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HomeMy WebLinkAbout5685 W. 37th AvenueINSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspectign e f Ilowing business day '✓Ul PERMIT: �� ADDRESS: V< Vv CODE: NX?F Foundation Inspections Date Inspector Initials Comment 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation T Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. T 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation T 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS 71�' z- PERMIT:2/0/�o t'-13 -�()ADDRESS: � (�7 � � '�v �i� u06 CODE: J - Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 401 Gasline 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof `� `' i`TS - : ;,( ' 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. "For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection 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 by the Fire District and Electrical low voltage by the Building Division. The City of Wheat Ridge Third Party Form Check List Property Address 5 f�'3 - ,-) "7 T`�gi,� Permit Number 0101%61._ Permit issued Date = 0 -- Owner Information Property Owner Information Property Owner Address 7 Inspector Information Inspection Company Inspector Name Inspector Contact info. `7 Inspector Statement and Acknowledgement x I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendations°ifications. Inspector: %�ri-I Date: Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat,ection. R Pro arY Owner/Agent: Date: 51i 'tel � This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fal N/A ❑_. Pass ❑ Fail Structural root components ❑ N/A Q Pass ❑ Fail Verify that no more than 2 layers of shingles exist N/A LQ Pass ❑ Fal Flashing for roof and walls El Pass ❑ Fail if new sheathing is installed verify that 1# is listed in the &N/A Q Pass ❑ Fail permit description (Valuation must be adjusted) Verify sheathing nail pattern (See Policy & Prooedures) dfN/A ❑ Pass ❑ Fail Crickets and saddles where ❑ N/A Elpass ❑ Fail needed Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps 17 N/A (j Pass 12 'Pas ❑ Fail Verify no flashings are damaged or rusted N/A ❑ Fail Step flashing shall be min. of 4x4 piece per shingle CN/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A ['Pass ❑ Fail Underlayments must follow 2012 iRC /2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A ❑ Pass Vass ❑ Fail Dripedge shall have min of 2" overlap N/A ❑ N/A ass ❑ Fail ❑ Fail Dripedge should extend down min 2" past roof deck Dripedge shall be mechanicaly fastened 12" OC W_N/A ❑ Pass ❑ Fal, 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 NIA ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fait Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 114:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope le�5 3:12 NSA iV/A 0 Pass ❑ ❑ Fail Metal valley flashing shall be the same material as roof Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min.. of 314 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-112:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes G� -2 /a— L Company Name: I��-cam L. a.."e" Z__ 6-c— Inspector signature: Date of Inspection: = i The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass E]Fail Verify that no more than 2 layers of shingles exist N/A ( 'Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) PL_ ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) lV[.N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A 'N/A A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ! ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC 12012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A [Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A Gass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC E N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope P must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A Q Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material N/A ❑ Pass ❑ Fail as roof Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" _Tile Roofs Requirements n N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name:GLQi�=- Inspector signature: ®ate of Inspection: /5- 41 CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 37-t� A e, Permit Number: 20/00/330 4 lr'-f rii� : COPi %;1� 'l'� ZJ�Z 1:l C ❑ No one available for inspection: Time Z M6 Re-Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date5AM Inspector: b6�nZ l o e f f- DO NOT REMOVE THIS NOTICE r^ City of Wheat Ridge 01 - Residential Roofing PERMIT - 201801330 PERMIT NO: 201801330 ISSUED: 05/08/2018 JOB ADDRESS: 5685 W 37th AVE EXPIRES: 05/08/2019 JOB DESCRIPTION: Reroof remove and install Class 4 North Gate Asphalt Shingles with 26 squares. Pitch 7/12 **3rd Party Inspector Required** *** CONTACTS *** OWNER (925)250-0376 RADTKE FAMILY TRUST SUB (303)993-6057 Adam Steinbach 100332 Precision Homes *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,000.00 FEES Total Valuation 0.00 Use Tax 231.00 Permit Fee 220.15 ** TOTAL ** 451.15 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. 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. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. City of Wheat Ridge Residential Roofing PERMIT - 201801330 PERMIT NO: 201801330 ISSUED: 05/08/2018 JOB ADDRESS: 5685 W 37th AVE EXPIRES: 05/08/2019 JOB DESCRIPTION: Reroof remove and install Class 4 North Gate Asphalt Shingles with 26 squares. Pitch 7/12 **3rd Party Inspector Required" 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 thisermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed d that all worko be performed is disclosed in this document and/or its', accompanying approved plans and specifications. _7���/ Signature of / OWNER or CONTRACTOR (Circle one) Date I . 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 changeof 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. SignatuJ&Jfff%"uildi4g Official Date REQUESTS MUST B* MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer From: no- reply@ci.wheat ridge.co.us Sent: Tuesday, May 8, 2018 10:40 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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 Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 5685 W 37th AVe George Radtke 925-250-0376 Property Owner Email wiredmama@att.net 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 contract.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) Precision Homes, LLC 100332 720-328-1613 1900 Federal Boulevard Contractor Email Address julie@precisionhomesofcolorado.com Retype Contractor Email julie@precisionhomesofcolorado.com Address DESCRIPTION OF WORK TOTAL SQUARES ofr 26 the entire scope of work. Project Value (contra 11000 value or cost of ALL materials and labor) Are you re -decking the CNJo roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 2 both? (check all that apply) What is the specificitch 7/12 of the PITCHED roo . How many squares ar 20 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? Etc) Class 4 NorthGate Shingles Asphalt Re -roof on the house 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 this Yes 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 Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 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 Julie Finley Email not displaying correctly? View it in your browser. CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 101961 Issued: 08/19/10 Stipulations: Convert Tub Area to Shower w/ Bench and Shower to Closet. 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. Site Address: 5685 W 37TH AVE Parcel Number: 39- 251 -11 -014 Owner: James Bolton 5685 W. 37th Ave. Wheat Ridge, CO 80033 Contractor: For the Following Purpose: Residential Remodel Code Editions NO change shall be made in the USE of 2006 ICC /2008 NEC this building without prior notice 006 ICC /2005 NEC and a new Certificate of Completion V2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler SysAem Inspector Zoning Administrator L- XERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 08/19/10 14:01:09 City of Wheat Ridge bp701 -1s PERMIT INFORMATION - 101961 PERMIT INFORMATION: Permit$: 101961 Address: 5685 W 37TH AVE Permit Type: Residential Remodel Parcel Cd: 39- 251 -11 -014 Permit Dt: 08/12/2010 OWNER: James Bolton Expires: 08/12/2011 Address: 5685 W. 37th Ave. City/St/Zip: Wheat Ridge, CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 0 SetBacks- Front: 0.0 Pence Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: RILEYS ROOST Annex Dt: Right: 0.0 Cent Type: Erick Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: Convert tub area to shower w/ bench and shower to closet FEES QTY DUE PAID: Permit Fee 8,500.00 188.45 188.45 Plan Review Fee .00 122.49 122.49 Total valuation 8,500.00 .00 .00 Use Tax 8,500.00 153.00 153.00 ---- - - - - -- --- - - - - -- 463.94 463.94 CONTACTS: owner James Bolton 5685 W. 37th Ave. Wheat Ridge, CO 80033 3034249570 sub CL3 All Access Construction Inc. Jeremiah Samson 10455 W. 63rd Ave Arvada, CO 80004 3034328590 sub CL8 Lord & Reiser Plumbing Richard Reiser 7943 Jared Wy. Littleton, CO 80125 3032105214 PARCEL INFORMATION: 10 Structure Type RAMC 20 Year Built 2006 30 Property Type RESID PERMIT CONDITIONS: KC: Approved per plans and notes on plans. Must comply with 2006 IRC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 08/12/10 CREATED FROM APPL@ 10 -0307 06 /10 /10 Given to KC for review. INSPECTION INFORMATION: # TYPE CONTRR CALLED CNCL WHO REQ DT INS DT STATUS 1 PRI:Plumbing Rough Insp. 10 -0249 08/12/10 no KC 08/16/10 08/16/10 COMPLETE 2 FRA:Framing Inspection 10 -0248 08/12/10 no KC 08/16/10 08/16/10 COMPLETE 3 DWS:Drywall screw /nail 08/16/10 no KC 08/16/10 08/16/10 COMPLETE 4 PFI:Plumbing Final Insp 10 -0249 08/18/10 no KC 08/19/10 08/19/10 COMPLETE 5 BFI:BUilding Final Insp 10 -0248 08/18/10 no KC 08/19/10 06/19/10 COMPLETE Page mmackey ♦ i CITY OF WHEAT RIDGE V Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 13F-T , PFr Job Address: SG F5 w 7tsl � Permit Number: _ 1/0 _ 4'/ / I e ❑ No one availal 14 � AM / M Re- inspection requ, w When corrections have Dean made, calf for re inspection at 303 - 2345933 Date: Fh flro Inspector: r_ DO NOT REMOVE THIS NOTICE t� INSPECTION RECORD OccupancvlTvae INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. 1k) - , a /D m„1 �- r� INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Drywall Screw Reinforcing or Monolithic Weatherproof/ French Drain g b Sewer Service Lines - Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Framing Electrical - - - - - - - - -- - - - --- Insulation Mechanical Drywall Screw Roof FINALS Electrical Plumbing Mechanical Roof Building Final g b Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. g & Landscaping NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A r FCE RTIFICA TE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ 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: eP € �';5 Job Address: S� BS u 37rr �v� Permit Number: /v /44 l ❑ No one available for inspection: Time S A PM Re- Inspection required: Yes When corrections have been made, call for re Inspection at 303 - 234 - 5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ♦��4 City of Wheat Ridge Residential Remodel PERMIT - 101961 PERMIT NO: 101961 ISSUED: 08/12/2010 JOB ADDRESS: 5685 W 37TH AVE EXPIRES: 08/12/2011 DESCRIPTION: Convert tub area to shower w/ bench and shower to closet * ** CONTACTS * ** owner 303/424 -9570 James Bolton sub 303/432 -8590 Jeremiah Samson 10 -0248 All Access Construction Inc. sub 303/210 -5214 Richard Reiser 10 -0249 Lord & Reiser Plumbing ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0461 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 8,500.00 FEES Permit Fee 188.45 Plan Review Fee 122.49 � Total Valuation .00 Rz o " 'T �/L�)b Use Tax 153.00 ..� '�, a.,...._. ** TOTAL ** 463.94 Conditions: KC: Approved per plans and notes on plans. Must comply with 2006 IRC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. 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 sho and allegations made are accurate; that I have read and agree to abide by all conditions printed on this appli�ati n an t at I assume full responsibility for compliance with the wheat Ridge Building Code (I.B.C) and all other app Ridge Ordinances, for work under this permit. Plans subject to field inspection. Sig ture d£ contractor /owner date 1. his permit was issued in accordance with the provisions set forth in your application and is subject to the laws 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. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit 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 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. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written 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 construed to be a permit for, nor an approval of a y violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan v w subject to field inspections. Signature Chi_ Building Official date INSPEC ON REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. c �, �(A of / v l > tr: o��� aaii..tl�?5[�.Itt l0- 1�)an r+ ) Building 8, Inspection Services Division ! t ! 7500 W. 29 Ave., Wheat Ridge, CO 80033 Perndr # Office: 303- 235 - 2855 "Fax: 303- 237 -8929 Inspection Line: 303- 234 -5933 G Building Permit /application Property Owner (please print): 3a,eS .-,o lcicie4 t 61 4 -- — — Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Contractors City License #: Phone: Sub - Cuntt ^acfiv_rs? I Gectrical: Plumbing Mechanical: J City License # City License # City License #, oE1SC7IIgI ;664 ae-�o taa S`ei.o v..ea.: COh. r�i� ernzq Contract Value: ,rJ( b, I i n e , Review Fee (due at tim o submittal .Squares BTU's Gallons Amps Sq FL $ 1 Z OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT t 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 1 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 1 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. - - CIRCLE ONE (OWNER) (CONTRACTOR) or (AUTHORIZED REPRES T TIVE) (OWNER) (CONTRACTOR) r PRINT NAME: _ l� �C/r2v�1 ��,G)7e+uvesyn SIGNATURE: DATE: ° � r' � � D�PfARTfi(>:1A� ELISE" 0��:.1f✓ � r � '� zr � � `� � � ZONINI: C01dN1EtST5 � ✓ z ✓f✓ :' ✓ r c y �w; l .M � � � /rnr � � � �� �� � N � ✓ r 3r � r z 1 � ✓ ^ r� i�s a rti � J�Om17� C � , c 2 �' / v v �f "ia il � i r '� � , � s F t ; $UILDING DEPARTrr1ENT TS � �D ����� � `�� a "' '' ��� -' by � '. r 3 ✓ i vj' ✓.� �F. 1„ w ..,+- F s fi N>'"Yi ° ✓o r.'v sr rr, : �`u✓ � »r �C11IeW4'T" „+r,c > >e l ,>' � % � r ir'n ✓ E J --•.� �n ✓.� ��� i %fra ,'/,✓ � ✓ r � ✓ v , � G � � > > t ; ✓ Y ✓i li i lr � �S� J � �� j ✓ r � f,�� �ewevSer � � �' S i . � r �, � ✓ � r flrtE pEpfl1TTMENr' C7;approved w,/ comments 6 dtsapproved C3 no rev ;e'u re4urre'd Bldg Valuation $ ��d� ��°—'' -YI�4 9'-5'f . . ........................ �-6 ls.xFVV A ... .. ..... .... 3 1 (0 CV Minimum 30" clear area for toilet is required with minimum 15" from center to sidewall on each side. qu -rl Ar r< Work shall comply with the following codes: 2006 IRC, 2006 IECC, & 2005 NEC. Walls in shower shall have non- absorbent finish to 6' above floor. Glass less than 60" above tub floor is required to be safety glazed. Shutoff valves required on lavatories and water closets. Job Specifications for Bolton Residence. • Demo Bathroom fixtures in preparation for installation of new shower • Add framing to accommodate new linen closet and blocking for new shower grab bars, bench seat, valve, door, etc • Relocate plumbing to new locations. • Install new cultured marble shower pan • Install %" cultured marble bench top • Install 3/8" cultured marble solid surface wall panels complete with corner soap dish • Caulk and finish all panels • Install grab bars at customer chosen locations. • Plumbing fixtures and hardware to be brushed nickel to match existing fixtures. • Install frameless heavy 3/8" shower door of customer choice • Drywall and finish closet area • Paint all new constructed areas with low or no VOC paint per manufacturer recommendation • Install bi -fold door to match existing doors • Install new %" underlayment • Install new vinyl flooring of customer color choice • Install new trim • Reset fixtures s- '� 5' -3" 3' r c� r 1 u Z�x 6sd DEVELOPMENT INSPECTION REPORT ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT DBQARTA9M0FPMMCW0Rn DATE: 07/13/06 LOCATION: 5715,5685,56 5 37'Ave TIME: 9am WEATHER: PC Warm INSPECTION TYPE: PRE-BUILD CONCURRENT FINAL X DEVELOPMENT NAME: Riley Roost GENERAL CONTRACTOR: SUPERVISOR: SUBCONTRACTOR: SUPERVISOR: GENERAL COMMENTS: The Property on the east side of 37`" Ave drainaee was good and drained back towards the street The west side of the development drains north from 37th along, the west property line to the area between two houses (5715 & 5685) There is a low spot between the two houses that does not drain. The contractor may have to rearade this area. PP-oP L/.uc was na~J TD Fu.vL ~c- 72 PLUS . INSTRUCTIONS TO CONTRACTOR: 44-So Ls Rzo-ST- ps A 5VBD,vts'ao so D6R*7 ,u t&~;7 Glc- ' oA.5 P44012- Tn /SS~~trX' PUBLIC WORKS INSPECTOR: or_ C. 0. _ DATE: CONTRACTOR: SUBCONTRACTOR: DATE: ' DATE: Rev 7/03 07/10/06 15:59:40 bp435-wr Permit#: INSPCT#: ADDR: DESCR: Jv Contact: COMPANY: Type : CIRCLE ONE: City of Wheat Ridge /f 4i d Cu Page 1 KShutto 018908 INSPECT DT/TM: 07/11/06 12:00 AM 20 ACTUAL DT/TM: BY 5675 37th Av Parcel: U1293 Single Family modular 30 x 48, Lot: Block: 0 with attached 12' x 22' garage Subdiv: Unassigned Ed Kaufman 303/919-6331 fpw Public Works Improv. COMPLETE INCOMPLETE PARTIAL CANCEL in-day: TUESDAY Phone No: 303/235-2855 Description: Dave Brossman comp-name: City of Wheat Ridge 07/11/06 12:00 AM BY:dfb STATUS: TYPE: fpw - - - - - - - - - - Permit#: 018907 INSPECT DT/TM: 07/11/06 12:00 AM INSPCT#: 13 ACTUAL DT/TM: BY: ADDR: 5685 37th AV Parcel: U1292 DESCR: Single family modular. 