipt. Buyers right to carne?: If for any reason authorizing party decides to terminate contract, they may do so within threin ',I) business days lrorn the date the agreement is signed. Notice to cancel must be in ivriting and postmarked no later then the (2`c1 business day from the daze of the contracts execution. I/Owner have read both sides of this contract and do understand all terms, ronditioris and excluoic.4,1is within the contract, and agress tha[ all details of this contract are satisfactory, I further understand and agree that this contract repro-aents the entire agreement between I/owner and Assured Roofing Inc arid agree that any changes or alterations to this contract must be in writing and fully executod by both parties. � offSales Represent Accepted l?v 11 Owner: 0 a te: Dan Schultz From: no-reply@ci.wheatridge.co.us Sent: Monday, August 28, 2017 10:48 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 5360 Nelson St Wheat Ridge 80002 Property Owner Name Tom & Sandra Loomis Property Owner Phone 303-525-4049 Number (enter WITH dashes, eg 303-123-4567) 117 Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Loomis.pdf Contract CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Assured Roofing Inc 022311 303-912-7566 18121 E. Hampden Ave C-112 Aurora, CO 80013 Contractor Email Address Contact@assuredroofing.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Contact@assured roof ing. com 37 Project Value (contract C5000D value or cost of ALL materials and labor) Are you re -decking the No ✓ roof? 118 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof. Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No 1,1Z Yes 37 squares 5/12 pitch Owens Corning Oakridge Asphalt Re -roof house only SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 119 I certify that I have been Yes 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. Name of Applicant Dan Elliott Email not displaying correctly? View it in your browser. 120 (-I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: �Y S Permit Number: ? l7v [ n Ij {./ -AIV ❑ No one available for inspection: Time 77,-1,/ / ('j, Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:— r 4/7 Inspector:) DO NOT REMOVE THIS NOTICE 1 t CITYOF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M , d Job Address: S-5&0 (UeS-I- Permit Number: n -PQ r'70 G `7 % 1 - 0 of ply rsy�'�i ❑ No one available for inspection: Time AM M Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: 4 8 Inspector: 1 b DO NOT REMOVE THIS NOTICE MMIMME! Complete ail information on BO"T"H sides of this form Buil ding Division Valuatio 9 PROJECT * 3 ,, s P t any of the provisions Of the buMing code or of any testy rar n' s, .. e trtts presuming to give authority tee violate or can the rov =ss�o s of t building odes or other ;"C :'fie xis? es of the Dty ss�ialP r3t�t � lid , � � g � fig' a � -'" -� 'y R max.. 4 C� - Q a , �» . ^Vllvvlll m X �� + V ) v 4- - - q N!l , �» . ^Vllvvlll m X ci- �� + � q N!l ci- �� Permit#:201301496 Issued: 12/09/2013 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Contractor: For the Following Purpose: Residential Deck 0; • change shall be made in the USE • NEC this building without prior notice NEC and a new Certificate ♦ Completion NEC from the City of Wheat Ridge. ♦ i CITY OF WHEAT RIDGE �-r Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax rl INSPECTION NOTICE Inspection Type: - - - Job Address: Permit Number: n!? ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No t When corrections have been made, call for re- inspection at 303 - 234 -5933 Date Inspector. _ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: G 0 "f - Job Address: 673 6 t�) Y),a � S Permit Number: 0'i l fi es ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No "When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: /f u 2 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 091844 PERMIT NO:. 091844 - ISSUED: 09/01/2009 JOB ADDRESS: 5360 NELSON ST `EXPIRES: 02/2.8/2010 DESCRIPTION: Reroof X33 sqs. CONTACTS owner 303/345-.2563 Sandy loomis sub 303/443-5843 Conrad A.Kawulok 01-8891 B &.M Roofing of Colorado PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION:. UA -BLOCK/LOT#:-.0/. **.FEE SUMMARY ESTIMATED PROJECT VALUATION: 9,652.00 FEES Permit Fee 235.70 Total Valuation .00 ((C hL~ 7~4 Use Tax 173.74 1f $ TOTAL - 409.44 "-onditions: Snail installation mid-roof inspection. required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire ;roof. Ice and cater shield required from eave edge to 2' inside exterior walls. Subject to field inspections. 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for. work under this. permit. :Plans. subject to field inspection. Signature of con - for/owner '.date This permitwas -issued in accordance with the provisions set forth in. your application and is subject to the flaws of the State of Colorado and to the Zoning Regulations and :Building Codes of Wheat. Ridge,. Colorado or any other applicable ordinances: of the City. This permit shall expire 180 days. from the issue date. Requests fore. an extension must be received :prior to expiration date An extension may be granted at the discretion of the Building Official. If this permit expires, a new permit may be. acquired fora fee of one-half the amount normally required, 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) year. If changes have been or if suspension or. abandonment exceeds one (1) year, full fees :shall be paid for. a. new. permit. No. work of any manner (shall be done that will change the natural flow of water causing a drainage problem. . Contractors shall notify. the Building Inspector twenty-four (24)I hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval of drawings: and. specifications shall not be construed to be a permit for, nor an :approval of, any :violation of the provisions of the.: building codes or any other ordinance, law,'.. rule or regulation. All plan rev' w ubject to field inspections. ignature o Chi Building official date INSPECT AN REQUEST LINE: (303)234-5933 BUILDING. OFFICE.: (303)235-2855 ,EQUESTS MUST. BE MADE BY 3PM ANY BUSINESS, DAY FOR INSPECTION THE_:FOLLOWING .:BUSINESS DAY. of W"E°r City of Wheat Ridge Building Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 o Inspection Line: 303-234-5933 OGORAO Building Permit Application Date: V l Plan Permit q' g< Property Address,; 5360 NELSON Sr Property Owner (please print): rjANOV L09tn=5 Phone: 313q5 01-563 Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: 64M R„~ 1or~o Snc. Contractor License 1 7 1 G e2. Phone: 31 i1 q3 - 581f Y Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ 96 5 a. Description of Work' (as calculated per the Building Valuation Data sheet) R£hW Vr All L..