The URL can be used to link to this page

Home My WebLink About5715 W. 37th Avenuee City of Wheat Ridge Residential Roofing PERMIT - 201706318 PERMIT NO: 201706318 ISSUED: 08/18/2017 JOB ADDRESS: 5715 W 37th AVE EXPIRES: 08/18/2018 JOB DESCRIPTION: Residential Re -roof to install laminated asphalt shingles - 24 sq *** CONTACTS *** OWNER (720)933-3763 PAULSON MICHAEL A SUB (855)623-7597 Chris Nussbeck 140116 MadSky Roofing & Restoration *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,479.00 FEES Total Valuation 0.00 Use Tax 241.06 - Permit Fee 236.00 ** TOTAL ** 477.06 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201706318 PERMIT NO: 201706318 ISSUED: 08/18/2017 JOB ADDRESS: 5715 W 37th AVE EXPIRES: 08/18/2018 JOB DESCRIPTION: Residential Re -roof to install laminated asphalt shingles - 24 sq 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 end am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further att That m togally authorized to include alI entities named within this document as parties to the work to be performed aryd'thgy 11 rkIto p rformed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. Thispermit 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 originalhermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4' No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or%grants g of ape its 1 not be copstrued to be a permit for, or an approval of, an violation of any provision of any applicable code o e or r ti oft is jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett -ZOl70(316 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 16, 2017 3:04 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application I 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 5 your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Jc - 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., o' Monday through Friday to process these types of requests. J 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 5715 W 7TLH AVE Property Owner Name MICHAEL PAULSON Property Owner Phone 720-933-3763 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address 49 Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Yes New Contract Paulson-2.pdf CONTRACTOR INFORMATION Contractor Business MadSky Roofing & Restoration Name �c Contractor's License 140116 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) 502-640-9414 365 Inverness Pkwy #150 Contractor Email Address c.oiler@icloud.com Retype Contractor Email c.oiler@icloud.com Address DESCRIPTION OF WORK TOTAL SQUARES of 24/ the entire scope of work: Project Value (contract11479.00 value or cost of ALL materials and labor) Are you re -decking the No� roof? Does the scope of the No project include a flat roof (less than 2:12 pitch)? 50 Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Yes 24 30 year lam Asphalt Main Home SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application Yes Yes Yes Yes 51 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 Christian Oiler Email not displaying correctly? View it in your browser. 52 CertsirtTd Mad i�x�% t�ti�� atra�w •arsaari MAP . BBB. ROWING & RfsTORAl?otv Customer Name �I+ � � \ Q.a` S0rN Street Address klirf— City "'r G tn; n ero) State, -CO ZIP' Phone # Email Roofing Specifications 7ersr Off Layer ❑ 2 Layer ❑ Other t. 7nderlaymment. ❑ 15# ❑ 30# F;Nynthetic Brand: 0 Owens Coming ❑ GAF ❑ Tamko ❑ Certainteed Vl,,inufacturer's Warrraan_tyy 25 Year �n Year ❑ Lifetime Shingle Type �k_riac 0 I Shingle Color, HIO: Roof Vent Type. �ox ❑ Ridge ❑ Power ❑ Turbine Plumbing Stacks: ;323n1 ❑ Lead ❑ Other Ice & Water Shield Per Code Valley ❑ Metal Pce & Water Shield ❑ W Pan Hip & Ridge ❑ Standard TPEnhanced Metal Edge ❑ To Match Existing ❑ OtherR(litan Roof Decking, ❑ CDX ❑ OSB ❑ Other Attic Inspection ❑ Yes ❑ No 'PJ. iilrt;_q Pattem S Nail to Ensure Highest Warranty & Best Installation • NON MAILABLE SURFACE CLAUSE: Please note that any detective roof decivplywood found during tear off of the existing root covering must be replaced per state building code. Most insurance carriers do not cover this cost as part of Your claim. Customer will be respsonsible for this 80 per sheet which Includes labor and materials, Special Instructions Customer Initia Clean All Gutters of Roof Debris Protect All Landscaping Furnish Building Permit Cleanup Daily Roll Magnet Through Yard Lien Waivers Provided Upon Final Payment Extended tt, Warranty Manufacturer's NA -,5 Years C310 Years Extended Warranty ❑,j imited Lifetime (❑ Yes $ 03No (�SQuare rootScyuare root Pnce Based Pet Square rootage MadSky P?15jecManager Signature I?WO hereby authorize MadSky Roofing S R Delivery Instructions: Date0-4 9fs Date of LNo�ss or Iva 1=1 Insurance Carrier Lt 1'i rel Insurance Claim #. MadSky Rep 0�'% sk"ftr% Phone IM (OLAQ-rlil l`� Siding ❑ Aluminum ❑ Vinyl Size ❑ Dutch Lap ❑ Straight Brand Color Fascia' Soffit tt��77 Tyvek: 0 Yes ❑ No Insulation. ❑ Yes C3 No Gutters/Downspouts f �5" ❑ 6' Gutter Color: 64NO's 1-t . C.5101x3" ❑ 3x4" Downspout Color: Aa Additional t SA."A nek AuM;r%U0'eA Noes 0!, LSi u IT ► t L• � 1 . � d Estimated Job Start Date. Estimated Job Completion Date please make ail 61iecKs payable to MadSxy Rooting Insurance Claim Amount $ ._.i.dlScKb Xr— Supplements Amount If Required $ Overhead & Profit Supplement (O&P) $ Additional Upgrade Cost to Owner $ Total $ Y! C Terms: This Agreement is contingent upon insurance company price and approrat, This Agreement does not obligate the Customer or Company in any way unless if approve! by Customer's insurance company and accepted by Company. Custonxt:'a signature below also signttias acceptance of all terms and conditions of this, Agreement. including all terms on the reverse aide hereof, In situations whelp supplements for additional work are necessary and outside the original scope of world te.g„ additional layers or mismeasurementsf. Company will seek approval fr^nti insurance company. Customer's out of pocket expenses are not to exceed deductn-. plus upg rades for non4nsura�ca ray�ted c m I ems Payment Method: Payinrnt Upon Compteuon Of finch Trao . d , I to process anp secure endorsements from our mortgage company (lien holder) on insurance drafts rc ,. Scanned by CamScanner 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: v` Job Address: D/ Permit Number: ❑ No one available for inspection: Time )--' % -I AM/F6 Re -Inspection required: Yes C) When corrections have been made, call for re -inspection at 303-234-5933 Date: /� C! Inspector: --Z , H-" t r DO NOT REMOVE THIS NOTICE CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102137 Issued: 09116110 Stipulations: Interior and Exterior Remodel 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: 5715 W 37TH AVE Parcel Number: 39- 251 -11 -018 Owner: Bryan WR 2020 3798 Marshall St. #7 Wheat Ridge CO 80034 Contractor: Andy Scheer Scheer Enterprises 1846 S. Yank P1. Lakewood, CO 80228 For the Following Purpose: Residential Remodel Code E�itions NO change shall be made in the USE of 2"6 ICC /2008 NEC this building without prior notice 006 ICC /2005 NEC and a new Certificate of Completion — 2003 ICC /2005 NEC from the City of Wheat Ridge. — Sprinkler System Inspector Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 09/16/10 13:44:05 City of Wheat Ridge Page 1 bp701 -ls PERMIT INFORMATION - 102137 mmackey PERMIT INFORMATION: Permit #: 102137 Address: 5715 W 37TH AVE Permit Type: Residential Remodel Parcel Cd: 39- 251 -11 -018 Permit Dt: 09/09/2010 OWNER: Bryan Expires: 09/09/2011 Address: 3798 Marshall St. #7 City /St /Zip: Wheat Ridge CO 80034 LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 0 SetBacks- Front: 0.0 Funct Use: Unassigned Last Zone Ot: Left: 0.0 Subdivision: RILEYS ROOST Annex Dt: Right: 0.0 Cent Type: Brick Lot: Block No: 0 Back: 0.0 Legal: SOB DESCRIPTION: WR 2020 Interior and Exterior remodel FEES OTT DUE PAID: Permit Fee 81110.00 188.45 188.45 Plan Review Fee .00 122.49 122.49 Total Valuation 8,110.00 .00 .00 Use Tax 8,110.00 145.98 145.98 ---- - - - - -- --- - - - - -- 456.92 456.92 CONTACTS: owner WR 2020 Bryan 3798 Marshall St. #7 Wheat Ridge CO 80034 3035012784 go CL3 Scheer Enterprises Andy Scheer 1846 S. Yank P1. Lakewood, CO 80228 3039891418 sub Cis P 6 M Plumbing Inc. Paul Trudell 1355 S. Welch Cir. Lakewood, CO 80228 3032109084 sub CIA Marnady Electric Service Inc Duane Tidwell 10940 Moline St. Henderson, CO 80640 3039207101 PARCEL INFORMATION: 10 Structure Type BANC 20 Year Built 2006 30 Property Type RESID PERMIT CONDITIONS: KC: Approved per description of work. Must comply with 2006 IRC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 09/09/10 CREATED FROM APPL# 10 -0334 09/08/10 Given to KC for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 EFI:Electrical Final Ins 08 -0192 09/15/10 no MV 09/16/10 09/16/10 COMPLETE 2 PFI:Plumbing Final IRSp 02 -0636 09/15/10 no MV 09/16/10 09/16/10 COMPLETE 3 BFI:Building Final Insp 10 -0286 09/15/10 no MV 09/16/10 09116110 COMPLETE Job Address Permit Number 0 I ❑ No one available for inspection: Re- Inspection required: Yes *When corrections have been tnade c Date: 1 1,,3 m Inspector: DO NOT REMOM e AM /PM inspection at 303- 234 -5933 1S NOTICE INSPECTION RECORD Occupancv 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. �i (t !D F) - 3- I n n II � nit.... INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain 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. CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Service .Rough Electric Rough Plumbing Gas Piping Rough Mechanical Framing Insulation Drywall Screw PRIOR TO FINALS Electrical Mlezr Plumbing Mechanical Roof Building Final 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. Parking & Landscaping * * NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY ISISSUED. 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 City of Wheat Ridge / Residential Remodel PERMIT - 102137 PERMIT NO: 102137 ISSUED: 09/09/2010 JOB ADDRESS: 5715 W 37TH AVE EXPIRES: 09/09/2011 DESCRIPTION: WR 2020 Interior and Exterior remodel * ** CONTACTS * ** owner 303/501 -2784 Bryan WR 2020 gc 303/989 -1418 Andy Scheer 10 -0286 Scheer Enterprises sub 303/210 -9084 Paul Trudell 02 -0636 P & M Plumbing Inc. sub 303/920 -7101 Duane Tidwell 08 -0192 Marnady Electric Service Inc ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION:. 