30 x Lot: Block: 0 48, with attached 12' x 22' ga Subdiv: Unassigned Contact: Kingsley Whipple 303/919-6331 COMPANY: Type: fpw Public Works Improv. CIRCLE ONE: COMPLETE INCOMPLETE PARTIAL CANCEL in-day: TUESDAY Phone No: 303/235-2855 Description: Dave Brossman comp-name: City of Wheat Ridge 07/11/06 12:00 AM BY:dfb STATUS: TYPE: fpw Permit#: 018909 INSPECT DT/TM: 07/11/06 12:00 AM INSPCT#: 13 ACTUAL DT/TM: BY: ADDR: 5715 37th AV Parcel: U1294 DESCR: Single family modular 30x48 w/ Lot: Block: 0 attached 12' x 22' garage and Subdiv: Unassigned av Contact: James Pryor 303/919-6331 COMPANY: Type: fpw Public Works Improv. CIRCLE ONE: COMPLETE INCOMPLETE PARTIAL CANCEL in-day: TUESDAY Phone No: 303/235-2855 Description: Dave Brossman comp-name: City of Wheat Ridge 07/11/06 12:00 AM BY:dfb STATUS: TYPE: fpw - Permit#: 019168 INSPECT DT/TM: 07/11/06 12:00 AM INSPCT#: 22 ACTUAL DT/TM: BY: ADDR: 3240 Iris Ct Parcel: U1332 DESCR: New single-family residence Lot: Block: 0 Subdiv: Unassigned Contact: Lou/Mario Ficco 303/863-0489 COMPANY: Lou-Mar Construction Type: fpw Public Works Improv. CIRCLE ONE: COMPLETE INCOMPLETE PARTIAL CANCEL in-day: TUESDAY Phone No: 303/235-2855 Description: Dave Brossman comp-name: City of Wheat Ridge 07/11/06 12:00 AM BY:dfb STATUS: TYPE: fpw l Date:_ ! LY D~ A c c ADDRESS:' .11 111-11, Certificate of. Occupancy I Completion has been requested for:. PURPOSE OF STRUCTURE: I~ V 1 L Building Department Approva Remarks: Zoning Approval: EP -r-7 Remarks: t Public Works Approval: 7 < Remarks: Fire Marshall Approval: (If Applicable) Sanita#ion District Apl (if Applicable) Remarks: Water District Approval (If Applicable) z S S } C c S 5 Remarks:. r ra W ~ a (D CL 0) C V w d 0 0 3 N U (C CL IV U O CD p 01 7 N a u~ Q ~a 00 v rn Yi Q a c - m V 00 U ca CO) O z i LU U ~ h (9 O Z CO W Q M t z z w d J Q a a a J O J 0 O Cl) F Q O O V w Z y 2 Z U t V J 0 . z H LL yy N z O w 0 ~ U _ k E z LL _ LL 0 O LL g (A w tu- ~ C O ra N C 7C7 O m 0 c -p m m U G1 a s s c Q w rn ~ a L a w 10 O m F t aUi = ej Cc _ c 7 I. C 5 U 6 . .~Q 'CL 3 J S' ~ y V .a o b x`41 N C LL ~ C c eo E Z E r eo 3 O 0 ~ LL LL. LL O W a V Z LW r LL. a O Z Z a V V r-u tll CO) CO) Hill V Q M V Lel W W m O LL id x w d. J am~ki to uj t ~j v to tQ U I{ +A .v ,s or24 ~k A ~t a.= e.~ 6 a = w 0 0 Z > ~ w 0 O a U N Z \ W O -N , j - w C M Q~ tV .O C co V 0` L L a~ 0 ~ N V 1 O U H a w 0 No 0 0 - 0 N a m 'o z 0 V N ' O w M Q~ C4 w M te A , L N V 0 a d 'O Q Q A O ~ 0 N d C Q .Q ~ O 7 L k f cal '~A h e 1l N f~ VI`F 1 C O V C Q cC L w R V N co E c a> a~ as L c 0 aUi rn I' J 004 C N a) M t M R a CL N V c • i w V N E c a) aD a e r N c O ~ aa) rn N cn M 0 N -C Q G Y DEVELOPMENT DEPT COMMUNIT 4M,&H Inspection Services Division (303)235-2855 Correction Notice Job Address: J7/, '4c/.~ T po, y e22weF4 2 TiCf/r.v /ate s C,Qn~..v~ i Q /✓a /.ea.z .6n ,eon When corrections have been made, call for re-inspection at 303-234-5933. ~I Date: Z Z7 DS V Inspector DO NOT REMOVE THIS NOTICE. Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 c[ydFVhieetRad~je 4 Permit Number 18907 6/29/2005 Inspection Line 303-234-5933 Residential New SFR PROPERTY 5685 37th AV UIIIt: OWNER: Kingsley Whipple (303) 919-6331 Description - Single family modular. 30 x 48, with attached 12'x 22' garage and 6'x 20' porch MW Units: 1.. Occupancy: R-3 Walls: 2X6 Roof: comp . Stories: 1 Sit Feet: 0 I hereby eertfy that the setback diamor s p p ed by this permit pphcabon are votq and do at vmlate applicable arditl ees, value o gut hem ftha City of Wheat Widg covenants, is estnctio of recorR that all cousin rem Jfjl'ho n and allg h mmade are rate that fhave read and agree to abide by all conditions p t d on this pphcati assume fail ypons,bWt phence with the Wheat Midge pending Code (U.B.C.) and all other applicable Wheat Mdge or"Ves, far work un isp sc ~J 1 This permit was issued in amordance with the pLions et ~bi you pph ton and is subject to the laws of the State of Colorado and to the Zoning Regulations and funding Code of Wheat Ridge, Colorado or any other applicable ardiummew of We City. - 2 This permit shall expire B(A) the work anthariud is at amme iced within sicty (60) days from issue date or (B) the bonding authoriiend is suspended at abandoned fora period of 120 days.. 3 Ifths permit expires, permit may be acquired for f ofo a-han'W amt normally required, provided no changes have be ll be made in the original plans and s crificanans and any suspension at abandonment has not exceeded one (1) year. If thangue are made or if s spensmn or abandonment exceeds brae (1) y., fail fees alien be paid for anew permit 4 No work of any manner shall be done that will change die natural flow ofwater causing a drainage problem. 5 Contractor shall notify the Building forfeiter twenty-four (24) hours is advance for en inspections and shall receive written approval on inspection card before proceeding with successive planes of the job. 6 no i ssaance ofo permit or th fdrp sand spvd`fl M1 ll at be construed to be a permit to, or an approval of, any violation of the . prov ens ofthe bu0a it NCny!Wri dNaamg~ hem _ Chief Building lnaPCCtor ma,rav vn.z Wednesday, June 29, 2005 Page 1 of 1 BUILDING PERMIT For inspection this permit must be posted on the site and visible from the street. TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1) The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. 2) The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification is required from the civil engineer of record. Inspections are performed by the Public Works Department. 3) The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works Department performs public improvements inspections. 4) The completion and-approval of a Certificate of Occupancy Application form and final inspections. Inspections are performed by the Building Division. All the above items must be completed and approved by Planning' and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements concerning the property which may be affected by failure to complete the above items and obtaina Certificate of Occupancy: I have read, understand and agree to the foregoing terms and conditions. I have received a copy of the application for Certificate of Occupancy. Name (please print)._ Building Permit CITY OF WHEAT RIDGEy 7500 West 29TH Avenue Wheatridge, CO 80033% 303-235-2855 CayarvM~e [r~Aye Residential New SFR Permit Number 18907 6/29/2005 Inspection Line 303-234-5933 PROPERTY 5685 37th AY Unit: OWNER: Kingsley Whipple (303) 919-6331 Description Single family modular. 30 x 48, with attached 12'x 22' garage and 6'x 20' porch Authorized By Building Approval Zoning Authorized On 6/29/2005 Approved By CR Must comply w/ notes and subject to field inspections. Furnace to be installed as 90% AFUE Authorized By Public Works Approval Zoning Authorized On 6/22/2005 Approved By DFB Drainage cert req'd prior to C/O (for the lot). See attached sheets. Authorized By Zoning Approval Authorized On Zoning R-IC Approved By TRC See attached sheet ~IItlONOIRS t OWPWIeenbtotor is responsible for iowlingptyktd' lines ad oonsttueting improvements according to tit approved plan and required development standards. The City is not responsib4 !cr'_;;_ :i<information submitted within the p: action I -J orrors resulting from inaccurate inforinauun. City of Wheat Ridge PRESCRIPTIVE ENERGY CODE BOILERS 1 FURNACES A MINIMUM OF 90% AFUE GAS WATER HEATERS A MINIMUM OF .60 ENERGY FACTOR ELECTRIC WATER HEATERS A MINIMUM OF.93 ENERGY FACTOR SETBACK THERMOSTAT REQUIRED (EXCEPT HYDRONIC HEAT) R-21 WALLS a R48 CEILINGS a R-19 CRAWLSPACES Wednesday, June 29, 2005 Documents fvcm the manufacturer shall be onsite for final roof inspection which specify roofing materials have been installed to meet 110 MPH tk ve-socond wind gust---IBC (90 MPH wind load -UBC). LAND 5-Ct VE-R-t?! ? E Single and two.f4Amily .residential uses Secrio:: - ?.(i-SO_ ; Ci. I R b) L One street tree per seventy t /0) ;cer (br Portion thereof) ofstreet f onioge u, 4e;:%~!ced twhin the front setbackprior to issuance V a cc,,'41ease QM'ncncy L No less than fluent} ive Percent {25%) of,he grass lot area and no less than one bandred percent (100%) of the front yard shall be landscaped Contact the Planning Department for permitted AneeiCe and sizea of street trees. w.,,nre~eVeV TtFO?iTREMENTS Section ~ 26-501 (D, 1) rve ] t "F lror one-or nvo family duvet' .10 the ' 4e r~ n 'r.re of fed (25) of r r,i nr, ^a cg2Be l of l pavement into tare 'drt ,;otvcr asphalt, brick pavers or sianlcn° a<:rcr+a!-s. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of w"E'T~ BUILDING INSPECTION LINE - 303.234-5933 Date: g CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) COI~A~ APPLICATION L,Oy~~, ~,[oo~ -ak Property owner: A 7cjs/~ LC1 A +)W/Q.L"A- Property Address:S490jT 40 3 7 /f xa- f u9-0~4&j yt- Phone: Contractor License No.: 97d -gjz'_Pa15 Company: Genesis i` z-WJ%_Q Phone yea J'k z3e' OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dept Valuation Figure: $ ILI0..1 C5 i I hereby certify that the setback distances proposed by this pennit 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 a0 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 Wheal Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit Plans subject to field inspection. ` L U (OW NER)(GONTRACTOR): SIGNEOL_ DATE Value:$ $2y 3i y 16I 1 Permit Fee:$ (a,35),%q Plan Review Fee:$ f~92 Total:$ (OWNERxCAHTRACTOR):PRINTED , C L~ DATE LL Use of Space (description):J 'A n Description of work: :V A~+Q A-trtitf { L ( o d A k CG.K . 3 G X LJa as W r fit C',~ga5( Sq. Ft. added _ DEPARTMENT USE ONLY Approval: Zoning: COMMENTS: Approval: Oan tt4 eel- /KC{rl r.loTerj WORKS COMMENTS: "I" S~-G I~• Approval: DEPARTMENT COMMENTS: Approval: JUC I, K400 L't /I/^1 J / t, 2995 Al-w- Gvrel/ciC/ Gore ~.rit1 Qlan(s sti6jeC( roc Walls: `ZAL,2 Roof: GOAl Q Stories: i Residential Units: 19 o: Mechanical License NO: Electrical License No: /J Plumbing License Company. lt'c 14 e~ompany. 769 Company. ZAICIFCc ~ 2 T 9e5- ~g, 3SZ-97 Z.7 ~~-352 - g7A7 Expira5tiort~ate. Expiratione: Expiration Date: Approval: Approval: Approval: (1) This paring was issued in accordance with the provisions set forth in your application and is subject to the laws 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. (2) This permit shall expire d (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building allUXXiZW is suspended or abandoned for a period of 180 days. (3) If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or wig 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 shag be paid for a new permit. (4) No work of any manner shag be done that wig charge the natural lbw of water causing a drainage problem. (5) Contractor shad notify the Building Inspector twenty'far (24) tours in advance for all inspections and shag receive written approval on Inspection card before proceeding with auaessne phases of the )ob. 18) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for. nor an ons of it*build'ing codes or any other orinance, law. rule or regulation. All plan review appnwel si b sub to Ii!Kx ee~ Chief Buildi g O c COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of w+e'rq BUILDING INSPECTION LINE - 303-2345933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033-(303-235-2855) `°t«~~°° t APPLICATION LhojLS, ~,L~ ~tltf Property owner: &'A V_V i4 CV /j n Property Address:SGbg W 3 7 /Jew-- f G~4jeoAre'.~ Phone: Contractor License No.: 970 _ Company:~ Phonr.8a7 ~(ff- t3~o3L owNER1CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dent. Valuation Figure: $ 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 Value:$ 7- Wheat Ridge or covenants. easements of restrictions of record: that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all Permit Fee: $ conditions printed on this application and that I assume full responsibility for Plan Review Fee:$ 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. e Use TaX:$ rv-~ DATE Itlq CTotal:$ IOWNFR)1CONTRACTORI: SIGNED (owHER)(CONTRACTOR):PRSREo V (tit--DATE Use of Space (description): n / n Description of work: Srr' Ar p r'1 r {~(~c~s~ caste . 3G x 1 G¢~ r !H G>L~ a1( Sq. Ft. added BUILDING EPARTMIENT USE ONLY QIVL:.~49~__, COMMENTS: A,k Approval: Zoning: G COMMENTS: Approval: WORKS COMMAENTS`DRA"/4,46,E LET RS;q>`)S PPAOk ra e. D . L/~c77A9F_4O7) Approval: I S 6T Sd-f~-ms's DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: //JJ Plumbing License o: QMechanical License o: Company. ,(J,t u.~Pany ~LAAa" w" Company. s ~j 2 'r-4SCS ~ 3p2-`}7Z7 3o~3Se- -,77A7 Expiryt>orrtate. Expiration a Expiration Date: ADDrovat- Approval: Approval: (1) This pelt was issued in acwWance with Ole provisions set forth in your application and is subject to the laws If the State of Colorado and to the Zoning Regutab" and Building Codes of Wheat Ridge. Colorado or any other applicable ordinances of the city. (2) This permit shall expire if (A) the work aut horaed is not commenced within sixty (90) days from issue dab or (B) the building aut card is suspended or abandoned for a period of 180 days. (3) if Dais permit expires. a new pert may be sotluired for a fee of one-half the amount normally required. provided no changes have been or wit be made in Ca ongi air plans and specifications and any suspension or abandonment has not exceeded one (1) year. 8olwnges have been or If suspension or abandorknern exceeds one (1) year. full fees shall be paid for a new permd. (4) No work of any manner shall be done that will orange On natural lbw of water wising a drainage problem. (5) CpNacbr slat no* to Building inapedar hrergy4orr (24) fours in advance for all 'ohs wftns and shall receive w Men approval on irspeNon card before fxoceedvg with successive phases of the job. (8) The "jar" of a permit or the approval of drawings and specifications shall not be construed b be a peril for, nor an approval of. any violation of the provisions of the building codes or any other ordinance, law, rub a rapdatim. Al plan review Is subject to held Inapectlaa. Chief Building Official COMMUNITY DEVELOPMENT DEPARTMENT O1 '""E'T a BUILDING INSPECTION LINE .303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235.2855) ~ocoa~~ A - Property Owner. A xjS/ W " Property Address-.-6-4,9-56 to) Contractor License No.: Company: G en es is OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND I hereby certify that the setback distances proposed by this pe accurate. and do not violate applicable ordinances, rules or mgu Wheat Ridge or covenants. easements or restrictions of record: e shown, and allegations made are accurate: that I have read and conditions printed on this application and that I assume it compliance with the wheat Ridge Building Code (I.B.C) and all oti Ridge Ordinances, for work under this permit. Plans subject to fi IOWNERXCONTIUCTORI: S*GNE0 L._ (OWNER)(C09rRACTOR):PRWTED Building Permit Number: Date: Lnee.~ ~ul~la le~_ (I ue-i) hea'-k -te loc~ke Psi Use of Space (description): g Description of work: 5; A-rr f AxKf/ AtGd-"Cst- . 3G X L181 C¢~ i 1 Sq. Ft. added BUILDING DEPARTMENT USE ONLY $tG Sq F COMMENTS: v /`C J Approval: J r)r Zoning: \4- g pQ p~ G COMMENTS: ` Approval: s WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential fd-i7f'C~f7.'~f'~4aX ElecVical License NP: /J Plumbing License o: Mechanical License No: Company- AA-4f ee- " Perry- : Let Company. oc~~qy 3~ 352-9727 ~o~3SZ - / A7 Expi aief2 Expirationa alte- Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provimons set forth n your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Butldi g Codes of Wheat Ridge. Colorado or any other applicable ordinances of the city. (2) This permit shag expire if (A) the work authorised is not commenced writhe sixty (90) days from issue dale or (a) the building autwiaed is suspended or abandoned for a period of 180 days. (3) N this pemdt expires. a new permil may be acWired for a fee of one-hall the amount normally required. provided no changes have beer orYA be made in the original plain and specifications and any suspension or abandonment has rot exceeded one (1)year. OCIM19 S have been or If Suspension or atardmrmert exceeds one(1)year. Rol lees shall be paid for a new permit. (4) No work of a" manner slat be dons that wi charge the natural Bow of wafer cawing a drainage problem. (5) Contractor still notify the Building trapector taemy-fow (24) hours in advance for all inspections and stall receive written approval on Inspection red before proceeding with successive phases of the job. (fi) The issuance of a pemdt Or tine approval of diawage and spedfwab" shat not be construed to be a permit for, nor an approval at, any violalon of the provisions of the building codes orarryotlrorordnanoe, taw, rub orregFiatim. Allplan revaw is subject to Raid trapectbra. Chief Building Official City of Wheat Ridge of ""EAT Community Development Department ~m Memorandum ~~~oRp~~ TO: Building Contractors FROM: Planning Division SUBJECT: Items to be completed/New Single- or Two-Family Structures DATE: 13 April 2005 Listed below are a few items to consider while finalizing construction of a single-or two-family structure. Before a certificate of occupancy can be issued for a new single-family or two-family structure, the following items must be complied with. 1. If a driveway is proposed, the first 25 feet of drive surface area must be paved. The driveway may be surfaced with asphalt, concrete, brick pavers or similar materials. The driveway must abut the existing edge of asphalt on the street, which may require paving within the right-of-way. If paving occurs within the right-of-way, a right-of-way permit is required from the Public Works Department. 