~.tf S ~1~ r =MST +CE 4 W AT£Z SN1HD Plan Review (due at time of submittal): $ :rNyTALL TTAss".3va ?".rTXQVr ;OYA DSMrNSE°NAL SHTA46LE Sq. Ft./L.Ftadded: Squares 33 BTU's Gallons Amps OWNERICONTRACTOR 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: QirtENr TAVSOa SIGNATURE: Date: I D9 . . ~ ~'i,4~~~'~?IPJ~'h"i:}4~?ar;s•:p ~~ny,~yi~~PS`.'u'r"¢3rox-ad.'4~?tta~~aA!'".7'~~ r . . ` ' COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (308-2345933) Building Permit Number : 18472 CITY OF WHEAT RIDGE ~y~ 7500 WEST 29TH AVENUE o~ WHEAT RIDGE, CO 80033 - (303-235-2855) Owner: SANDY LOOMIS Property Address : 5360 NELSON ST Contractor License No. : 18278 Phone : 345-2563 Company : Tuff Shed Inc. Phone : 399-8833 pWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation : I hereby ceNy that the setback distances proposed by this permit application are accurate,.and permit Fee : do-not violateapplicable ordinances, rules or regulations of the City of Wheat Ridge or c8verlAnls, easements or resVictions of record; that all measurements shown, and allegations Plan Review Fee : $0.00 made are accurate; that I have read and agree to abide by all conditions printed on this 'appiicaUon, and that I assume full responsibility tor wmpliance with the Wheat Ridge Building USB T8X : $0.00 Co~ C.) and all other applicable W r'~t Ridge rdinanc , for work under this pe t. ~~///y' : O.WN (CONTRACTOR)SIGNE ! DATE ~S a I Total $0.00 ~ USe: bescription : 10 X 12 STORAGE SHED (NO FEE PERMIT) BUILDING DEPARTMENT USE Approval : TRC OK Zoning : pRD I ~ApProv~al CR Ibles a~+dg~tor f7easQ rN~ov --~cT~ • -••o~o~e ilitiLyi[Y l.p"an and re9~fiProvemen~ a°catingp foPc S°bmittcY~h~ SPonsi6l ~~e6Alapmen°rdmd to 11 orT~psresuh,i,(gt~hreoplyna~ t,~JanYco nPnstr ~durds. in "or.,.. t ru: ; NO ISSUES. 317105. MUST BE PROPERLY ANCHORED ON ALl CORNERS m Approval : , Occupancy Walls : Roof : Stories : Residential Units : Electrical License No : Piumbing License No : Mechanical License No : Company: Company: Company: Expiretion Date : Expiration Date : Expiration Date : ApProval: ApProval: ApProval: (1) This pertnit was issued in accordanca with the provisions set forth in yopur application and is subject W the laws of the Stale of CobraOO and to the Zoning Repulatlons and Building Code of W heat Ridpe, Coloredo or any other eDPlicable ordinances of the Ciry. . (2) This permit shall expire if (A) the work authorized is not commenced within siaty (80) tlays hom issue dale or (B) the builtling auMOrized is suspended or abaodoned for a period of 780 days. .(3) If this permit expiies, e new permif may be acquired for a fee of one-half the amount nomially required, Drovidetl no changas have been w will be made in the . wiginal plana end specifications and any suspansion or abandonment has not exceeded one (1) year. I( changes are made w if suspension or abandonment . exceetls oire (1) year, lull tees shall be paid tor a new permit. .(4) No work ot any manner shell be done that will change the natural Flow of water causing a dreinage problem. . .(5) ConlracWr shall nollfy the Buildin8 Inspector Mrenly-four (24) hours in advance (or all inspections and shall receive written approval on Inspecuon caM before praceediing with successive p ' b. . (8) The issuan miit e approval o 'ngs and speciFlCations shall not ba consWetl to be a pertnit for, nor an approval of, any violaUOn of the orovisio mWrCi mdps olhar ordinance, law, rule or regulation. Date '4~ 3/7/2005 Chief Building Inspector ` - Please sign Terms and Conditions on reverse side of paye. 0 ~ n ~ ~ O n s ~ m ~ 0 x z 0 v ~ m ~ ~ a m O~ 0 3 c ~ o c O ~2 ~ O ~ 3 S c tD n ~m o ~ c ^ D Ao ~ ~ m ~ F m ~n W m O T O ~ ~ x m T 0 r 0 ~ Z G) v c ~ O C/) m m D r 0 m n v ~ O Z ~ ~ O 0 m ;o ~ m c ~ m D g ~ z ~ ng o d m ~ < u n~ S a 0 m y ~ a c .T7 ¢ `g- m' m f v- a a°m 3 R S m a ~ a w 0 ~ JJ n=s ^90 o~ ao !5 0mcy ~F ~ N N = y ~o a~ 1 ~na 0 m ~ o ~ O ~ O m s~ mQ 0 a g~ m 'o N~ 0 n o 9 N ry a 3. N O N ~O ~ c d n ~ m ~p m ~ a Ei o m N pj d N ~ Q N ao 0 c A ° y A ~v m a r: ~ ~ y I~I Y~I ~ l ~ O n ~ b ~ l 1 ~ Date: A Certificate of Occupancy 1 Complefion has been requested for: ADDRESS: PURPOSE OF STRUCTURE: Building Department Approval_ Remarks: Zoning Approval: Remarks: Public Works Approvah p ~ J,102-6 1ey Remarks: Fire Marshall Approval: (If Applicable) Sanita4ion District Api (If Applicable) Remarks: Water District Approval: (If 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 PERMIT N0.( OWNER Y~lC~.~-1_.c^f.-,- 12I./~ CONTRACTOR ` SETBACKS FROM PROPERTY LINES: NORTH DATE ISSUED SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings ._<J " "`y« Caissons Reinforcing or Monolithic Weatherproofing rEmp POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ~ \ DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ~ ~ ~ J ~ ~ Q ~ U V ~ Concrete Slab Floor: Electrical (Ground Work) Plumbin9 (Ground Work= r-3 0 -a Heating (Ground Work) Rough Electrical y-10-04- Rough Plumbing I'/ -o4 Wr Air Test Gas Piping Rough Heating & Ventilation a 1 Framing 6RRLsY~"J Insulation tul Drywall Nailing ~ z f ' ' Roofing Refrigeration Elec[rical Underground Final d Electrical r n - o ~ Plumbing ~ I U . 2l -O(-) Heating & Ventilation l _ L) , V Frame 16 0 R.O.W. & Drainage Fire Department , Parking & Landscaping 22 0m 06t OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER TYPE OCCUPANCY F- a = w 0 0 F" H Z > ~ W Q 2 0 n. ~ I'D Z O ~N = W ~M O > a~ N v o = ; ~ ~o L ~ D V 2 N 2_ 0 U -2. 0 H~ \1` fU N N ~ V 9 Q 9 O M) A R ~ 0 ~ d a N C ~ ~ w R ~ ~ cc E C: a) (k) ~ > m t N C O w U N ~ O U C LL 2 Z COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (803-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 77399 Date : 7/16/2004 Property Owner: MELODY HOMES INC. Property Address : 5360 NELSON ST Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applicatlon are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Rid9e or covenants, easements or restrictions of record; that all measuremenGS shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, antl that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable W,~h•'~ea,t R'dge ord.iJna.n,,ce`'s, for work under this permit. (OWNER)(CONTRACTOR) SIGNED n'•~ ~l~3i~ DATE 7 'Ic'O"! Construction Value : $182,150.00 Permit Fee : $1,896.19 Plan Review Fee : $150.00 Use Tax : $2,185.80 Total: $4,231.99 1 I 8 t SO ..r J Description : 2087 A- 3 CAR TANDEM GAR,4GE, AIR CONDITIONING; 3.5 TON. GARDEN LEVEL S'S`la 81 ~1 ..