0461 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATE FEE Permit Fee 188.4 Plan Review Fee 122.4 Total Valuation ,0 Use Tax 145.9 ** TOTAL ** 456.9 8,110.00 Conditions: KC: Approved per description of work. Must comply with 2006 IRC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I as ume full. responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other app .4' ' able hea Ridg -Ord. ances, for work under this p$Ymit. Mans subject to field inspection. Y /rte /� date 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 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. G. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan rev' w object to field inspections. Signature o Chi Building Official date INS PEC 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. Bldg Valuation $ �/' /U -.. _ C at iclue ate: -.• t{;At,�1�A1iF i)f_�.<tt:P,o1P.t7t - r� Plan Building & Inspection Services Division t 1 # 7500 W. 291h ic Ave., Wheat Ridge, CO 80033 - — Office: 303 -235 -2855 * Fax` 303- 237 -8929 Inspection Line: 303 - 234 -5933 Building Per It Application Property A ddress: 71 Property owner (please print): (O tk) art (D- O 0 2- 0 Phone: �� r � 7 8 i - Mailing Address: (if different than property add ress) ess) n Address: ' 3> t g r� Crt r t2 L S City, State, Zip: t Contracior: Contractors City License M Phone: �;C7 - U6� Gb_Contiactors 9b) Electrical D �i Plumbing IPHP , � Mechanical: City License # City License # City License # t�es�t`iFStldta e�oar f ciEinvnsl. Contract Value' ( L O U12z+tt Review Pee (due at tim of submittaq: Squares BTU's Gallons Amps SFt. $ g " OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, - rules or regulations of the City : of Wheat Ridge or covenants, easements or restrictions of record;. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge. codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the I w y entity included on this application to list that entity on this application. - - CIRCLEONE: (OWNS CONT//R,,A��CT _ (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) p // PRINT NAME: SC7 SIGNATURE: DATE: Bldg Valuation $ �/' /U 5715 W 37th Ave Exhibit G WR2020 NSP 2010. Schedule of Values e 2 Subject to Field Inspections Wheat Ridge Building Dept. Date: v� Signe f r Plan checker Provide Builder's Risk and Public Liability Insurance $390.00 fixtures 5.00 Furnish and install and new gutters and downspouts. Furnish and install extensions on the downspouts directing water away from the $1,275.00 $695.00 I Caulk/seal all gaps between concrete flatwork and building fn $175.00 I nnrlatinn UuJe Ir6 r"umruciure Add sister joistto floor joist in the crawl space that was improperly $375.00 notched Furnish and install hard -wired Carbon Monoxide (CO) detector. I Confirm all existing fire alarms are in working order with new $275.00 batteries and meet local, state, and federal reouirementc Move msulation away from existing two 2 attic vents $70.00 Repair leak in crawlspace aroun drain line from hall bathtub $125.00 tnstail venvair gap device for hall bathroom sink drain line $125.00 Replace electrical GFCI device in crawl space for sump pump with $175.00 a standard 120 -v outlet I of 4 5715 W 37th Ave WR2020 NSP 201 Schedule of Valu APPROVED �. 2 Subject to Field Inspections 'S Wheat Ridge Building Dept. Date: _.Plan checker I 2 of 4 Si ned: Disconnect and properly plug connection from sump pump discharge pipe to main City sewer line. Install new discharge pipe for sump pump that will discharge fluids away from house foundation a minimum of 6' -0" $375.00 Furnish and install additional attic vents as required $275.00 Furnish and install new garage door opener $375.00 Furnish and install new garage entry door, 'am, and hardware $825.00 Entry Bathroom Base Scope Caulk around tub $25.00 Install new low -flow shower head and controls $125.00 Repair light switch so all switches work correctly $80.00 Remove and replace toilet with a new low -flow toilet $375.00 Master Bathroom Base Scope Re -caulk around tub completely $25.00 Remove and replace existing toilet with new low -flow toilet $375.00 Install new low -flow showerhead and tub /shower controls $125.00 tile cove $100.00 — Repair Bedroom #1 (First Room on the Left) Base Scope Addressed in General section scope requirements $225.00 _.Plan checker I 2 of 4 APPROVED 5715 W 37th Ave WR2020 NSP 2010. 2 Subject to Field Inspections Schedule of Values Wheat Ridge Building Dept. Date: �a Bedroom #2 Signed: Base Scope Remove closet shelf cleats and patch drywall. Texture to match adjacent surfaces p rior to paintin $85.00 Rework closet door or replace hardware so it latches properly $25.00 Master Bedroom (Bedroom 93) Base Scope Caulk windows $225.00 Kitchen Base Scope Repair laminate and the countertops. Caulk and grout as necessa $65.00 Replace electrical outlets near countertops with new GFCI devices. Patch and repair tear -out $125.00 Furnish and Install the following Energy Star appliances: $1,581.00 Refrigerator (32" wide) Electric Stove Built -in dishwasher Living Room Base Scope Addressed in General section scope requirements $175.00 Laundry Room Base Scope Addressed in General section scope Re uirements $225.00 SCOPE NARRATIVE TOTALS Base Scope Total $8,110.00 _ Plan checker 3 of 4 5715 W 37th Ave WR2020 NSP 2010.02 Schedule of Values Select Alternate Scope Total $1,971.00 Multi le Pro e Credit - $300.00 TOTAL $9,781.00 u C OCORp� O Wheat Ridge Building Department Approved ( BUILDI FICIAL DATE Wlidity of permit:. i ne issuance of a permit or approval of plans specifications and computations shall not be a permit for, or an approval of, any violation to aty of the provisions of the building code or of any City ordinancm. Pelimb presuming to give authority to violate or cancel the provisions of tin Building codes or other ordinances of the City shall not be valid. APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: ` sp Signed: Plan checker Work shall comply with the following codes: 2006 IRC, 2006 IECC, & 2005 NEC. 4 of 4 E J' Building Permit ci TY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 VM Residential New SFR GtMgf'~3Me~stt3dge Permit Number 18909 6/29/2005 inspection Line 303-234-5933 PROPERTY 5715 - 37th AV Unit: OWNER: James Pryor (303) 919-6331 Description Single family modular 30x48 w/ attached 12'x 22' garage and 6' x 20' porch fi nw Units: I Occupancy: R-3 Watts: 2x6 Roof: Comp Stories:. 1 Sq Feet: I hereby certiy that the setback distances proposed bythisrecord; tpermiLapp r,sermn, and do not violate applicable ordinances, rules or regulations, of the City of Wheat Ridge or covenants, casements; or reslrictiovs of hat all sv mints shown, and al1r,m m, made are accurate; that l have read and .,no to abide by all conditions printed on this application, and that l assume f:70/s iblaty,'fof compliance with the Wheat Ridge Building Code (O.B.C.)ead all Other applicable Wheat Ridge mdinascey for work undert it. / - 6 The bmmca of ate''' °r rhea vat of drawings. occultations shag not be construed to be a permit for, nor an approval of, any violation of the nrovisions o~ lhl➢mng rs;; orany other e, law, rule or regulation. (OWNER)( 0 OR) SIGNIEDDATE 1 This permit was Issued in accordance with the provisions set fourth in your application and is subject to the laws of the State of Colorado a ad to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2 Thie permit shall expire if (A) the work antharrsed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. l 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 our will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 0 No work of any manner shall be done that will change the natural flow ofwater causing a drainage problem. 5 Contractor shad notify the sending hapecmr twenty-four(24) hours in advance for au Inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. Wednesday, June 29, 2005 Page 1 of I c w \ W ciry W C' v V Y V V V S ~9 oa N 7 n C. A = CO CD ~ W o y~ I h a ~ y o 39°~~ D b~ \ c C N W C\ C o (D w 0 o v CD O cny Fix Z v w g ~ ~ ~ ~ \ \ ~ ciry o N CD'` V v V V O = 0 o ~a ~m til W ~~1 (q N 390 p =r o n p (D O ~ 3 N m ~ CD rl O c 3 3 ® Ut CL m oom v _ n W~ mm 0000 cn CD m~ <z n N °m COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: S7/S 37~h Adz ~.CE GE~,C~i,/G is zaa_5s~ ®y~~9AT~/,Pc~.~ /B f 0" 11V y,4z7 Z&1,5?ZL C411ZZ /yDT a~~ 20. ~T~1s T Li When corrections have been made, call for re-inspection at 303-234-5933. Date p ~ W . p co O a~ Y C) U) 0 (D z c W N ❑ ❑ ' ; O > a) N °6 p z 7 o Z 0 00~ W s o- ~C) 0 > Q 3 > e ~ o~y m V- p 9;=0 ti w U ~a Q M ° z p s p N u a O Z: o 0 a l0 CO W. U) w y w 0 L. O d Q O w co L(J "W Q , . V O 0. 7 O N L ..F } C.. m N o ~ O U O M J N w t 0 . ~ . _ Sao a Z LL (D U a) p o ,.n U O w m W ~ , C: y . 0 N O L O c ¢ LO. . U E. o _ ° Q Z d O O° U .;v Q N m ~ _ V ~n~ °p 6 s ` L 2 3: t, O N . C d O N C W O) a 0 O = L a O a a N w a t Q- O ~C V a , L) CL Vj ~ a O (n, U) O 0) a) LLJ U) z LU U) 1 :3 , . Q o w Z O ~ . s Q y o o a Q p a O Z R i >N ~ 1 O p. Q U J Z ° V Q ; a) a) 0 C O W o C O O N N . w E L) U :5 a L . z r - o v Q E * Z Z a o 0 E 3: O w O ❑ ❑ :'a Q'm 0 . 0 a . W * ~t ~9. 11/lVoi, rr jk~SSleSLt> I J ...Date: 2 { { i A Certificate of Occupancy I Completion has been requested for., ADDRESS:' li PURPOSE OF STRUCTURE: Bonding Department Approval: Remarks: S Zoning Approval: Remarks: 4 Public Works Approval: 0//- Remarks: Fire Marshall Approval: ? (If Applicable) \ S Remarks:- S S Sanitation District Approval: (If Applicable) 2 s Remarks: Water District Approval: (If Applicable) Remarks: v~.1.~\^.n'/\N\M1n.'Vl1/\hi\"✓\.M. 4,*'\•'l•\'\~,~ N"./~~ ~~\4 `.\'\n.\V\1.WV'VM1h'V V~1..JWV\/VW: . Gs CJ cT QQ Q CV N M Q CWX M o a ILU ~ O 0 U.) Lo C 2C O 40 CY) N V M N Q 410 MOM Pm . S " 6 (M m ~ Q ~ Cl LO w C LU m -C a ILM c 2c 0 C a d t 01 O ' .M O d o a c. Vl 7 w L r w d m _ V c V °c A E o d 0 .Q ~ d'I 3 N m CL 0 C U C l6 Q U U O a H aC .i I L d o0 . o 0 0 0 o c CO 0c8 m O W LU ~ U (9 z 0 ui / a z z w !L < w >0 Q a U a J J O ¢ z c9 a 0 a O ? :v F- U z U) O v z U r L J w CO G c c . Z h LL ~ ry N o C U c E O LL LL o O a v 6 - c C c v C (n ~ C z U b E ' v s m '8. .4 m UU w ~ E ZE w m 2 r we c ~j U. LL at r Q ~ 4 J ~ I 1 l S a~ S 41 J h ~ c LL co J m • ~ E r E r 3 0 2 z s o ~ LL a N. O LW r Q _V V. cc r LU v 5 W .J 3: UJ H W Z LL ~ Qa pq V W (jj C. p x Z LU Z a V O w CO) 0 CO) Lo 0 V CO) L♦ 0 c .0 tp m V 0 J J co uj 1 ~o \li ti V t._ 1 1A~ V w VV , J ~-x- i i 4 i t r t +~V 1 E l Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue _ Wheatridge, CO 80033 r 303-235-2855 V c~1ya€vh~e~jr«tye ' # Residential New SFR Permit Number 18909 6/29/2005 Inspection Line 303-234-5933 PROPERTY. 