2. One street tree must be installed for every 70 feet of street frontage. If the structure is a corner lot with frontage on two streets, each frontage is subject to this provision. These street trees must be at least 2 inch caliper specimens. 3. One hundred percent of the front yard must be landscaped, excluding driveways and sidewalks. The front yard is defined as the first 30 feet from the front property line adjacent to the street. 4. At least 25 percent of the entire lot must be landscaped. The front yard landscaping may be counted when calculating this figure. 5. No more than 50 percent of the landscaped area may be comprised of turf. Low water turf (such as buffalo grass, blue grama grass and tall fescue) is encouraged. 6. No more than 35 percent of the landscaped area may be non-living material, such as rock or bark. Living materials planted within rock or bark beds may be excluded from the non- living calculations. 7. If the landscaping cannot be completed due to inclimate weather, an escrow must be submitted for the estimated cost of landscaping installation and quantities. The escrow shall be in the form of 125% of the value of the required landscaped area. 8. It is possible that the Public Works Department may require either construction of curb, gutter and/or sidewalk or that an escrow be submitted for the full amount of these public improvements. It would be beneficial to contact the Public Works Department to discuss the potential for public improvements. 9. Any fence, outbuilding, shed or detached garage will require a separate building permit. If you have any questions regarding these or any other requirements, please contact the Planning Division at 303.235.2846, or go online at www.ci.wheatridge.co.us DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: Applicant: Location of Purpose of Construction: SF1 Single Family _ X Commercial DEVELOPMENT REVIEW FEES Multi-Family Development Review Processing Fee: $100.00 $ /DD •co (For document processing) Single Family Residence Review Fee: $50.00 $ SID- 60 (For review of applicable technical documents) Commercial/Multi-Family Review Fee: • (For review of existing technical documents) $100.00 $ • (For review of technical documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDOT Access Permit Fee: $150.00 $ (for document application and processing) Traffic Impact Study Review Fee: (For document review and processing) $200.00 TOTAL REVIEW FEES (due at time of building permit issuance): $ /50.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF ROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date 6 ~9 Z~~ Phone # S9V 22Q-7--~ Building Permit Value: KAFORMS&LE TERSDEVELOPMENT FORMSFce Svu (6-8-04)Am Rev6 ti o~WH~T~O DEPARTMENT OF PUBLIC WORKS m SINGLE-FAMILY/DUPLEX BUILDING PERMIT APPLICATION REVIEW °4ioRnoo Date: _se. &4--A S Location: SGS.S W. 3-1"1AyszAyuG: ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a SI=Pl to be located at the above referenced address. Please note the summary comments below. 1. ✓ Drainage: a. Proposed Grading/Drainage Letter & Plan required: Yes No b. Lot drainage/grading to be reviewed by Building Division: c. Site drainage/grading plan has been reviewed and is: t/OK _ Not OK; refer to stipulations. 2. ✓ Public Improvements to be completed: a. street paving/patching: _ Yes ✓ No b. curb & gutter. Yes ✓ No c. sidewalk: Yes ✓No If not, the amount of escrow taken: $ Items escrow is taken for. I/d Has Escrow Agreement been executed: _ Yes - No 3. N!/t State Highway Access Permit needed: _ Yes No 4. Does all existing roadway/alley R.O.W. meet the standards of the City: .i Yes _ No If not, what is requested: AJA- If R.O.W. is required, has the deed been received: Yes _ No 5. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. Signature David F. Brossman, P.L.S. Date b. A)IA- NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason(s) stated: Signature David F. Brossman, P.L.S. Date 7. Stipulations attached: - Yes - No g. ✓ A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (C.O.) 9. ✓NOTE: Any damage to the existing Public Improvements as a result of this construction is to be repaired to meet City standards by the Permit Applicant prior to the issuance of the Certificate of Occupancy. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29' AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 4/2zA& ADDRESS S69S /a• 37""1,4vc=;uc e Dear 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 damaged from related construction) to an acceptable condition, as determined 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 determine the existing condition(s) of the public improvements 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 Residential Worksheet (SF/Duplex) Submittal requirements: Copy of Deed 0 Site Plan (to scale) Elevations D- Address: 5(g66 w' 2-7LU- Zoning: Use: pjaS Property in the flood plain? I JO Lot Size: X31 1~sq . ft. Lot Width: 5b ' 8q ft. Maximum Lot Coverage: 4G" % Proposed Improvements: House: 14-'56-0--t sq. ft. Addition to House: 28P7 sq. ft. *Shed: sq. ft. Detached Garage: sq. ft. Proposed Lot Coverage: (Total) 31' S3 % Z 212, S Sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Other: sq. ft. 1143' esq. ft. W Required Setbacks: FR 3o S S 5 R S Provided Setbacks: FR 3a 3 S Maximum Height: 35 ft. Proposed Height: t~. $ eft. S•-C-1-7 S l1'4F: R lC'`_ Maximum Size: zz- 1Z'!`' sq. ft. Proposed Size: 1^143 ' sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to 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. For all uses, one access point per property is permitted. *Metal sheds in excess of 120 s.f. not allowed. Landscaping Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: l Street trees provided 06/06/2005. 09:25 7209744837 MORITZ TITLE CO PAGE 04 (n. ! 1139 lH sa. rel?5073 po fe2005 10112.41 par 001-OD1 RECORDED IN63EFFERSON CII NTYe COLORADO WARRANTXElm THIS D156D, dated February 14, 2005, between BSO Development 111, LLC of the County of Adams and State of Colorado, grantor, end Kingsley Whipple, whose legal address is 2753 Brsebum Lanc, Evergreen, CO 90439, of the County of Jefferson, and State of Colorado, smice: WITNESS, that rho grantor, for and in consideration of the sum of NINETY TWO THOUSAND FIVE HUNDRED DOLLARS (S92,500,00), the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does gram, bargain, sell, convey and confirm unto the grantee, his succearms and assigns forever, all the real popealy, together with improvements, if say, situate, lying and being in the County of Jefferson and Slate of Columdo, described as followr. Cut 5, Riley's Roost Subdivision, County of Jefferson, State of Colorado. also known by ousel and number as. 5685 West 3711% Ave., Wheat Ridgy CO, 50039 assessork schedule or parcel number. 3139441524 TOGETHER with all and singular the haodilameMs and appurtenances tha wnto belonging, or in anywise appertsitim& the reversion and reversions, remainder and remainders, rents, issues and profits; thereof, and all the plate, right, title, inhresk claim and danand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the herWitaments and appurtenanoes; Q TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the wasnac his successors and assigns forever. The grantor, for its self, its r heirs and pemmil representatives. do covenant, grant, bargain, and ogres to and with the grantee, il his successors and assigns, that at the time of it* auesling and delivery of these presents, is is well seized of the premises above conveyed, has good, sure, perfect, absolute end indefeasible estate of inhedtsece, in law, in The simple, and bar good right, fall power and lawful authority to grant, bargain, sell and convey the same in manna and form as afsreasid, sad that the same are lien and clear from all forma and other grants, bargains, sales, lien, taxes, aseessmans, encumbrances and restrictions of whatever kind or nature whatsoever, except taxes for the year 2001, including all taxes stow and heretofore released, not yet duo or payable The grantor shall and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of the grantee, his successors and resigns, against all and every person or persons lawfully claiming the whole or any part thereof. IN WITNESS WHET , the grantor has executed this deed on the dale set forth above. Fed d J KaufinAaa MaagerofESOco m1y 41C STATE OF COLORADO ) )as. COUNTY OF JEFFERSON ) The foregoing instrument was acknowledged before me February 14, 2005, by Edward J. Kaufman in his capacity as manager of BSG Development IR, LLC Witr eas my hand and official seal. CHAMES A. 21MMEWN Notary Public NOTARY PLUG S7Ah a (OL DO My commission expires: 1%W060 w 7 EAT I\DGE S /f I"STRI ~ 1O4R s,`, (303) 2844 .:PAX (303) ~S 6827 W. 38th Avenue • . Box 637 • Wheat Ridge; C0 800 7 Account # Date( % Name Address Total Paid Check#~ Discount Y Y F01 19 k i Wheat Ridge Sanitation District 7100 W. 44th Ave. #104 P.O. Box 288 Wheat Ridge, Colorado 80034-0288 FAX: 303-424-2280 Phone: 303-424-7252 Receipt of Tap Fees Paid Metro Wastewater Reclamation: Wheat Ridge Sanitation District: Inspection of Hook up: Sand/Grease Trap: Other: TOTAL: Date: y~/9/os Check No.: Recd By: N 87.30*480 1W m ~ J U N Z 1 9.15 70 XT'r~ 10' UTILITY AND DRAINAGE EASEMENT SEE NOTE 3 > I 1--5' 6,9480SO.FT. so 8s' 5765 1 0.46' W 70.00 I 50.85 W U. S89.46'35'E w o I ZN -N LOT 7 ON 5,126 66 .FT. U Z ° aw o . ~VNQ low ~ Nz ~ 50.85 o Q S89.46'35' w M' l w>c 0 oom a C O Oww C a 0 >z 5 85 o o I SOFT. o--- 0. < c Z a O m N I 5725 w ~SO 8.55. E Hw I* i 0 a co LOT 5 0l o° 5 , 125 SOFT. o 01 5A A& O S89.46'35'E I I 0 0 8 LOT 4 cl 5,084 ? SA.FT. 0 SO5 _ S89.46'35"E I 50.84' COMMUNITY DEVELOPMENT DEPARTMENT of w"EnT BUILDING INSPECTION LINE .303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `~r~A~ APPLICATION Le Property Owner: &~,C'a" rtpc J\rr Property Address: 56 7-T A) 3? Contractor License No.: Company G QA)V_S fS Building Permit Number: Date: Phone: & 9~-53e-£saz-' OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT BUlfdinQ Debt. Valuation Figure: S_ t 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 V alue:$O A- 6tro, Wheat Rage of covenants. easements Or restrictions of record; that all measurements shown. and allegation made are accurate; that I have read and agree to abide by all Permit Fee:$ conditions printed on this application and drat I assume full responsibility for Plan Review Fee:$ compliance vAth the wheat Ridge Butding Code (I.B.C) and all other applcable Wheat Review T e: spection. Ridge Ordinances, for work under this pemtL Plans subject to Total:$ 4-7 towNeRxcoNTaACTOR>: shGNED -!r (oWNER)(CONTRACTOR):PRwTED f'a rr-~=DATE Use of Space (description): Description of work: ~i rvr ~y~„t /A'~crdd .b XLj8 , tUr 1°~ Sq. Ft. added BUILDING DEPARTMENT USE ONYY ~ q,G COMMENTS JV if v Zon : Yid xNG COMMENTS: ` Approval: ,C WORKS C0MMENrs;DRr -/,V4e j5 GE?P" )C:-_a•e ZaT R4E4> % FAM>4 TD G. D . Approval: DEPARTMENT COMMENTS: Approval: ,hnancw Walls: Roof: Stories: Residential Units: Electrical Liicertse No: ~ ~Py,+lumbing License No: p Mechanical t~erlse o: Company. Ajv ~ Ze roe mioiadA(xnpany 7 + ' Company. ~L-~7Z7 E p da{ 7~~ as~ Exp~ti rtD'aTe`' Expiraaa ate: Approval: Approval: Approval: (t) This rapermit tio was jawed in accordance with the WOVISIOM set Bui Codes of wt eat~Ridge~Colorado or any oo0w applicable masncs of Cokhrado and to the Zonirng Reghtatans and the city. (2) This permit shag expire If (A) the work authorized is not commenced within sutY (90) days from issue date or (B) the building autlrormed is suspended or abandoned for a period of 180 days. (3) If this permt expires, a new permit may be acWired for a fee of ona4tat the amount normally required, provided no cha^ges have been orwo be made in On original plans and specifications and anysusperuion orabardonmem has not exceeded one (t)yemr. defiling" he" been at IMSPOnem or abandomned exceeds Onie(1)year. fug fees shelf be paid for anew permit (4) No work of any mariner aha0 be done flit vA doings the natural how of AVIV owing a drainage problem. (5) Contractor shag Toth, fro &A*s Inspector eii, bu (24)' an in advance for all inspections and shag receive written approval an ihapedfon card brae proceeding wth successive phases of the )ob. (e) The "Arm of a permit or On approval of dr"AnDs and spsdgcat°^s slag not be construed to be a permit for. nor an approval of. any viciow done poisons of One building codes or any otherordxwnce. Law. rub or regulation. All plan reviow is subject to field IrupecdOm _ Chief Building Official ;JBLIC WORKS ,DING PERMIT APPLICATION Phone # ZOE Location of Construction: _S475 W • 37'"t 4v4-=;v&49- purpose of Construction: S_F?1 Building Permit Value: Single Family K_ Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ JOO.OO (For document processing) Single Family Residence Review Fee: $50.00 $ So .456 (For review of applicable technical documents) Commercial/Multi-Family Review Fee: • (For review of existing technical documents) $100.00 $ • (For review of technical documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDOT Access Permit Fee: $150.00 $ (for document application and processing) Traffic Impact Study Review Fee: $200.00 $ (For document review and processing) TOTAL REVIEW FEES (due at time of building permit issuance): $ /SO • oD PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTR CTION ,F ROVEMENTS WITHIN PUBLIC RIGHT-OF-WA Signature of Applicant Date K:TORMS & LE TERSDE VELOPMENT FORMS "Svurnve (6-9-04).doc Rr don OF WH~T9 DEPARTMENT OF PUBLIC WORKS SINGLE-FAMILY/DUPLEX BUILDING PERMIT APPLICATION REVIEW cotonno° Date: 4 /Z?=as Location: 56-75 W. 37~``~v~u•~ ATTENTION: BUILDING DEPARTMENT 1 have reviewed the submitted application documents to construct a -5FrR to be located at the above referenced address. Please note the summary comments below. 1. ✓ Drainage: a. Proposed Gradin&Dminage Letter & Plan required: ✓ Yes - No b. Lot drainage/grading to be reviewed by Building Division: ✓ c. Site drainage/grading plan has been reviewed and is: i✓OK - Not OK; refer to stipulations. 2. ✓ Public improvements to be completed: a. street paving/patching: b. curb & gutter. c. sidewalk: If not, the amount of escrow taken: Items escrow is taken for. _ Yes r/ No _ Yes _v No _ Yes ✓ No $ A, / Has Escrow Agreement been executed: - Yes - No 3.'111+ State Highway Access Permit needed: - Yes - No t the standards of the City: ✓ Yes _ No q. Does all existing roadway/alley R.O.W. 74+e If not what is requested: A.)if R.O.W, is required, has the deed been received: Yes _ No 5. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. Signature David F. Brossman, P.L.S. Date b. J1JL NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason(s) stated: Signature David F. Brossrnan, P.L.S. Date 7. Stipulations attached: _ Yes - No g. ✓ A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (C.O.) 9. _V NOTE: Any damage to the existing Public Improvements as a result of this construction is to be repaired to meet City standards by the Permit Applicant prior to the issuance of the Certificate of Occupancy. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29' AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 412-2165 Dear Contractor: ADDRESS S675 it; 37 r¢vq~~c 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 damaged from related construction) to an acceptable condition, as determined 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 determine the existing condition(s) of the public improvements 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 COMMUNITY DEVELOPMENT DEPARTMENT pf weE~T,P BUILDING INSPECTION LINE .303-234-5933 o CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235.2855) `~t~A~ APPLICATION Property Owner: &dA47'11,' DECK AV" Property Address: S6 ?S ruj3 7 H-^ Contractor License No.: 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 1 assume fug responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all otihge(dra~~psplicable Wheat Ridge Ordinances. for work under this permit. Plans subject to on. (OWNFRMCONTRACTOR): SIGNED " DATE_* (OWNER)(CONTRACTOR):PRINTED La Lc1 Use of Space (description): Description of work: 1 Z>< 2'Z ~~tc~ d Sq. Ft. added Approval: Zoning: COMMENTS: A ~F Approval: ra,~ r Approval: DEPARTMENT COMMENTS: Approval:. cf Roof: /4%I S.. a NO?