*e: ~ eroPerl~ ~0l13r'' fnt Wc°•._ . t0 BUILDING DEPARTMENT USE ONLY Tistespo~s~~ er'Sa~~t ~ roro I cpnUngkmPt° 'OnIngG4t~'►~le~t1!$r^ asasacon~.a,c~'a~c~d ApProval : TRC ,1aPP~p°ed PpaoL resp ,ns , Zoning: PRD bC;141L~dl14~GCOrrlrl~~if~`s,~, Approval: CR 2 ENGINEERS SIGNED OFF ON FOUNDATION MASTER PLANS ~u,¢7~~G.~'ortt&`Gbmrr~"a~,tit3S:` OK. 7115104. SEE ATTACHED SHEETS No 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 : OKIKS Plumbing License No :19354 Company:Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OK/KS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (1) This permit was issuetl in accortlance with ihe provisions set forth in yopur application and is subject to the laws of the State of Coloratlo antl to the Zoning Repulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances ot lhe Ciry. (2) This pertnit shall ezpire if (A) the work authorized is not commenced within sixry (60) days fmm issue date or (B) ihe building authorized is suspended or abandoned tor a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a(ee of one-hal( the amount normally required, providetl no changes have been or will be made in the original plans and specifwtions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naNralOow o(water causing a d2inage problem. (5) Contreqor shall notiy the Builtling Inspector hventy-tour (24) houre in advance for all inspections and shall receive wntten appmval on inspeqion card before proceediing with successive phases ot the job. (e) The issuance o t or th mva o : ngs and specifications shall not be consVUed to he a pertnit for, nor an approval o(, any violation of the provision in s or any oth ce, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: 7'ho-01-1 Applicant: k`ltkOdv RomeS Phone# 163 q62- /21 Location of Construction: 53(eO Purpose of Construction: 5~.~~es F-•r.~-~~ad P~s~a~~ Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: (for document }xocessing) s100_00 a ioo. m Single Family Residence Review Fee: (for review of applicable technical documenu) CommerciaVMulti-Family ReNiew Fee: •(for review of exis[ing technical doc.vmems) •(for review of technical documents for construction in Right-of-Way. Final Drainage Report, and Erosion Conaol Plan) $50.00 a So. op $100.00 a $500.00 a eDar A«m rermii Fee: a100.00 (for documem appliqtion and processing) TrafFc Impact Studv Review Fee: $100.00 (for docurtient review and processing) a S F7ood Plain Variance Review Fee: (for document revicw and processing) Class I Application: $300.00 Class i Publiption/Notice N/A Class D Application $750.00 Ciass D Publication/Notice $90.00 TOTAL REVIEW FEES (due at time of building permit issuance): S S S $ /So.oo PLEASE NOTE THAT IN ADDT['ION TO T[-IE ABOVE FEES, 77ERE WII.L BE ADDI'I70NAL LICENSING AND PERMITTING FEES REQUIltED FOR CONSTRUC7'ION OF IMPROVEMENTS WITFIIN PUBLIC RIGHT-0F-WAY. Signature of Appiicant ~Ajbf'l " Date -7jjLLN Rc Obq3 oF w~T DEPARTMENT OF PUBLIC WORKS BUlLDING PERMlT APPLICATION REVIEW u q' Date: 7/S~D °L ° R ?I Location: -~`-~&0 1,~E2-56.J Attention: Building Departmen/ I have rcvicwed the attachod matcnals submitted in application for approvai of a S~N~~ F,~.•-r,~v ~~s~a~,~ at thc above refaenccd address. Picase note the summary comrtxncs bebw. 1. ✓ Boundary Closure: _ OK _ Not OK; refer ro stipulationc. 2. ✓ Drainage: a. Drainage plan and report neoded _ b. Drainage plao not needed c. Lot drainage/grading to be reviewed by Building Division ✓ d. Site drainsgdgrading provisions fiave ban reviewed and ara (,,e o vEv~oT~ ✓ OK Na OK; refer to stipulations. 3. ✓ NPDES Permit Required: _ Yes ✓ No 4. ✓ Public Improvements a. street paving nceded: Yes ✓ No b. curb and gutter needed: Yes ✓ No c. sidewalk na.ded: Yes t.- No d. sveet lights roceded: Yes y/ No C. storm sewer nxded: Yes ✓ No f. letter of credit required: Yes ✓ No If a lerier of credil is requued, (or what improvemenls? .✓IA- Amount of ietter of credit: 5. ✓ Subdivision Agxment roquued: 6. Development Covenant roquired: If Yu, tor Yes No Yes No 7. ✓ Traffic impact analysis and report roquired: Yes 8. Sta[e Highway Access Permi[ nxded: Yes 9. ✓ New roadwsy or alley R.O.W. dediwuon rccommendod: _ Yes If yes, what is recommended? 10. ✓ All aeisting dedicated rosdways/alleys meet the sundards of the City: ✓ Yes If no, which do not and wfiat is requcsted: i✓lf ~ No ~ No ✓ No No I1. ✓ APPROVAL: The Public Works Department has rcviewed this request and Aereby gives its approval, subjat w the above anNa atuctKd sdpulauonu. .✓r--•~-d-/~-•."a-~ 7/.ih y Signature David F. Brossman, P.L.S. Datc 12. '`At NO APPROVAL: Tfie Public Works Department has rcviewed this request and dot: not give its approval for ilrc reawnt stated: Signaturt David F. Brossman, P.L.S. Dare 13. ✓ Sti atioas anached: ✓ Yes No p~1 P.P,~a.e T3 ~5sur.~~ oF'G.O. 14. ✓ Sumrtury Comments: Anv damaee a the ezistine Public Imorovements u a resWt ot this conswction is to be repaiind to aka Citv sundards bv thc Peratit Anolicarx prior to the issusrce of tAc Certificate of Occuoancr A Dninaee Certification Len« is requirod prior to the issuance of the Catificaa of Occuoancv. ~d WtNM RWW oepmcTr.c a Pilfic DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ADDRESS -5~1a0 /tJFZS'OnJ Deaz Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if daznaged from related construction) to an acceptable condition, as detemvned by City of Wheat Ridge Public Works Department, 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 detemune the existing condition(s) of the public improvemenis 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 COMDNNITY bEVET,OPMENT AEPARTMENT s BUQ.DWG TNSPEC'CTON LINE - 303-234-5933 CITY bF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ao~, ~ AAL ~a4 I9li. Propexty Owner: Proputy Address: 53&p 15/1 Gonaactor Liccnsc No.: Z:I 2 7 Cotnpany mP.eo Building Petmit Number bau: Phone: 3~9.- Phone: O\\T E Wf0NTMG70N SIGICATUR£ OF liNDERST.V.DNC.V:O ACAEEMPY•T 1 hcrcLy catity Nai Ux setbuk eistznca Droposed 6y lhis pemtit applicalian aro ucunte, aad donot vioiam applicabk ordinanca, mks Mtegul1tions of Qw Ci7af Wpwt Ridge w covcnants, eascmenu a 1esaictions of record; Jut a11 n leawmxn Is sh~. and .Ikgations tNdc uC aCCUrdIC, Ihat 1 haw 26A and 9p'a b ahide 6y Wl canditions orinvd an tI.:a apptiatim and tlxi 1 usume Potl responcibiliry fa eo-Vliwe with ihc Wheat Ridg< Buiiding Code (U.9.C) and all aher ryplicabk 1Vhat Ridge Ordinances~ fn work unda ihis prnnit. A / IOWT'ERxCONTRACfiOAY Consvuction Value:$dW,~)74` Permit Fee:$ Plan Revicw Fec:$ / 5°°" Use Ta:c:$ Total:$ ' c4 % L'o DESCRiPTIOT: (;O,!S 7 /q - '!'5 62,,- ~~y1.C&2, 6G4,,.q HUILDING DEPAR7MENT USE ONLY S1C: Sq.Ft.: ZpXINO COMMlNT3: . Approval:% ~ Zoning: ~ sUuoinaCo.mvna: e e'-µ~-j Approval: f_4 PusuC WoRIIi COMMCNra:~O~e/~ Approval: Occupaucy: Walls: Rooi Stories: Raidenfial Unics: Electrical Liccnse Na: 'Z'~ Company / /CC.