5715 37th AV Unit: OWNER: James Pryor (303) 919-6331 Description - Single family modular 30x48 w/ attached 12'x 22' garage and Ox 20' porch Mal units:_ I Occupancy: R-3 Willis: 20 Roof: Comp Stories:. ( Sq Feet: 0 1 hereby certify that the setback distances proposed by this permit ppIt ar - t , and do not violate applicable ordinances, rules regulations of me City of Wheat Indg ants acme is o restrictions of record, that n men's h m aad all gaho de are accurate, that I hove mad and agree to abide by all conditions printed on this apintention, d Bia[ I assume fWl r o sb. ' r' pL ce with the Wheat Ridge Bantlmg Code (D.B.C.) and all other applicable Wheat Rdgeodiemgm5, far work under tf pit. 1 / 1 TBis permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado aad to the Zoning Regulations and Bening Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2 This permit shall expire if (A) the work sensational is not commenced within sixty (60) days from issue date or (B) the banding authorized is suspended or abandoned for a period of 120 days. 3 If this permit expires; a new permit may be acquired for a fee of one-halfthe amount normally required, provided no changes have been or will be made lathe original plans aad spce fiemiam, and any suspension at abandonment has not exceeded one (1) year. If changes are made unit 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 ofwater causing a drainage problem. 5 Contractor shall notify the Building Inspector twenty-four (24) hours la advance for all inspections and shall receive written approval on inspection card before proceeding with. successive phases ofthe job. 6 The issuance ofa rthea oval.1drawingsa pedflentions shall not be construed to bea permit in', nor an approval of, any violation of the provisions oj.Bf ng rl or any other o e, law, rule or regulation. Chief lldiag Inspector SIGNED DATE 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 obtain a Certificate of Occupancy. 1 have read, understand and agree to the foregoing terms and conditions. I have received a copy of the application for Certificate of O cupancy. Name (please print) Z I-~ U)A Signature: Date: 1~✓~ V U- Building Permit MY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 ` 303-235-2855 CaycrWti1~rsdge I Residential New SFR Permit Number 18909 6/29/2005 Inspection Line 393-234-5933 PROPERTY 5715 37th Av Unit: OWNER: James Pryor (303) 919-6331 Description Single family modular 30x48 w/ 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 must meet 90% AFUE Authorized By Public Works Approval Authorized On 6/22/2005 drainage cert for lot required prior to C/O. See attached sheets. Authorized By Zoning Approval Authorized On Please Note: Owner/contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. D1ETdF@~1AVitIF Zoning Section-26-501(5 t Approved By DFB For one-or ova-fampY dweflh>gr, thefirstoven feel (259 ' of driveway urea from pie exislin tr-f e pavement into the site sha11 he surfaced withcoe g gret arphatt, brickpavers or,rim+lar materials. Zoning R-lc Approved By TRC ok. See attached sheet Authorized By Zoning Approval Authorized On Zoning 12/19/2005 Approved By Approved lot configuration and stucture lay-out. Authorized By Zoning Approval Zoning Authorized On 12/27/2005 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 a R-88 CEILINGS ■ R49 CRAWLSPACES LANDSCAPER .O TTRFAs^iy rc Single and two family residential uses Section - 26-502 (D, 1, a R: b) Pa One street ore per """'1y (70) r hereo fet for nortian f ofstreel fi-owave to he placed within [Gefront .relhackprior to issuance ol'a certificate efoccra:mrcy. h, No less than nventy-five pereenf± 5%j ,>jrhe gross lot area. and no less than one h:rrd;rd l~ercznt i 100%) of the front yard shalt be lcmdscap-'d. Contact .the Pdar, ninr- ))rn,,: imam i 11ry_,.;ttncY :Udg,L' 9nd SI "nPSir' 11_1_1`, " ite.1orfna f Manufacturer shall i 110 A pil theree_ials ch Which S, . t o al' a been rirstalded ro to W'Hd 'nst- I13C e Tuesday, December 27, 2005 Page 1 of 1 R COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235.2855) APPLICATION Property Owner: J'Pp te-V r Property Address: '!r7t5 W -37 Contractor License NO.: CorWany: Building Permit Number: Date: ley AC14 sts~ Phone: 9 70 -,s3Z - 88 -7S` Phone: 8G0-$~8-1' G3 G owNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dent Valuation Figure: $ 1 hereby certity 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:$ -&;J,0V0 Wheat Ridge or covenants. easements or restrictions of record; that all measurements and allegations made are accurate; chat I have read and agree to abide by all shown Permit Fee:$ , conditiorhs printed on this application and that I assume lug responsibility for compliance with the wheat Ridge Building Code(I.S.C) and at other applicable Wheat Plan Review Fee:$ Ridge Ordinances, for work under this permit Plans subject to field inspection. Use Tax S 6 d' Total: $ lowNER„CONTRAcTORC SIGNEb DATE (OWNERNCONTRACTOR):PRhNTED ~r, e.a (rrw DATE Use of Space (description): 1' ZZr Description Of Work: StA7/e ~p it y rnac~j v Q~-K , ,:UX'~~j Wr /L1s 40A 6'A zo, /gxc~~ Sq. Ft. added ` el ~/±y BUILDING DEPARTMENT USE ONLY L~ SIC: Sq.Fi.: COMMENTS: Approval: Zoning: (?,1C- COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Apprpval: Walls: Roof: Ii ECEEQ V ED J U IN g 20i~5 Stories: Residential Units: Electrical License No: /I Plumbing License No: / Mechanical Likens~y No: Company.,Ljrc4,yi lopa7C.a~+rCompany: til. Company. 3o3-2Z`7-4.S 302-33Z- 7 7-it7 CIS Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This pelt was issued in accordance with to provisions set IoM in your application and is subject to the laws of the State of Colorado and to the Zorwg Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordmances of the City. (2) This permit shall e>ple if (A) the work aul1 horned is not commenced within sorry (90) days from issue date or (B) the building autwr'vsd is suspended or abandoned for a period of 180 days. (3) 11 this permit expires. a new permit may be acquired for a fee of one-hat the amount normally required. provided no changes have bosh or will be made in on orig'vW plans and 3ped83tons and any suspension or abandonment has not exceeded one (1) yew. If changes; have been or tahapsaiOn or abandonment exceeds am(1)yaw. full fees shall be paid for a new permit (4) No work of any mangier shall be done that will change the natural lbw of water causing a drainage problem. (5) Cw*ackw area nobly to BUMV kaDector evstli-bu (24) hom in adranoe for all inspections and *all rsxive written approval an Yopectm cwd before Dnoeeedin9 with wicosssho phases of the job. (s) The issuarhw of a port-! or the approval of drawings and specifications shat not be construed to be a permit for, nor an approval of, any violation of the provisions of the building oodes or any other ordnance, law. rub or ogalatim. At plan review is subject to field kapec"Om Chief Building Official Residential Worksheet (SF/Duplex) Submittal requirements: Copy of Deed Site Plan (to scale) Er Elevations Address: I-715 W 3"141` OP kaT 7 AlpIr {Zuu - S',1 Zoning: '(C Use: S F Property in the flood plain? Vb Lot Size: ;4"-Id sq. ft. Lot Width: 40.9 5~ ft. Maximum Lot Coverage: 4'0 % L007,5-1 . sq. ft. Proposed Improvements: (ltwrrt A+f. 6on5e r foro() Existing improvement(s): House: 181 3) sq. ft. House: sq. ft. Addition to House: sq. ft. Shed: sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Detached Garage: sq. ft. Other. sq. ft. Proposed Lot Coverage: (Total) 3 S % 176'7. 33 sq. ft. Required Setbacks: FR 30 S S S s R Provided Setbacks: FR 3o S f S G'f R 12- Maximum Height: 3s ft. Maximum Size: 20419 sq. ft. Proposed Height: " 14 ft. Proposed Size: 176 7' 33 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% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: 1 Street trees provided: J rkw~LJY" O Dk-f.~ FF- _ I'l IG'7. q or 'UBLIC WORKS LDING PERMIT APPLICATION Phone # 36S -591 Location of Construction: 571S c~• 3-1 44= Purpose of Construction: SF:R- Building Permit Value: Single Family Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ /DO.OC~ (For document processing) l) Single Family Residence Review Fee: $50.00 $ 50,0 (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): $ 150• .0a PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONS UCTIO O ROVEMENTS WITHIN PUBLIC//RIGHT-OF-WAY. Signature of Applicant ate lSl d l S K:,FORMS& LETTERSDEVELOPMENT FORMS. Strut (b8-04)Am Rev 6104 of W H~TR DEPARTMENT OF PUBLIC WORKS SINGLE-FAMILYIDUPLEX BUILDING PERMIT APPLICATION REVIEW °otoaAO° Date: lek06s Location: .5715 W 37/""' i4 t-d2wui= ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a S/CR to be located at the above referenced address. Please note the summary comments below. 1. / Drainage: a. Proposed Grading/Drainage Letter & Plan required: r/'~es - No b. Lot drainage/grading to be reviewed by Building Division: y c. Site drainage/grading plan has been reviewed and is: ✓OK - Not OK; refer to stipulations. 2. ✓ Public Improvements to be completed: a. street paving/patching: b. curb & gutter. c. sidewalk: _ Yes No _ Yes ~c No Yes -A,--No if not, the amount of escrow taken: $ AJlo+ Items escrow is taken for: AJ.& Has Escrow Agreement been executed: AiI1r Yes _ No 3. )I) k State Highway Access Permit needed: - Yes - No 4. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: &"Tes 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. le bS Signature David F. Brossman, P.L.S. Date 6. 4* 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. A1~4 Stipulations attached: _ Yes ✓ No g. ✓ A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (C.O.) _ No 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 29TH AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 City of Wbeat Midge . Depmcnem of Pubk Wotia LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED CAA/~ ADDRESS 5?15 603 74 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 City of Wheat Ridge pE "HEgT~ Community Development Department m Memorandum ~O(pRpOp 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 maybe 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. 