&:~j Residential Units: Electrical License No: Plumbing License No: p Mechanical License o: Company AJ ,~e aj ompany Company. ~z-F7z7 F pia >a S~~_ EXpgU~o~D'aie: Z- 7-•2'~ Expira~~ion~ate: AADproval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws 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. (2) This permit shat expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If tits permit expires. a new permit may be acquired for a fee of one4W the amount normally required. provided no changes have been or will be made N the onginal pion and specifications and any suspension or abandonment has not exceeded one (1) year. t cihanges have been or if suspension or abandormhmd exceeds one (1) year. full fees shat be paid for a new permit. (4) No work of any manner shag be dome that we charge the mural flow of water causing a drainage problem. (5) Contractor" rig tte Building Inspector twenty-fomf (24) hours in advance for all inspections and shall receive written approval can Inspection card before proceeding wkh successive phases of the job. (8) 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, arty vidabon of the D~7sans of to building codes or any other ordinance, law, rule or regulation. All plan review W fall lnsp el' n CrG!/e° Chief Buildijt Official Building Permit Number: Date: Phone: 9 CI 5;--70-'59 0 -SOZ--~ Permit Fee:$ Plan Review Fee:$ Total:$ aryl -?(3 x y C45 , C4.), r 4 e.~ °-Q mT Co4 / 1/9 C 61~c~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: D~ '""E^la BUILDING INSPECTION LINE .303-234-5933 Date: CITY OF WHEAT RIDGE ^ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235.2855) APPLICATION Property Owner. do ~^~A _ Property Address: 56 ?S CU 3 7 8-' 4"Ll U.9'~o~' Phone: Contractor License No.: / \ yam- 3 2 " ( l ) Phone: Company 2JV t5~5 /~r►.25 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 Building Dect. Valuation Figure: S _ 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 Cdy of V alue:$C le a'-Or Wheat Ridge of covenants. easements or restrictions of record: that all measurements shown, and allegations made are accurate: that I have read and agree to abide by as Permit Fee:$ conditions printed on this application and that I assume M responslbitiy for Plan Review Fee:$ T T e: compliance with the Wheat Ridge Building Code (I.B.C) aid all other applicable wheat Ridge Ordinances, for work under this permit plans su*d to specoon. oATE Total:$ IOWNEnNCONTAACTOR): SIGNED (OwNER)(CANTRACTOR):PRWTED ] l✓ i-rn'~~ DATE Use of Space (description): / Description of work: ~i N Jf ~yy~„r, /17a~u,! nsndQ ~d Xc+'c'~'-) , we 1 2 34 2Z aO~CcC X00 (o' j«'~./c Sq. Ft. added 2 ~ a NG COMMENTS: Approval: \L, Zoning: DING COMMENTS: Approval: JC WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: DEPARTMENT I Juf# G -G Watts: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License NO: n ~ Company. AjK,oi'ijLtza.&)v" ~pany. Company. Z- `7127 ExpirawnIat 3rL-1F7Z7 E 3a } 'ae. xpire EXP D Approval" Approval: Approval: (t) This penilwas issued p1 acoordanC° with the povwons set forth in your application and is subjectlo the taws of the State of Colorado and b the Zoning Regulations and Buldmg Codes of Wheat Ridge. Colorado or arty otherappli abb ordinances of the city. (2) This perms stall *V" N (A) the work authorized is not cornnenoed within sorry (90) days from issue date or (B) the building atdh«med is suspended or abandoned for a period of 180 days- (3) U Iris pa ma ems. a new pwn* may be atyui ed for a lee of oneaaH the amount normally required. provided no changes have bear or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. Nchanges have been or N suspension Or abW%datmad exceeds One(1)year. W fees shall be paid fora new permit (4) No work at any manor shy be done that wi chase the natural flow of Mater causktg a gtralnage problan. (5) Cont aolm shag tw* tM Bu➢6rq I apedor bvady4ow (24) hours in advance for all inspections and anal receive vmftn approval on YspeclOn cad before proceeding with successive phases of the )ob. (6) The issuanxf of a per" or the approval of dnwkgs and speolkations shy not be construed to be a pennit for. nor an approval of, aMviolation of the pmvisionsd thsbuWng codes or anyohaordnance law, nde«reVA85 n. ANplanrovMw is subject to %W Irapsctions. Chief Building Official Building Permit CTI'Y OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 .CjyGiYMiaH.FBdge'" Residential Electric Permit Number 19615 12/23/2005 Inspection Line 393-234-5933 PROPERTY 5685 37+ &V Unit: OWNER: B56 Properties (720) 929-0435 Description - Teropory power pole FEES Fees Due Paid / Use Tax $5.40 $5.40 g v ~~~fff Permit Fee $30.55 $30.55 cC~ Total Fees $35.95 $35.95 CONTRACTORS Name License # Phone Cou ar Electric 21742 720 929-0435 Units: Occupancy: Walls: Roof: Stories: Sq Feet: 0 thereby caudly chat the setback dEmniwsproposed by this permit appacatioa are accurate; and do not ululate applirabl ordinances, rule ar regulations ofthe City of Wheat Ridge at conaembs,emeacems or restrictions ofrecord; that all messureme is how., and allegatiom made arc accurate, that I have read and agree to abide by as conditions primed on this pphcation, and that I assume fail responsibility for compliance with We Wheat Ridge Building Code(L.B.C.) and nDother applicable wheat mdgeordi , for work under IPy Permit. .t~,,, --A 12 fie =vim tuwnycxa.ory axw. `yn, 1 C/This permBwas/Weed in accordance with the provisions set forth in your application and is subject to Me laws ofthe State of Colorado a ad to the Taming Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinates of Me City. . 2 Everypermft issued shall become invalid .1. Me work o the site suthmrized by such permit B rommencd widds,180 days after its ismanre, or Rehe work - authorized an the site by such permit is suspended or abandoned far. a period of 180 days after the time ofwork is commenced. 3 nthis permitexptres, a aw permit may be acquired for it fee ofone-half theamo.t..any re,.ira, proMicif no changes W. been or will be made It the original flow and specifications and any suspeadon or abandonment has not exceeded one (1) year. ftchanges are made or ifampeasion or abandonment exceeds as (1) yses, fail tees snail be paid for a new permit. No wark of any maser shall be done that will change Me natural Dow of water cousin a drainage problem. 5 Contractor shall notify the flooding Inspector twenty-tour(24)lmmr headvance far nil iaspertions a ad shall receive smitten approval on inspection cord before proceeding with successive phase of Me job. 6 no I.... of. penq(to royal of drawings end tioa;shaD not be construed to be a permittor, or an appmai of, say violation ofthe provisions of d es or any other ordinan rreguladon. ChiefBWldixg. hospector /G SIGNED DATE Friday, December 005 - - Page 1 of 1 BUILDING PERMIT For inspection this permit must be posted on the site and visible from the street. TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, 1 do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1) The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. 2) The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification is required from the civil engineer of record. Inspections are performed by the Public Works Department. 3) The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works Department performs public improvements inspections. 4) The completion and approval of a Certificate of Occupancy Application form and final inspections. Inspections are performed by the Building Division. All the above items must be completed and approved by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements conceming the property which may be affected by failure to complete the above items and obtain a Certificate of Occupancy: I have read, understand and agree to the foregoing terms and conditions. I have received a copy of the application for Certificate of Occupancy. Building Permit MY OF WBEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 GtjrirlVh~e~.{~ge~, . Residential Electric Permit Number 19615 12/23/2005 Inspection Line 303-234-5933 PROPERTY 5685 37`x' AV Unit: OWNER: B56 Properties (720) 929-0435 Description Tetnpory power pole Authorized By Building Approval Authorized On Zoning 12/23/2005 Approved By c.root Friday, December 23, 2005 Page 1 of 1 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of WHegT P BUILDING INSPECTION LINE - 303.234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 (303-235.2885551) OOLORP00 PLIPY.AHO F Property Owner: 63 Prv F&MI s Property Address: S6,R5 w3-71" I" Phone: Contractor License No.: ` 21-74 L Company: Phone: w (~z6i-a y31- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit'appiication are accurate, and do not violate applicable ordinances, rules or regulations of the Cityof Value:$ D=c1 U 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 Permit Fee:$ 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 Plan Review Fee:$ Ridge Ordinances, for work under this permit. PI os subject to field Inspection. a TaX: (OWNER)(CONTRACTOR): SIGNED DATE Z-Z -C7 Total:$ (OWNER)(CONTRACTOR):PRINTED DATE use of Space (description): Description of work: ~o 0 PoweV- p0 J6 Sq. Ft. added COMMENTS: Approval: Zoning: COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT USE ONLY DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with the provisions setforth in your application and is subjectto the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado orany other applicable ordinances of the City. (2) This permit shall expire if (A) the work authodzed is not commenced within Sixty (90) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill 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 anew permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written 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 construed to be a permit for, nor an approval of, anyviolation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review Is subject to field Inspections. Chief Buildinc Official Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 a. CdyaEVM~vu Radge Residential New SFR PROPERTY 5685 37th Av OWNER: Kingsley Whipple Please Note: Owner/ contractor is responsible for locating property lines and constructing improvements according to the Zoning approved plan and required development standards. Approved By CRThe City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Description Single family modular. 30 x 48, with attached 12'x 22' garage and 6'x 20' porch Authorized By Building Approval Authorized On 6/29/2005 Must comply w/ notes and subject to field inspections. Furnace to be installed as 90% AFUE Authorized By Public Works Approval Authorized On 6/22/2005 Drainage cert req'd prior to C/O (for the lot). See attached sheets. Authorized By Zoning Approval Authorized On See attached sheet Authorized By Zoning Approval Authorized On Zoning Section-26-50i j._._..,•,_.__ Approved By DFB For one-or tiro-- <arnily dine +ings; the first/ twenty-five feet (259 of driveway area)rom the exisling edge of pavement into the site shall he surfaced with concrete arphak brick pavers or similar materials. Zoning R-IC Approved By TRC Permit Number 18907 6/29/2005 Inspection Line 303-234-5933 Unit: (303) 919-6331 Documents from the manufachfrer shall he onsite for final roof inspection which spec f roofing materials have been installed to meet 110 MPH three-second wind gust---IBC Zoning 12/21/2005 Approved By JH OK per attached memo w/ this date. City of Wheat Ridge PRESCRIPTIVE ENERGY CODE BOILERS / FURNACES A MINIMUM OF 90% AFUE GAS WATER HEATERS A MINIMUM OF.60 ENERGY FACTOR ELECTRIC WATER HEATERS A MINIMUM OF.93 ENERGY FACTOR SETBACK THERMOSTAT REQUIRED (EXCEPT HYDRONIC HEAT) R•21 WALLS ■ R-M CEILINGS a R•19 CRAWLSPACES Jmgte ana~~QiTP~r,-n..N A e two famd Wi Sec OOn y residential uses ses B. One sheet /see r76 502 (D, h a & b) tliereoA o frtreerjon-age lo'!~t Y /70) feet rethackprinr !n (or parlion issuance n placed (Whin the r IJ.J✓olercthannreiui,- facerlficateojncenn~Ont Int arec, and;rr : f°e l~errent/?~%)~fdve gm ofthe n r lesstha oneh;rndridperrofu t f ont ~,ar,i s:ha(•t ) /'rnds<_W:~r[ 00%) ts'i=all. ,s .4 „ , ,`terra Tuesday, December 27, 2005 Page t of 1 City of Wheat Ridge ~oF ""EAT ~o Community Development Department m Memorandum Cp~~RA~O TO: File FROM: Jeff Hirt, Planning Technician SUBJECT: 5685 West 371h Avenue Single Family Residence DATE: December 21, 2005 The above permit is approved with the following conditions/comments: 1. This approval is considered the final approval from the Planning Division. Disregard previous comments from the Planning Division, as conditions on the property have changed with this submittal. 2. The approved site plan is a revised site plan that was submitted to reflect the lot line adjustment, Case No. LLA-05-04. 3. The first 25 feet of drive surface area for the driveway must be paved, and all areas noted as parking areas must be paved. If the driveway is less than 25 feet, the entire length of the driveway must be paved. The driveway may be surfaced with asphalt, concrete, brick pavers or similar materials. The driveway must abut the existing edge of asphalt on the street, whether it is a public or private street. 4. One street tree must be installed for every 70 feet of street frontage. This lot is approximately 50 feet wide; therefore one street tree is required. The street tree must be in the 30 foot setback from 37`h Avenue. These street trees must be at least 2 inch caliper specimens. 5. One hundred percent of the front yard must be landscaped, excluding driveways and sidewalks. The front yard is defined as the first 30 feet from the front property line adjacent to the street. 6. At least 25 percent of the entire lot must be landscaped. The front yard landscaping may be counted when calculating this figure. 7. No more than 50 percent of the landscaped area may be comprised of turf. Low water turf (such as buffalo grass, blue grama grass and tall fescue) is encouraged. 8. No more than 35 percent of the landscaped area may be non-living material, such as rock or bark. Living materials planted within rock or bark beds may be excluded from the non- living calculations. 9. If the landscaping cannot be completed due to inclimate weather, an escrow must be submitted for the estimated cost of landscaping installation and quantities. The escrow shall be in the form of 125% of the value of the required landscaped area. If you have any questions regarding these or any other requirements, please contact the Planning Division at 303.235.2846, or go online at www.ci.wheatridge.co.us Residential Worksheet (SF/Duplex) Submittal requirements Copy of Deed 2 Site Plan (to scale) Address: 5ZJ F W 3 74"' M Zoning: R'lc Use: 5F Lot Size: SQPJ sq. ft. Lot Width: Maximum Lot Coverage: +o % Elevations Property in the flood plain? Va S°' $4- ft. &00 9.7A sq. f;. Proposed Improvements: (44- GaQ 3` r H-x, r fR cExisting Improvement(s): House: Q53. 3 sq. ft. House: sq. ft. Addition to House: sq. ft. Shed: sq. ft. Shed: sq. ft. Detached Garage: Detached Garage: sq. ft. Other: sq. ft. Proposed Lot Coverage: (Total) % (7 $ 3 sq. ft. Required Setbacks: FR 30 S S r R f sq. ft. Provided Setbacks: FR S (0'r S S' R (Z (w) CFA C N) R ew fioA.J Maximum Height: 3 S Proposed Height: ft. Maximum Size: 2,06'It 2-a sq. ft. ft. Proposed Size: (7~3.3~ sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to 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. For all uses, one access point per property is permitted. Landscaping Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100%r of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: J4- (7. 1, (-0 r DRAWiNG QF , 8,80 ~ 1Q2A0 ~ --,W.- ~--~j8,80` p~i M c~ tf) a ~ ~ SO°00'03"W 88.80' Df2AINAGE ~ ~ o~,~ ~ F wa~~ac~ ~ AINAGE EASMENT so 0o a S~ OU03 W ~02.0o TILITY ANQ DRAINAGE ~ASMENT 5 UTiL1TY AND DR 5 U ~ pRAIN~,AGE y i ~ ~ r.. - - CONCRETE CH , i ~ 1.96 ~ I F` ~ h- F- ~ Z Z Z AWL SPACE ; W W W ` CRAWL SPACE ACCESc ~ i ~ ~ ! cA ACCESS tA U1 , I ~ ~ ~ i ;r, W n w°° w ~ ~ LQT ~ ~ ~ ~ ~ ~t7 l.OT7 ° Q 5725 WES~' 37TH AVE. ¢ ~ ~ ~b z 5715 WE t~ w _ W ~ m ~ ~n M ~b ~ ~ ~ ~ ~ ~u ~ D$ Ll rn ' ~ f3 ARKING ~ rn ~ ~0 ~ i Z Z ~ Z cn Q Q Q ~ ~ ~ ur iMO J J ~ ' ~ ~ ~ ~ Q ~ ~ t~ i ~ ~ PORCM N , ~ CONCRETE ~ 30.00 ~ N ~ ~ ~.~3~` (U I~ ~ UI r+ , H , . .a t3RlVEWAY i o~~ ~ SO°00'03°W 98 ~.i SO OQ 03 "W 102.00 a i ' CURB AND GUITER 20.00' CURB AND i ^ li1 Z ! 0 ~ ~ ~ Z ~ Q W i ~ ~ ~ ~ 0 rS ° w . . _ _ ~ . _ Y ' 0 ~ _ ; ~ 0 1 f~- ~ t~ U ~ ~ U~ ~ .~------~o -o c~ cu~s ANa ~urr~R W d ~ so°ou~oa~vu ~oz.oo~ so°ao°o3~~v, , _ , pRlVEWAY 36 0 , ~ in ~ N ' ~ DRIVEINAY ` N ~ N CONCRE , CONCRETE PORCH a ! N h W ~ ~ ~ ORIVEWAY Z u~ i~ ; i r~ V/ . . 1~ -a ~ ~ ~ ~ z ~ ~ w w Q ~ ~ c~ ~ N ~ W 4°n oQ' tf~ ' U' ~ Z I ~ ! ~ ~ ~ ~ ; ~ _ ~ ~ w M LOT 4 ~ ~ a - ~ . ' - rr_i ~ - a r~ ~ ~Z ( ;~0I z V '4' - ~ M ! f ' ~ 56751NEST 37TH AV~. ~ ~o ~ a a~ a~ ~ ~ Z ~ p ° o,mZ4 ~ ~ q ca ao d I d ~ Z u~ ~ PARKING ~ p: PARKiNG Q _i ia t C) i J I CRAWL SPACE ~ Z ACCESS ~ 4 ~ ~ ,00' - .00' ~ ~ 3D,00' ON R TE PORC ~ 3aoa ~ _ ~ ~ CO C ETE P4RCH - - - ~ ~ ~ L _ ~ ~ ~ - - r "T' , W 1L96 ~ SO°Oa 0 0,„ ~~iwac~ W 5 UTiLlTY AND DRAINAGE EASMENT ~ 1 4 r 5' UTlLITY AND DRAINAGE EASMENT so ooas w ~ _ s.