(,~1~~ V Plurttbing License No: ~I- ~c7~f 357 Mxhanicat Licease No: 17~1 'j 6 Compmy: ~Gll~`~-~ CmnpanX / ;,ur ,GLc v~ rv Exp'uation Date: Fxpuarion Date: Expiration Date: Approvel; Approval• ApprovaL• 0I 7L:s W~n rw iuucd ia axardmce with he Orowiom m 44 iaYour +Whcadm &•d'u wbift, b We hwa of16e Sum afColmado W m~~~eg ReFaqoons and BuMiey Codu N W6wt Aidye, CdorSda v uy ahaOpp6nWe udman;a atde C5ry. 421 76u w+•-k th.Y e,pue ifiN .k~~ ~am ~.a ridlin Siary (60) d.n kam *swe dak w(B) dK bw'fd'uK.dhmizee is -~-padce « .b.ndaned fwa pe.iod vf Im d.yc (1) Ilsis pcm.ii upires, a n~ pumii wr Le uQuirad fa a f« af one-half Jrc+mowf eamwa0> mqui~eA Dro.idW . chan,s Wve Eacn e...-ill Le made 'a P~ ~d fpe~fie+tiaw W a~Y A~~ a ab~edvuoea kn ea eueeded one 41) ym- [f ebmga Mre beev a i(a~e.aw m aM•donmew cTRSaa a..<I)1w. (W fec nu! bc pW for ~ e~w pmvi~ (q NawakMaxy wvnnsbnDedweilmwil cl+nletlieaawNibwd.NaamintaAahuKWobkn (S) CoY.aenrsl.tlmp(y9w 8d6ieilWacmu "eury-tarU4)6ms;arA~ far,ll:vpa6onsnM1h.9.nd+ewiwea&WmyaniropecriweaM aroFC m«Oeme Wfth 'WE0111i1<Pkatua wa4 ps. 16) iM iwmnce da PbiWa or 6. Rpwvt afdnrieq ' iMtl w bc cwaaued 1a be i pmr.h Tor. eor u yp'e.af of, aa7r rw6ria. Mde p~siqu Mae b' dil~' adv adi uk ~ "ef$uil ' Y pector ZA'd I• OL 6i JdFi 2S87,SEZ£0£:xEJ f'Id '8 9dINNIild ADYatT oFeW • ~ c~uSSta Residential Worksheet (SF/Duplex) ZS. Submittal requirements: Copy of Deed Site Plan (to scale) ~ Elevations ~ Address: 53610 NCt(ov\ St• 20$1' a LZ Zoning: fkzo Use: ejeS Property in the flood plain? N 0 Lot Size: 3( 371 sq. ft. Lot Width: ~,8 ft. Maximum Lot Coverage: 40 % Proposed Ixnprovements: House: 266g'' ~ sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Garage: sq. ft. Proposed Lot Coverage: (Total) 2~ • S 1 % 530"sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Gazage: Other: sq. ft. 28-*• 4-` SQ. R. sq. ft. 61 Required Setbacks: FR 20 S-7'S S~'S R ~C) Provided Setbacks: FR 25 S l~ Sto_ RIV' V Maximum Heighr 3S ft. Proposed Height: " _ ft. Maximum Size: 5304-8 J: sq. ft. Proposed Size: Z913t' 0~ sq. ft. Access Notes For one and two-family dwellings, the fust 25' of driveway area Gom the existing edge of pavement into the site shall be surfaced with concretq asphalt, brick pavers or similar materials. For all uses other than one and two famity dwellings, no vehicle entrances or exiu may be closer than 25' to any property line, except when used as joiat access for two or more lots. In residenrial zone districu, curb wts 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 aze at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is pecmitted. 'Metal sheds in excess of 120 s.f not allowed. Landscaoina Notes For one-and hvo-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the ent've lot must be landscaped prior to issuance of C.O. Street trees requaed: Street trees provided: Inforniation ToBuild On Engineering • Consufting • Testlng Melody Homes, Ina Mazch 1, 2004 11031 Sheridan Boulevazd Weshninster, Colorado 80020 Job No. 532-35120 Subject: Sucnmary Report of the Geotechnical Evaluation for 5360 Nelson Street, Lot 5, Block 1, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, I,ots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated 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 lot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This summary is iutended 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 neaz the anticipated center of the subject residence. The boring was advanced to a total depth of 21 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring driiled on the subject lot generally consisted of 21 feet of overburden soils consisting of fill, sandy to very sandy clay and gravelly sand. Bedrock was not encountered below the existing gade 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 ]andscape irrigation. Professional Service Industries, Inc. • 4765 Intlependence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Esta.tes, Filing No. 3 I:ot 5, Block 1 FOUNDATION RECOMMENDATIONS Job No. 532-35120 Mazch 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or Footing Pads aze considered the most appropriate foundation system for the single family residence proposed on this lot. A grade beam and narrow spread footing or 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. In addition, a void box or ait space is constructed below the grade beams between the foorings 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 azea aze commonly constructed as either struchually 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 particular site requires an assessment of whether slab movement is likely to occur, the potentia] amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab 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 azeas in the proposed residence. Structurally supported floors are also recommended in basement azeas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfixlly 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 low risk category. As a result, a slab-on-¢rade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range azea, Uasement 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 all 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 are normally constructed as slabs-on-grade and are 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 Melody Homes, Ina Job No. 532-35120 Skyline Estates, Filing No. 3 Mazch 1, 2004 Lot 5, Block I Page 3 of 5 available construction technology considered to be within practical, cost effective limits aze not 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 are intended to reduce potential damage should heaving of the supporting subgade 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 moisture content increases can be largely controlled by proper and responsible homeowner maintenance and irrigation practices. 