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 COMMUNITY DEVELOPMENT DEPARTMENT pf v1.~~T 4 BUILDING INSPECTION LINE .303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Property Owner. J jP?vk,er * r PropcrrY Address: s 7 J5 W -317 Contractor License No.: Company: OwNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT { Building Dept Valuation Figure. S I hereby cer* that the setback distances proposed by this permit application are ~t accurate, and do not violate applicable ordinances, rules or reguations of the City of Value:$ SJ4010 Wheat Ridge or covenants. easements or restrictions of record: tW am measurements shown, and atbgations made are accurate; that I have read are agree to abide by an 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. plans subject to field ham,, • ` inspection. (OWNERxCONTRACTOR): SIGNED DATE /C Use TaX:$ Total:$ (OWNER)(CONTRACTOR):PRIrED ::YA M r 1 rV ~ DATE Use of Space (description): a Z.Zr Description of work: Q-0q 4` h .3OX 48 W, &N Al don / LX~- SrAk`'!¢ f'XSfA~.tt'll Yl/10 (~'arccrft~ A6+v~ G n 20r /g /xr~1' Sq. Ft. added y el'I :OMMENTS~t,~ Approval:Q.\ V L, Zoning: fl•'ti ( J COMMENTS: Approval: 16aJ*4'S!A. MENT USE ONLY WORKSCOMMENTS- bRAIA/~ cZ72T /-OR. lid/- k Approval:' -Serr' f- .$Ah9zff3 Oki 424.6 4A~~,4s Building Permit Number: Date: Phone: 970 -,s3Z - 89 -7S Phone: 8W-846-,267C, DEPARTMENT COMMENTS: Apprpval: Walls: Roof: Stories: Residential Units: G.O. Electrical License No: /I a Plumbing License No: / Mechanical Licen~jNo: Company..A /ulaeuCU~+c Company. y,.ct~.•l- ComP~Y 1`a 303 - 229 - C3S49 3ar .-33Z Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: 0) This perm was issued in accordance with the provisions set forth in your application and is subject to the laws of the Sate of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge. Colorado or any other apptiable ordmances of the City. (2) This perm aW expire if (A) the work autroraed is not commenced within slay (90) days from issue date or (B) the building autwr'vs0 is suspended or abandoned for a period of 180 days. (3) II flris perm ekes, a new permit may be acquked for a fee of one-half the amount normally required. provided no ranges have been oral be made in On original Plans and specifications and any suspension or abandonment has not exceeded one (Dyes. tdherges ban been ort suspension or abandonment exceeds am0)year. U fees shat be paid for a new permit. (4) No work of any manner shat be done OW will charge the natural tow of water causing a drainage problem. (5) Corillaclor OW notfy to Building LtapeWr twerk slur (24) hours in advarwe for all 'Inspections and shat receive written approval an it apedton card bolas troceedag with successive pha es of the job. The issuance of a per" or to approval of drawings and specifications shat not be construed to be a perm for. nor an approval of. any vlohtat of tte provisions of the building codes or any other ordinance. law, role or regulabon. At plan review Is subject to fold kspsenas. Chief Building Official D Jul" 0 g 2005 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-2345933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) °t« APPLICATION Property Owner: TPgvt,es' * t Property Address:e7K W -37 Contractor License No.: Company: Phone: '9 70-s. z-ae'Vs- Phonc g00_~/8_~G3G OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildina.Dept. Valuation Figure: I hereby certify that the setback distances proposed by this permit application are ~~et accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$ 61A Wheat Ridge or covenants, easements or restrictions of record; thatall 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. Plans subject to field inspection. u3tiax.,S (OWNERNCONTRACTOR):SIGNED -a DATE 6 d' Total:$ (OWNER)(cONTRACTOR):PRINTED : to Cr- wDATE Use of Space (description): ~J e ,f 2 er Description of work: Side ~>~fA~tu) mos"Aut.,,~Xc`Ei GJI~ 4116-- (;'n /Z1 - (oa.yLcr~S- z0r /gxccyyL Sq. Ft. added /e/ ~l BUILDING DEPARTMENT USE ONLY C f SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: ~~LYIa1^, Me7lIN4 ILDING COMMENTS: App - Y~~f I.SGir{{~IL✓f'' L[S/ WWI f /!~'f C~Tri~ Dn! Df~~d /~1` e ✓ ucWORKS CObWNTS: e - Approval: IRE DEPARTMENT COMMENTS: Approval: ccupancy: - a Walls: Roof: h , Stories: Residential Units: I Electrical License No: /I Plumbing License No: Mechanical Likens No: a/ 1 Company. 4 ljcA2X,f1.>-s++Q Company.. a as., i.+~^ Company. i =0)es.. 303-22`'T--C35 jar F71,7 Expiration Date: Expiration Date: Expiration Date: ADoroval: 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 ZmN Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the city. (2) This permit shad expire t (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 this permit expires. a new permit may be acquired for a fee of one-hat 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) yaw. N charges have been or t suspension or abandonment exceeds one(1)year. full fees shag be paid for a new permit (4) No work of any manner shay be done that will charge to natural flow of water causing a drainage problem. (5) Contractor shall ratty the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on Inspection card before txoceeNn9 with successive phases of the )ob. (6) The issuance of a p"Mt or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the isions of the budding codes or any other ordinance. law, rule a regulation. All plan review bs b hief B Ming Official Building Permit Number: Date: /;!-O I LJ AaQJL/f,•4-2'-- ydri 7~ HEAT RdDGE - SATE""R [STRICT }OOH saa°~ (3 )4242844 • PAX CA* 6827 W. 38th AvenrZ P.O. lbz 637. • Nfieat e,. OaM7 Account # t. ante La77~~ A2& Add. y1152' Total Paid. D U Check # Discount e Receipt for Tap Application NV 4509 3 Meter Sim Wheat Ridge, Colorado / 2OOs A This is to certify that( W/ Y l _ of Ad/ A ~ j sA J)/1 . has paid to Wheat Ridge Water District Street Address the sum of 1402ma-1-4 1.107" &vdAtAdAaq- -11,06 - Dollars; ~~U p to pay for a - tap, iLauthorized by the Board of irecents, for premises at Said tap to be good only for premises herein referred to, and said tap to be made by District as soon as convenient to it. This top will be subject to all rules and regulations of the District now in effect or hereafter effected, if granted. The right herein granted, subject to the terms hereof, shag be and become a part of the premises for which same is granted, and shall pass with tide thereto, and shall not be otherwise transferable. If this to is issued the equipment cost is to be added, and this does not constitute a receipt for any such additional charges. If tap is not authorized by Board of Directors this payment will be refunded. Manager ~ u 1~) UJ i5 4-1 N Z\ O N d LU O 3 w w > N O 1' COM L J m Z L l ` c D N V Q~~ O 1 k `AGE N ~ ~ Q ~ N \ ~ U M ~ 2 K a♦ U 0 M V 41/0 H a Y LLI O O n\`V'' Z j"'\\\ N C I'L > LU J 0 L ® F 140E V , \ N CC; > 0 V L \j ~o t,?OGE d M~lJ ` O N aMi O V L9 ~ 'a 1` Q ynr V d' r- N 0 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: f7~s 37~h ~d~ ' A,4i/ is ~aosF ®f7/~L~~iPGYJ✓/ ,U-~„~ Td Li rr When corrections have been made, call for re-inspection at ~n~ 9'tA 9044 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 577 f y ~7- When corrections have been made, call for re-inspection at 303-234-5933. "EAr COMMUNITY DEVELOPMENT DEPT 0 ,46 Inspection Services Division (303) 235-28w;Otice correction 1Y rd~ - Job Address: J fe ~0 i call for re-inspection at corrections have been made, When 303303-2 Inspector Date: ~ ~y~,~. t7 (n ~J ~ D ~ ~ Z tr~ ~ -C ` ~ ti (Tl ~ ~ ~ _ D ~ ~ ~ ~ tz1 D C~ ~ z ,0$'8 ,oo~~ot ~ , ~ _ ~ ~'~iyao nnu~u~oooos 1N~WSb~ 3~dNlb'ao ONb ~llllltl,5 ~ M ~'C" ~y~~y~a M,~so,aooos 1N~WSb~ ~Jb'Nlb~a ON'd All~lifl,5 ~ ~ ~ ~ ~ ,96'II ,18~ 4 - ~ _ ~ ~ _ _ ~ _ ~ ~ ' H~?10d 31 i! NO ~ ~ ~ O tA ~ ~ - ,00'OE ~ ~ J ' ~ . m ~ ; ,oo~ Cn c~ c . . . t~ ~ ~ ss~~ad ~ m ; C r- , r~ , i 3~'ddS ~Md~l~ ~ r„{ V J ~ ~ f° m . p N z ; a~ ~ ~ p ~ ~ ~r~►~add ~ ~ Z ~ m ~ f~'ca~0 rn ~ ~ ! Z~ o p W ~ ~ a~i ~ N W • ~ ~ m- ~ v,~ I't'1 . ~ ~ ~ ~ : Z ~ m ~ D ~nt~ H~.c~ .~s~nn ~ss5 ~ z r ~ ~ m ~ f~ ~ - D a (Tt ~ ~ l~~ Z cn ~ ~ o cn A A~ Q m N ~ ; `0 m-~ N ~ ~ ~n ~ ; m. ~ m z ; a~,~ m~ ~ ~ 2i 4 1 m z 1 ~ H~aOd 313~i~N0~ c~ ~ ~ i~ ' U1 N N ~ N ~ ~ ~ ~0$'86 AtlM M,~£6~OOo0S ~n~ao a C~ ~~un~ an~r ean~ _ OO lOC~----~----~ ~ ~ _ ~'---,00'Oc~--~-----~ ?33llfIJ ~Nd 8?~fl~ ,00'0~ ~ 1 ,OS'86 M~,£4,OOo0S I~tlM3AfaQ r A~/M3AI~Ci ~ ~ m ~ ~ ~ ~ N ~ ~~~ad ~~.~~~Na~ ,o0~oe u~ • Vi tJi N C ~ ,t8 1 ~ ~ ~ v, ' ~ m° r r ~.a ~ ~~'W...r~ C --,I o~o r D 7~ 0 A Z~ Z rn ~ c~ t,7 ~Ni?I~lt/ ~ D ~ C7 C7 ~ ~ r~ Z w p ~ cn ~o ~~/1b' HI~E 1S~M ~ ~15 " m ~ (n o b ~ z 4 ~ L 10~ ~ ~ 1 ~ ~ o ~ ' ~ z z m~ m ~ ~ ~ D ~ ~ 11i Uf t~ I ~ SS3a~d ~ ~ i ~~~ds ~Ma~~ m m ~ Z z ~ ~ ~ ~ m H~ ~13a~N03 ~96'~ Z H; - - ~ „ _ 3~d~C] ~ ~os ss M„EO,oooos 1N~WSb~ 3~bNlb'~o aN~ 1~1.1'111f1,5 ~'ya q 1N~W ~ w \ ,OS'8 W 0 i JNIMV~JQ Mar 16 05 05:00p WHEAT RIDGE WATER DISTRICT 2005 TAP FEE INQUIRY NAME /CA,e S rL,e r X d ed DATE 3116 /e`S PHONE NUMBER ADDRESS 5715 .41 L/ 37 ' 4 f- yj:. L-c' - of SINGLE FAMILY X DUPLEX - MULTI FAMILY p.4 COMMERCIAL FIRE-LIME LOT SIZE C I4G -r TAP SIZE 514 BASEFEE 2. 3,ot- 4e. SQ. FT. X . s 2 4 &S cl DROUGHT SURCHARGE 'St/A. TOTAL .95.2-60 ,?7tP4-j;,, jE.+cs.r -Joo, o 7 7'f4c fast -f 4,4SI. 4. DENVER WATER SAME AS ABOVE -4. f 4E2, o DROUGHT SURCHARGE .