~ ~ lo~.oo ~ _ I ~ u~ I t--- . (Y C) Q Y O U ~ d ~ . W F- , W ~ ~ Z 3 U ~ ~ Q SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS Prepared For BSG, LLC Attn: Ed Kauffman 13490 Lafayette Court Thornton, CO 80421 Job Site Located At: Lot 5 Riley's Roost Subdivision Wheatridge Jefferson County, CO February 8, 2005 JOB #05-4401 Todd M. Schroeder FE 3 548'1 r, I AGREEMENT OF PURPOSE AND DISCLAIMER: The parties specifically agree and contract that the purpose of the provided subsurface investigation is to test, analyze, and provide geotechnical recommendations for the proposed building and/or residence. This report presents a description of subsurface conditions encountered at the site, recommended foundation system, and design and construction criteria influenced by the subsurface conditions. The opinions and recommendations presented in this report are based on the data generated during this field exploration, laboratory testing, and our experience. A foundation design sealed by a Professional Engineer is required to obtain a building permit but is not included in this report. The parties specifically agree that High Plains Engineering has not been retained nor will they render an opinion concerning environmental issues, hazardous waste or any other known and or unknown conditions that may be present on the job site, since this is not our area of expertise. LOCATION AND SITE CONDITIONS: This report represents the results of the data obtained during the subsoil investigation for the proposed single story, single family home at Lot 5, Riley's Roost Subdivision, Wheatridge, Jefferson County, CO. The proposed building site is presently a vacant lot. The site is reasonably level with approximate slopes of 2.5% to the North. The lot appears to be well drained with no erosion evident. The depths of foundation construction are anticipated to range from two (2) to four (4) feet below grades that existed at the time of this investigation. It is anticipated that final grades may be adjusted to accommodate drainage and construction depths. It is recommended that we review the final grading plan to determine if any revisions to the recommendations presented in this report are necessary. I SUBSOIL CONDITIONS: Two, four inch diameter holes were drilled to a depth of twenty five feet at the building site on January 28, 2005 as shown on the attached site map. Samples of the soil were taken at two-foot intervals. These samples were analyzed in the field and laboratory to determine the characteristics of the soil (per Unified Soil Classification System) for identification and foundation design. In general, the soil profiles in test holes # 1 & #2 indicated Sandy Clay (SC) to a depth of 9 feet, underlain by Clay with Medium Plasticity (CL) to a depth of 25 feet. The Standard Penetration Test similar to ASTM D1586 showed 12 blows for 12-inch penetration at a depth of 4 feet, and 16 blows for a 12-inch penetration at a depth of 9 feet. Please note that actual subsurface soil conditions may vary between samples and locations tested. APE 2 Job# 05-4401 1 of 7 One-dimensional swell/consolidation tests were performed on selected samples to evaluate the expansive, compressive and collapsing nature of the soils and/or bedrock strata. These tests indicated an expansion potential of 0.19/0 at a depth of 7 feet, and an expansion potential of 1.1 % at a depth of 12 feet. The soils in this report were classified using the American Society of Testing Materials (ASTM) procedures. The geotechnical practice in State of Colorado utilizes a relative scale to evaluate swelling (expansion) potentials. When a sample is wetted under a surcharge pressure of 500 pounds per square foot (psf), the measured swell is classified as low, moderate, high, or very high. The following table represents the relative classification criteria. Please note that the measured swell is not the only criteria for slab-on-grade recommendations and additional factors are considered by the engineer when evaluating the risk for slab-on-grade construction. TABLE I REPRESENTATIVE SLAB PERFORMANCE PERCENT SWELL RISK CATEGORY (500 PSF SURCHARGE) LOW 0 TO <3 MODERATE 3 TO <5 HIGH 5 TO <8 VERY HIGH >8 Source: Colorado Association of Geotechnical Engineers, Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), 1996 I GROUNDWATER: Groundwater levels were not recorded at the time of our field investigation, however, it may be possible for groundwater to exist at construction depths at a later date. The groundwater can be expected to fluctuate throughout the year depending on variations in precipitation, surface drainage and irrigation on the site. The possible presence of shallow bedrock/dense clays beneath the surface is favorable for the formation of "perched" groundwater. We recommend that the bottom of the basement or crawlspace excavations be maintained at least 4 feet above the free groundwater level. The ground water levels recorded represent the free, static water levels after equalization of hydrostatic pressures in the test hole borings. It is possible that the groundwater levels recorded in the test hole borings may not be present at those levels in the foundation excavations. Flow rates, seepage paths, hydrostatic pressures, seasonal groundwater fluctuations, water quality and other factors were not determined in this investigation. A program, which may include special well construction, test procedures, long-term monitoring program and analysis would be necessary to determine these factors. HPE 2 Job# 05-4401 2 of 7 I FOUNDATION RECOMMENDATIONS: I The Sandy Clay (SC) material has a bearing strength of 1250 pounds per square foot (psf) and an equivalent liquid pressure of 35 lost. We recommend the use of a continuous spread footing, due to the low expansion-consolidation potential of the analyzed soils. The foundation must be constructed at the location in which soils investigation was performed. All loose and disturbed soil shall be removed before placing of the concrete for the foundation. The bottom of the foundation shall be a minimum of 30" below final grade (or that required by local jurisdiction; whichever is greater) for frost protection. Soil settlement resulting from the assumed structural loads is estimated to be one inch or less. Soil expansion at this site may be up to one inch in some areas. No foundation wall is to exceed twenty-five feet in length without utilizing buttresses or counterforts unless otherwise designed by the foundation engineer. Engineered steel reinforcements shall be required in the footings and foundation walls, This will give walls or footing beams the strength to span or bridge over any loose or soft pockets of soil that may develop during construction. Owners shall be made aware of all contents of this report, and the fact that water accumulation around foundation elements is the primary cause of distressed foundations. FOUNDATION DRAIN: The external drainage system should be lined with a 10 mil plastic liner, which will contain a 4-inch diameter perforated drainpipe (rigid perforated PVC pipe is recommended) encased in a minimum of 8-inches deep by 12-inches of clean, 3/4-inch to 11/2-inch river rock. The drain should extend around the lower level of the footing perimeter with the invert at the high end of the drain being placed a minimum of four- inches below the bottom of the footing. The drain should be run to a non-perforated sump pit with a lift pump and high water alarm, or provide a free flow gravity outlet to the surface at a minimum slope of 1 /8 inch per foot to facilitate efficient removal of water, (114 inch per foot is desired). The river rock should be placed a minimum of 8 inches over the pipe for the full width of the trench. The top of the gravel should be covered with Geotextile filter fabric or equivalent, to minimize clogging of the river rock and perforated pipe by backfill material. To help prevent secondary damage that could be caused by slab movement, the following construction techniques are additional recommendations for the foundation construction. HPE 2 Job# 05-4401 3 of 7 I SLAB ON GRADE CONSTRUCTION: I 1. When and where slabs-on-grade are chosen and the owners are willing to accept the risks associated with slab movement, the following recommendations are to be followed: a.) Slabs should be constructed as "free floating". Positive separations and/or isolation joints should be provided between slabs and all foundation walls, bearing members (columns), plumbing and utility lines. Isolation may be achieved with 1/2 inch expansion material or by sleeving. Vertical movement of the slabs should not be restricted. b.) Eliminate plumbing under slabs where feasible. Where such plumbing is unavoidable, it should be thoroughly pressure tested during construction. c.) Place the slab directly on the undisturbed natural soils, or properly compacted fill soil. Floor slabs and footings should not be constructed on frozen sub grade. Slabs should be reinforced with rebar, wire mesh or fiber mesh to help control crack separation. 2. Provide frequent scoring of the slabs to provide joints for controlled cracking of the slab. Control joints should be placed to provide approximate slab areas of 150 square feet, with a maximum dimension of thirteen feet between joints. The depth of sawed control joints should be 1/4 of the slab thickness. Install a good quality sealant in these joints to prevent surface discharges of liquid from penetrating slab sub grades. 3. The soils that will support the concrete slabs should be kept moist during construction by occasional sprinkling of water. The soils should be moistened to 2 % optimum moisture within 48 hours of pouring the slabs. This procedure will help maintain the moisture content of the underlying soil. **Heavy watering or pooling of any kind next to the foundation or within the backfilled area is not recommended.** 4. A minimum void or clear space of 3 inches should be provided at or near the bottom of all non-bearing partitions. In finished room areas, all drywall and paneling should be stopped approximately 3 inches above the top of the slab. This will allow some space for upward movement of the slab before pressures are applied to the wall and upper levels of the structure. The builder should provide a '/2 inch space at the bottom of all doorjambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. 5. If a forced air heating system is used and the furnace is located on the slab, we recommend provision of a collapsible connection between the furnace and the HPE 2 Job# 05-4401 4 of 7 ductwork. In the event a hot water heating system is used, the piping should not be placed beneath the concrete slab. I PACKFILL AND SURFACE DRAINAGE: I The foundation and retaining walls must be well cured and well braced prior to backfilling. Any soil disturbed adjacent to bearing foundation components are to be re- compacted to a minimum of 85% Standard Proctor Density (ASTM D698). Backfill that bears concrete slabs shall be compacted to 95% Standard Proctor Density (ASTM D698). Mechanical compaction methods shall be utilized, (water-flooding techniques are strictly prohibited). See Compaction Section for more information regarding compaction requirements and techniques. Proper drainage away from the foundation walls shall be provided. The owners are advised to immediately fill any settled areas to eliminate water accumulation near the foundation. A minimum slope of 12 inches in the first 10 feet from the perimeter of the building is recommended. Roof downspouts and sill cocks should discharge into long concrete splash blocks (5 feet long min.) or into gutter extensions to deposit runoff water beyond the limits of the backfill soil near the foundation walls. Plastic membranes should not be used to cover the ground surface immediately surrounding the structure, geotextile fabric should be utilized for weed control. Any drainage water from uphill shall be diverted around the structure. Sprinkling systems should not be installed or direct water to be within 10 feet of the foundation. The owner/builder is also advised that irrigation lines can leak and/or break, resulting in release of excessive amounts of water near the foundation. This can cause damage to slabs and foundation walls. WATER ACCUMULATION AROUND FOUNDATION ELEMENTS IS THE MAIN CAUSE OF DISTRESSED FOUNDATIONS. COMPACTION: Placing Fill: No brush, sod, frozen material, perishable material, unsuitable material, or stones of four inches or greater in maximum dimension shall be placed in the fill. The distribution of the material on the fill shall be such as to avoid the formation of layers of materials differing substantially in characteristics from the surrounding materials. The materials are to be delivered to the backfill surface at a uniform rate, and in such quantity as to permit a satisfactory construction procedure. Unnecessary concentration of backfill machinery travel tending to cause ruts and other hollows more than six inches in depth, are to be re-graded and compacted. After dumping of fill material on the backfill surface, the material is to be spread by approved methods in approximately 6 inches compacted thickness. Moisture Control: The material in each layer shall be compacted by rolling and shall contain the optimum moisture required for maximum compaction, as nearly HPE 2 Job# 05-4401 5 of 7 practicable and as determined by the soils engineer. The moisture content shall be uniform throughout all layers. If in the opinion of the soils engineer it is not possible to obtain moisture content by adding water on the fill surface, the contractor may be required to add the necessary moisture to backfill material in the borrow area. Compaction: When the moisture condition and content of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 95% ASTM D698 (Standard Proctor Density) for slab areas, and 98% ASTM D698 for footing and/or pad areas. A Standard Proctor test is to be performed for each typical fill material and frequent tests of the density of the fill must be taken. In general, to compact cohesion-less free-draining materials, the above guidelines also apply. When compacting cohesion-less free-draining materials such as gravel and sand, the materials shall be deposited in layers and compacted by treads of a crawler type tractor, surface of internal vibrators, pneumatic or smooth rollers, power or hand tampers, or by any other means approved by the soils engineer. The thickness of the horizontal layers after compaction is not to exceed 6 inches compacted thickness if compaction is performed by tractor treads, surface vibrators or similar equipment, or not more than penetrating length of the vibrator head if compaction is performed by internal vibrators. When the moisture content and condition of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 95% ASTM D1557 (Modified Proctor Density) for slab areas, and 98% ASTM D1557 for footing and/or pad areas. RADON: Most counties in Colorado have average radon levels (measured in home) above the U.S. EPA recommended "action level" of 4 picocuries per liter of air (pCi/1). Results of a 1987-1988 EPA-supported radon study for Colorado indicated that granite rocks, in particular, generally have elevated levels of uranium. These rocks have the potential of producing higher than average levels of radon gas in the home. Increasing ventilation of basements and crawl spaces and sealing of joints can mitigate build-ups of radon gas. This mitigation is best implemented during the design and construction phases of residences. The Colorado Geologic Survey {www.dnr.state.co.us/geosurvey} and the U.S. EPA lwww.epa.gov/iaq/radon} are both good sources for additional radon information. I CONSTRUCTION DETAILS - GENERAL COMMENTS: In any soil investigation, it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in the field and laboratory testing. The accompanying design is presented using best professional judgment based on the limits of the extent of testing commissioned by the client. Our experience has been HPE 2 Job# 05-4401 6 of 7 that at times, soil conditions do change and variations do occur. These may become first apparent at the time of excavation for the foundation system, "If soils conditions are encountered which appear different from the test borings as presented in this report, it is required that this office be called to make an observation of the open excavation prior to placing the footings. The cost of this observation is not part of this report." This project should be constructed by a qualified contractor with experience in similar projects. The owner/builder is advised to observe and document the construction process to ensure the construction is performed in accordance with the design drawings and technical specifications. This report does not address general hillside stability, landslide potential, and/or other natural hazards. Several areas in the Colorado Front Range have known geologic hazards associated with them. We recommend that readers of this report educate themselves further as to the existence of geologic hazards on or around their specific property of interest. The Colorado Geologic Survey {www.dnr.state.co.us/geosurvey or 303-866-26111 is a good source for publications (maps, reports, etc.) dealing with specific geologic issues and/or issues related to specific geographic areas. The foundation and retaining walls must be well cured and well braced prior to backfilling. DISCLAIMER: We do not guarantee the performance of the project in any respect, but only that our engineering work and judgments rendered meet the standard care of our profession. The presence of underground workings (e.g. coal mines) and subsidence potential from any workings was not part of this investigation. The owner should contact the State and County agencies to determine if mining has been conducted in the area and if any precautions are recommended. THE PARTIES SPECIFICALLY AGREE THAT HIGH PLAINS ENGINEERING, INC. HAS NOT BEEN RETAINED NOR WILL THEY RENDER AN OPINION CONCERNING ANY ENVIRONMENTAL ISSUES, HAZARDOUS WASTE OR ANY OTHER KNOWN OR UNKNOWN CONDITIONS THAT MAY BE PRESENT ON SITE. DUE TO CHANGING TECHNOLOGY, BUILDING CODES AND CITY/COUNTY REQUIREMENTS, THIS SOIL REPORT MUST BE USED WITHIN ONE YEAR OF THE DATE ON THE FRONT OF THE REPORT OR MUST BE REVISED. HPE 2 Job# 05-4401 7 of 7 0 2 3 Blow unt5 12/12 - 1.1i'A 4 1 5ANDY CLAY (5C) j,{ 5 j~ 6 7 8 Blows unt5 16112 FA 9 10 I 12 13 14 15 16 17 IS 19 20 21 22 23 24 25 CLAY WITH MEDIUM PLASTICITY (CL) SOIL PROFILE 12% 10% 8% G% 4% 2% 0% -2% -4190 -6'30 -896 -10% SOIL TYPE HOLEi -J. L.L. P.L. P.I. EXPANSION CON50UDATION 7 NONPLA5nG 0.1 5ANDYCLAY(9C) 12% 10% 890 G% 4% 2% 0% -2% -4'7o ADDED -6'30 -10% Hill 00 500 1000 2000 3000 10000 GRAPH OF TWELVE FOOT DEPTH 501L TYPE OU:B DEPM L.L. P.L P.I. EXPANSION CON50UDATiON 12 43.7 19.3 24.4 1. CLAY WITH MEDIUM PLASTICITY (CL) JOB NO: 054101 JOB LOCATION: DATE: 02:10 O05 LOT 5. RILEYS PG TSUBDIVNSION DRAWN: JASON WHEATNDGE CHECKED: JEPFER5ON COUNTY. CO GRAPH OF SEVEN FOOT DEPTH FOUNDATION GRADING DETAIL DECORATIVE GRAVEL OR STONE AREA II L-METAL OR WOOD EDGE DATION WALL Ilijll W/ 1/2' 5PACE AT BOTTOM TO ALLOW FOR THE RELEASE OF WATER GEOTEXTILE FABRIC NOTE 1. PROVIDE A MINIMUM SLOPE OF 12"- IN THE FIRST 10'-0" FROM FOUNDATION (10%) 2. DOWNSPOUTS AND EXTEN5101\15 5HOULD EXTEND BEYOND THE GRAVEL OR STONE AREA WELL SLOPED- 12" PER CRA W LSPACE 10FT. MIN. FOUNDATION WALL 11- 4ACKFILL AREA CONCRETE FOOTER GEOTEXTILE 10 MIL PLASTIC LINER GLUED TO WALL FILTER FABRIC WITH FIBERED ROOFING ADHESIVE OR EQUIV GRADE • ® OR EQUIVALENT AND EXTEND ALONG BOTTOM OF EXCAVATION TO B MINIMUM OF PIPE ALONG EXTERIOR 13/4 OF 6 INCHES ABOVE BOTTOM OF EXCAVATION 12" MINIMUM DEPTH OF TO 1-1/2" CLEAN RIVER ROCK 4" DIA. PERFORATED PLASTIC PIPE *RIGID PERFORATED PVC PIPE IS PREFERRED* DETAILS OF CRAWLSPACE PERIPHERAL DRAIN SYSTEM THE DRAIN SHOULD BE RUN TO A NON-PERFORATED SUMP PIT WITH A LIFT PUMP AND A HIGH WATER ALARM OR PROVIDE A FREE GRAVITY OUTLET TO THE SURFACE, AT A MINIMUM SLOPE OF 1/8" PER FOOT. 