1. Slabs should be sepazated from all exterior walls, column posts, interior bearing members and utility lines to allow 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 utility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between 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 furring stcips, ckywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorways and stairwells should also be designed for this movement. Recommended consriuction details for partitions, doorways and stairwells are presented in Eachibit 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 an[icipate total potential slab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. They must be monitored and maintained by the homeowner for the Zife 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 gazage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended around all basements and below grade habitab]e floor space. The drain should dischazge 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 primaiy discharge mechanism, it is recommended that a sump pit also be constructed Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 5, Block 1 Job No.532-35120 Mazch 1, 2004 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should discharge into existing drainage swales outside the lixnits 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 that may accumulate around 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 azeas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a gound 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 arganic materia] and debris during and afrer 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 structure. 1. The backfill should have a positive 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 should not be less than 6 inches in the firs15 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low azeas, these areas should be filled and compacted with a fine-gained soil to establish the positive slopes mentioned above. The addition of rock, bazk, or mulch in low areas to establish posirive slopes is not acceptabie. 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 biocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particulaz caze 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 structure or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little imgation or only natural precipitation for survival next to or near tbe foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 5, Block 1 Job No. 532-35120 March 1, 2004 Page 5 of 5 4. Installation of decorative landscaped areas such as gravel, bazk, wood mulch, etc. is advocated as an alternative to planting next to foundations and exterior slabs. These azeas should be underlain with polyethylene or geotextile fabric. To reduce water infiltration, the slopes recommended above must be maintained. T'he edge of decorative azeas should be constructed above the adjacent ]awn or ground surface, and should not impede draiuage with grass stops. Refer to Elchibit C for a recommended typical decorative installation. 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 dces 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. L,awn 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 are 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 summary of our findings and recommendations for the subject ]ot, 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. C'!_En Ryan L.epro 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 near the ground surface throughout most of the Denver metropolitan azea. There aze risks associated with construction on, and living in azeas of expansive soils that cannot be completely eliminated by either engineering or construc6on techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The determination as to whether slab-on-grade construction 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 potenfial movement will result in unacceptable slab performance. What constitutes 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, existing stress state, density and moisture content of materials below the slab, swell and/or suction potenrial 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 azea, surface topography, previous and future grading, surface and subsurface drainage, site landscaping, irrigation and vegetation. Assessment of future 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 general magnitude of potentiai slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell testing to determine 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 years in the Denver metro area, the results of swell testing performed on a given lot or subdivision alone are only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a large 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. Pirofessional Service Industries, Inc. Page ] 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 swel] tests (i.e. measured swell), the Colorado Associarion of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titied "Guideline for Slab Performance Risk Evaluarion and Residential Basement Floor System Recommendations". The risk categories developed by CAGE are reproduced below: TABLE II RECOMMENDED REPRESENTATNE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell 500 sf Surchaz e Representative* Percent Swell (1000 sf Surcharge) Low 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 High 5 to < g 4 to < 6 Ve Hi >8 >6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they aze 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 characteristics of the soils and bedrock within the anticipated zone of moisture content increase (often referred to as the depth of wetting) below foundarion 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-gade 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. Ivlovement of foundations and concrete flat work constructed in areas with expansive soils will occur over time regardless of the performance risk category judged to be representative of a given site or azea. 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, including 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 observarion: Criteria used in the study to evaluate slab performance included a maximum crack height of inch, a maximum crack width of 1/< inch, and a maximum differenrial elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service Industries, Inc. Page 2 of 3 March l. 2004 Basement Floor Slab Performance a~ = 60 'v ea 50 m x ~ 40 w u) ~ 30 20 = a 10 o y 0 ° Low Moderate High Very High Slab Performance Risk Category i Structurally supported floors, also Imown as structural 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 structural 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 aze 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 standard practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotecluiical 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 feel 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 residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedwes. 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 yeazs. 