+9a LABOR FEE ra TOTAL jj 642. f NOTE: FEES SUBJECT TO CHANGE WITHOUT NOTICE 04/07/2005 14:32 3038317585 CANYON TITLE CO PAGE 03/04 WARRANTY DEED THIS DEED, dated February 14, 2005, between 13SG Development III, LLC of the County of Adams and State of Colorado, grantor, and James H. Pryor, whose legal address is 7262 Sourdough Dr., Morrison, CO 80465, of the County of Jefferson, and State of Colorado, grantee: WITNESS, that the grantor, for and in consideration of the sum of NINETY TWO THOUSAND FIVE HUNDRED DOLLARS ($92,500.00), the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the grantee, his successors and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of Jefferson and State of Colorado, described as follows: Lot 7, Riley's Roost Subdivision, County of Jefferson, State of Colorado. also known by street and number as: 5715 West 37th Ave., Wheat Ridge, CO, 80033 assessor's schedule or parcel number: 3139-441526 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee his successors and assigns forever. The grantor, for its self, its heirs and personal representatives, do covenant, grant, bargain, and agree to and with the grantee, his successors and assigns, that at the time of the ensealing and delivery of these presents, its is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to J grant, bargain, sell and convey the same in manner and form as afotessid, and that the same are ~J free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, 1 encumbrances and restrictions of whatever kind or nature whatsoever, except taxes for the year 2005, including all taxes now and heretofore assessed, not yet due 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 assigns, against all and every person or persons lawfully claiming the whole or any part thereof above. IN WITNESS WHEREOF, the grantor, has executed this deed on the date set forth Edward J. Kauf n Manager of BSG STATE OF COLORADO ) )ss. i-..♦.n,mas i♦n tnnnnnnw 33~~ Wheat Ridge Sanitation District Permit No: Post Office Box 288 7100 W. 44th Ave., Suite 104 Phone: 303-424-7252 Wheat Ridge, Colorado - 80034-0288 FAX: 303-424-2280 APPLICATION FOR SEWER CONNECTION PERMIT The undersigned hereby applies for sewer services connection permit as described herein for the within described premises and states that he is the owner, authorized agent, or officer of the owner empowered to bind the owner and all successors and assigns of the owner to comply with the provisions of the Rules and Regulations of the Wheat Ridge Sanitation District as those are in effect as of the date of this application and as they may be amended from time to time by action of the Board of Directors of the District. THE APPLICANT IS ON NOTICE THAT: 1) Approval of this application does not authorize connection to or extension of the District's sewer. Such authorized connection will be given after full compliance with all of the Rules and Regulations of the District after examination of all plans, specifications, grade profiles, building permits and other documentation required by the District Engineer. 2) Approval of this application is also contingent upon payment of all applicable fees simultaneously with the issuance of this permit, including all fees of the District and of the Metro Wastewater Reclamation District. Termination of this permit, if necessary, will be carried out in accordance with to the District Rules and Regulations. 3) Due to conditions that could overload the District collection system, the District reserves the right to refuse service when such service extension would endanger the collection system, or the health and welfare of the citizens of the District. Alternatively, as a condition of connection, the applicants may be required to pay the cost of providing additional capacity to serve their projects. The Rules and Regulations of the District are available at the offices of the District. In the event connection to the District's sanitary sewer is not activated within one year of purchase date, this permit shall become void and all rights shall revert ``to,, the District. c T ~bf4 /S j ' =L k. « 1"1 . P.v lr3 "7717 J'n.,b r-e)f )G qq I~ DR. 1Mi✓LOISex.l. Cv • 697 •~?92J Owner/Applicant 'Address Service Address kv/ Phone Legal Description Lot Block Subdivision Building Use: Connection Type and Number: _✓Single Unit Dwelling New Construction _ Multiple Unit Dwelling (Unit Extended Construction Commercial Other Y Copies of this application shall be submitted to both the offices of the District and the District Engineer for approval. All questions regarding this application should be directed to the District Engineer at In-1-431- -all for inspection at 303-91 2-3776 6100 x340 WHEREFORE, the undersigned Owner or Applicant acknowledges that he has examined this application, understands the same and agrees to comply with the provisions thereof and the provisions of the Rules and Regulations of the Wheat Ridge Sanitation District and in particular, Section 2 "Sewer line construction" received at time of application. IMPORTANT NOTICE The undersigned Owner or Applicant acknowledges that the granting of this permit does not guarantee that the District can in perpetuity transport or treat the sewage waste of the service address. Services may be discontinued as a result of regulatory actions, including but not limited to, the actions of the Metro Wastewater Reclamation District, the Environmental Protection Agency or the Colorado Department of Health. The District specifically disclaims any liability for any disconnection which may occur due to regulatory action or due to conditions beyond the control of the Wheat Ridge Sanitation District. The District also disclaims liability for any consequential damages which may occur as a result of any disconnection for any reason including disconnection for violation of District Rules and Regulations. At the option of the District, this permit Application may be recorded at the Office of County Clerk and Recorder and the public is thereby given notice that the subject property is subject to the Rules and Regulations of the Wheat Ridge Sanitation District and the limitations of this Application. CONDITIONS OF APPROVAL: AGREED AND APPRO C E D: Owner/Applicant ate f~kl y1s16 6- District Agent Date District Engineer Date Inspected by: Name Title Date of Inspection Date of Connection METRO WASTEWATER RECLAMATION DISTRICT FORM WHEATRIDGE, SANITATION ION DISTRICT INFORMATION AND CERTIFICATION OF , P.O. Box 288 CONNECTION TO SEWER SYSTEM SERVED BY Wheat Ridge, CO 80034-0288 Local Application/Permit Connecting Municipality/Special Connector y~9 0.3 Sewer No. y90~ Date Associate or Contracting Municipality Water No. Date Service Area Code - CUSTOMER DATA: Owner Name ~AV--ES Mailing Address -72-6y?-, 2%ua City/State/Zip YNA-P-t 8U S Telephone3o~-Lq[ X?8 SERVICE LOCATION: Service Address Legal Description SERVICE DESCRIPTION: .Jew Connection or -Altered Connection (Explain in Remarks) Sewer Water Lateral Size in. Service Size 3in. Meter Size in. Trunk Size in. Tap Size in. Main Size in. Tap Location Tap Location Water Supplier .7-AlOBE /f/oT~a nisrn/cY SFRE ASSIGNMENT: Single Family Residential (Refer to Section 7.4 in the Rules & Regulations) Type of Residence I/ S.F. Detached Dwelling _ Mobile`Home _ Mufti=Family Structure _ Other (Explain in Remarks) No. of Living Units / Assigned SFRE- Other Than Residential (Refer to Section 7.5 in the Rules & Regulations) Building Classification: -Commercial -Individual -Public -Other Use of Building SIC Code Assigned SFRE Check if applicable, and attach required documentation/certification: [ ] Exemption Requested [ ] Reduction Requested PAYMENT MADE BY CUSTOMER: DATE OF CONNECTION: J_/_ AMOUNT $ i 7,w DATE / 06- Connection Charge Amount SignatureC Certified By Date 5e<- /g- Date NOTE: If the Date of Physical Connection or Certification thereof is after January 1, a greater payment amount may be due the Metro District. 3/93 FORMI.doc JEG/j[ Wheat Ridge Sanitation District 7100 W. 44th Ave. #104 F.0. 13ox 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: % 7 YD. Gb 16-00-00 00.60 -;07 3 35/o • 00 Date: v/i~/os Check No.: goo i Recd By: ,4, -7wo N 87.30*480 m ~ 4au. o J V N Iz~N 0 z 9.15' r -moo 10' UTILITY AND DRAINAGE E EASEMENT 1 SEE NOTE 3 LOT 6 -5' 6,948 SQ.FT. 60.85' 5765 39.46'35"W 70.00 r) L2 30.84' U. 50.84 0 w w S89°46'35'El o~ zN I NN 0 N m q z c LOT 5 0l w 0 5 , 125 oNw o - SQ.FT, o mma ~ I Na-i a 5084' w WD $89.46'350E MW- z ih ova o I °oW 0 0 o> z o oo o~Q o c LOT 4 c zinc 5,084 ? SOFT. o 0 N I aw Sbl5 E-w $89.46'35"E 30.00' 50.84' 0 50.5 $89.46'35'E I LOT 7 5,126 0 SOFT . i o S8899.46'350E I, 0 0 °o LOT 8 5,085 I SQ.FT. 00 °o I 5725 $89.46'35'E 1=50.85- - ~ ww, 16'OL + / N + rn + I C; I , I , I I C, CV N I IN / ~ w 1 I I r n / N o I ,SL-09 N \ TZ- o~ \ yoo CNZin I T- _ ~-1 + LJ \ L-J H / \ z os L J\ \ .Qo_oor -17- _ N _ t 1 ao d \ \ \ / W \ o I / N m i / I --o 00t Q .00_004------ I\ / A I U9 & 9~ Z I m ~ I I N N I OO L o 00 0,00 L I I - I ~ - I 00 Lo d / Lo 0 1: tr) I ,08'00 t / 00,00 t rJliow,~c2,e~ I I I o I I II i r ~ o ~a~ I I I I II Y 3 - -QJ z / / 3JV.LN08. ,L-0Z NOTV3 I II/ I11 4 I Rt I @ I ~ I ~ I~ I I II I III ~ j~ v II ~ ICI Z - FW 5685 WEST 37TH AV It ~W ~~'/5 wt51 5/IH AVE. j LOO ~ , ,o£o£ 5 z; . ,00'84 4 0 ,0084 Irn ,00'Ot co N f ~ ,OS'80 L M„ £O,OO.OS 00-00t ° C`n0 on o N ~ V 0 Zw~N° 4 CI- m Lu I I , F J- Coe O L r (8 LDY81) 3nR14 31bnRld CL U Woo W f Z - ~>u z _ d O 08 80 L OO.OS £O } M ,00 00 L / m V f Q o , „ 0 -71 -111 ~00-01 LO 48.00• ~ ,00'44 [-cc ° ? ~ '3AV H1L2 1S3M SILS ° z z ']AV H1L2 1S~M 9Z/-g L O F I ow z IM 1200 F F ow CIO oW 8 iM 00 W IW~W M O ~vQ ~~IC; ryQW 17 POP (p As M pamuua~aU N j N M uoneAUa~ Rg . au uua a 0) _ 00 a, _n tl ~S Y•'e7 bySb 48.00• ° 12.00• o_ o _ .00'2l 1 P l ~ d ~ iJ sra~W .1 S V^vU bxb 0044 M__I 1\ Y S2.02 1 - ,OS-00 L39vNmci Alnllns M„20,00.uS .00"00L 39vNIVVCI a n,5 o w m o 0 Z I w J 7 d 1 I 1 I rM i~ r J Lu S9 L I Ln `n O J I I J O Q N N V O 2 a W I.- z Y 6w? ~"ate mm oO;5 UUzz mo ~fVH aYa^ M'. mLL H Z F onto FZWO K02 QFf A 'aV»o~ QW u UO ~~„~5 W O vzW~ Z OX-0 O Z C3 W m ffl 0 a= Z = OOZ~ ~Z~; O H O R? Q u 0 mN ~Yd=~ II 00 vN V/ ~ NN High Plains Engineering y ~r't 735 Denver Avenue • Fort Lupton 0080621 Phone 303-857-9280 • Fax303-867-9238 SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS Prepared For: BSG,LLC Attn: Ed Kauffman 13490 Lafayette Court Thornton, CO 80421 Job Site Located At: Lot 7 Riley's Roost Subdivision Wheatridge Jefferson County, CO February 8, 2005 JOB #05-4403 Todd M. Schroeder P I AGREEMENT OF PURPOSE AND DISCLAIMER: I 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 7, 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 2.0% 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. 