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Computer Aad ' wl 5/8" TYPE XGYF aa 10423 W/ 5/8" TYPE'X' GYP BD o Q Wt1EP.E GARAGE ATTACMES F~~~ WtiER~ 6ARA~E ATTAGII~S O N To hou5ff Ph, TO HOUSE r , ,,.---ENGfNEEPf D TRU55E5 @ 24" O.G. ~ ENC~INEERED TRU~~ES @ 24" O.C. } ~ ~ 1 a ~ i ~ w ~ I aio . . , . . . ~ . , , ,f t , ' ~ ~ i ~ , , ' ~'4 i ~ x ~`i i ~ ~ ) ~ ~ , ~ a' . d~ J i a ~ ~ r. i 3 ~ ' ~ : ' . . - ~ r ' ; , 4 , .~L~~i. . z . "s ~ ; , ~ I ~ ~ SCAL~ ~ ^ ~ _p ~ A ~C L 4 T ° OVER I 2" PLYUJ000 A5Ph1ALT 5l11NGLE~ OVER I12" Pi.YW00D l~SPtIAL ~tilN~L~~ ! , ~ ~ ~ S1DIN6 TO MATCti 110U5E ~IDING 70 MATCti hOUSE _ _ ~ . _ _ 3 - ~ , , ~ ~ { Y p . ~ F t i. ' : f. 4 1 t , , • ~ ~ ~ ~ t ~ . . . . ! ~ ~ . . F ~ ~ v _ , _ , . i S. . . '•.J ~ . ~ . , . . i F ~ I! ~ I (I ~ ~ II I il ~ t"i L- ~ , ~ L~ ~ S~A~.~. ~ l ~ ~ 7 ~ , ~ 3 ~ ~ ~ ~ f. i ~ . SIDING TO MATCii l10U9r . Lr F i s r 5C ~ 5CALf: 4ll 1 1_011 prawn Hy: 5RT Date: ~ ~ i ~ ~ 9 Revk5ions: , ) , , ~ ALE, 5C ~ QEH[Es 8 H0K1F=z 2O COOL( 0H LME9 [P'0' B OK I a D ° immoun, coo B ONI 3 OOOOOOOO EMU GENESIS HOMES DEALER: BZ DEVELOPMENT CUSTOMER:LOT #7 MODEL:901 #30609 NOTE: Genesis Homes reserves the right to make changes at any time in prices, specifications and design without notice and/or obligation. All dimensions and specifications are nominal and subject to change. It is also the responsibility of the Retailer/Builder/Developer/Consumer to verify and submit specs to all regulatory agencies including but not limited to Cities, Counties, protective covenants, ect... prior to ordering the home. All changes required by local regulatory agencies will be the responsibility of the seller/buyer unless properly submitted to the manufacturing facility prior to the order placement and acceptance. All changes will be considered on a case-by-case basis and charged accordingly. Genesis Homes will not take responsibility for additional requirements without having full knowledge of such at the time the order is placed. All design details and notes are suggestive only and are subject to the jurisdiction of the state and local codes. See local building department for frost line and soil requirements. MUST BE SIGNED BY DEALER and/or CUSTOMER BEFORE CONSTRUCTION BUNN 7 CRIF=37 H OLIULI- Q[ENES a 0 MM 2221 CCLZQ'YMH LQME PIA B OK it0 ° EG HDUDg CCo 60513 COO LOGRaDO B ULY A-1 FLOOR PLAN (o. FLOOR 5TRUCTURE E-1 ELECTRICAL PLAN L-I LITERATURE PLAN EL-1 ELEYATION5 3. BUILDING 5ECTION 4. FOUNDATION LAYOUT 5. BASEMENT 4 GRAWL5PACE DETAILS 1. WALL 5TRUCTURE 8. ROOF STRUCTURE 9. 5TAIR 5TRUCTURE IF APPLICABLE) 10. SPAN 5CHEDULE5 I1. FA5TENING 5CHEDULE 12. MODULE A55EM5LY P-I DRAIN LUA5TE, 4 VENT UJ-1 WATER SUPPLY A-5. MISC.. DETAILS 13-CAPE COD DORMER A55EMBLY ( IF APPLICABLE) 14. INT. WALL A55EM5LY 15. FIRE-WALL A55EM5LY ( IF APPLICABLE) 901-IRC-20609 24" STRETCH 24" STRETCH 29 -0 VJ 4' 14' b'-6° 31' 9 3/4° 31'-4'I 44' I6' p' 2" 18._i I 36 36 - 36 0V 30 6V , g3 34 r /S/ I . DW 31'' ~ o~L MASTER I s BEDROOM DINING DB 4R KITCHEN - 39 0 AREA: 1402 j _ REQ'D LIGHT: t 9( READ VENT: 2 ©1. AF£A=238.9 ('.EQ'D LIGHT: 191 1~. C 1- REQ'D VENT: 96 3TL2 1 p U P AM SF♦E F p 131-111 1 ,qw yJ R I 1 II'-03/4" i XIL _ ° ' k - J 8'-8 1/4° 9 3 -11/1 ~ - - m 31 1/2 31 9 4 R 311 5 ~ --_--5 R______ 10'-I IR" PJ 13'-41R" 39' 100 4/4 25 129'-6 3/4° 9'JPPORT POS 2512 1511 C p 8 29 1453 4 ® S LIVING ROOM 31 1 % 1511 B RM #2 ~311i AREA=I18.6 REQ'D LIGHT: 9$ ® REQ'D VENT: 4. m A = pTb m GH RE 'D LIT: 601 RE D VENT: 5.1 I~ IB A BDF~M#3 AREA= 253b REQ'D LIGH1: 103 REQ'D VENT: 10.1 L , NI _ YY IK¢IO m 38 I ~1 ~ < 38 I 3 60VE 46 0V RATED -b 3/4' b'-4' 1211/2 V4" IT'-2 10- T-0 3/4° I1'-9 V4" F-1314' 42' 48' 104 1/4" 29'-11' 30•-8. 12" SYNCH 12" STRETCH 24' GARAGE READT ( DRYWALL ON-T) I ! ! i ! "I i i~ I I It 1 Rf is 21 }5 )I 25 11 ]I ]0 35 I 'I W 35 34 35 35 31 30'-4" ~I-, H05RES UPAN~ CREW REVISIONS pWJ~N BY: E]yz M~-' 9m RC 3 ■ii ~ 8 c1€Q~o BY: JOE HEADLEY 3-BEDROOM 1-BATHS x221 cianox Po. Box 0. BoRT . W. 41~u SCALE: V8 = 1'-0° OR V4 = 1'-0" T ' F OOR PL COLORADO WILT DIVISION 22 DATE: 01-04-2005 DEVELOPER SERIEB 05/10/2005 03:00:55 PM 90I-IRC-20609 24" STRETCH 5ro.6FI MASTERI BEDROOM 16'-0" X 44" BL~RM #2 10'-6" X 11'-5' 12" STRETCH 24" STRETCH DININGt 9" X 12'-0" BDF M #3 11'-9" 10'-11 MODEL 901 301-411' W 3 BDRMS, ~ BATHS 1453.4 SQ, FT 12" STRETCH LIVING ROOM 17'-2" X 14'-4" DB 30'-4" ^UNNUT CREST HONES R E v I S I O N 5 pRylry M. ItODEL: 11 2221 CL 4r " t PD. eox m, eERn+ouc, co. em6u c~ca~D Br: JOE WADLEY 3-BEPFW,0 15 2-BAT46 COLORAD00 LT N&E VS : P-0- OR 114 . P-0^ T" LITERATURE PLAN DIVISION 22 DATE 01-04-2005 DEVELOPER SERIES 05/1012005 03:30:22 PM FR %ff M.EVATION lem ELEVATIM " CREW HONES R E V 1 5 1 0 N 5 pRAYN BT: ENG. 11~DE4 90 RC 2 (o os M&EL A SUNN f Vr c1EaiD Br: JOE V~ADLET S-BEDR=-* 2-BATHS / A 1 a:Attori Lab Po. Box m, OERfNQID, ra. eoeu 372 COLORADO BUILT Sc/J-E: V5 • 1'-O° OR V4 . I'-0° Tom' r EVATIOL IS DIVISION 22 DATE: 01-04-2095 : GL MY DEVELOPER SERIES 05/10/2005 03:01:11 PM SUGlA1NO CREST G'TIoOME8 R E V 9 1 O N 5 DRA 5T: BAY. 1301 IRG 3(0609 eoxc lo, eERtucuD, co. eu Uffa By JOE FFc LET 3-5EDROOMS 2-5, xxsl ciatta+ t>xa= CREST COLORADO 5UILT WAM V8 = I'-0" OR V4 ° 1'-0° T1 ` DIV191ON 22 DAI 01-04-2005 DEVELOPER SERIES 05/10/2005 03:01:21 PM UFr ELEVATION RICNT ELEVATION INSTALL CONTINUOUS RIDGE VENT PER MANUFACTURER'S INSTRUCTIONS. FASTEN TOGETHER WITH 4" LONG FASTEN EDGE RAIL TO EACH TRUSS WITH 15 GA, 3/8" LAGS 16" O.C. (STAGGERED) 1/I6" X 2- 1/2" STAPLES, 1-1 3 PER TRJ55 FASTEN KNEEWALL BOTTOM PLATE TO KINGPOST AFTER RAISED (2) 3" SCREWS OR (3)Ibd NAILS AT EACH TRJ% 4" X 3/8" LAGS AT 32" O.C.(STAGGERED)- ALTERNATE SIDES AT ANY OPENINGS ALONG MARRIAGE WALL LATERAL BRACING AS REQUIRED , / I" CLEARANCE FOR VENTILATION VINYL OR HARDBOARD SIDING OVER APA RATED OSB ( OR EQUAL) SHEATHING OR RATED SIDING 2X6 STUDS I6" O.G. VAPOR R-19 FIBERSLASS INSULATION-. LAG FLOOR TOGETHER W/ b" X 3/8" LAG SCREWS MIN. a 32" O.G. ALTERNATING SIDES. ( BOLTS THROUGH PREDRILLED HOLES MAYBE USED AS AN ALTERNATE). SHIM THE SPACE BETWEEN FLOORS WHERE FASTENERS ARE. W ~~V~~~~ Il llOlll'/Il~~ 2221 CLAYTON LANE PA. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT DIVISION 22 RANCH HCU5E 5ECTION 5 1 0 N 5 SHINGLES AND UNDERLAYMENT COVERING: MATERIALS AND INSTALLATION PER MFG SPECS. AND /OR ARIA GUIDELINES. MEETING STATE REQUIREMENTS CONTINUOUS RIDGE VENT or ROOF VENTS ( MIN I SO. FTJ300 SQ FT. AREA) 12 2X4 3 SFF CONTINUOUS BRACING or PER TRUSS MFG. 5PE05 S T / STRAP THE IWEEWALL TO THE KINGPOST AFTER RAISED TO FINAL POSITION BEAM AS REQUIRED 2X6 n CONTINUOUS BRACING DRAM BY: ENG. CHECKED BY: SCALE: 1/8 = I'-O" OR 1/4 = 1'-0" DATE: MODEL: NOU5E 5ECTION RANCH SECTION ~J li I Y HOUSE SECTION 5HEET: 5-1 1 RANCH RIDGE DRYWALL 2X6 TREATED SILL . cRAW-SPAcE TRUSSES TOE-NAILED WITH 3 - 8 D NAILS OR - 3 # 8 5GREW5 SINGLE 2Xb PLATE MIN. R-19 FIBERGLASS INSULATION 2Xb STUDS lb" O.C. SINGLE 2X6 BOTTOM PLATE MIN DOUBLE 2X10 PERIMETER JOISTS or EQUAL i► b" MIN OF WALL ABOVE GROUND INSULATE FLOOR CAVITY ( INCLUDING PERIMETER JOIST ) OR FOUNDATION WALL AS REQUIRED BY CRAWL 5PAGE LOCAL ENERGY REQUIREMENTS. ( ENERGY GALCS PER vENTALATION PER P05T SPACINGS A5 PER LOCAL SOIL CONDITIONS L~'a- `'OIL CONDITIONS APPROVED MODELS BASED ON MIN. R-II ANCHOR STRAPS OR EQUIVALENT PER THE SLATE CODE DOUBLE MARRIAGE WALL " 2X4 51UD / OR BETTER) AT Ib" O.C. TOENAIL FA57ENING OF RIM JOIST t0 SILL PLATE WITH "SINGLE 2X4 iOP PLATE MIN Ibd ®I6" O.G. AS PER STATE CODES "SINGLE 2X4 BOTTOM PLATE MIN PORCH 1"I0DELS REQUIRE 4DDITIONAL FOUND,4TION DESIGN FOR CRALLSPACE FOUNDATION VENTS, SCREENED < CLOSEABLE LOCATED NEAR 4 CORNERS TO PROVIDE VENTILATION PER LOCAL CODES I SQ FT. PER 300 SO FT. W/VAPOR BARRIER OR I SO. FT. PER ISO Sa FT. W10 VAPOR BARRIER INSTALL GFI OUTLETS AS NEEDED ON CIRCUIT EMENDED DOWN FOR BASEMENT. OF CENTER SUPPORT WALL OPENING SHALL NOT BE LOCATED UNDER SUPPORT POSTS OF UNION WALL ABOVE. SEE FLOOR PLAN OPT. STAIRWAY OFENING IN FLOOR OF HOME FOR Vl' RSE110" RN STEPS FOOTING SIZE TO BE DETERMINED AS PER LOCAL SOIL CONDITIONS WITH 2 04 REBARS TYPICAL AT PERIMETER N CENTER L PROVIDE IV z 24 ACCESS 1 TO CRA L SPACE WITH I INSULATED CLOSURE I PASSAGEWAY UNLES5 ADDITIONAL EQUIPMENT REQUIRES LARGER ACCESS I SUPPORT MUST BE PROVIDED FOR POINT LOADS AT UNICN WALL OPENINGS OVER 4' WIDE: DOUBLE STUDS l IN EACH MODULE) - TOTAL LOAD IS 320x, THREE STUDS -48091, ETC AT 1609 PER STUD. I I I PIER OR 3" COLUMN FOR 12,000 POUNDS OPTIONAL WITH SUPPORT BEAMS I OPTIONAL FOOTING SIZE AS PER LOCAL 501L CONDITIONS 6 w/ 2 X 10 TOP PLATE a I6' O.C. 2XIO TOP PLATE SUPPORT WALL ON FOOTING TTZ ❑ I I UNIFORM LOAD TO FOUNDATION 1100 PLF a 40 P'SF ROOF 2000 FLF a 60 PSF 2400 PLF a W PSF ROOF I \-ADD COLUMN AND FOOTNG FOR L SHAPED STAIRS MNIM)M 40" DIM. FOR LANDING s 4" CONC. SLAB STAIR WIDTH. V-8" HEADROOM W 6X6 10/10 WIRE MESH ` REQUIRED OVER NOSING OF STEPS WITH BASEMENT t LANDING INSTALL SWITCH FOR 5TAIRWAY LIGHT EMENDING 14-3 FROM J-BOX N FLOOR N INSTALLING LGHT ON HABITABLE ROOMS O BASEMENT J-BOX SEE FP/ELEC FOR LOCATION MUST BE PROVIDED BY OTHERS URTH 1.61-IT-VENT, ARRIE F AND EGRESS OPENINGS TO MEET LOCAL 6 6 MIL MIL UA.SP VAPOR R B B CODES. W/CRA NOMINAL LENGTH = DIM. OF MODULE- SEE SPECIFIC MODEL DUG. FOUNDATION NOTES: 1. CONCRETE FOOTING 4 WALL IS 3000 P5I/28 DAY 2. ALL SITE WORK TO BE VERIFIED F APPROVED BY LOCAL AUTHORITY. 3. FOOTING SIZES TO BE BASED ON LOCAL CONDITONS 4 REQUIREMENTS BY LOCAL BUILDING OFFICAL. SOIL BEARING CAPACITY TO BE 2000 F'SF MIN. 4. PIERS E FOUNDATION WALLS MAY BE CONSTRUCTED OF 8" X 8" X 16" CONCRETE BLOCKS (OR EQUIVALENT) 5. THIS TYPICAL FOUNDATION, INCLUDING SILLS, CENTER WALL, STAIRS TO BE COMPLETED BY SITE CONTRACTOR 6. FOOTINGS SHALL BE 30" MIN. BELOW FINISH GRADE. THEY SHALL BE INCREASED AS REQUIRED TO MEET LOCAL BUILDING AUTHORITY. 1. SEE MODEL FLOORPLAN, PLUMBING AND ELECTRICAL FOR DETAILS. 8. DOUBLE RIM JOISTS DOWN THE CENTER LINE. 9. FOR TYPICAL BASEMENT FOUNDATION WALL E CENTER SUPPORT WALL DETAILS SEE DRAWING SHEET 5. 10. CRAWL SPACES REQUIRING SUMP PUMPS RERQUIRE A GFI PROTECTED OUTLET 4 LIGHT. AT THAT LOCATION. THE SWITCH SHOULD BE LOCATED AT OR NEAR THE ACCESS OPENING. II. STEPS, PORCHES, t DECKS THAT ARE PLACED AT ENTRIES ARE SUPPLIED 4 INSTALLED BY OT14ERWN SITE, BASED ON LOCAL AUTHORITT 12. ALTERNATE FOUNDATION LAYOUTS CAN BE OBTAINED THROUGH A LOCAL REGISTERED ENGINEER OR LICENSED ARCHITECT. 13. PANEL BOX LOCATION IN BASEMENTS WILL BE DIRECTLY BELOW WHERE SHOWN ON THE FIRST FLOOR UNLESS NOTED OTHERWISE. 14. PANEL BOX INSTALLATION LOCATIONS ARE INTENDED FOR UNDERGROUND FEEDERS. OVERHEAD FEEDERS CAN BE ADDED ON-SITE AS LONG AS THE LOCAL REQUIREMENTS ARE MET t IN COMPLIANCE WITH THE CURRENT NEC. SUNNOT CREW HONES 2221 CLAYTON LANE PA. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT DIVISION 22 ALL DESIGN DETAILS AND NOTES AIRS 805GESTIVE OILY AND ARE PAUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. CHANGES MUST BE MADE ACCORDINGLY. CONTACT YOUR LOCAL BUILDING DEPT. FOR FROSTLNE AND SOIL REQUIREMENTS. FOR VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES. ~OOWWAABLOL MM~IGE WALL SOIL BEARNG CAP. (FSF) 2000 3000 4000 5090 24 X 24 15 115 55 195 30 X 30 12 1825 245 36 X 36 115 265 42 X 42 24 ASSUMES PIERiFOOTING ILUE64175- 520 DRAUN BY. MOD L APPROVED BY: SCALE: NOT TO BCALE v 8 O N v m LATERAL BUILDING LOAD TO END WALL OF FOUNDATION IS 2000 POUND5JFOOT O HOUSE LENGTH. TYP. ANGLED CORNER I I SEE FLOOR FLAN i I i ) OA FOUNDATION UV PLANT TYPICAL 4 >ATION LAYOUT CIRCUIT FOR SMOKE DETECTOR IS PROVIDED N J-BOX OR AMP CONNECTOR ON MODULE FLOOR FRAME. INSTALL INTER- CONNECTED BMOE DETECTOR IF BASEMENT. SEE FP/ELEC. FOR LOCATION. MINIMUM 2z6 TREATED SILL ANCHORED TO CONCRETE WALL WITH "TECO' SILL-TY OR 51MP50LM K45 (OR EQUAL) AT 4' CL. AND I' FROM CORNERS. OPT. 1/2' ANCHOR BOLTS. DO NOT COLNTER-BORE SILL PLATE. 6D TOENAIL TO 2X6 SILL PLATE SEE CRAWLSPACE DETAIL BASEMENT EXT. WALL FLOOR JOISTS ARE END NAILED TO RIM JOIST. BEARING SUPPORT BY USING 2 X 10, 2 X 2 NOM. LEDGER OR LISTED HANGER 2 X 4 WALL HELD I" AWAY FROM INSULATION 1 9 FOUNDATION WALL 50 R- CAN BE USED 2X10 A36 STEEL BEAMS-CONT. OVER 2 SPANS V . RIM JOIST TO RI! W TH " OR GREATER WS x 24 - MAX 12'-6" BETWEEN COLUMNS FOR 40 PSF ROOF LL I 6 SECURE k WS x 28 - MAX 13'-0 BETWEEN COLUMNS FOR 60 PSF ROOF LL - LAGS 9 32" O.C. " WS X 31 - MAX. 13'-0" BETWEEN COLUMNS FOR W F5F ROOF LL 2x6 - 24 C.C. FULL LENGTH WALL SUPPORT WALL = CENTERLINE SUPPORT WITH 1/2" GYP. BD ONE SIDE MIN. = W PSF LL ROOF - = REQUIRES 2x6 WW _ "STUD" OR BETTER - 16" C.C. ALTERNATE = BEAM a COLUMN - CENTERLINE SUPPORT = OPTIONAL 12" x 6" THICKENED SLAB 3" o PIPE COLUMN = AT STAIRWELL WALL J -4" x 3'-4" x 10" DEEP J - CONCRETE FOOTING 4 - 04 REBAR EACH WAY 8" CONCRETE WALL 04 REBAR HORIZONTAL ® 24" or, 5 VERTICAL AT 18" O.C. WATERPROOFING AND DRAIN AS SITE REQUIRES I61) TOENAIL TO 2X6 SILL PLATE SEE CRAWLSPACE DETAIL GARDEN LEVEL OPTION 51ZE 5Y BUILDER I&D TOENAIL TO 2X6 SILL PLATE SEE CRAWLSPACE DETAIL 8" CONCRETE WALL 04 REBAR HORIZONTAL ® 24" O.C, 5 VERTICAL AT IS" O.G. WATERPROOFING AND DRAIN AS SITE REQUIRES DBL. 2X6 TOP PLATE 2X6 STUDS ® 16" or- BOTTOM PLATE CRAWL5PACE RIM r EXT. WALL ¢ SEC 5A5EMENT DETAIL5 OPT. FOR CRAWLSPACE ONLY STEEL I-BEAMS MAY BE LEFT INTACT IF HITCH t AXLE ASSEMBLIES ARE Ibd NAIL MODULES TO REMOVED. SUPPORT AT 12' SILL 16" C.C. WITH BLOCKING TO SUPPORT SHEATHING OR TRIM I-BEAM WEIGHT NAILED TO SILL < MODULE 8d-16" G.G. TREATED SILL GRADE TO SLOPE AWAY 2x6 - 24" C.G. SUPPORT WALL 6' MAX. HEIGHT BRACE WITH Ix4 AT MID-HEIGHT WHEN OVER 4') 16" x 8" CONCRETE FOOTING WITH 2 +4 REBARS AT PERIMETER t CENTER) FULL LENGTH WALL R-II INSUL BRD EIVALENEK EQQUI TO 24" MIN. BELOW GRADE WATERPROOFING AND DRAIN AS SITE REQUIRES CRAWL5PACE DETAILS COW4ORMS TO LOCAL CODES r NS HONES ALL DESIGN DETAILS AND NOTES ARE SUGGESTIVE ONLY AND ARE PRAUN IM MODEL u"EME TYPICAL I1V L5 SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. APPROVED Br, 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 CHANGES MUST BE MADE ACCORDINGLY. CONTACT YOUR LOCAL TiTLEBASEMENT & CRAWL COLORADO BUILT BUILDING DEPT. FOR FROSTLINE AND SOIL REQUIREMENTS. FOR eCALE, NOT TO WALE DIVISION 22 VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES. DATE: SPACE DETAILS REINFORCED 8" CONCRETE BLOCK WALL TO MAX. 4' HIGH, REIN. CONCRETE TO MAX 6' HIGH. 8" CONCRETE WALL 04 REBAR \_HORIZONTAL ® 24" OG, 5 VERTICAL AT 18" O.G. EXT. FOOTINGS TO BE MIN. 24" DEEP OR BELOW LOCAL FROST DEPTH AND ON UNDISTURBED SOIL NOTCH IN JOIST, WITHIN Y-6" OF JOIST END, TOP OR BOTTOM HOLES SHALL NOT BE WITHIN 2 INCHES OF TOP OR BOTTOM 3'-0" MAX DO NOT NOTCH OF JOIST, AND THE DIAMETER SHALL NOT EXCEED ONE THIRD OF THE JOIST DEPTH BOTH TOP a BOTTOM OF 2X10 1112Y AX) DEEP,12" M LONG TYP. IF END OF JOIST ADD 2X BEAR'G WITH 2X6 SPF $2 DOUBLER WITH REINFORCEMENT 3 3/4" DEPTH GLUE < STAPLE 3"oc. RIM ,S M X 3.3/4" DEEP I X 16" LONG WITH 2X6 S 02 JOISTS DO1 LER 3'-0" MAX TYP. BOTH ENDS GLUE t STA E 3"oc. TY BOTH ENDS or TO RIM JOIST ON TO RIM JOIST MAXIMUM HOLE SIZES: IN CENTER 1/3 OF JOIST = 1" ROUND WITH 2" (MIN) EDGE DISTANCE IN END 1/3 OF JOIST = 2 1/2" ROUND WITH 2" (MIN) EDGE DISTANCE IN END 1/3 OF JOIST = 2 1/2" ROUND WITH 2" (MIN) EDGE DISTANCE HOLES SHALL NOT BE WITHIN 2 INCHES OF TOP OR BOTTOM OF JOIST, AND THE DIAMETER SHALL NOT EXCEED ONE THIRD OF THE JOIST DEPTH. HOLES GREATER THAN 2 INCH DIAMETER ARE PERMITTED ONLY IN THE END 30 INCHES OF JOIST . JOIST REPAIRS: SPLIT or CHECKING: 1/2" CD PLYWOOD OR 1/160 OSB GLUED AND STAPLED ONE SIDE TO COVER SPLIT, HOLE, or NOTCH. EXCESSIVE: DOUBLE WITH 2X8 TO 16" EACH SIDE or TO RIM JOIST. DECKING REPAIR': FIT 5/8" OR 3/4" DECK PANEL TO OPENING AND: HOLES WITH (max) DIMENSION OF 8" - USE IX or 5/8" OR 3/4" DECKING BACKER GLUED AND STAPLED. HOLES OVER 8" DIMENSION - USE 2X FLAT UNDER DECK, STAPLE TO FRAME WITH (3) 15GA STAPLES OR EQAUL EACH END, AND FULL SUWACE GLUE. 16" (max) UN PPORTED JICK, DECK D LEDGE ONE o BOTH SIDENEEDED I LEDGER AT SEAM FOR 112Ymin) LEDGER MAY BEARING: 11/4 X 11/2, or 2X3, BE NOTCHED or 1X2 GLUED < STAPLED. DETAIL IIAII MULTIPLE JOISTS ARE FASTENED TOGETHER WITH 15 GA X 2 1/2" STAPLES OR EQUAL 12" O.C. TOP AND BOTTOM 2 X 10 FLOOR JOISTS OR TRUSS JOIST - HIM or ANY 1015 PSI fb REPETITIVE AND E=13 MOE OR EQUAL 2 X 10 RIM JOISTS - HF *2 2X8 FP 7 2X6 02 SPF OR AS NOTED 2X8 OR 2X6 FLAT UNDER DECK TO SUPPORT FLOOR t PROVIDE HEADROOM. DOUBLE 2 X 10 or 2 X 12 RIM JOISTS REQUIRE NAILING FIRST RIM TO JOIST, THEN NAIL SECOND RIM, USING 15GA X 2 1/2 STAPLES OR EQUAL 8"o- IN A STAGGERED ROW, (10) EACH, IN ENE) 5" AT EACH BUTT JOINT. SEPARATE BUTT JOINTS BY 48" AND MINIMUM 96" BETWEEN BUTT JOINTS IN SAME LAYER MAX I%" SEPERATION IN BUTT JOINTS. JOIST END ON SPLICE BLOCKS = (10)15GA X 2 1/2 STAPLES OR EQUAL TOE-NAILED BOTH SIDES, or ONE SIDE TO 2nd BLOCK LEDGERS AND BLOCKING =ANY GRADE AND SPIECIES. SIMPSON LUS26 HANGERS ARE (OPT) FOR JOIST ENDS, NAIL WITH (4) EACH 10d or Ibd BOX TO HEADER AND (2) EACH NAILS TO JOIST. EQUIVALENT HANGERS MAY BE USED. (15) 15GA X 2 1/2 STAPLES OR EQUAL THRU RIM JOIST TO JOIST or TOE- NAIL TO RIM JOIST.