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 effective liinits. Professional Service Industries. Inc. Paoe : of 3 March L. 2004 Spike as required Partition v for stability I ~ ~ Molding, nail at bottom onl~ I r 1 1 void Space Drilled hole Concrete slab Wood 2 x 4, - nail to slab ~Information VOID SPACE DETAIL FOR ToBuildOn PARTITIONS ON SLABS EMjlneering • Consultlng. resu„9 EXHIBIT B Brick or siding 5' Minimum Frame Wall Rock or bark area nith downspout extended beyond edging ~j ~ T"' t " ~~,~~',q, ~~'i;r~~ ~ ~;'i ! , 9 _I i • • ~ ~ I I I Foundation {9a11 torMaintain d e~ d edging or t to alioe f water from bark area minimum alope n of 107b awey [rom foundation Minimum 8 Mil Polyethylene or Geotextile Fabric sloped away [rom foundation under edging to top ot grass P ~ Infomnation RECOMMENDED LANDSCAPING L~ .ToBuildOn PROCEDURES EngineeNng•Consufting•Testing EXHIBIT C Page I of 1 Jill Jones From: Lynne Burns Sent: Monday, June 07, 2004 6:16 PM To: John A Johnson; Tonya E Lujan; Toby P Terhune; Gina Crespin; Ben Foster; Bob L Jones; Lynn White; Bill D White; Jon Wayne; Dawn M Anderson; Taryn J Johnston; Kinsey M Mayberry Cc: Molly Chapman; Jill Jones Subject: RE: Skyline - 5360 Nelson St - 5/1/3 Buyers cancelled - I wanted to add the f replace, 2nd sink & delete the biscuit when we made converted it to an Inventory Start. I just faxed the paperwork over to Molly, with those changes From: ]ohn A Johnson Sent: Monday, June 07, 2004 5:16 PM To: Lynne Burns; Tonya E Lujan; Toby P Terhune; Gina Crespin; Ben Foster; Bob L]ones; Lynn White; Bill D White; ]on Wayne; Dawn M Anderson; Taryn J Johnston; Kinsey M Mayberry Cc: Molly Chapman; Jill ]ones Subject: RE: Skyline - 5360 Nelson St - 5/1/3 Okay to add fireplace, 2nd sink main bath and delete biscuit plumbing. This was released to construction this week need paper work as soon as possible and no later than 06/11/04. Thanks. From: Lynne Burns Sent: Monday, June 07, 2004 4:00 PM To: John A Johnson Cc: Molly Chapman; ]ill Jones Subject: Skyline - 5360 Nelson St - 5/1/3 Buyer just cancelled - I will be keeping this as a 2087, Can we? ADD 1. Fireplace in family room 2. 2nd sink in main bath DELETE 1.Biscuit plumbing fixture in master & main baths 6/8/2004 PLOT PLAN FOR P) MELODY HOMESINC. LOT 5 , BLOCK 1, SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5360 NELSON STREET ~ I P ~ ~ II II 4 ~ ~ I i N ~ II i~ ~ ,ko•. I ~ I I 1 I i i i illl u ~ ' I Y i I I .I J ~ _J ~reqc~ \ 26 h i ~ 9 ~ ~ ~o. • 6) \ 'o I I 3 S~\\ gl \ Pli ~I II I C)II I~ i . ' I ~ ~ I I • h I l ,m • ~ I ~ r CRAwL :z., ~ LL~ I 7I I GARpfNLVL I 10J' I I I N V I ~ 7 I II 20e7 I O ~ BSMT I ; 1' I I b I mI I t~oC . o.E $ I I ~ ~ ror . n.u ' L 2 ~ (O Z I ~ 8.3 I^ T .9' - ~ I I 1 Z) I j s cnrz ^ I i I ~ GARAGE r l I ~ ~ 47 .B ~ 17.0' ~ I.0' bd I I 30.0' ~ PORCH o II I y I H 9 6 44.5 =64 2 1 - . 43.71 -4 NELSON STRRFT GENERAL NOTES 1. THIS PLOT PIAN DOES NOT SHOW LOCATION OF VANDOW WELLS. FOR THEIR LOCATIONSEE STRUCTURAL ENCWEERED PLANS. 2. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE ARE TO THE EXTERIOR FOl1NDA710N CORNERS. 3. PROVDE AND MAINTAIN POSI7IVE DRFINAGE AWAY FROM ALL FOUNDATION WALLS PER WARRANTY REpUIREMENTS (0.59. MINIMUM SLOPE FOR CONCRETE PANS.) 4. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCTION MAY VARY. 5. FOR OUESTIONS REGARDING 1HE FOUNDATION DURING E%CAVATION. FORM SETTINC, AND HOUSE CONSTRUCiION REFER TO THE ENGWEERED FOUNDATION PLANS. ~ I \ \ \ Q~ V ~ ~ o Z ON` oo I ~w I Q) ~ ~ I I I/ INFO STAKE: MODEL 2087 LH 3 CAR ELEV. A LOT AREA (S.F.) = 13,371 HOUSE AREA (S.F.) = 2889.3 COVERAGE= 21.67 BLDG. HEIGHT= 19.9' AVG. BLDG. HEIGHT= 74.9' AVG. F.G.= 4,7, 2 & APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK LEGEND: IOUTILITY PEDESTALS E pz CHECK FORMS BEFORE POURING WATER SERVICE - IE=PROPERTY LWE of ~nLo 48 HOUR NOTICE REQUIRED (5) SANITARY SEWER SERVICE BOW=BACK OF WALK w 00 ° 2" STAGGER REQUIRED LIGHT POLE X~ FOW=FRONT OF WALK Z U 9 OT RAG F R R N HE ~ S~ TRI-LVL ItIFIRE HYORANT fL=FLOW LINE ----------SETBACK COVE A C L E O 40 EASEMENT CALL UTILITY NOTIFICATION MINIMUM SETBACKS: ~=30' (C MELODY HOMES INC. CENTER OF COLORADO 0 FRON T: 20 SCALE: ttosf SHERIDAN BLVD. 1-800-922-1987 iN mro . 5'REAR: 10' SIDE: 7 DATE:O5-27-04 WESTMINSTER C0. 80020 wN O" 534-6700 DENVE • - - ' REV: PXONE: (303) 466-1831 ra M~ ~o w~~naaa.~o STREET SIDE:20.0 MINIMUM BY: BMA SKY3 FAX: (303) 466-2368 ~ BETWEEN STRUCTURES:15' JOB N0: r N89135'34'E _ j.79. 3' _ _ _ ! , =1 I el~ ~g ~ I I ~ ~ I I~ I I~ I L________________J N68'3534_t 1LV_W ~.c _ ~ - - pb- ~ I ° " I n O L ~ L_ _ J b _ r------ N Iy T ` L----------------- p r ~ ^ I I i i ~---------.s --J II i . ^N L I i i ~ I / = ~ r N3y~N~d~~d~~ I I I li I ~ I I I I I N Itiw . I i " pn i il I I I I 1= i° 1 ~ I 1 / : i•= ~ °x H t~~! y °z H ~ ~ z y ~ K ,89'LZZ ~ SI~13b zZ'O 3 l: ~ ~ ~ 6Y 9i.685 a r - ~ r"-- ~ , e Idm z Is.. i r u ur -.mr+ a 6£_L£L . . » ' oo z M ~ i ~ ~ ~ ----ig _ti ~ i ^ ~ 1 5 T p~ tf ~ I - =---J~8 . S _Lf ~ - - - - - - 1 r--- I I I , r, ' I i ~ - j r - ' _Jno . L-_ - o ar wx mr , nr , e ~ . S6'9f L 8 Q4Si 49 ~ r r ~ __T I ~o i ~ . p "8 $ i- w ~ 1 ~ `'sv'I s I 1 I~ ~ e O~ Z ~ - W I uJ - L "L ~ - - .,-a ~ un ` . . a r_-------__ - $ w - _ i E J°8 - ~ c _ . . ~ , \ ~N I ~i~ yy., ¢y~• 2 I~ ~i O W ~ ~ yc 3~ . LQZFi:- -J 3.00,00.065 rs ~ ~ p ,9V9Z {{M„6Y,9i.685 TL 9 589'46'49 ` ~ $ i~vaa g ~ ~ w x \ bol \ \ I J]1a3V 99,0 I ~ I 13b'~I1 m N n lY 9 z ~ ~ s$s•ai - ~ ~ ;r o ~ ~O I \ I ~ ~ I ~ ~ ~ i i ~ \ ~ z I ~ ~ \ :r ~ ~ ~ ~§I I E Oa i I "L ~ ~er 589'4649 aP I NOTES: TYPICAL PORCH PATIO & STOOP CONSTRUCTION: 1. FOUNDATION WALLS TO BE 8" T TURN DOWN SLAB EDGE 12" BELOW FINISH 2. PROVIDE A VOID SPACE ABOVE GRADE BY 8" WIDE. REINF. W/1-#5 CONT. GROUND. DRYWALL OR PANELING 3E 8" THICK UNLESS NOTED OTHERWISE. AR(11/F ()R RFI ~~V PARSITI(~NS OVFR SL AF3 nN TOP & BOTTOM. SUPPORT EDGE ON 8" OR MOVEMENT AT TOP OR BOTTOM; 10"4~ PIERS DRILLED MIN. 3'-0" DEEP & 3. WRAP STEEL PIPE COLUMNS AN TO SOLID BEARING (OR CONCRETE HAUNCH LB. FELT WHERE THEY PASS TH WHERE SHOWN). PROVIDE #4 DOWELS ~ 24 FROM WALLS TO SLAB. SLOPE SLAB AWAY 4. GROUT BEAM POCKETS SOLID A FROM BUILDING. 5. PROVIDE REINFORCING AROUND ON DETAIL 2. 49'-0" 25'-5" 22'-11" 8~~ 10'-3" 10'-0" 2'-4'~ 8'-8" 2'-4'~ g'_4°° 2~_~~~ 5~-~,~ ~ z ° oc 00 ~w > ~ VARIES PER PORCH 8" 6X6 WEDDED WIRE VARIES PER PORCH SHOP PRIMED 4" CONCRETE SLAB ~ FABRIC. 