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 #I & #2 indicated Sandy Clay (SC) to a depth of 1 foot, underlain by Clay with Low Plasticity (CL) to a depth of 3 feet. Sandy Clay (SC) exists from 3 feet to a depth of 9 feet, and finally, Clay with Medium Plasticity (CL) exists from 9 feet to a depth of 25 feet. The Standard Penetration Test similar to ASTM D1586 showed 13 blows for 12-inch penetration at a depth of 4 feet, and 17 blows for a 12-inch penetration at a depth of HPE 2 7ob# 05-4403 1 of 7 9 feet. Please note that actual subsurface soil conditions may vary between samples and locations tested. 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 0.2% at a depth of 7 feet, and an expansion potential of 0.5% 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 1 SLAB PERFORMANCE REPRESENTATIVE RISK CATEGORY PERCENT SWELL (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 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 HPE 2 Job# 05-4403 2 of 7 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. FOUNDATION RECOMMENDATIONS: The Sandy Clay (SC) material has a bearing strength of 1250 pounds per square foot (psf) and an equivalent liquid pressure of 35 psf. 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 l 1/2-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. HPE 2 Job# 054403 3 of 7 To help prevent secondary damage that could be caused by slab movement, the following construction techniques are additional recommendations for the foundation construction. SLAB ON GRADE CONSTRUCTION: 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 '/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 '/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 1/2 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. HPE 2 Job# 05-4403 4 of 7 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 ductwork. In the event a hot water heating system is used, the piping should not be placed beneath the concrete slab. BACKFILL 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. HPE 2 Job# 05-4403 5 of 7 Moisture Control: The material in each layer shall be compacted by rolling and shall contain the optimum moisture required for maximum compaction, as nearly 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: I 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 {www.epa.gov/iaq/radon) are both good sources for additional radon information. HPE 2 Job# 05-4403 6 of 7 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 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. APE 2 Job# 05-4403 7 of 7 0 13lowcount5 13/12 13lowcount5 17112 - SANDY CLAY (5C) 2 CLAY MTH LOW PLA5TICfTY (CL) 3 4 5 6 7 8 9 10 I 12 13 14 15 16 17 15 19 20 21 22 23 24 25 SANDY CLAY (5C) CLAY WITH MEDIUM PLA5TICrFY (CO SOIL PROFILE 12% 10% 8% G% 4% 2% 0% -2% -4% -G% -8% -10% 100 HIGtl PLAINS ENGINLLRNG r H2O ADDED GRAPH OF SEVEN FOOT DEPTH I vV X X SOIL TYPE OL l DEPN1 LL P.L P.1. E%PANSION CONSOUDATtON 1 7 NoN 05NC 0.2 5ANDYCLAY(5C) 12% 10% 8% G% 4% 2% 0% -2% -4% -G% -8% -10% GRAPH OF TWELVE FOOT DEPTH X X 5o1LTYPE OLEF UMIN LL P.L P.1. EXPPNSION CON50UDATON 1 12 3G.5 19.8 19.7 0.5 CLAY MT MEDIUM ftAMCITY(CL) JOB NO: 054403 JOB LOCATION: DATE: 02X 9/05 LOT,7. RILEYS ROOST SUBDMSION DRAWN: JASON WNEATFJD E CHECKED: JEFFERSON COUNTY. CO FOUNDATION GRADING DETAIL 5' MiN. DECORATIVE GRAVEL OR STONE AREA z 00 II LMETAL OR WOOD EDGE TION WALL I1lfll W1 1/2' SPACE 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 EXTENSIONS SHOULD EXTEND BEYOND THE GRAVEL OR STONE AREA CRA W LSPACE FOUNDATION WALL ZBACKFILL AREA7 CONCRETE FOOTER GEOTEXTILE FILTER FABRIC GRADE OR EQUIVALENT • s WELL SLOPED-12" PER I OFT. MIN. 10 MIL PLASTIC LINER GLUED TO WALL WITH FIBERED ROOFING ADHESIVE OR EQU1V AND EXTEND ALONG BOTTOM OF EXCAVATION TO A MINIMUM OF b INCHES ABOVE BOTTOM OF PIPE ALONG EXTERIOR OF EXCAVATION ~I ' L-12" MINIMUM DEPTH OF 3/4 TO 1-1/2" CLEAN RIVER ROCK L4" 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. WEST 37TH AVENUE LEGEND • Percolation Holes X Percolation Profile Bole A Soil Profile Hole '100-i 83d „8/l AO 3d0lS Wf1WINIW d 1`d ~i HS ~ '3~d~~f1S 3Hl '30dj2lf1S 3Hl Ol 1311(10 .llln`d239 33W 'd 300,08d 210 W2tbI'd 831VM HJIH ti aNt1 'n .l dWfld l~il d dWfld 1311 tf H11M lld dWf1S a31b2l0Ja3d-NQN d Ol N(123 38 (3jfiOHS NIb2lQ 3Hl ~ 3 IM`d~0 3CII51f10 W31SA8 NlM 1V213HdRl3d 3OW:10 5'IIY.l3a TI`dl30 ONI100A 1N3aN3d3aN1nbM ONIt 3~d~S AZ d.ll ) .43~t3d3~id ~ sNOisin3a ~~a~u5v~a ~1N0~ 31da a • ~ AZ 3did Oll.'Y'td ~ 4~~ ~ D .OZ M m ~ _ - - H Xd~ 09Z6 L58 (~0~) 3N0 d (~dJ.l) ~b83~ ~ ~ ~ w°~rnHiNiw ~ N S£L ~ • • ~ ~ dfll 1a0~ '3f1N31~d 2~3AN3o , ~ . 3ldId W01108 i ('d,ll) ~d83~ ~ alld3~Al 9XZ ~NI~N~ SNld~d N~IN ~d~il~3n ~ o d83~ b# N ~ ~ ~ z ~ rrouxn~ NOLLYAV33.40 v ~0~3~x3 ~O~v adw ~ 0 ; ° ~o~ `~iNno~ Nos~3~~3r ` ~ ~o~.ua~mr+ d~o ~ ` l NO 1N10f NOISNbdX3 „Z/l ~ i i I /1Cf aMGV ~0~ ~ ~ S ki -7 )ISIA1~8f1S 1500~ S,~3~I~ L 10 1~~11~3~ ~ 0,~ _ v~tiw~N~wv01 v~ 3~~NIS d~0~ Nd~d NOIld~N(10~ ~d83~ t# Z ~ l~~OlS ' •nu~ ~o ~u~t~av ~iaoo~ cr~ - rnMa~a~~n~n 31'd1d • - °"r`c ~00~~ 313~~N0~ „~b Ng ~11S a31b3~1 ('dl~l) 300~ ~tV•-1 'd,ll '~'0 91X8 , ~ . ~ ~ lb'~0~ ~3d 1N3A ~ 4 ` ' `~3030~H~S ~W aQ01 ~ S1108 ~OH~Nd „Ol ~~~~~~d8 ~ ~~:;~3 d ~~d,ll) ~d83~ b# 8S ( i ~ . : : ~d,~i) ~~~a ~ ( ~ X Z ~ 1N31b~1f1~3 - S1~08 ~OH~N~ „0 / 31d1d ~~IS 031d3~1 ~0 ~~'0 0 ;g' ~0~) - Xd~ 08Z6-L58 (~0~) - 3NOHd ~OH~Nd I~ISaf1W ~ ~8 0~ `NOld(l~ 1~0.~ `3f1N3~d ~3AN3~ 5~L ZSdW NOSdWiS ~ v ~ a ~ e-A ppa 9NIQ11(18 9NIN213~09 3H1 H11M 3~NV~2103~'d NI 38 l1VH$ NOI1~f12I1SN0~ 1T1 '4l ~ 5y '1N3~vnlfu~3 2I0 r~Sdv+~S ~.8 XvnZ a0 3$ 1lVHS ~OOM 431V3ai /M 1~Y1N0~ Nt'tl10 NI ,Z/t NVH1 SS31 321VM421dH llY '6t ~1a0d32i SliOS Od3t1 'l210d3a S1IOS NI ~0'N'fi 5 MOOI~ ~NV SN011Ilatld 2101a31N1 lltl N33M138 3~VdS OI~A Wf1WINIYk 34NOad '9t ~R . ~ K '1~3f021d SIHl j0 NO~1~fia1SN0~ LJ _ 31tlMOd?JO~NI 38 alf~NS 1210d321 SlIOS 3H1 NI 43NIV1N0~ SNOLLtlaN3WWD~321 llV 'Lt tlW 9NC1ll~~~v8 A8 3did 031Vb0~213d aNV ~02! 2l3~R! 3H1 ~0 9NI9~Ol~ 3ZIWINIW Ol i a3llij 3111X31039 HIiM 43b3A0~ 38 OlfiOHS l3Atla~ 3H1 i0 d01 3H1 'H~N32ll 3H1 i ' {L N0~ 3dld 3N1 213A0 S3H~NI 9~0 V~~rvINIW V ~3~tlld 38 ol(lOHS N~Oa 213AR! 3H1 ~ ~ I I a3d H~NI 4/t) 'b31tlM .i0 lYA0Y~3a 1N31~ijj3 31Y1111~V.i Oi 100.~ 213d H~NI B/t j0 !tl '3~V.ia(1S 3N1 Ol 1311f10 ,t1V+V~`J 332Li tl 30NOad b0 Watl~tl a3iVM H;11H v ONV d dV1(1S 431Va0.ia3d-NON V Ol Nf121 38 o1f10F~S NIVad 3Hi ~JNIL00~ 3H1 .~0 Y~O110$ ~ .s~ - - YJNi 4 j0 W~wINIW V 43~V1d 9NI38 NIV210 3H1 j0 QN3 H91H 3H1 1V 12l3ANI 3H1 H11M 10 13A31 M3MOl 3H1 4N11021'd ~N31X3 ol(1DI~ NIV21~ 3H1 ~N~02! a3r~la H~NI L~l-l Ol d31~ ~0 53HJN1 Zl A& 53H3NI 2l j0 W(1WINIW V NI ~3Stl~N3 (032R13~321d 51 3dld ~Ad d Oqlaa) 3dld NItl21~ 031V210~a3d 2l313Wd1~ H~NI 4 V NIV1N0.~ 11W~ H~IHM l13NI'nJ3~ 3a a~r~~s w~s~,s ~dwvao 3~ ~s~id~3o Nivao NouvoNnoj ~s3~u ~sn `a3a o Jitlad V N3HM '1bOd3k SlIOS a0 a31131 3lOH N3d0 M3d 03211t1D32} 3@ 11~1 NItlaO '9t '3W~ 9NIQ1Ifi8 ~2i1 OOOZ a3d Stl SV321d 9N4111 318d118VH 3~'V219 MO138 w~ V 210j SlltlM NOIiVaNflOj 1V 4311V1SNi 38 9NIj002ld dMVtlO l~Hl ~N3WIN0~3N 3M ~St '121Dd38 SlIOS N! '0'N'(1 1VR131VY1 1NIa' NOISNtldX3 ,Z/t ~Q 3S~ A8 5321t11~~i1lS lddl~ ?J3H10 210 SNNIf1l0~ 'SWV38 3~Va~ 'Sll'dM W0~ ~31'f~OSI 38 lltlHS SBVIS 'A2NSS393N Stl NOI1d4Nf10j 3~tla8 '3+\I1tlN21311V Ntl Sb' 210 '3~Vld S3NVl l1VM 111VONf10~ ANV 1SNItl9tl 9Nllli.iH~VB 3210i38 3~V~d NI 3B Olf10HS SW3ISAS a001! '£t ]tlil~ 43HSINti MO138 Wf1N11NIW S3H~Ni 0£ 38 Ol Sb31d a0 SQVd 3aV(IOS a0R1311(3 'Zl I._ '031DN 3SIM213N10 S53lNft ~~IHl .9 38 Ol 321V SJNIl00.f 1ltl 'tt 3ao~ ~m oooa 3~u ~a sNOx~noaa y N011~(12llSN0~ 1tlN011N3ftN0~ 3N1 N1Vth 3~NV4210~~tl NI 38 IIVHS 9NIYVV2i~ 2l3H10 lltl iQr 0~ 9NI~11(19 IV~OI 213d 38 IIVHS NMOHS 10N S2130tl3H lltl 2133NbN3 1.~u0N 3SY31d 1153~ SI SIHl 3t 321f11~f12i1S 30vtq 3n08V ANV NO (50701 1tlb31d'I '3'I) 9NI~tlOI OhN ,Ntl 213A0~ lON S3Q0 11 '03153f1032! S~ N~IS30 1~12Jfll~~211S IV~Ila3A o31~Wf1 34f1'b AVW Ntlld SINl 'M3A3MOH 'N91S30 NOI1dON(~j V A1N0 SI Ndld NOILtl4Nf10j SIH1 'Ot i 'SNO11140V ?10 ~ONY SN4lSU321 ~INY 2JOj SNVId ~+n ~ a nr „ . N` . 1.1's! SA! 0+1~°$~ ~.711 i(ll~31~hl~atl a0 /CNV ?~~~tMO H.~N ~l~ .:.~v~J ,d'~C4S ~JN Atl L 1N3MY3Stl8 ONV 'S13)K)Od Wd38 'S1~NI 'S3A3315 `Sd31S NOIIVON(tOj 'S39Q3'1 N~Rl9 '6 .~IE'~'i 2133NqN3 3Hi ~0 NOI1N311V 3H1 Ol 1H~f10a8 38 olf10HS S3~NVH~ 1N3(103S8fiS '9 - - - - - - - - - - - - - - - - - - - - " '3S1M2I3H10 0310N SS3lNf1 'SNtlld ~3HSIN2lft.~ 213NM0 2~ ~Ntl ?JOi~tl2J1N0a 3H1 NO NMONS Sv SNOIi~32i1~ ONtl SlIN130 ~NIWtl21! NOdit 035tl6 SI N91S34 NOllb'aNf10.i 'L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ('0'N'N a31138 a(1 ISN 9£=q~ H1tM 9£V YViSb' 38 1lVHS 1331S lVbfii~(12i1S lltl '9 f ~.bz eo wnrviNirv v ava3a ~id dvi ~ava ('d~ll~ 3Q0~ 1M~01 ~I~d )NI~bO.~N1321 318tl013M 9~L-tl 3~Va~ 38 Dl 1331S 1f10NV3218"Sl9-V wiStl Ol W~JOlNO~ ` ~~r~d~~~ 1lVHS ONV ('0'N'fl} 13315 3oV21~ 09 a0 D4 03Y~a0~30 38 1lVHS SMtiB 9Nt~2~.~N1321 'S '0'N"fl ISd004d =4j j0 SS3b1S ltlMf1X31j tl 3M1tlH 1tlHS NMOHS SWVIVMtld 2!Q SINVI-Oa~IW lltl ('0'N'fl) 3S4Na3H1D 0310N SS3lNf1 2131138 ~0 Z~ MI! W3H 38 ll'4H5 NMOHS a3HYlfll 1VN015N3Y11o llV 1N3Y13~ II 3d11 JNINItl1N0.~ 'SAVO 8d ~ H1~N3211S 3AISS32ldYY0~ ISd OOS£ j0 WfiWINIYV tl 38 Oi 31321~N0~ llV '4 '9L-8690 YYiSV AlISN30 a01~0ad Oatl~NV1S j0 1N3~213d S6 1SV31 iV Ol - J 13L~ddY10~ ~N'0 3MfllSIOW WfiWI1d0 ~0 1N3~2l3d l~ itl o3~Vld 1V12131VW lli~ a(1 lIOS ~ N ■ v ~38atll51~Nf1 '1tl21f11VN NO 030Nf10i 38 IIVHS 30tl2p NO SBdIS ONtl SJNI100! lltl ~ s "~Sd ~SZt = A1btldVJ 9NI?1tl38 lIOS `~Sd 04 m OVOI 3~I'I 2bOl~ '8 '!Sd 0£ • avOl 3Ai~ .~0021 'V ~SQ'dOl N91530 'Z 60-8-Z ~31V0 ~NI `JNR133N19N3 SNitlld H91N A8 3115 3N1 1~~ 3~~ati~~ Ni .I Iv~INH~31039 tl i0 SN011'o0N31NW0.'33a 3H1 Hl )W21010~ `A1Nf10~ NOS213i~13r ~390Rlltl3HM 'NOISN14Ht1S 1SOOa S,~311?! 'L lOl lY 3WOH AIIWtlj 3l9NIS `aa01S 3l~NIS V?JOj 63NJIS34 SI NVId NOIiVoNf10~ SIHl't ~ +I ~SNOIld~1~1~3dS aNd S310N ~d~3N3~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W - - - I Q ~ - - - - - - - - - - - - - - - - - - - - ~ydy~y~ ~Qi~p~d ~Idl3a l~dM ~NI~b38 5~d ~ 33S ('d~ll) ~NI100~ ' 1N3aN3d30Nf „OZ X „8 /M ~ 3f]0~ ltl'JOl ~I~d 3~Hd51MM21~ ~1.V111N3/1 S31d~d d01 8XZ-Z/M l~dM ~Ni~b'38 9XZ ('d~i~ (3JMd'~ WH39 WIO 210 31.'d~J.