-, i 12-8"!m. DOM 2X10 BLKS 4'oc.(max) IN ENC BAYS. (5) 15GA X 2 1/2" STAPLES EACH END. 2X10, 2X8, or 2X(2 HEADER 32"(max), LENGTI4412)15GA X 2 1/2" STAPLES OR EQAUL EACH END. DECKING IS 5/8" OR 3/4" 055 OR OTHER APPROVED PANEL - i RATED (40/20) FOR SPAN FOR SUBFLOOR FULLY GLUED WITH i JOISTS LESS THAN 10' MAY PVA ADHESIVE < STAPLED TO FRAMING WITH 16 GA X 13/4" BE 2X8, LESS THAN 6' MAT OR EQUAL a 1(o" O.C. MIN. 4 i BE 2X6410)15GA X 2 I/2 " 11 STAPLES EACH END. INSULATE THE EXTERIOR RIM JOIST AND END JOISTS WITH R-II (OPT) ANGLE 5/8" OR 3/4" AP10 or 2-2XI T EDD EDGE OF DECKING MAY BE NOMINAL LENGTH FIBER CsLA55 BAITS or EQUAL. 2X10 RIM JOIST J FLOOR DEGKG ol"ot. BLOCKED SUPPORTED BY 2X6 FLAT SHO W ON PL AT ANGLED CORDER FULL HEIGHT 4'oc (FOR MAXIMUM HEADROOM). WIRES 10 AND SMALLER RUN THR BORED HOLES IN JOISTS or ADJACENT TO (I X ) "RUNNING BOARD" VERIFY DIMENSION 2X10 BLOCK WITHIN 10" OF END 2X6, or 2XIO-I6"oc . WITH PLAN. JOIST END AT ANGLED CORNER (5)15GA X 2 I/2 STAPLES SEE FLOOR PLAN FOR STAIRWAY LOCATION, NOMINAL FRAMING OR EQUAL EACH END. OPENIN G S4 1"" I FLOOR DE51GN CRITERIA = 40 PSF LL + 10 P5F DL. CONFORMS TO 2003 IRC CODES EXTENDTO 1 FROME DGEOFFLOOR AT WHEN 909 HOMES GE DR4LLNBY: MODEL TYPICAL I1VLS ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE APPROVED BY: 2211 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 SUBJECT TO THE JURSIDICTION OF STATE AND LOCAL CODES . COLORADO BUILT CHANGES MUST BE MADE ACCORDINGLY. 61-ALE: NOT To SCALE TITLE FLOOR STRUCTURE DIVISION 22 DATE= JOISTS 2311o.c.(max) IF DECK SEAM, ADD 2x3 BLOCKS BETWEEN 2X4's. 2X4 SFF "STUD" 24"o.c. FOR 30" WIDE BAY +II or 16"o c. FOR UP TO 36 3/4" WIDE BAY. (4)15GA X 2 1/2" STAPLES OR EQUAL END GRAIN, or (3) EACH TOE-NAILED, or 2X4 LADDER BLOCK UNDER WITH (3) EACH STAPLES. OF SPACE DETAIL 11511 LADDER BAY 2X10 JOIST TYPICAL 2X10 DOUBLER IF NEEDED TO MEET JOIST SPACING. NOTE: FOR STAIR-WAY OPENINGS OVER 10'-0" AND UP TO 12'4', USE TRIPLE HEADER AND TRIPLE JOISTS TO SUPPORT HEADER DOUBLE DETAIL I I G I I HANGER MAY BE USED WITH 3rd HEADER r t r MEMBER STAPLED WITH (13) EGA X 2 1/2 9PAPLES. BUTT JOI V-I 5 DBL 2X10 HF or SPF 7 WITH SIMPSON LU-26-2 JST HANGER 4'- 2" 3-FULL LENGTH JOISTS (or EQUAL) EACH END. N ANY 4'-2" DISTANCE DOUBLE 2X10 OR EQUAL PLUMBING BAYS 32' (max / RIM JOISTS 20 m x) \ DEBT L P" DET L B~ or 2X10 JOISTS 16"oc, MAY BE OFFSET 2" NOMINAL, or 3" i WITH LEDGERS. X 40 H ~~l M I "3-MEMBER" HEADER = 51DE JAMB 5TU 2-LarEr~, ve° PLIVPD, Tn6. 058 a 1 LAYER 3/4° PLYUO JACK 5N O GROUP I, GLUED ONE FACE TO OX 1 BUTT JOINTS = IN END V4 SPAN, GRAM HORIZONTAL 3}2X5-2 ROM EGA X 2 UP STAPLES 3'0G FILLER TO 61ZE OPEN'G (OPT) TOP 2X6 OF SFECIESISRADE SPECIFIED O EGA. X 2 314' STAPLE TO EACH 2X6-6°oG 3-2X6 PLUS NON-STRCT FILLER a BLOCKS a VOID. BOTTOM 2X6 - FASTEN SAME AS TOP "BOX" HEADER FASTEN WITH (3) - 16 GA X 1112" STAPLES OR EQUAL TO EACH WALL O 5 TOP PLATE - MAY BE OMITTED 3 EACH 13/4° X l v4° MICROLAM or Ea AL TYPICAL 1EADER DETAIL 2600 Nb LAM-STOCK, STAPLED 12°18007LON FASTEN PER SCHEDULE NOTES: PAGE G5.5 1.2x4 ~ DOUBLE TOP PLATE. 2x WITH 10° NCH-STRWCTURAL FILLER SINGLE TOP PLATE 2X6 MAY BE SPLICED w( (2X , BLCCK S EGA F¢/d X HI 2 W U!'a PAI✓EL SIDSYs O sArE ExcEPr DEL 2X68 A M3LOCKS . WOG 2X6 FLAT, STAPLED U B ARE GLUED ~ STAPLED Del -6•oG DEL ROW 6'oG DQJBI.E 80111 "PLAT" HEADER rGP PLATE © Y I6°OG 3-2Xb WITH NON-sTra(cT SPACERS 2.2x4 $3 BOTTOM PLATES. CLUE BETWEEN LAYERS 3.2x4 9 OR STUD 6PF STUDS. 4. SPACING OF STUDS 24" O.C. OR 16" O.C. W PS' OR NIGHER MORE STUDS AT OPENINGS PER CHART ON SPANS AND SCHEDULES. 6. SEE FASTENING SCHEDULE 655D FOR COMJECTION5. 1. JACK STUDS GOT AS JAMB STUDS. 8. SEE JAMB STUD TABLE ON SPANS AND SCHEDULES FOR NUMBER OF JAMB STUDS. 3 FOR RIDGE BEAM FASTENING SEE FASTENER LEGEND ON SPM6 SCHEDULES. VARIES LLT Q TYPICAL MARRIAGE WALL CONSTRUCTION STUDS ARE FULL HEIGHT 24" or 16"oc. NO HEADERS REQ'D (SEE ROOF STRUCT) c4) ISGA X 2 v2" STAPLES OR EQUAL TO EACH STUD TOP t BOTTOM. 2 X 4 (MN) TOP PLATE S 5PF TYPICAL EXTERIOR DOOR EXTERIOR WALL JONT (51DEWALL TO WWALL) TYPICAL SMSLE WINDOW FASTEN INTERIOR WALL TO EXTERIOR WALLS AT STUD OR ADDED FULL HEIGHT AY FLAT EQUAL TO STUD WITH "8X3" SCREWS OR EQUAL AT 16" O.G. TYPICAL EXTERIOR WALL CONSTRUCTION NOTES: EXIETO IWAUR TO MT mffiATCRmraOOPEw 1. 2x4" TOP PLATE. FOR ALL CONNECTION FASTENERS SEE PAGE 555 N n i ,u1~= aIj ~.N =0- _o LXf~' N n O (Y r P-q FASTEN THRJ STUD TO EACH HEADER 15GA X 2 1/2" STAPLES OR EQUAL, 2 X 6's = 10 EACH END / 2 X 8's = 14 EACH END 2 X 10's = 14 EACH END PER JAMB STUD5 5EE TABLE ON TYPICAL 2xb SFF 5TUDS SPACED Ib' OL. FASTEN SILL WITH l9) EACH 15GA X 2 IR" STAPLES OR EQUAL. 95FF NOTES: 1. INCLUDES 250 PSF l85 2. MINIMUM (1) JACK STUD UNDER EACH HEADER 3. JACK STUDS COUNT AS L65=60AD. 4. FLOOR WIDTH UP TO 182". 5. EAVE OVERHANGS FIGURED AT 16" MAX. 6.24" O.G. TRUSS SPACING EQUALS 400 G5L. 1. 16 O.C. TRUSS SPACING EQUALS 650 TO 900 G 8. 12 O.G. TRUSS SPACING EQUALS 1200 G5L. S. FOR EXTERIOR WALL HEADERS d JAM STUDS SEE SPAN # HEADER SCHEDULE. ENDWALL STUDS FULL HIEGHT FOR EITHER FLAT OR VAULTED CEILINGS 2X BLOCKING AT SHEATHING/SIDING EDGE JOINT. .I L'~II VISCJO3 II UI1lJl1~S :,•,:•r",....,...- ow.ur+sr: MODEL 2221 CLAYTON LANE P.O. BOX 10, BERTHOJD, CO. W513 ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE APPROVED MBY: TYPICAL COLORADO BUILT SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. TITLE CHANGES MUST BE MADE ACCORDINGLY. SCALE: S~R~C~~R - 2X~ DIVISION 22 DATE. HEADER SEES TABLE ON PAGE 90 TYPICAL DOUBLE WNDOW 6 EA 15 GA X 2 1/2" STAPLES OR EQUAL TYPICAL e SILLS, HEADERE5 /AND PLATES OF UNION WALL. 2 X 6 STUDS a 1611oc. WITH 2 X 6 TOP PLATE OF 90" WALL TRIM ODD-SPACED TRUSS WEB 3/4" IF IT LOCATES ON SPLICE. ~ 2X4 or 2X6 FULL HEIGHT BEAR'G OVER UNION 2X SPLICE OF BEAM TO RAIL 2X RAIL BEAR'G: 3 1/2" 12' SPANS, 5 I/ SPLICE DOUBLERS AS REQUIRED FOR SPAN 3/4" APA STRUCTURAL 1 PLYWOOD 22" WIDE or (14 1/4" WIDE FOR I6"oc) X FULL HEIGHT (GRAIN SAME AS BEAM) SPLICE AT ALL PLYWOOD JOINTS - STAPLES AT 3"oc BOTH WAYS, AND FULLY GLUED. 2X6,BEAR'G BLOCK PLYW'D JOINTS 32" (min) SEPARATION PLYWOOD RIDGE BEAM USE STAPLE LENGTH TO PROVIDE (I") PENETRATION or MAXIMUM WITHOUT PROJECTING OTHER SIDE. RIDGE or CEILING RAILS RIDGE BEAM: FASTEN TO EACH TRUSS WITH MAY BE OMITTED AT BEAM. (20) 15GA X 2 1/2" STAPLES, 50 PSF ROOF USE (20) STAPLES EACH, 120 PSF ROOF f0___ / USE (TV STAPLES EACH. / FRAME SKYLIGHT WITH 2X6 TOP t BOTTOM BETWEEN TRUSSES, (4) 15GA X 2 1/2" STAPLES EACH END 4 TO CUT TRUSS. BEAM OVER UNION 2X4 BRACE ON CUT TRUSS - (4) SGA X 2 1/2" OPENINGS MAY BE PLYWOOD STAPLES BRACE TO 2X6's, 4 CHORD'S TO BRACE. 2X6 STRONG BACK TYPICAL ROOF LAYOUT APPmVED TREES 1116' 058 24* INDEX t5r FELT OR E(21AI. SNWUG TO BE 23V U AS5 °G' ON SEAL DO TABS OR EOJAL ICE DAM PROTECTION P 0° 6110+65 5IDE WW 6LDEOADOF WALL ROOF L, 8'-6' INSIDE OF W SIDE OF WALL OVER M RXF LOAD. ADD TRJ55 TO REPLACE CUT or OMITTED ONE(S), ADD 2X6 HFV STRONG-BACK IN ATTIC SPACE. (6)15GA X 2 1/2" STAPLES ( OR EQUAL) TO EACH CHORD, EXTEND TO _ 2nd TRUSS. T/6" 058 ROOF SHEATHING FASTENED WITH I&GA STAPLES (0PT)-14 X 14 ROOF VENT DUCT SPACE AT 12"oc. FIELD, 6"oc. END OF PANELS. HOMES OVER IS LINED WITH PLYWOOD4 METAL. 60'-0" LONG STAPLE END OF SHEATH'G PANELS AT 4"oc. AND INSULATED WITH R-15 FIBERGLASS BATT. 30 GA GALV. STEEL or OTHER _--FpIR ELECTRICAL OUTLETS t FIXTURES LISTED DUCT MAY BE INSTALLED. I 1116" OSB or 1/2" PLYWOOD (min) 8" WIDE SUPPORTS 3- 2 1/2" 15 GA STAPLES ( EQ AL) OUTLET. USE 2X6 FOR SUPPORT OF CEILING FAN, THRU 2X3 or 2X4 CEILING W/ (3) 156A X 2 1/2" STAPLES ( OR EQUAL) EACH ENI 4 RIDGE RAILTO TRUSS LISTED BOXES MAY BE ATTACHED TO TRUSS / PER MFG SPEC. RIDGE BEAM: SKYLIGHT T- N - EXTEND TOP RAIL ~I RAKE FRAMING SAME AS i ° 2X3 "LADDER" BLOCKS BETWEEN (4) I5GA X 2 1/2" STAPL S l OR EQAAL) 2X6 SFP"2 RIDGE WITH 1X2 LEDGE NA ENDS OF MAIN ROOF. o IX3's FOR UP TO 12" OVERHANG. 2X4 BLOCKS BETWEEN IX4's, FOR IL TOR TOE 3 UP TO 16" OVERHANG. " OPT LOCKS 24"oc. I6GAX 13/4 2X3 SFf "STUD" RAFTER 16"oc. AND YL1 STAPLES (OR EQUAL) 3"oc. THRU TRUSS 12" (min) S SUPPORTED Y-I"oc. (max), BY 2X4 o " LOWER EDGE OF (IX4) TO TRIJS6. VENT CUT-OUT VERTICAL STRUTS (8) 15GA X 2 I/2 n ALT. KC-22 or LARGER NAILS 6"ocJ ( _ STAPLES EACH RAFTER TO STRUT. > DOp IER END WALL 15GA X 2 I/2" 2x4 BLOCKS NAILED BETWEEN T M HO DS _ . N 1/2" OR GYPSUM CEILING B STAPLE TO ROOF DECK 8"oc. o p O C TRUSSES TOP 4 BOT R ' USES FOAMSEAL GYPSUM AT 5 cc. BOND 2000 ADHESI £ 2X4 SFF "STUD" STRUT UNDER 2X6 RIDGE AT ROOF SHEATHING IX4 "PLATE" ON DECK AT 2X4 STRUTS, TRUSSES 4'-6"0.0. RAFTERS, 4 RIDGE. (2)15GA STAPLES 2X EAV E RAIL TO BEAR ON 2X6 FLAT THAI SPANS (2) MAIN EACH JOINT. LINE OF EXTERIOR OF W ANY TRUSSES MAY BE OFFSET 2" (max) TRUSSES. SHIM WITH (I X ) TO ROOF DECK, ADD 2X LEDGER TOP t BOTTOM STRUTS TOENAIL (2)15GA STAPLES TOP 4 BOTTOM. TYPICAL ROOF FRAMING CHOPS IF NEEDED FOR DECKING / GYP. BIRD. OPT DORMER 15 PRE -BUILT TRUSSES BY UNIVERSAL FOREST PRODUCTS TRUSSES AT NOM. I6"oc. MAY BE OFFSET UP TO 4", AS LONG AS AND PLACED ON MAIN ROOF. LOADS C ROOF ARE DESIGNED FOR ADJACENT TRUSSES DO NOT EXCEED 20" O.C. L.L. SP AT 24 O.C. ACED UP TO 45 PSF ROOF 90 PSF t HIGHER LOAD SPACED SPACED AT 16° MAXIMUM. TRUSSES AT NOM. 24"o. MAY BE OFFSET UP TO 213, WITH LEDGER OF OX ) STOCK 120 PSF ROOF LOAD SPACED AT 12" MAXIMUM. TO FULLY SUPPORT SHEATHING CONFORMS TO 2003 IRG CODES HONES ~EM E S SPECIAL NOTES DRAUN BY. MODEL A ~ Il AND ARE T I A TYPIC L BOX 10 BERTHOUD W513 2221 CLAYTON LANE PA CO YP C L ALL DESIGN DETAILS AND NOTES ARE AFT-ROVED 9Y: , , . . SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. TITLE COLORADO BUILT CHANGES MUST BE MADE ACCORDINGLY. SCALE: NOT TO SCALE OOF STRUCTURE R DIVISION 22 DAM 2 - LAYERS 3/4" PLYWOOD BEAM FULLY GLUED AND STAPLED 6" EACH WAY. IP TO 24' rUJ®Li MEd4S4G Al TP 6M6 TTFlCAL 22' x 3D' NH 2181ATRN E CUT OJT TOALLM FCRACa% DaM EAGI SIDE FOR RIDGE BEAM SPANS SEE TABLE ON PAGE 110 °LII STAIRWAY (TYP) UN WITH (5) RISERS 'PER SECTION. FLOOR 'ORT REQ'D. DOUBLE JOIST BOTH ENDS OF HEADER HIS 2X10 EXTENDS ACRO55 STAIRWAY AND MUST BE CUT OUT IN (31" OPENING) AND SUPPORTED AT CORNER OF OPENING. RISERS IN UPPER SECT DIM. "A" INCHES DIMENSION LANDING T FINISH FL DIM. "B" INCHES 1 41 134 110 2 51 15 /2 160 3 61 23/4 150 4 11 31 140 5 81 383/4 130 6 41 46 Vz 120 1 101 54/4 110 8 III 62 100 5 111 (0434 40 10 131 111/z 80 II 141 85/4 10 12 151 43 60 13 I61 1003/4 50 14 USE LONGITUDINAL or LATERAL STAIRWAY FRAMING, HEADROOM IS ADEQUATE OVER BASEMENT LANDING. NOTES: 1. FRAMED OPENING DIMENSIONS BASED ON STAIRS WITH 134" RISERS, AND 10" TREADS. 2. STAIRS MUST BE SUPPORTED FROM BASEMENT FLOOR AT MIDPOINT or HIGHER LANDINGS MUST BE SUPPORTED FROM BASEMENT FLOOR 3. STAIRS, RAILINGS, SUPPORTS, AND FINISH ARE RESPONSIBILITY OF SITE CONTRACTOR 4. HOME MAY BE SHIPPED WITH FLOOR DECK AND/OR FRAMING ACROSS OPENING TO BE REMOVED BY 8" EXT. SITE CONTRACTOR 5. STAIRWAY SHALL CONFORM TO IRC 2000 CODE 4" INT. I AS APPLICABLE. ,(max) I LINE OF WALL 6'-4"lmin) - 6 RIM JOIST AT UNION or EXTERIOR WALL WITH FILLER TO MATCH WALL FRAMING , NOMINAL iii ABOVE. . THIS LANDING IS 48" (OFT) DECKING OVERHMKs ' o DOWN p 2" PROJECTED FLOOR DECK BELOW FINISH FLOOR n -9 a s DBL 2XIO SEE FLOOR PLAN W-0" (min) RAILING or WALL DOWN DOUBLE JOIST HANGER 6-RISERS ° DBL 2XIO's BOTH ENDS OF a z - HEADER 5-TRE S 40• DOUBLE 2X10'5 JOIST BETWEEN DOUBLE 5e GL 2X10'5 81-II 1/1" NOMINAL Vi l 1 1 - SEE ORDER or FLOORPLAN 2X10 JOISTS AT 16"oc., WITH T F FOR (TYP) DIMENSION TO (10)15GA X 2 1/2" STAPLES DOUBLE 2XIO 's USE TRIPLE FACE OF JOISTS. or (8)16d NAILS EACH END. 2XIO's FOR OVER 6'4" WID J015T HANGERS ARE (OPT). UP TO 6-I" WIDE. IIUII STAIRWAY LATERAL STAIRWAY LONGITUDINAL STAIRWAY (TYP) (TYP) (TYP) STAIR OPENING, DIM. HAS 2" WALL t5~L~ ALLOWANCE FOR STEP (OFT) _ / NOSING OF I'~ 211 WISHED FLOOR NOSING. or DBL....... in.-;- -,&QZTWv-172X10 FRAME (SEE FLOOR DETAIL) 6'-8"(min) HEADROOM MLI ABOVE NOSE OF STEPS. IF UNDER-STAIR SPACE ENCLOSED FOR 4'(Max) \ STORAGE PROTECT STEPS WITH 5/8" ff RISE t RUN OF ALL STEPS \TYPE-X GYPSUM BRD. TO BE EQUAL WITHIN I/4" DETAIL SECTION LL STEPS AND BY OTHERS. 13j4" RISE (max) 10" RUN (mtn) (13) RISERS AS SHOWN 2X3 FRAMED RAISED FLOOR t STUB WALL MAY BE USED OVER STAIRWAY. (OPT) FINIS14;/"0' ' CODE REQUIRES 6-8" ABOVE (MEASURE VERTICAL) NOSING OF STEP. STAIRWAY riwmw.i.a.~ GENESIS HOMES DRALLN BY, D'WOLM MOO TYPICAL 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, Co. W513 APPROVED BY. COLORADO BUILT SCALr: sTA « STRUCTURE DIVISION 22 DATE: 1-1-W RIDGE BEAM $PAN (MAX. OPENING) IN UNION WALL FOR ROOF SNOW LOAD: 13-4" MODULE WIDTH 15-2" MODULE WIDTH CONFIGURATION SNOW LOAD 45 °.,0 120 45 90 120 2X6 SF'F 42 41" 40" 32" 44" 37 30" 2X8 HF 42 64" 55" 43"" 60" 52" 41" 2X10 W 4 18" 61" 13" 63" 49" 16" 056 24/16 RATED 83" 11" 11" 66" 52" I6" HIGH 3/4" PLYWOOD 131" 113" P 122" 105" 83" I6" HIGH 3/4" PLY WOOD - 2 LAYERS -186"' 160" 113" 148" Ilb" 24" HIGH 3/4" PLYWOOD 191" 169" 134" 183" 158" 124" 24" HIGH 3/4" PLYWOOD - 2 LAYERS 280" 240" 190 260" 223" 116" 1 1/2" X IRS" MICROLAM L51- 166" 134" 112" 158" 125" 104" I 1/2" X 16" MICROLAM L5L 224" 118" 148" 211" 166" 138" 11/2" X 24" MICROLAM LSL 331" 261" 218" 309 243" 203" LDF OF U D5 USED FOR SNOW LOADS LESS THAN 65 FSF FOR REFERENCE OF HOW STRUCTURE PACE 3 HEADER MAXI rI CLEAR ~E'ACIFOR ROOF LL:(INCHES) CONFIGUATION - SEE DETAILS. 40 FSF 60 FSF 90 F'9P A DBL FLAT 2X6 d TP 51=F 9 OR STUD 31" 21" 21 B DBL FLAT 2X6 GLUED SF'rl, HM, DF-02 48" 41" 32" C 3-2X6 WW "STUD" 53" 45" 36" C 3-2X6 SM SPF 43 OR STUD 56" 48" 38" C 3-2X6 SFF 01 14" 63" 50" C 3-2X6 NP2 19" 68" 53" E 3-2X8 SFM 98' 85" 61" 3-2X8 HF2, 105" 90" 12" 2-2X8 I-K, 16" 65" 51" F 2X6 "BOX" SPF03 OR STUD 81" 14" 59" F 2X6 "BOX" FF02 OR SPF 7 122" 105" 83" F 2X6 "BOX" DFL 3021, OR 5P 02 134" 115" W. G 3-P/4X11/4 ML-260M STOCK-Mk=135k 121 122 108" G AS (G) ABOVE BUT CONTINUOUS (A5 IN RECESSED ENTRY) 161 143 113" CHART NOTES: 1. FLOOR WIDTHS UP TO 182". 2. STUD GRADE SPF OR EQUAL 3.24" O.C. BASED ON 50' GSL. 4.16° O.C. BASED ON 10' GSL. MARRIAGE WALL STRAPPING CHART MW CF SWAM OFENM 2 91' 3 145- 4 1%. 5 252' CAPE COD TWO STORY TR ss specNG ME spatNG POG 16. OG 24.06 1610. 51' 38' 50' 40• 131' 921R' 119" 99" !05' 146' IS [all 151" 286' 201' 255 216" 354° 255' 324° 241' M WAM T tR TRUSS SPACING AT 24" O.C: 45" ROOF LOAD ePAN E6Ax2PC RAW mSCf+80 3'105 bl 3.206 EWE RAIL ONLY 41" I5 6 5 0 2x44 SIT 54' 0/4 5A 4A (1)2x645PF l8° 1/8 3/3 3/5 (U 2x8 4 OFF :FT 4A1 314 2/S n) 2xIo 4 OFF w 2A3 214 2/4 ro 2xm 13 SIB 12' 2/13 2/4 2/4 TRUSS SPACING AT 16" O.C: W ROOF LOAD SPAN VAx2Y! SIMS mm 3'LOG 105Cf@L 3.106 EDGE RAIL ONLY 34' 14 6 5 (02x44 SIT 41' I114 5A 4A (1) 2x8 4 OFF 58' 1/8 35 3/2 (1) 2x84 OFF 59' 4A1 3/4 2/3 (1) 2x60 4 SFP 61' 2A3 2/4 2/4 (U 2X10 9 SFF 60' 2A2 214 2/4 TRUSS SPACING AT 12" O.C: 1200 ROOF LOAD &-M 864x27 VIM ,oEC~m sage 3'10& 3'1.516 34° 14 6 5 L 303 HONES PF FR 15 awl Lill V ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE APPROVED ®T: ~~PIC 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. W513 COLORADO BUILT SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. nnE SCALE: Nat TO 80ALE 5FAN SCHEDULES 110 DIVISION 21 DATE: EXTERIOR WALL JAMB STUDS 6FFFFMKH WAX (BAS CN 10!61) RANCH CAPE COD TWO STORY (2) 2xb M3" 131" 158" (3) 2xb 2(08" 214" 240" (4)2x6 (5)2x6 EXTERIOR WALL HEADERS RANCH CAPE COD TWO STORY TRUSS SPACING TRJ58 SPACING TRM SPACING 24' OL. 16" O.G. 24.0L. Vol, O.G. 24'0f, 16" O.G. (3)2x6 93" 13" 41" 38" 84" 14" (3) 2x8 111" 91" 62" 50" 104" 91" (3) 2x10 143" 123" W. 64" 12b" 115" (3) 2x12 166" 143" 91" 101" 142" 128" (3)1 1/2"x91/4" LVL 142" 148" STRAP TO BE 1 IR"OOGA JAMB STUD CHAR RANCH FASTEN WITH MIN (6)-I"x16GA STAPLES EACH END. TOIAL SIIDSEA01 TR ss SPAOMCx SDECFOFE126 24.06 16'0 MULTIPLE STRAPS MAY BE DOUBLED ON TOP OF EACH OTHER OR 1 5 DOUBLED N WIDTH, SO LONG AS FASTENER PENETRATION IS MAINTAINED. 