4" CONCRETE SLAB ~z ~ W8X13 ON GROUND. BREAKOUT STEEL ~IOP PRIMED ON GROUND. c:~ ° ~ ~ W8X13 0 U~ w ~ o~ ~ Cl~ ~ ° ~ ~ ~ ~ ~W ao ~w - - ~ - Q ~ ~ Q TOP AND BOT. ^ v ~ CONT. REINF. <r BLOCKOUT ~ ~ ~ TOP OF HAUNCH TO ~ HAUNCH FOR TOP OF HAUNCH TO R FIE D LOCATE ST 0 AT BOTTOM BE 8" BELOW TOP ~ ~ BEAM• BE FLUSH WITH TOP OF WALL `O 2-~/4 X 5'-0" OF WALL. OF STAIRS. SUPP R STOOP WITH ~~~a TURN SLAB EDGE ° ~ CO CRETE HAUN H ATTACHED TO o ~ t~ C`J U~ ~ DOWN TO HAUNCH BRACE WALLS AS REQUIRED. BEFORE ~ ( FO NDATION WAL BY OTHERS) ~ BACKFILLING. ~ 4 J ao l S OOP siM. Z 2-#4 (SIZE VARIES PER PORCH) - - - r-_- ----00- 2-~4 (SIZE VARIES PER PORCH) tD w r ANGLE EXPANSION A JOINT. SEE SECTION 1 rr FOR DETAILS. w V POLYETHYLENE I ~ POLYETHYLENE _s -m SEE SECTION 1 ~ - / VOID BEYOND, SEE FOR DETAILS. V010 BEYOND, SEE PLAN FOR LOCATION. pL N ~ BEAR ON UNDISTURBED PLAN FOR LOCATION. SECTION HAUNCH AT END OF PORCH. HAUNCH AT MIDDLE OF PORCH. w 1 mow/ ......WJ ~ N ~ BA 2x6 PLATE W/MIN. ~ 4~-~~~ ~ ~ I INDICA 2-t/2"~ ANCHOR 5" MIN. ~ o _ O C.7 O ~ ~ ~ ~ OULIJ IV OUI IRGJJ. I /~-7~ ~ ~ i ~ U i ~a ETC. ~h t ~ V e ~ ~ ~ ~ In ~ 00 L1~ TOP AND 80T. - _ CONT. REINF. - r rr 4 - ~ PAD r rs r r► 2fi X 2 X 10 T HICK ~ o~ ^ Q ~ W3-SEA, WAY BOT. ~ ~ C~ d 1 1/2" CLEAR 3'-10"~ r~ . o N v t~ mwa ~ io p BLOCK OUT 2-#4 X I ~ AS SHOWN. BUTTRESS ~~N GR~~~N~ ~ a I t ~ M FOR BEAM. ~'-g" (1 EACH FACE) ~ o ~W-- 2-#4 X ~ ~ SEE SECTION 1 ON SHEET S-2 ~ ~ Q ~ FOR VERTICAL AND HORIZONTAL iO p ~ O WALL REINFORCING, IF REQUIRED. o ~ ~ ~ w~ w N ~ #4 X J N DOWELS ~ 8" O.C. j o ~ ~ ~ 10" ALTERNATE DIRECTION ~ - co7 OF LEG IN FOOTING. 1 1/2" CLEAR I Y3-_~~ 2-#4 X o~ o AS SHOWN. CONCRETE THIS 4 _4» s~,oe. SHEE (1 EACH FACE) I i 1 Y 1 iii~7 iii i 11= ~ - it- SEE SECTION 1 ~ I-I i =.I I I= ~ FOR DETAILS. 1 ~ _ Y~~ f S E C T I O N 11 3/8" = 1'-0" i BUTTRESS CONSTRUCTION L L.~UATI 1. SEE ARCH. PLANS FOR DE 2. SEE PLAN AT RIGHT FOR ih si . t V a~ 3. SEE SHEET S-2 FOR SEC f _ 1 IY j r 1 Y - J Z u 4~ t ' t _t.__ .r _r j I i ~ _ i L- • i i y a i f~ a S 1~ ' r:Tr' i R r~~. THAN 2'-0" USE 1/2"D ANCHOR 7r P- OPP )-VP BOLTS @ 24" O.C. MAX. SEE ARCHS. 17'-0" 12 20 swum NARROW S I R- FIREAE) FOOTING FOUNDATION PLAN 1/41' = 1'_ 1. SEE ARCH. PLANS FOR DETAILS. OF 2 2. SEE SHEET S-2 FOR SECTIONS, DETAILS 25®0/1000 FTAILS & GENERAL NOTES. 49'-0>, 49'-0" }1 01 2 7' -10" 15'- 5 1 /2" 10'-10 1 /2" 7'-10" 15'-5 1 /2" 10'-10 1 /2" 7'-6•• 7'-6,• 2 . 2'-0" 11'-0~> 4.14,. ~,_4~> - 1 SIM. ro - - o - I SIM. I r _ - - 2 ~ N INDICATES PLATE LOCATION. M ~ INDICATES 2X PLATE LOCATION PROVIDE 1 /2"~ X 10" LANG ANCHOR BACKFIL CRAWL SPAC BOLTS ~ 4'-0" O.C. UNLESS NOTED TO WITHI 4'-0 OF T OTHERWISE ON SECTION 1, SHEET S-2. OF FOU DATION WALL. PROVIDE 1 /2"~ ANCHOR BOLTS AT 4'-0" O.C. EMBED BOLTS ~ g" 2'_g°' MIN. 7" INTO CONC. PROVIDE ~ MIN. 2 BOLTS PER WALL WITH 1 f c° 0 8 2 -9 EMBED BOLTS MINIMUM 7" INTO I 6, ~ CONCRETE. PROVIDE MINIMUN~ 2 ~ _ ~ BOLT LOCATED WITHIN 12" OF N co EACH END. TYPICAL \ o Z BOLTS PER SILL PLATE PIECE - ~ ~ i~ - WITH 1 BOLT LOCATED WITHIN ~ 12" OF EACH END OF WALL ~R STE BOT. OF ` ~ i o I I SILL PLATE PIECE. TYPICAL. ~ i ,e FDN 4'-0"t N ~ 1 ~ STEP BOT ~ FDN. 4'- 3"G 11 GAUGE ADJ. - 1 _ r, - I STEEL PIPE COLUMN. STE TOP OF 1y 1 FDN 4'-0" SEE SHEET S-1 PAD L -J 1 ~I I I 26" X 26" X 10" TH1:K ~ FOR DETAILS. y~/~3-#5 EA. WAY BCiT. ~ I Z 0 r BEAR COLUMN DIRECTLY ~ r 1 l ON CAISSON OR PAa, NO CONNECTION REQUIRED TO CAISSON OR PAD. ~ ~ 1 e.~ ~r 10'- 8•, I ~ r x CRAWL SPACE 3~-8" 4'-0" I- - - i i 1 ter.. (II) ~ i O O ( N 4. J i I O in -.W i i o Q~>o~- i i S N o ~z - ~ Jw wo a° Tk~ f 4t I i~ z 0 V A 0 W ~Q w3 O w T I ~ ~ ~ I Q ~ cQ~ ~ w S W 4""' w BASEMENT BASEMENT /~//y'~ C yJ ~ oz - ~ ~ ' a LL1 ~ ~o w w STEP TOP OF ~ STEP TOP OF FDN. 4'-0" FDN. 4'-0" ~i i~ ~ oQ 0 6 / h w STEP BOT. OF O NZ STEP BOT. OF N FDN. 4'-0"f T ti FDN. 4'-0"f t~ z Q l.. w ~ ~ ~ ~ ~ ~ ~N _ ~ Q O I II ~ J I N I w r I 0 L _ ~ Q a M L ~ N z II CONCRETE NAUNC OPT. STOOP ONLY ~I 1' 0" 1'-7"I 1' 0" 6'-0" 3'-4" NOTCH FDN. 8" d- N !s' ~ 1 A T w 1 tAU n a (I CONCRETE HAUNCH AT - ~ _ OPT. STOOP ONLY. ° ~ ~N ~~r a ~r 8 MAX. FAR I J. d- NOTCH FDN. 8' MAX. FOR I 2~_~~~~ g" g'_4" DOOR & MAINTAIN r~ AINTAIN 24 MIN. r~ 2'-11'~ 8~~ 9'-4" DOOR & MAINTAIN 24" MIN. - M BTWN. ROWS OF REINF. ui BTWN. ROWS OF (OPT. DOOR ONLY ~ ~ ~ OPTIOf V~ OF RElNFo - - - - (OPT. DOOR ONLY) Q r ~ ~ ~ OPTIONAL 4 ~ STO (3'-6" X 3' ti F~f J STOOP i 3~" FTG. 30" FTG. 16" FTG- 16" FTG-TYPICAL _ I I ~ ~ UNLESS I N ~ GARAGE h ~ UNLESS NOTED 7 N I u C~ R ~ ~ ~ II r-- - - 4 CONC. LAB ON GROUND W8X1$ FLUSH y t:~.. . i• ~ r 4'-0" INDICATES PLACEMENT O i~ `V I I MATERIAL UNDER GRADE ~ SEAL VOID WITH POLY. T 0 I ~Y DATE: 6-2-03 6' .111°- ~ `v STEP BOT. CAF NOTCH FDN. 12" MAX. F FDN. 4'-0"f DOOR & MAINTAIN 16" MI j-Jf F i_ Y REV~sEO: i-is-oa (RP) ~ ( I BTWN. ROWS OF REINF. N DRAWN: DP 1 i CHECKED: GB/WC ~s 1 J - 4 ~ ~ JOB N0. 8305840 J r COMPUTER FILE: 4" X 10" DEPRE SED BRICK~EDGE. M-2087AC---SK3F- 3'-8" 4'-8° 3'~g" 16'-0" 1'-10 1 /2" 16'-3" y SHEET N0. ~n~_~>, i , 1 L -U 'IF r,.. 1 -r- h r- a a a r, C9 e%1 / r°' ve, e~ ^ 1 1 n A r- -r r- n P" A 1 1 , 1^ r "T 1 1 G it IA ti S TANL)ANL) GARDtN LEVEL TANDEM GAP\AGE OF'TION OF 2 TAN GARAGE OP ION 1. SEE ARCH. PLANS FOR DETAILS. 1. SEE ARCH. PLANS FOR DETAILS. 2. SEE SHEET S-1 FOR COMPLETE FOUNDATION. 2. SEE SHEET S-1 FOR COMPLETE FOUNDATION. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS 8c GENERAL NOTES. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. e<- 2500/1000 p 2X PLATE ON TOP OF BEAM. _ - DOUBLE 2X PLATE.. I sEAM SEE PLAN PLACE TCP s~ st SEE DETAIL AT RIGHT FOR PLATE CF STEEL BEAM 4-a AND BEAM POCKET PLACEMENT 8~> WITH DOUBLE PLATE. FOUNDATION FLUSH WITH TC}P i=~ 2-#4 TOP & BOT. WALL. CONTINUOUS. BEAM P III DOUBLE PLATS AN SEAM POCKET CONSTRU 'y 6 L. BRACE WALLS BEFORE t . BACKFI~LING. 1 i i s t _ SEPLN i ANGLE EXPANSION JOINT. I A 4~~ CONC. SLAB ON UNDISTURBED SOIL OR COMPACTED FILL. - - SCORE JOINTS IN SLAB AT ! J MAX. 200 SQ. FT. AREAS. ~ ~ ~-I I I ~ I I ' = J W D W ~ Q ~ ~ i i i O ~ ~ ~ _ ~ ~ f a- p Z - _ ~ to i =o.. ~ ~-III ' ' 00 i PROVIDE #4 X 1'-6" DOWELS ~ i " s - -m ( ~ 2'-0" O.C. MAX. (MIN. 2 ~ -~-I I 1 4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE PLAN FOR LOCATION. SEE BEAR ON NATIVE SOILS PLAN i PLAN OR STRUCTURAL FILL. SEE SOIL REPORT. -Y f f 7 J t ~ C~~O N 1 ~~2~~ ~ ,~_o~~ ~ ~CTIO f~ 2 R~ r REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. f e 1 r i i 4-` I R" I Ii. ~Y 1 2-#4 TOP & BOT. r ~ ~ ~ CONTINUOUS. ~ EMBED 2X8 OR 2X10 CONTINUOUS BEAM P - - LEDGER W/2 ROWS OF 20d FORMING ~ ~-III FLOOR F i~~M POCKET C,~ ° STEEL PIPE COLUMN, SEE PLAN. 2- 4 F~~~ HEI OF FDN. 1NA~L. NAILS ~ 12" O.C. (1 TOP & 1 BOT.) -BOOR FRAMING NOT SHOWN. i i PROVIDE BASE PLATE 1 /2" X 4" X 6" i ~ BEAR BASE PLATE DIRECTLY ON BEAM. E- !M BEND 1 UV OVER ~ w ~ Q ~ iv SIMPSON U210 HANGER PLYWOO I ~a 'LYWOOD SUBFLOOR ~ i SIMPSON U210 HANGER ~ o TC3P OF "~NDOV ~ 3/4" T & G SUBFLOOR FLOOR FRAMING ~ ~ W > ~i FLUSH WOOD BEAM ~ ~ o LAS 5CREW5 A5 ~ i i J W . RFfli IIR~'Il ~'(1R o E- ~ t J Dc R ~ i `V FLUSH N 2X10 FLOOR JOIST, SEE PLAN _ _ GRADE GRADE AT AIR SPACE :E POLY. SEE SECTION 1 i 4" VOID BEYOND, SEE SEE FOR DETAILS. POLY. SEE SEE SEC PLAN PLAN BEAR 0! PLAN FOR LOCATION. BEAR ON NATIVE SAILS 4" VOID BEYOfidD, SEE OR STRI OR STRUCTURAL FILL. PLAN FOR LOCATION. 