~N~d I~fIW Gtifil5135Wd~} 'Q32~~Jb+1S '~'0 tid Z£ SCIN.S 1~SW1~! /M WY391~315 Ol ~l.dld d0i N~dl.ld ~ M ~219 ~ 9NI111~1~`d9 ~210~39 5"lld ~ N . i '~NI'JNI2133NIJN3 1 ~NS (b3NM0 ~l8 431b~O1 SNldld NJIN ~0 NOl1N~11d 3Nl Ol 1~19f10219 39 - - N~ ~p~~g Nb~) SS3~~'d 3~ddS~Mb`~~ ~~~.,~~in Nrn~N~wld J~N~d NOI1~fR1J.5 , ~ • ~ . . . . . srr~d awoN wnaow ulw► sNOIsN3w1a rni U,Sgn I ~ I ~ :9lON ~ - - ~ I ~ 'NOIld4N(10~ 3Hi J0 SaN3 3Hi NI (136f1o38 38d S13A00d 3NIw8313a 01 a3&~J3n 38 ~ndNS swd38 a(1H 3H1 J0 HlDN3l 3Hi 3d~1 Wd38 SS080 a0J J,A1a3/1 I~dHS a3NM0/a0l3da1N03 9 + f1~1SN0~ Ol ~Ol~d 3WOH af1H d NO SWd38 3WOH J0 3ZIS 38 ONllo'S13A3Od Wd38 Mlo(lHl ~8f1 SNOO Ol 8018d ~1J1H3l1 I~dHS H3NM0/80lOb~1N0O '3WOH . .108 3Hi HlIM NSmi SI W'd38 3WOH 3N11 30dlH8dW 3Hi 1dHl 03W(1Ssd SdN ON1H33NION3 SNidld HOIH 'S ,lNd aNd NOIl33lO8d 1S081 `S1N!D13H -ndM HSINIJ O38IS30 3Hi 'S1N3W3?A1(1038 30b'Nidaa ,I8dSS303N 3IIS (13NSIN1J 3Hi 83d S'd SNM00 d31S (INd SN01133S -I-ldM 83d0~Jd 3Hi lo(1a1SN0O Ol 8O13d81N0O 'ti 3WdS NOdS3H 38 ~J0 'ON1833NION3 SNIb'ld HDIH Ol S313Ndd380SlG ,lNd l~JOd3a Ol ,I8dSS3:D3N SI 11 '3WOH SIHl ~ qOI1d4Nf10i S,9N1a33NI0N3 SNld-ld HOIH NO (13SOd08d 3SOHi Sf1Sa3A SNOISN3W10 3WOH ~dfllod ~1Ji83/1 3S3H1 a0J SNOISIAOad ),8dSS303N 3AdW (INd SNOIldOO~ Wb38 laOddf1S 03SOd0Hd M31A38 3Sb31d 3dAH Z g~ .bM '83M3S Sd Hof1S °S301Aa3S lofl81S80 lb'W 1dHl NOIldOO~ d NI 38 )ldW Wb38 l8Oddf1S 3W0H 3Hi 'l~f1S38 J,dW 1dHl S3(1SS1 ,11N'dH8'dM ~J3H10 S JIdMaId1S 'SN011'd813N3d a00~J ON108d03ZJ S3f1SSl idaflloflaS ~J0A a3aIA08d Hv~f1QOW 8fi0l lif1SN0D d3~d `NOIld813N3d IdMaId1S V 311bH IIIM 1dHl S3WOH a0J l 'SN34I0 aNd NOIldOO-1 J,dMJId1S ,1J183A 3S = J_ - , ~ i 24'-0" ~ I A10 A10 A TNOMP: 1 2x4 5-fl1D5 Ar E 6" O.C. Cornputer A,de 2XQ STUDS NT f 6" O,C. ~ W/ 518" 7YPE'X' GYP BD O o ' wl 5/8" T)TE ~x'Gm Dp I 04 2 3 i WIIERE ~ARAGE ATTACIIES p ~ Wt1EP.E GAiZAGE ATTACt1E5 ~ ~ ' TO HOUSE TO t10U5f F~ICC Ph. i ~ ENGiNEEF:ED TCZU55E5 @ 24" O.C. ENGINEERED 7RU5S~S @ 24"Q.C. li ~ , ~ ~ ~ ~ I ~ ~ w ~ ~w C I A 10 A I 0 ~ . . . , ~ ~ ` > iV , j~ ~ 1 ~ + ' ' ~ . ; , . , , . . , . , i , ~ . , , i ~ ( ,j , ~ , : b ~ , ; ' t,. i r ~ 1 S ( . ~ '1 3 I. ~ f.' f ~ ! ; „ , F , Y . . ~ . ~ ~ ' ~ ~ ~ " ~ ~ ` i ~ .7 ~ ~ ! ~lti : } t ~ ~ : t , t ~ 3 ~ , • , , . . K . . . ! J ~ } a , ~ . ~ . 'J ' ~ . . - . - _ . _ • • . . . '.r.. ' fo Fl fo ~ t'.... . 9 . ~ . ~ 11 ~ I 11 , _ 5CA4.~~: , ~ -o SCAL~ ~ 1 /~SPi~ALT 5i11NGL~~ OVER 1/2'" PLYV,/a0D A5Pf1ALT 5t11NGl~~ OVER il2" PtYW00D s ~ t 51DIN~ TO I~rIATC11110U5E SIDIN~ TO MATCti tIQUSE i _ _ . 3~^ , Y ~ . . . .v.:, . . ~ti S . ~ _ , j i ) ~ ~ 3, k r r . . F ' . E. I.~ ~ ; ' } ~ F . ' j 1 , , ~ , , ~ ~ , , , - tj' ti % ~ 3 a _ ' { t 'k r , v.i. , ~ ~ ~ ~ ~ ~ ~ h ~ E ' t ~ ti: . ~ I I I i l -v , ~ II I !I ~ _a ~ _ 5C . I -C~ S~AI..~ ~ ~ i U ~ ~ 12 3 i ~ ' SIQING TO MATC11 I10U5f 2 4'-a" ~ t.. . . Sty.t'11..f: , , 1 1_(Ju CALE. 5 4 I . ~ Ai 201-0° ~ TNUMP5 2X4 ATTACEIED TO (E) ROOP Computer Aided PRC?VlQE FLAStifNG UNOER (E) PROVIDE OVER Pf2AM1NG, 5111NGLE5 FOR WATER-TIGHI' I 0423 5 VALLEY FiA5f1iNG, FLQW FROM (E) ROOF TO Falcon PLYWOQQ AND ROOFING TO MATCH BLnG, - PoRCH Roof Ph. 7 I SIZ~ WlLL VARY 6A5Eq ON _ 2 - 4X 12 {1EADERS QN ~ PQRCh S1T. I{J I~LATIQN TO a 3 - 4X4 COLUMN5 d Bllll.DiNG NEICtiT ~ - N Q 2x6 ~a~re~ @ za° a.c. ~ 2X4 RAFT'EK5 @ 24" O.C. C'if f7PF Rf7nF ! p i ' / 'i ~ 2 AI ~ I A1 AI , ~ U I EI , ~ II I . I C~ CALE. . - I ~ A _ . ~ _ _ 5G L~ . t ~ ~ ~ > 4X! 2 RIDGE BEAM ASPNALT SIIINGL~S OVER I/2" PLYWO~q 12 2x6@24"O.C. 3 ~ GUT7ER ~ DOWN5POUT A~ , I _ ~ 4X~ COULMNS @ FRONI' CORN~i~S ~CALE ~ I ~ 4 ~ > ~ + 0 ~ o~ I ~ i, - 20`-0° ~ ALf 1 ii I i 1i 4 Drawn 6y: SR'T Date: 3-9-05 R.CVt51pti5: ^ o ~ N w ~ m ct raw»0 0 0 0 ~ C n D ItF~.~.I, 0Q A OT2121 =Pz XT=0 0c0= (1=OZ Q I.,p zo rmy -M' >TmC)C y P A m Fo-ml M ~n o OImm Omb -l gC m On m z BS~O 00 00 3 -4 0 P m to M PPS: -m ~{S n?D m W ~ D I1 z z El cn n n r O.l DC - 01 m Oc-< O4-n>p~ -n pMN nn2«-I O- MEAw O--M OPOS ~~o7 O D D;0 5 0 ~ Ln (A 00 oz m ~!n O L-, v 2 o y r n o m z r t/r m r M O m r r m O m Z G, r 0 z 0 4 N O O Q(A~ V Z m Moo O 0~ m ~ oom~ N Q 4*ZZ n~ 0 0 - _ - _ - - - 5' UTILITY & DRAINAGE 100.00' to SO'00'03"W w } 5' UTILITY & DRAINAGE 100.80' to EASEMENT EASEMENT - - _ o - o_ F --W 30.35' cn 10.00' ,00-al ,00"84 D0 90 44.00' W - O 4x4'CnwlSp. s o o J 4k4' Crawl Space Am. o W Placemem Determined C C N - Phce tDetermined V, Cm By Contnttor WO -I (n 1 By Com actor p G! 00 F = w m OIL ml C u FS j ml :11, 1 :jw LOT 8 "l~Z my I ooze LOT 7 10 z m z l a 5715 WEST 37TH AVE. zo 5725 WEST 37TH AVE. > n > 44.00' m m l o •00.84 S m~ 10.00• ~I 10.33' S .To _ - - - - - - - - - - _ - - N - - - - - - - - - - - - - 100.00' N r SO'00'03 W + PO/Gc( _ _ 108.80' ~7 PRIVATE DRIVE (TRACT B) --I ------I- -I--~- 18.08• O 100.00' SO'00'03"W 108.80', - ' - - V 03 10.00• Q NI _ 48.00' c •O1 48.00' 11 C 1 p q01 -4 AV NI/C IC-1 M Q/4Q <n Q~ 30.30' »nn• ]AV H1LS 1S~M S89S ~ m=m GEHES HONIES 222T OLOOOOO 000 ~ X0000 B OK 10 9 ° ERUHDOIO, Wo DOO O OOOOOA00 ° UL7 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 22Z CLZ nnC H LZO CP❑0❑ ° OK X10 BEIRUNDUBCO coo 90513 COLORADO EMU A-1 FLOOR PLAN 6. FLOOR STRUCTURE E-1 ELECTRICAL PLAN L-I LITERATURE PLAN EL-I ELEVATIONS 3. BUILDING SECTION 4. FOUNDATION LAYOUT 5. BASEMENT & CRAWLSPACE DETAILS T WALL STRUCTURE 8. ROOF STRUCTURE 9. STAIR STRUCTURE ( IF APPLICABLE) 10. SPAN SGHEDULES ll. FASTENING SGNEDULE 12. MODULE ASSEMBLY P-1 DRAIN, WASTE, 4 VENT W-1 WATER SUPPLY A-5. MISC.. DETAILS 13.CAPE COD DORMER ASSEMBLY ( IF APPLICABLE) 14. INT. WALL ASSEMBLY 15. FIRE-WALL ASSEMBLY IF APPLICABLE) 901-IRC-20609 24" STRETCH 29'-0 IR' 2411-1 STRETCH 46 I 4' 14'-6" 31' 9 3/4' 31'-4~ 44' I6' 36 36 36 I 0V 30 6V 34 r . DW MASTER 311j ~ ~e BEDROO DINING I °B 5 KITCHEN - 39 ® C AAA= 740] REO 'WT 193 ODL NT P AREA. 738.9 YE : RE © READ LIGHT: F71 c REO'D VENT: 9b 31!I ii9 pu m t- 13'-11 s l ,pw l 1 PLANT SHELF 1 II'-03/4' P 1 Xdm "``IIII~VVV t~ 8'-8 V4• i = w2 9 R 3 -11/2' _ R 31 8 A R m 3141 31 1/2 I 5V 2 o _____5 R______ 20'-1 IQ' } 23'-4 In" 39' PJ 100 4/4 25' 25'-63/4' ,%"'ORT Pp5 C 25'x} 25'x} Q 8 28 3l'~ 145314 ®s L VING ROOM - 314 25 EN a B RM #2 3 95 RE 9ALIGHT ~ ® : RED 'D VENT: 4 p m J a . RE¢D LUPT:103 m ; ~"J 1 BDRM #3 RE DALIGHT6203 RE D VENT: 51 W REDD VENT: 10.1 I I N~ ® 1 ry 38 I RATED , 3 60VE 46 0V 0-43/4' °o?R4' 22 IR II'-0 3/4' 112-9 I/4" 7 1'-13/4' 42' 46 20'-0 1/4• 29'-11' 12" STRETCH 12" STRETCH 24' GARAGE READY ( DRYWALL ONLY) I I I I I I I I I I I I I I I I I I 1 II H & Il 19 5 I I I I I I I I I I I ~I I I I I 10 }I 23 }C 25 }b }l ]B 29 30 31 33 3 3 3l 30'-411 ° R E V 1 9 1 0 H 5 DRNIN BT: ETY ay 19DDEL: 9 i C 3 609 %ftM sM~ilw C~G m Hams m 0 R ptRiHQID, W. e m =1 ciAttcN u PO. 00X W aga JOE FE:ADLET . ' 1 TIRE COLORADO BUILT ' IB = 1 -0" -0. OR v4= 1 : FLOOR PLAN DIVISION 22 I DATE 01-04-2005 I I DEVELOPER SERIES 05/1012005 03:00:55 PM 901-IRC-20609 24" STRETCH STD. GPI 11 MASTER BEDROOM, FDININ 1'-9" X 12 16'-0" X 44" I I I I I WPJ~PL" I ~ _1 I 247 STRETCH I ~ WM LOVING ROOM B RM #2 ® 17'-2" X 14'-4" 10'-6~X 11'-5" I ZNI I ~ G ILL I , BD M #3 f I I I j3IW I o'° 11'-9" 10'-11" 201- L_ I_ I I MODEL 901 301-411' W 3 BDRMS, ~ BATHS 1453.4 SIQ, FT 12" STRETCH 121, STRETCH DB 30'-4" SUNNUT CREST rMiC IL R E Y 1 5 1 0 N 5 pRNW Br: ENG. 1IGDEt 901 IRG 30609 m1 cie CN ~ rc. eox m. eE1Rlwom, co. m»u c~aao Br: JOE 4Eo r 3-BEDROOM 2-BATHS L_ COLORADO BOILt NAIE: ve = r-9. OR V4 - I'-0^ T" LITERATURE PLAN ^ 1 DIVISION 22 DATE: 01-04-2095 DEVELOPER 5ERE5 05/10/2005 03:30:22 PM HRMIT ELEVATION REAR ELEVATION WNW CREW HONES R E V 1 9 1 0 N 5 pp~BY, Ew ''I°°°= 901 IRG 30609 A-2 ' 22]1Q.ATTLNLAtff a~o ST: JOE WADLET 3-BEDROOMS 2-5Z;75 PO. DOx 'O, DEIRMWD. CO. lODU' COLORADO BUILT 9LdLE: 1/8 - P-0°OR 114 - f-0° T1^- ELEVATIONS DIVISION 22 DAM 01-04-2205 DEVELOPERSERFS 05/10/2005 03:01:11 PM NN97 CREST HONES R E v 4 1 0 N 5 IRG 3(06(09 ml GAnC11 LA!@ PG. GTC m. eETenkw, ~.Lw0Olt3 ctFC~o BY: JGf NEADLE7 3-5EDRoom 2-BA7H5 COLORADO BUILT N:ALE I/e . P-0° OR V4 : P-0° TIRE: DIv[SICN 22 DAIS 01-04-2005 DEVELOPER SERIES 05/10/2005 03:01:21 PM LEFT ELEVATION RIGM ELEVATION INSTALL CONTINUOUS RIDGE VENT PER MANUFACTURER'S IN5TRUCTION5. FASTEN TOGETHER WITH 4" LONG ~ FASTEN EDGE RAIL TO 3/8" LAGS 16" O.C. (STAGGERED) EACH TRUSS WITH 15 GA T/Ib" X 2- 12" STAPLES, 3 PER TRUSS FASTENIQJEEWALL BOTTOM PLATE TO KINSPOST AFTER RAISED (2) 3" SCREWS OR l3A(od NAILS AT EACH TRUSS SHINGLES AND UNDERLAYMENT COVERING: MATERIALS AND INSTALLATION PER MFG SPECS. AND /OR ARMA GUIDELINES. MEETING STATE REQUIREMENTS CONTINUOUS RIDGE VENT or ROOF VENTS ( MIN I Sa FTJ300 5Q Fi. AREA) 4" X 3/6" LAGS AT 32" O.CI5TAGGERED)- ALTERNATE SIDES AT ANY OPENINGS ALONG MARRIAGE WALL LATERAL BRACING AS REQUIRED , / 1" CLEARANCE FOR VENTILATION VINYL OR HARDBOARD $IC OVER APA RATED 058 ( C EQUAL) SHEATHING OR RATED SIDING RDCE 2X6 STUDS I6" O.C.' VAPOR BARRIER WARM SIDFr R-19 FIBERGLASS INSULATION ^150 OR 112 r r8 150 OR 1"12 w - SINGLE 2X6 BOTTOM PLATE MIN LAG FLOOR TOGETHER W/ 6" 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. 2X6 TREATED SILL , cRAuLSaAcE \ TOENAIL FASTENING OF RIM JOIST TO SILL PLATE WITH o SINGLE 2X4 TOP PLATE MIN o SINGLE 2X4 BOTTOM PLATE MIN 16d a I6° O.C. AS PER STATE CODES TRUSSES TOE-NAILED WITH 3 - 8 D NAILS OR - 3.8 SCREWS SINGLE 2X6 PLATE MIN. R-19 FIBERGLASS INSULATION 2X6 STUDS I6" O.G. DOUBLE 2X10 PERIMETER JOISTS or EQUAL m 6" MIN OF WALL ABOVE GROUND INSULATE FLOOR CAVITY ( INCLUDING PERIMETER JOIST ) OR FOUNDATION WALL AS REQUIRED BY CRAWL SPACE POST SPACINGS AS PER LOCAL ENERGY REQUIREMENTS. l ENERGY CALCS PER VENTALATION PER LOCAL 501E CONDITIONS APPROVED MODELS BASED ON MIN R-II LOCAL SOIL CONDITICNS DOUBLE MARRIAGE WALL ANCHOR STRAPS OR EQUIVALENT PER THE STATE CODE " 2X4 STUD (OR BETTER) AT 16" OC RANCID HOU5E SECTION R E V 1 5 1 O N 5 DRALLN BY: ENG. MODEL: HOUSE S€C I ION BEET: 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 cuECKED BY: IRAN' CH SECTION C 1 COLORADO BUILT SCALE: 1/8 = 1'-0" OR 1/4 = 1'-0" TITLE: J DIvISICN 22 DATE: WOU5E 6ECTION RANCH 2X403 SFF CONTINUOUS BRACING or PER TRUSS MFG. SPECS ,STRAP THE KNEEWALL TO THE KINSPOST AFTER RAISED TO FINAL POSITION BEAM AS REQUIRED 2X6 F2 CONTINUOUS BRACING PORCH MODELS REQUIRE l4DDITIONAL FOUNDATION DESIGN FOR CRAWLSPACE FOUNDATION VENTS, SCREENED t CLOSEABLE LOCATED NEAR 4 CORVERS TO PROVIDE VENTILATION PER LOCAL CODES I SQ. FT. PER 300 SQ FT. WNAPOR BARRIER OR I Sa FT. PER ISO SO. FT. W/O VAPOR BARRIER INSTALL GFI OUTLETS AS NEEDED ON CIRCUIT EXTENDED DOUN FOR BASEMENT. CENTER SUPPORT WALL OPENING SHALL NOT BE LOCATED UNDER SUPPORT POSTS OF UNION WALL ABOVE. OF OPT, 5TAIM14T OPEN1,13 IN FLOOR OF HOME FOR 13 4' (AS I I I\ SEE P.RI LOCATE FOR WALL (OPT) \_ADD COLUMN AND FOOTING V FOR L SHAPED STAIRS MINIMUM 40' DIM. FOR CHIDING t 4" CONC. SLAB FOOTNG SIZE TO BE DETERMINED AS PER LOCAL SOIL CONDITIONS WITH 2'4 REBAR5 TYPICAL AT PERIMETER 4 CENTER L PROVIDE V x 24" ACCESS I TO CRAUU- SPACE WITH I NSIL4TED CLOSURE 1 PASSAGE-W4Y UNLESS ADDITIONAL EQUIPMENT 1 REQU1RE5 LARaER ACCESS 1 I SUPPORT MUST BE PROVIDED FOR PONT LOADS AT UNION WALL OPENINGS 1 OVER 4' WIDE: DOUBLE STUDS ( M EACH MODULE TOTAL LOAD IS 3200', 1 THREE STUDS -4800! ETC AT 1600' PER STUD. 1 I I I PIER OR 3" COLIUN FOR 12000 POUNDS 1 OPTIONAL Wlhl SUPPORT BEAMS OPTIONAL FOOTING SIZE AS PER LOCAL SOIL CONDITIONS i 6 W/ 2 X10 TOP PLATE • IS' O.C. SUPPORT WALL CN FOOTING 2X10 TOP PLATE \ I r ---T Try I Q I I UNIFORM LOAD TO FOUNDATION n0o PLF 40 F'5F ROOF 2000 PLF 60 P5F 2400 PLF W P5F ROOF H STAIR WIDTH 6'-B' HEADROOM W &Xb 1040 WIRE MES REQUIRED OVER NOSING OF STEPS WITH BASEMENT t LA DUYs INSTALL BUTC 4 FOR STAIRMT LIGHT EXTENDING 14-3 FROM J-BOX IN FLOOR 4 INSTALLING LIGHT ON HABITABLE ROOMS OF BASEMENT J-BOX SEE FR/ELEC FOR LOCATION MUST BE PROVIDED BY OTHERS UATH LIG47T-VENT, AND EGRESS OPENINGS TO MEET LOCAL / CODES. . b MIL VAPOR BAFiFtIEBI \ \ AULACE NOMINAL LENGTH • DIM. OF MODULE- SEE SPECIFIC MODEL DM FOUNDATION NOTES: 1. CONCRETE FOOTING t WALL IS 3000 PSI/28 DAY 2. ALL SITE WORK TO BE VERIFIED 4 APPROVED BY LOCAL AUTHORITY. 