2 88 v- jj: 13s 3 258" 139' M4 25a' 190 FAS3MI.FbAM) k E B.11E SIZE OF FASTENER NUMBER/SPACING AND LOCATION U N U BRIDGING BLOCKS TO JOIST 1/Ib" X 21i=" 15 GA STAPLE OR EQUAL 10 EACH END OF BLOCK NOTES: LEDGER STRIP TO JOIST 31/2" X.131" 10d NAILS OR EQUAL 6" OZ. (4" O.C. ON iW0-5TORY) ID DRYWALL TO STUDS (ALTERNATE) NUMBER AND SIZE OF FASTENER I" MIN. WIDE X 34" MIN. THICK FOAM BEAD 0 FOAM SEAL F F 21 . O - 0 Z D DEFINITION OF GLUE ADHESIVE VA STRUCTURAL P p r- . . K IR w ^ ^ ^ SPECIAL NOTES DR4LLN BY: MODEL ~ H 0HE ~EH F. BOX 10 BERTHOUD W513 2221 CLAYTON LANE PA CO APPROVED BY: p , , . . COLORADO BUILT SCALE: NOT TO SCALE TITTLE y- I I C DIVISION 22 DATE: I-A51 EIVIIVG &GHEDULG LATERAL JOIST TO RIM JOIST 31/z" X .131" 16,d NAILS OR EQUAL 5 WITH 2 X 8 JOIST/ 6 WITH 2 X 10 JOIST DOUBLE RIM JOIST 31/2" X -131" 10d NAILS OR EQUAL b" TOP AND BOTTOM STAGGERED/ 2 e EACH END DOUBLE LATERAL JOIST 31/2" X.131" 10d NAILS OR l/Ib" X 21iz" 2 15 GA STAPLE 2 ROU~i STAGGERED/ 8" O.G. W/GLUE. JOIST HANGERS TO JOIST MANUFAGIUR'S INSTRUCTIONS DECKING TO J0187 1/4" X 099 RING SHANK NAILS 2 6" O.C. PERIMETER/ 10"O.C. FIELD W/CsLUE. STUDS TO PLATES 1116" X 21i=" 15 GA STAPLE OR EQUAL 4 EACH END OF Z X 6 STUD DOUBLE STUDS T/I6" X 21/2" 15 GA STAPLE OR EQUAL I ROW Ib" O.G. HEADERS 70 SCUDS 146" x 21i2" 15 GA. STAPLE OR EQUAL 4 PER HEADER MEMBER ® EACH END OF HEADER WALL BOARD TO STUDS I 'b X Pis" DRYWALL SCREWS OR EQUAL 2 12" O.G. W/GLUE BACKERS TO PLATES l/16" X 1yz" 15 GA STAPLE OR EQUAL EACH END AS NEEDED INTERSECTING WALLS M0 X 31/2" WASHERHEAp SCREWS OR EQUAL 161, O.G. WALL TO FLOOR *10 X V/2" WASHERHEAD SCREWS OR EQUAL 161, O.C. STUDS TO PLATES 1116 " X ZVp" 15 GA STAPLE OR EQUAL 4 EACH END OF STUD DOUBLE STUDS 1/16" X 21i2" 15 GA STAPLE OR EQUAL I ROW 161, O.G. CRIPPLES TO PLATESMEADERS l/16" X 21i2" 15 GA. STAPLE OR EQUAL 3 e EACH INTERSECTION (MAY BE TOFNAILED) HEADER LAYERS TO EACH OTHER a/Ib" X 21/2" 15 GA STAPLE OR EQUAL 2 12" O.C. W/GLUE HEADER TO JAMB STUDS 1/16" X 2~i" 15 GA STAPLE OR EQUAL 4 PER MEMBER 9 EACH ENE) WALL TO FLOOR 3y=" X .131" Ibd NAILS OR EQUAL AND/OR '10 X 3142" WASHERHEAD SCREWS OR EQUAL 8" O.G. Ib" O.C. DOUBLE COP PLATES 1Ab" X V/2" 15 GA STAPLE OR EQUAL I ROW Ib" O.C. WALL BOARD TO STUDS I '96 X Ilia" DRYWALL SCREWS OR EQUAL 2 12" O.C. W/GLUE BACKERS TO PLATES l/16" X 21i=" 15 GA STAPLE OR EQUAL EACH END OF BACKER AS NEEDED INTERSECTING WALLS h0 x 31/z" WASHERHEAp SCREWS OR EQUAL 1911, O.C. SIZE OF FASTENER NUM5ER/5PACING AND LOCATION ATTIC ACCESS TO TRUSS 'I/I6" X 21/2" 15 GA STAPLE OR EQUAL EACH END OF BLOCK z O u m O z w PER ePEOIAL NOTES DR MODEL Q L711 V ESOS HON ES THOUD CO 80513 10 E APPROVEmIROVED Br: j j . , B , 2221 CLAYTON LANE P.O. BOX R COLORADO BUILT SCALE: NOT TO SCALE TITLE E tC* r, I' C E G DIVISION 22 DATE: SCNEDU!_E FAST NIN RIDGE BEAM TO TRUSS 3" X.131" 16d NAILS OR EQUAL SEE TYPICAL DRAWING: UBC ROOF DETAIL FASCIA TO TRUSS 1/I6" X 2/2" 15 GA STAPLE OR EQUAL 3 EACH TRUSS COMPRESSION STRIP TO TRU58 iA6" X 2~z" 15 GA STAPLE OR EQUAL I EVERY 4" O.C. COMPRESSION TO RIDGE BEAM 7/I6" X 21iz" 15 GA STAPLE OR EQUAL I EVERY 24" 70 36" GYPSUM 70 TRUSS 3j4" X I" FOAMSEAL BEAD CONTINUOUS I SIDE TRUSS TO 51DEWALL (RANCH) N0 X 31iz" WASHERNEAD SOWS OR EQUAL 2 TOENAILED ®EACH TRUSS TRUSS TO SIDEWALL (CAPE) h0 X 31i2" WASNERHEAD SGREWIS OR EQUAL 3 TOENAILED e EACH TRUSS TRUSS TO END WALL 10 X 31i2" WASHERHEAD SOWS OR EQUAL 16" O.C. MARRIAGE WALL TO RIDGEBEAM/RAIL 90 x 31/2" WASNERHEAD SCREWS OR EQUAL 8" O.G. (MAY BE TOENAILED) RIDGEBEAM/R41L TO MARRIAGE WALL '10 X 02" WASHEW-IEAD SCREWS OR EQUAL 8" O.C. (MAY BE TOENAILED) RAKE TO TRUSS (RANCH) 7/I6" X 2yi" 15 GA STAPLE OR EQUAL Q.C. RAKE TO TRUSS (GAPE) 1/I6" X 2V2" 15 GA STAPLE OR EQUAL 2 ROWS 6" O.G. EDGE RAIL TO TRUSS '1/16" x 2y:" 15 GA STAPLE OR EQUAL 4 e EACH TRUSS OSB DECKING TO ?BUSS 1/16" X II/z" 15 GA. STAPLE OR EQUAL b" O.C. PERIMETER 12" O.G. FEILD OSB INS. RETAINER TO COMPRESSION LIGHTWEIGHT STAPLE AS NEEDED TO HOLD IN PLACE OSB SHEATHING TO STUDS 7A61- X P/4" 16 GA STAPLE OR EQUAL 6" O.C. PERIMETER: 12" O.G. FEILD AND 4" O.G. WITHIN 36" Or GORJERS SIDING TO WALLS 7/I6" X P/4" 16 GA STAPLE OR EQUAL 16" O.C. ( OR AS PER MFG. SPECS) DRIP EDGE TO ROOF I° X I" 10' GA STAPLE OR EQUAL 12" O.C. UNDERLAYMENT TO ROOF i/Ib" x 16 GA STAPLE OR EQUAL TO HOLD IN PLACE SHINGLE TO ROOF Ili4" ROOFING NAILS MANUFACTURERS SPECS ROOF TRUSS AT EAVE: 16D NAIL EACH TRUSS TO PLATE AND 11/2" X 10 X 30 GA STRAP WITH 6 - 15 GA X 11/2" STAPLES OR EQUAL TO TRUSS AND TO WALL STUD, OR 2 EACH 08 X 35 SCREWS EITHER PLATE TO TRUSS OR TRUSS TO PLATE, MAY BE ANGLED 30 DEGREES TO VERTICAL. ROOF A "SIMPSON" H5 OR EQUAL TRUSS CLIP MAY BE USED, ASSEMBLY SECURING WITH SPECIFIED NAILS OR 3 - 08 X 3" SCREWS TO TRUSS AND TO TOP PLATE. i ROOF STRUCTURE EXTERIOR WALLS AT CORNERS - 16D OR 15 GA X 21%" STAPLES, OR 08 X 3" SCREWS a 12" O.G. 1/16" 055 SHEATHING OR PANEL SIDING FASTENED 8" O.C. TO ALL FRAMING, LAP 2" CNTO FLOOR FRAMING. BLOCK EDGES. INTERIOR WALL TO FLOOR AND TO i ADJACENT WALL - 16D OR 15 GA X 2 1/2" STAPLE 12" O.C., OR '8 X 3" SCREWS AT 16" O.C. FLOOR STRUCTURE 16D NAIL 16" O.C. OR 15 GA X 11/2" STAPLE OR 06 X 3" SCREW 8" O.G. PLATE TO RIM JOIST. LATERAL SECTION 16D NAILS OR 15 GA X 2 1/2" STAPLE OR 08 X 3" SCREWS I6" O.C. PLUS 30 GA 11/2" X 10 STRAP WITH 6 - I6 X N2" GA STAPLES OR EQUAL EACH END. E N ID WALL 160 NAILS OR 15 GA X 2 1/2" STAPLES OR 08 X 21/2" SCREWl3 CEILING RAIL TOENAILED TO TOP PLATE 16" O.C. SHEATHING EXTENDS ONTO ROOF FRAMING EDGES AND END JOINTS ON STUD OR BLOCKING 1/16" 058 OR EQUAL 160 AT I6" O.G. OR 15 GA X 2 1/2" STAPLE OR 08 X 3" SCREWS EXTENDS 1" MIN ONTO FLOOR FRAMING IGMENE398 Il Y0~ ER- MODIPI TION9 DRALL1d El MOD EL ~ I I >4 SET NO.: my: 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO 80513 APPROVED IC L TO COLORADO BUILT OOALE: Nor TO 9GALE TI?~E I CC, CC, Iu 12 DIVISION 22 DATE: MODUS +~vvM~l. I AT OPENINGS 30 GA 11/2" X 10" STRAP EACH STUD TO FLOOR AND ROOF FRAMING WITH 6-I6 GA X 11/2" STAPLES OR EQUAL EACH END UNION WALL 901-IRC-20609 2411 STRETCH I 12" STRETCH 12" STRETCH 24" STRETCH 3 3 ! 5 i I B 9 b II I I M 5 I II ~ 9 30 }f 33 39 }6 3~ }I y} 38 3I 3I0 II 31 33 I 35 % 3I 30'-4" ^ R E v b O N b DRAIN Bt': EIY. MODEL 9m1 IRC 3o(ooll I WHET CREST H0MElN`J gffp®Br:JOE 41FADLEY 3-Bmf'15 7-BATHS 1 3331=AttMl L PD.. a W. CERTNOIID, W. a 13 '..GALE: U8 = I'-0" OR U4 = I'-0' TIRE f OOLORADO BUILT AT 04-2095 01 pI I ELECTRIC,("L I LAN DEVELOPER SERIES DIVISION 22 D E: - 0511012005 03:01:30 PM SEC. '5- 140T I COLD MLETS TO BE COMIECW TO WATER WATER AND WATER SERVICE AT JOB SITE BY OTHERS 314'x 6' MN) TOTAL NIPPLES if UNIONS TO Wit WM NOTE: °ii DRAM PIPE FROM T. / P. RELIEF VALVE SHALL TERMINATE WITHIN b° ABOVE FLOOR AND TIMED DOWN INTO THE APPROVED PONT OF DISCHARGE OR TERMNATE PER UPC SEC. 1001. NV I t5 4 LtT3tNLJ WATER STMT PIPM5:CROG&MKED POLYEMIM Mc EV INSERT FTTTMOS PER FTRMSS ASTM D-3309 MATERIAL SHALL BE AS PERMITTED BY STATE AND/OR LOCAL CODES. PIPE 60r. BASED ON PRESSURE RA Z OF 46 TO 60 PSI. MAX ALLOWABLE LEMGTN OF 00 FT. NET TO BE COMECTED TO FUl-LMAY VALVE ON DISCNAR3E SIDE OF WATER METER AT JOB SITE BY OTHERS COLD WATER PIPMG NOT WATER PIPNG FIXTURE SUPPLY VALVE 'A' FW-LWAY VALVE NON4#PSE NOSE BIBB >--s IV 1 PIPE °4' 1 PIPE CLNFORMS TO 2000 [PC CODE CREST HONES R E V 1 5 1 0 N 5 pRAW,er: Ew moEL-901 SRC 30609 BEET: cKa Br: JOE MADLEY 3-BEDROOMS 2-BATHS ZTJI 0.AYTON LAtg PO. BOx:10, GEIFIHQID, GO- 80:1L' P,(?LE VB = P 0" OR V4 = f-0u TI w COLORADO BUILT WATER LINE PLAN DIVISION 22 DATE: 01-04-2005 DEVELOPER SERIES 05110/2005 03:01:50 PM FLOOR PLAN NOTES: CIRCUIT INFO RMATIO N 1. DESIGN COMPLIES WITH 2003 IRC AND 2002 NEC. ROOF LL. = 90 OR 125 PSF.) DEAD LOAD = 15 PSF (OPT OOF LIVE LOAD = 45 PSF S CIRCUIT NO. TYPE AMPS COPPER WIRE SIZE . , : R 1. DESIGN LOAD FLOOR LIVE LOAD = 40 PSF OR 110 MPH @ EXPOSURE B) 9 EXPOSURE C 9 15 FT 110 MPH HEIGHT I GENERAL 15 14/1 W/GROUND , . : . WIND PRESSURE = 25 PSF (BASIC WIND 3. OCCUPANCY = R3 OR 1 d 2 FAMILY DWELLING: CONSTRUCTION = TYPE 5-N, SEISMIC ZONE A U3 OR C UNLESS SPECIFICALLY NOTED 2 5M. APPL 20 12/2 W/GROUND 4. PLAN MAY BE BUILT REVERSED d MIRRORED. 5. WINDOWS AND/OR DOORS MAY BE RELOCATED WITHIN A ROOM. 3 GENERAL 15 14/2 W/GROUND (o. 2 x 6 EXTERIOR WALL FRAMING 15 STANDARD (NOM. 6" THICK). SIDING AND/OR SHEATHING NOT INCLUDED IN EXTERIOR WALL THICKNESS. MIN. WALL HEIGHT IS 4 SM. APPL. 20 12/2 W/GROUND 1. MARRIAGE WALLS ARE 4" THICK, ALL OTHER INTERIOR WALLS ARE 411/2" THICK, UNLESS NOTED OTHERWISE. ( NOMINAL) RANGE HOOD IS 100 GFM AND IS EXHAUSTED TO EXTERIOR OR THE RECIRCULATING TYPE. 5 5 WASHER 20 12/2 W/GROUND . '3. BATHROOM VENT FANS ARE DUCTED TO EXTERIOR ICAL RANGE IS OPTIONAL) CT 6 GENERAL g 14/2 W/GROUND . R 10. GAS RANGE 15 STANDARD (ELE II. FURNACE BY OTHERS T GENERAL 15 14/2 W/GROUND 12. 50 GAL. ELECTRIC WATER HEATER IS STANDARD 8 OPT. D.W. 15 14/1 W/GROUND ELECTRICAL LEGEND 9 OPT.GD. 15 14/2W/GROUND GENERAL RECEPTICLE DENOTES GF.G.I. I GF Wp DENOTES II GENERAL 15 14/2W/GROUND 110 VOLT - 15 AMP 1H ERMOSTAT . . PROTECTED WEATHERPROOF N FLUORESCENT LIGHT 12 BATHROOM 20 12/2 W/GROU D GROUND FAULT -15 AM REGEP.110 VOLT-15 AMP SMOKE DETECTOR CEILING LIGHT R DENOTES RECESSED 13 GENERAL 15 14/1 W/GROUND SMALL APPLIANCE RECEP.110 VOLT-20 AMP MAIN PANEL WALL LIGHT SINGLE POLE SWITCH ~ 3 DENOTES 3 WAY Iq SM. APPL. 20 12R W/GROUND 220 VOLT RECEPT. CEILING VENT FAN WITH LIGHT ® SPEC. PURPOSE CONNECTION TOTALLY ENCLOSED FIXTURE 15 SMOKE ALARM 15 14/1 W/CsROUND SMALL APPL. REGEPT. I& GENERAL 15 14/2W/GROUND 120 VOLT - 20 AMP. GF.I. PROTECTED I SMOKE DETECTORS ARE INTERCONNECTED. FOR MODEL W/ BASEMENT, A " 14/3 WIRE IS PolN FROM UPSTAIRS 11 SM. APPL. 20 12/1 W/GROUND SMOKE DETECTOR TO LINDER-FLOOR JUNCTION BOX OR AMP CONNECTED (ON SITE CONNECTION TO BASEMENT SMOKE DETECTOR). SMOKE DETECTOR MUST HAVE BATTERY BACK-UP IS GENERAL 15 14/1 W/GROUND 2. ELECTRICAL: 200 AMP MAIN t SERVICE IS STD. W. NEATER 20 12/3 W/GROUND 3. OPT. 220V W.H. AND ELECTRICAL RJF NANGE TO BE WIRED PER MFG. SPECS /LOCAL CODE STAT " 220 DRYER 30 10/3 W/GROUND . E 12 AM. WHEN MOD BY 4. MIN. WIRE SIZE TO BE 5. ARC FAULT PROTECTION IS REQUIRED FOR CIRCUITS SUPPLYING RECEPTACLES 4SMOKE DETECTORS IN BEDROOMS VOLT APPL. OPT. RANGE 40 8/3 W/GROUND MORE PLAN DETAIL NOTES: I. ALL HALL WIDTHS TO BE A MINIMUM OF 36" FINISHED. 2. STATE LABEL LOCATION MAY VARY FROM MARKED AS REQUIRED BY SPECIFIC STATE. 3. ATTIC ACCESS IS SHOWN ON EACH FLOOR PLAN AS: THE MINIMUM SIZE OPENING SHALL BE 22" X 30". AS REQUIRED BY NEC 210-10 A LIGHT E SWITCH WILL BE INSTALLED. 4. FIRESTOP ALL MECHANICAL < PLUMBING CHASES S FLOOR AND CEILING. 5. ALL LIGHT t VENT REQUIREMENTS ARE TO BE PER CODE MINIMUMS. * DESIGNATES FIELD WORK GENE393 HONES 2221 CLAYTON LANE PA. BOX 10, BERTHOUD, CO. W513 COLORADO BUILT DIVISION 22 s (o. ALL PLANS SHOWING OPTIONAL GARAGE ATTACHMENTS WILL HAVE Ne," TYPE X GYP ON THE GARAGE SIDE OF THE HOUSE, CONTINUOUS FROM THE BOTTOM OF THE RIM TO THE RIDGE (OR EQUIVALENT). THIS MATERIAL AND INSTALLATION TO BE PROVIDED BY OTHERS d COMPLETED ON-SITE. 1. ALL ELECTRICAL PANEL BOXES MAY BE MOVED d OR DELETED SUBJECT TO THE REQUIREMENTS OF THE NEC. TYPICAL BASEMENT LOCATION WILL BE DIRECTLY UNDER WHERE SHOWED ON THE ELECTRICAL DRAWING UNLESS OTHERWISE REQUESTED. 6. ALL PENETRATIONS THRU THE CEILING 6 FLOOR TO BE FIR=5TOPPED. 9. WARM SIDE VAPOR BARRIER a WALLS t CEILINGS CAN BE KRAFT BACKED INSULATION OR SPRAYED ON PROKO PRODUCTS " INTERIOR VAPOR BARRIER 11" (OR EQUAL). v 1510 DRAW 6Y= ENG. MODEL: CHECKED BY: SCALE: 1/5 = 1'-0" OR 1/4 = 1'-0" TIRE: MISC. DETAILS SHEET: 5 r sr l® D RAIN LINE LEGEND UBC 1 I-V2" PIPE II 3" CLEANOUT PLUG 21 3" LONG SWEEP 1/4 BEND 31 3" LT.T.Y. 41 3°X 3"X 3" DBL. V4 BEND 2 2" PIPE 12 V. CLOSET FLANGE 22 1 1-In' 8AL TEE 32 YX 1-V2'X I-V1" L.T.T.Y. 42 4"X 3" CLOSET BEND 3 3" PIPE 13 1-12" AIR ADMITTANCE VAVLE 23 2"X I-Vt"X I-IR" SAN TEE 33 2"X 211X I-V2" L.T.T.Y. 43 3°X 2" FLUSH REDUCER 15U INS 4 I-W" GCNTINOU WASTE 14 3° SAN. TEE 24 2"X 2"X I-Ia- 8AL TEE 34 2"X I-V2"X 2° L.T.T.Y. 44 3"X 1-V2" FLUSH REDUCER BUSHING 5 Hal P-TRAP 15 I-@" WYE W FRTINS G O. ADP. 25 3"X 3"X I-V2" SAN. TEE 35 3"X 3"X I-IR" LT.T.Y. 45 2"X I-IQ° FLU6H REDUCER 51B !Ns 6 2" P-TRAP 16 I-V2° 1/4 BEND 26 3'X 3"X 2" SAN. TEE 36 3"X 3"X 2" L.T.T.Y. 46 3"x3"z3"x3" OW DOUBLE T T 3"X3"XQ"X2" DOUBLET IT 2° V4 BEND 21 3"X 3"X 2"X -V - DBL SAN T. 31 I-Vt' 1/8 BEND 41 2"%2"%2'X2" DWV DOUBLE T 8 3" GAP w CHAN IB 3" V4 BEND 26 3"X 3"X 2"X 2" DBL. SAL T. 35 2" VS BEND 9 I-1/[" GLEAIOUT PLUG 19 1-V2" LONG SWEEP V4 BEND 29 I-V2" LT.T.Y. 39 3" VS BEND 10 2" CLEMIOUT PLUG 10 2" L011' SWEEP V4 BEND 30 T. L.T.T.T. 40 3'X 3"X I-V2 "SALTEE w!1°S. INLET UBC APPROVED AIR ADMITTANCE v ALVE 9 GAN ESE OPTIONED INTO THIS PLO ! SVIAi11N11~ !l(`~`J'^REINCJIIIr H0NE``V\' ^ R E V 15 O N S pRnyN gY; EMr', I%IDEI-9ml IRO 9NEE-T' Illillif 396 09 2221 CLAYTON LANE PD. 00X m, 6ERTHp1D, 60.80619 6VEIXED BT: JOE HEADLET 3-BmR00M5 2-BATHS _ 1 COLORADO BUILT b6NE: US = I'-0" OR V4 = I'-0" TULE PLUMBIWCj PLAN DIVISION 22 DATE: 01-04-2005 DEVELOPER SERIES 05/10/2005 03:01:40 PM DEN..1~3ER Wi`-)TE"FZ 1'SF.-f'fih'r f!_D2'f INVOICE C1,187 OM ER a IGi :i DEUELOPMEN 1 13490 L.(-%F AYET'r(: CT' THORNTON, C;O @0241 BILL. TO:: SMIC_ CiINTACT NAMEEL KAUFMAN CON'TRACT MoZia PARR IC IPATION CODE CHECK 1O0r 1003 Rerrc:•waI Rep). Meter Repl Tap TAP * SERVICE A''ODRESS AND UNIT a`a7y.99 5675 W 37TH AV 5605 W 3lTH AV 3357202. 573.5 W 3'-737TH AV 3572,013 57P5 W 3777-1 A4' PART. F F.::E:S FM !'atls= ~ ' ~;'c.'.':::'-•4 TPJIiCl 7:CE ~ ; 5.4d J.;'i.`_S DA rl:: 04114/!7`; T iME : 10 013 CONTACT Pt-lf)NF:: (3(331919--6331 r;,P 3/4 SS>LF S RU; : KMM Split SE.l-v3.C:e r-XjS1;.7)51 Mr,tej- BLOCK LOT UN I: "r'3 TYPE STP 4 1 RES, j.Tl,• u. 1 ftEE3 jTP 7 RE .s a ir-00 PER 3/4" EQUItt CIUAN DE:SCf2IPT IOC ACCT # TX AMOUNT . TOTAL t 4 i I S1 I: CRElj IT 13 IX, - Out_s3.de FtEr<,i.d~+ntial Ap'71100 A271.100 1 -1,500.00 1 cs 000,. 00 " ;3r~?1'?9 €i'J.}U+C bQ. )i?x~iC7F3~i SgF t.) 4 I 613 I ' *,3 9• I `iDC - Out.aside Residential AP?1.30O 7 4,94.3..613 1 :357200 $F-3004 ($0„ai.*5la'i Sgrt.) i 1 r 9fi:°i 0r} i 1. i SDC. - Outside Residential <?c?7 .).00 , 95;~,.Ot:i i 35'7202 Z$23004-($0.52u5100 Sgi't) y a~.,_ 0(3 { " 4 4 3. I f;I)C - OutSi.de FiE!9iidentiaj A0 ^ y •,95;.,•00 1 357203 ::$r 3OC) s ($0.,521,+5085 SgF t) / 1 4 94k 20 I t , 4~ ?t4'V~..f (7 SUBTU7Al_ I 13,8044..88 TOTAL s I I 13,804.88 COMMEN TS RUU7E: a~ •-_-_4-__ C:I_ASS CD SEW ICE ADDRESS C :C7- Y W7"R RATE CD SWR FATE CD } +r ORIGINAL. YELLOW COPY OF 10VOICE IS NEEDED TO PICK UP MATERIALS Wh:i•Ltn-L'tt'a't.Ott~c?r Sf?4'ViCt-'±:a Yt~lli~w-•Cua'ta7/tu:?Y r"1n1<_A{_t_(~iln't.a.nc7 Grt~F+n--W<a'Ltar- S.~:Lteg 153DWSA 2213 415C?5Ki11.::'1'+. ~13804.885K 14$155' tT A W N S O D -i m p0 m 3 f ' Fy j m F ~ j Sm D m 0 N w ^ a w m--m m 9 C7J Fr m 2.a O- ~ 8.20,0 'a " ~m ma ( I w~ m >cn ZN~ o N m ,0 m~ ~ u a8 , ,0 ~ ~ g m o n _{n c w 0 ~Ff1 yy7 ° m m ~ . . y » g o 5p2 o $ ~ { 2 D O N al W (A m Via' @°Q_ aZ~3. 3 m 0 ?F u; ~i a~ w m z. ~ -n 0 -I~z » 2H 8.c mmK m~ m o s ,0 o m TL a m Z N a N~~m o 5 $ ~3 o om m mm a, m 0 0 Qm my a m, 30 m wNN m a EL ca C3 cn 4 ~ 3~ m a a G,m ° 9Z 3 a gym' N n e 'o m 3 m M o a m H m a a T CO ` m 3 - ~ u o m ,0 e & c y m n ~ c ) C ` * mm ' W ' m s •mco n m o o' m p J O m m o . 3 W7J m° w ?'amg . m m ^ n o o a Z 0 ? m 1 m~' . m o m. mwco 0 O Q~ c 0 nD \ u S n°- o8.£ y so DO o 1 8.5 M° y F m o^ n,E m s eM .mmm g m ~.m m p r nm r m m~ aNm^ o m N' m 3,0 o m 0 C ,0. 2 a mQ ,0y3 m m m < m K~@ff On _ o Z = 0 m c o 3 m n ? ~ m O m 3 w o S m g ,3 ' O m y a I p o y 0 O y m" pmp Li ~ m m j y C 0 m S 01 N w~ m G a0gm m 3 H ~v w m t1 D ~C y Oy O. 1~ ~ C 3 + Q . v B , m O v m O' , S D W x ] 0 b m o z p ~ p 0 4 p j N o V 1 v hs m i kr N ?b i + O O OD V Oi ° m m= 03 a ma m y _ ~ ao vm 0 m~t° mG, '°o: ,0my'4 m mA~c om,0 v m a o n_ a m m c,0 m m 0 m 9 w y m o m o . 3 m vc ~m`a m m $ v ^ S S 0 ,0 o' m T 3 o 2 m m ma's _Q o 3' m •wc w 1 m S^wi m if .z m ~w ~ m m . m- m pia m ^ a e m ^ 9' m n M m m g m ! 0m ~N a 9F oO-g w n yr ,0f 0' m ~EF@ ' w Cm cm o n m S m ~ '3 o m S 3 5 a 1 m x m ~ _ m SD m F 0 w ~ m 7 m m m 5~ Bum=. ~ n aa v ,0E+' a 3 c~ a m m 0- ? g m'_mm o n m6 H c v m,0 ° g? 3 . x.25. n g yc a m o mmm m ~ F 5 m ~ 3 w m ~ ~m m 5 n 0 ,0' ~ w o ~ y ~ m a m ~ ` _ 5 X+ H ~ ~ 3 x m Sao m ,0o m $ 53' ~ mm 3 m _ 3 w m 3 m Da 2v m ~Z D zc 02 m X N e 'C V P m m JUN-EG-2005 10:35 FROM:SUMMIT CREST COLORAO 9705324352 TO:3032352857 P.2/2 60 Permit Number REScheck Compliance Certificate 2003 IECC REScheek SoSuvre Version 3.6 Rdcase la Data filename: C:\Progtam Filcs%Check\RrScbcck\Summit.rek Checked By/Date PROJECT TITLE: Serial# 10515 Model 901 Confirm# 30486 CITY: Wheat Ridge STATE: Colorado HDD: 6158 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.12 DATE. 04/15/05 DESIGNERICONTRACTOR: Summit Crest / Genesis Homes COMPLIANCE: Passes Maximum UA - 257 Your Home UA = 249 3.1% Better Tban Code (UA) Gross Gla7ing Area or Cavity Cont. or Door . Psamet R --Value R Value U Factor QA Ceiling 1: Flat Ceiling or Scissor Truss 1456 384 0.0 44 Wall I: Wood Ftame, 16"o.c 1253 19. 0.0 63 Window 1: Vinyl Framc;DoublePane with Low-E 136 .l4 0.350 48 Door 1: Solid 22 0.350 R Door 2: Solid 22 0.350 8 Door 3: Glass 19 0.350 7 Crawl I: Solid Concrete or Masonry 627 0.0 4.0 71 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4A' Furnace 1: Forced Hot Air, 90 AFUE J (Lj ".#4 = 12-7-1 COMPLIANCE STATEMENT: The proposed building design dasaibed hue is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in RESchedc Version 3.6 Release la (1'omnedy MECchedl) and to comply with the mandatory tagairemeats listed in the RESchedt Inspection ChecklisL BuiWa/Designer r~ Data 'f /S- jg5