1 SEE S01~ REPORT. SEE SOI BEAM TO W~~.L CONNECTION . 4 ~ - Y+ - _ f- 4 ■ -~a F k 1 t GARAGE OR CRA TOP ROW OF REINFORCING. E I MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT 2'-6" MIN. WALL. I STOOP SLAB. FDN. WALL l 1 L 1 i o - - BOTTOM ROW O ~ REINF. EXTEND I BASEMENT WAL 0 a I N HAUNCH Y INDICATES PLACEMENT OF VOID MATERIAL UNDER GRADE BEAM. f C~ SEAL VOID WITH POLYETHYLENE 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. o 1 }l I ti J I ~6•. (1 EACH FACE) . TY1~Tr'` I ~ni i f c- 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVA EXCAVATION HAUNCH DE T AIL v:211 = v-oil AT BOTTOM TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPAC_ )M STEP BETWEEN GARAGE OR 'ACE & BASEMENT WALL 1i411 _ 11-0° WALL REINF( NFORCING DETAIL 1/4" = 11-011 R DIMENSIONS IN PARENTHESES HESES ARE COMMON STEPS. C) I J y, r _ ,ia;-, ~ ~COMI'IAUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 184'12 BUILDING INSPECTION LINE -(303-2345983) Date : 8/7t2005 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner. SANDY LOOMIS Property Address : 5360 NELSON ST Phone : 345-2563 Contractor License No. : 18278 Company : Tuff Shed Inc. Phone : 399-8833 OWNER/CONTRkCTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation : I Rereby certifythat the setback distances proposed by this pertnit application are accurate, and P8ffTlit FB2 : . . do not violate applicaWe ordinanees, rules or regulations of the City of Wheat Ridge or - covenants, easements or resWCUons of record; that all measuremeNS shown, and allegations pian Review Fee : .$O.QOmade are acarate; thai I have read and agree to abide by all condiGOns printed on this apFdicaUon, end thatJ assume full respon bilit~Ar compliance with the Wheat Ridge Building US@ T8X : $0.00 Caie (U.B.C.) and all oNer appilpble W e ~tRidge oFdinances, for work under this per it. (OWNER)(CONTRACTOR) SIGN 'G-J---~ DATE~J TOY21: '$O.OdUSe: Description : 10 X 12 STORAGE SHED (NO FEE PERMIT) 0 K'ncr/ p . lines s. ~tract.,. , legse I►t_ , BUILDING DEPARTMENT USE ~1~'isnaespo e9uied vc~ entSa~ oingprope APproval'~TRC OK e7p~re~ ng~°n~inacanycep~ Malione Zoning . PRD t" ~nr°r~rar ory<<°n NO ISSUES. 3/7/05. MUST BE PROPERLY APICHORED ON ALL Approval: CR CORNERS , Approval : Occupancy : Walls : Roof : Stories : Residerttial Units : Electrical License No: Plumbing License No : Mechanical License No : Companyc Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This peimit was issued in accordance wtth the provisions sat forth in yopur epplicaGon and is subjecl W the laws of the State of Colorado and to ttre Zanmp-. Rapule4ons antl Buildinp Code of W heat Ridpe, Coloratlo or any other aDPlicable ordinances of the Ciry. ' (2) Thk permit shell expire N(A) the work auUwrized is not commenced within sixty (BO) days hom issue dale or (B) the buildinp euthonzed is suspend0d d' . . abanMoirod for a period ot 780 days. (3) If thia parmN ezpirec, a rrow peimil mey 6e acquiretl (w a fee of one-half the amount iwrtnally required, provided no chanpas have been or will be mede in Oe orpinel plans and specilications and any suspension or abantlonment has not ezceeded one (1) year. If chanqes are made or if suspension or abandonm4nt . exceetls one (1) year, NII feec shall De paid for a new permit. '(4) No lwrk of any manner shell be done that will change the natural flow ot water causing a tlrainage pmblem. .J:: . (5) Contrector shallnoti(y the BuIlEing Inapeclor Iwenty-four (24) hours in advance for all inspections and shall receive vrtitten approval on inspectlon CaNbefw' proceedAn9 i4 essive (e) The ics pe ' r the epprova 'ngs and sDecificalions shall not be construetl to be a permit for, nor an aDProvaI of, any violation of the pro ng ~ether oMinance, law, rule or regule6oa ~T Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. /S gUILDING INSPECTION LINE - 303-234-5933 Date: ~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Property Owner: PropertyAddress: S3 (00 Phone: 3o3 -39S-zS63 . Contractor License No.: / C Q~2 - ~-n t O Conipany: ?~-FF S~ir ~~1 Phone: 303-3 9 4- £3 9 3 3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by [his permit applicatlon are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restric6ons oi recortl; Nat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions pnnted on this application and Mat I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C) and all o[her applicable Wheat Ridge Ordinances, for work under this permit. Permit Fee:$ Plan Review Fee:$ 4,7r i 1s Tvc' TOt3l:$ (OWNERqCONTRACTOR):SIGNED DATE Z 2 u- KE Y 5•°"'OfE~ (OWNER)(CONTRACTOP):PRINTED ~ca~FF S/j DATE Z 2 O S Description: /&>t / Z 5.,~'~-•-•~,z. ~C/~~~ ~ Sq. Ft. added 2 0 BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COIdMENTS: Approval: L1 i , ` Zoning: P~Z,p BUILDING COMMENTS: Am xiss~,@~ ~ Approval: ~ ' ~ .~➢l • 3 „vt~~ 9~ ' , /~~~G~ i~~a~ ~O ; f PUBLIC WORKS COMMENTS: Approval: =f , Occuoancv: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) Riis pertnit was Issued in accordance wiM the provisions set forth in your application and is subjed lo the laws of the State of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other applicable ordinances o( the Ciry. (2) This permit shall ezpire if (A) the work auUorized is not commenced within sixry (60) days from issue dale or (B) the building authorizetl is suspendetl or abandoned for a period of 120 days. (3) If fhis parmil expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original ptans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeCS one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done ihat will change the natural flow ot water causing a drainage problem. (5) ConVactor shall notity the BuilCing Inspecbr twenry-four (24) hours in advance for all inspectlons and shall receive wririen approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be consWed to be a permit for, nor an approval of, any violation ot the provisions of the building codes or any other ordinance, law, rule or regulation. Chie ilding Official ~ ~ ~ C ~ M ri t I 4. M 4.6y - S34'6g 26 E . '4 • ~.~6.. cT L=64.21 " R=325.00' ,L-1 1'19'09" ~icri cnKi CTRF"F'T . g~ ~ o~ ti$