3. FOOTING SIZES TO BE BASED ON LOCAL CONDITIONS 4 REQUIREMENTS BY LOCAL BUILDING OFFICAL- 501L BEARING CAPACITY TO BE 2000 PSF MIN 4. PIERS t FOUNDATION WALLS MAY BE CONSTRUCTED OF 8" X 8" X I6" CCNCRETE BLOCKS (OR EQUIVALENT) 5. THIS TYPICAL FOUNDATION, INCLUDING SILLS, CENTER WALL, 4 STAIRS TO BE COMPLETED BY SITE CONTRACTOR 6. FOOTING5 SHALL BE 30' MIN BELOW FINISH GRADE. THEY SHALL BE INCREASED AS RECUIRED 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 t 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 OPENMG. II. STEPS, PORCHES, 4 DECKS THAT ARE PLACED AT ENTRIES ARE SUPPLIED 4 INSTALLED BY OTHERSON SITE, BASED ON LOCAL AUTHORITY 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 INSTALLATICN LOCATIONS An INTENDED FOR UNDERGROUND FEEDERS. OVERHEAD FEEDERS CAN BE ADDED ON-51TE AS LONG AS THE LOCAL REQUIREMENTS ARE MET 4 IN COMPLIANCE WITH THE CURRENT NEC. SMNfflcir ODMESCT HONES 2221 CLAYTON LANE PA. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT DIVISION 22 ALL DESGN DETAILS AND NOTES ARE SUGGESTIVE ONLY AND ARE SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. CHHGES MUST BE MADE ACCORDINGLY. CONTACT YOUR LOCAL 5UILDMS DEPT. FOR FROSTLINE AND 501L RECUIRE'ENTS. FOR VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES. ALLOWABLE MARRIAGE WALL FOOTING LOADS (KIF5) SOIL BEARING CAP. (PSF) 2000 3000 4000 5000 24 X 24 15 115 85 155 3i X 30 Q 1825 245 36 X 36 115 265 42 X 42 24 ASSUMES PIERfOOTMG WEKs - CRAM BY: MODEL APPROVED BY: LATERAL WILDING LOAD TO END WALL CP POINDATION IS 2000 P011'D6?COT OF HOUSE LENGTH. (12000' -FOR 60'HME) v 9 m s N v N TYR AWAM CORNER SEE FLOOR FLAN 1 i i _-J TYPICAL 5CAl.E: NOT TO SCALE TITLE DATE: FOUNDATION LAY FCNFJATICN 51-I31-TL' UY PLAINT CIRCUIT FOR SMOKE DETECTOR IS PROVIDED IN J-BOX OR AMP CONNECTOR ON MODULE FLOOR FRAME INSTALL NIER- CONNECTED SIMOI* DETECTOR IF BASEMENT. SEE FP)ELEC. FOR LOCATION MINI" 2xb TREATED SILL ANCHORED TO CONCRETE WALL WITH "TECO' SILL-TY OR SIMPSOLM MAS (OR EQUAL) AT 4' CC. AND I' FROM CORNEW2 OPT. 0' ANCHOR BOLTS. DO NOT COMER-BORE SILL PLATE I&D 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 4 WALL HELD I" AWAY FROM 2 X 10, 2 X 2 NOM. LEDGER OR LISTED HANGER FOUNDATION WALL 50 R-19 INSULATION CAN BE USED. 2X10 A36 STEEL BEAMS-CONT. OVER 2 SPANS = RIM JOISTTO RIM T SECURE WITH 6" GREATER WS x 24 -MAX 12'-6" BETWEEN COLUMNS FOR 40 PSF ROOF LL ' LAGS a 32" O.G. W8 x 28 - MAX. I3 -0 BETWEEN COLUI-N5 FOR 60 PSF ROOF LL - = 2x6 - 24" C.G. u WS X 31 -MAX. 13'-0" BETWEEN COLUMNS FOR 90 PSF ROOF LL _ = PULL LENGTH WALL SUPPORT WALL CENTERLINE SUPPORT WITH 1/2" GYP. BD = ONE SIDE MIK 90 P5F LL ROOF REQUIRES 2x6 WW _ "STUD" OR BETTER 16" G.C. ALTERNATE BEAM t COLUMN = CENTERLINE SUPPORT = OPTIONAL 12" x 6" THICKENED SLAB AT STAIRWELL WALL 3" P PIPE COLUMN Y-4" x 3'-4" x 10" DEEP _ CONCRETE FOOTING • 4 - +4 REBAR EACH WAY 8" CONCRETE WALL 04 REBAR HORIZONTAL a 24" O.C, 5 VERTICAL AT I8" O.G. WATERPROOFING AND DRAIN AS SITE REQUIRES 16D TOENAIL TO 2X6 SILL PLATE SEE CRAWLSPACE DETAIL GARDEN LEVEL OPTION SIZE 5Y BUILDER 16D TOENAIL TO 2X6 SILL PLATE SEE CRAW-SPACE DETAIL 8" CONCRETE WALL 04 REBAR HORIZONTAL o 24" O.G, 5 VERTICAL AT U"nlr 18" O.G. WATER `ROCFIWj AND DRAIN AS SITE REQUIRES DBL. 2X6 TOP PLATE BASEMENT DETAILS 2X(o STUDS a I6" O.C. OPT. FOR CRAWLSPACE ONLY SINGLE BOTTOM PLATE 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 BEAM WEIGHT NAILED TO SILL < GRAWLSPAGE RIM JOIST TO RIM JOISTS MODULE 8d-16" G.C. EXT. WALL 4 SECURE WITH LAG SCREWS r 2 X 6 TREATED SILL GRADE TO SLOPE AWAY _ _ 2xlo~ 6" MIN. FROM FOUNDATION 16" x 8" CONCRETE FOOTING WITH 2 04 REBARS AT PERIMETER t CENTER) 2x6 - 24" C.G. SUPPORT WALL 6' MAX. HEIGHT FULL LENGTH WALL BRACE WITH 1x4 CENTERLINE SUPPL AT MID-HEIGHT 04EN OVER 4') R-11 INSUL BIRD OR RES CHEK EQUIVALENT TO 24" MIN. BELOW GRADE DER . 1 WATERPROOFING AND 11 DRAIN AS SITE REQUIRE! GRAWLSPAGE DETAILS CONFORMS TO LOCAL CODES (MENERNS HOMES ALL DESIGN DETAILS AND NOTES ARE SUGGESTIVE ONLY AND ARE DWJW BT: MODEL T 1 FIG I IIU tS SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. Appr~~D Br. IT f\.I7/°R\ lle 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 CHANGES MUST BE MADE ACCORDINGLY. CONTACT YOUR LOCAL TITLEBASEMENT 4 CRAWL COLORADO BUILT BUILDING DEPT. FOR FROSTLINE AND SOIL REQUIREMENTS. FOR SCALE NOT TO SCALE DIVISION 22 VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES. DATE SPACE DETAILS REINFORCED 8" CONCRETE BLOCK WALL TO MAX 4' HIGH, REINF. CONCRETE TO MAX 6' HIGH. 8" CONCRETE WALL 04 REBAR \HORIZONTAL a 24" O.C, 5 VERTICAL AT 18" O.C. EXT. FOOTINGS TO BE MIN. 24" DEEP OR BELOW LOCAL FROST DEPTH AND ON UNDISTURBED SOIL NOTCH M JOIST, WITHIN V-6" OF JOIST END, TOP OR BOTTOM HOLES 514ALL NOT BE WITHIN 2 INCHES OF TOP OR BOTTOM OF JOIST, AND THE DIAMETER SHALL NOT EXCEED ONE THIRD 3'-0" MAX DO NOT NOTCH OF THE J015T DEPTH BOTH TOP d 50TTOM OF 2XIO LI IQ"(MAX) DEEP, 12" M LONG TYP. IF END OF JOIST ADD 2X BEAR'G WITH 2X6 SFF 42 DOUBLER GLUE d STAPLE 3"oc. WITH REINFORCEMENT 3 3/4" DEPTH J015T REPAIRS: SPLIT or CHECKING: 1/1" CD PLYWOOD OR 1116" 055 GLUED AND STAPLED ONE SIDE TO COVER SPLIT, HOLE, or NOTCH. EXCE561VE: DOUBLE WITH 2X8 TO 16" EACH SIDE or TO RIM JOIST. DECKING REPAIRt 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 EOAUL EACH END, AND FULL SURFACE GLUE. IF DECK SEAM, ADD 2X3 BLOCKS BETWEEN 2X4's. i FYI - - . - - . lmax7 2X10'5 M 3 3/4" DEEP) 2X4 SFF "STUD" 24"oc. FOR 30" WIDE BAY RIM X Ib" LONG UN PPORTED D CK - or 16"oc. FOR UP TO 36 3/4" WIDE BAY. JOISTS WITH 2X6 " 02 DOU LER I6° DECK 3'-0" MAX TYP. BOTH ENDS GLUE d STA E 3"oc. D LEDGE (4)15GA X 2 1/1" STAPLES or TO RIM JOIST TY .BOTH ENDS BEAM ONE o BOTH SIDES 45 NEEDED OR EQUAL END GRAIN, or ON TO RIM JOIST (3) EACH TOE-NAILED, or MAXIMUM HOLE SIZES: - 2X4 LADDER BLOCK UNDER WITH (3) EACH STAPLES. IN CENTER 1/3 OF JOIST = I" ROUND WITH 2" (MIN) EDGE DISTANCE 1, Q~~ N JOIST IN END 1/3 OF JOIST = 2 1/1" ROUND WITH 2" (MIN) EDGE DISTANCE WIDTH OF SPACE I 2X10 SEAM FOR IQ L IN END 1/3 OF JOIST = 2 1/2" ROUND WITH 2" (MIN) EDGE DISTANCE LEDGER AT "(mtn) LEDGER MAY r-'- TYPICAL BEARING: 11/4 X 11/2, or 2X3, BE NOTCHED 2X10 DOUBLER F NEEDED TO HOLES SHALL NOT BE WITHIN 2 INCHES OF TOP OR BOTTOM or IX2 GLUED I STAPLED. MEET JOIST SPACING. OF JOIST, AND THE DIAMETER SHALL NOT EXCEED ONE THIRD DETAIL "All DETAIL 11811 OF THE JOIST DEPTH. HOLES GREATER THAN 2 INCH DIAMETER MULTIPLE JOISTS ARE FASTENED TOGETHER JOISTS 2311o.c.(ma X~ LADDER BAl' ARE PERMITTED ONLY IN THE END 30 INCHES OF JOIST. WITH 15 GA X 2 1/2" STAPLES OR EQUAL 12" O.G. TOP AND BOTTOM 2 X 10 FLOOR JOISTS OR TR155 JOIST - HK or ANY 1015 PSI Ib REPETITIVE AND E=13 MOE OR EQUAL 2 X 10 RIM JOISTS - HF 2 2X8 HF 2 2X6 2 5FF OR AS NOTED DOUBLE 2 X 10 or 2 X 12 RIM JOISTS REQUIRE NAILING FIRST RIM TO JOIST, THEN NAIL SECOND RIM, USING 15GA X 2 IQ STAPLES OR EQUAL 8"oc. IN A STAGGERED ROW, (10) EACH, M END 8" AT EACH BUTT JOINT. SEPARATE BUTT JOINTS BY 48" AND MINIMUM BETWEEN BUTT JOINTS M SAME LAYER MAX ika" SEPERATION IN BUTT JOINTS. JOIST END ON SPLICE BLOCKS = (10) 156A X 2 1/2 STAPLES OR EQUAL TOE-NAILED BOTH SIDES, or ONE SIDE TO 2nd BLOCK LEDGERS AND BLOCKING = ANY GRADE AND SPIECIES. 2X8 OR 2X6 FLAT UNDER DECK TO SUPPORT FLOOR d PROVIDE HEADROOM. (15)15GA X 2 1/2 STAPLES OR EQUAL THRU RIM JOIST TO JOIST or TOE- NAIL TO RIM JOIST.- i 1243"(m. DOWN X 40 AIR- DETAIL 11G" BUTT JOINTS 4'- 2" 3-RJLL LENGTH JOISTS 32" (max IN ANY 4'-2" DISTANCE 20"oc m x) 2X10 JOISTS 16"oc., MAY BE OFFSET 2" NOMINAL, or 3" WITH LEDGERS. 2X10 BLK5 4'oclmax) IN END BAYS. (5)15GA X 2 IQ" STAPLES EACH END. SIMPSON LU526 HANGERS ARE (OPT) FOR JOIST ENDS, NAIL WITH OPENING. or 2X6 HEADER 2X10 2X8 (4) EACH 10d or 16d BOX TO HEADER AND (2) EACH NAILS TO , , 1 JOIST. EQUIVALENT HANGER5 MAY BE USED. - i OR R EOA EQA X 2 112" STAPLES APLES X 2 IRUL DECKING IS 5/8" OR 3/4" OSB OR OTHER APPROVED PANEL EACH END. RATED (40/10) FOR SPAN FOR SUBFLOOR FULLY GLUED WITH JOISTS LESS THAN IO' MAY PVA ADHESIVE t STAPLED TO FRAMING WITH 16 GA X 1 3/4" - BE 2X8, LESS THAN 6' MAY OR EQUAL a 16" O.C. MIN. 1=- N I II III II I 16 A BE 2X6410)15GA X 2 I2" 11 INSULATE THE EXTERIOR RIM JOIST AND END JOISTS WITH R-II (OPT) ANGLE 11 I - 5/8" OR 3/4" APA RATED D L 2 10 or 2-2XI0's EDGE OF DECKING MAY BE STAPLES EACH END. NOMINAL LENGTH FIBER-GLASS BATTS or EQUAL. 2X10 RM JOIST FLOOR DECK'G or EQUAL WITHIN l"oc. BLOCKED SUPPORTED BY 2X6 FLAT SHOWN ON PLAN WIRES'lO AND SMALLER RUN THRI BORED HOLES IN JOISTS or AT ANGLED CORNER FULL HEIGHT 4'oc. (FOR MAXIMUM HEADROOM). ADJACENT TO (I X ) "RUNNING BOARD" VERIFY DIMENSION 2X10 BLOCK WITHIN 10" OF END 2Xb, or 2X10-16"oc. . WITH PLAN. JOIST END AT ANGLED CORNER (5)15GA X 2 1/1 STAPLES SEE FLOOR PLAN FOR STAIRWAY LOCATION, NOMINAL FRAMING OR EQUAL EACH DO. DIMENSIONS, AND D W I FLOOR DESIGN CRITERIA = 40 PSF LL + IO PSF DL CONFORMSi020031RGCODES EEXTENDTO4 FROME DGEOF OORWHEN EXTERIORWALL. AT . G ' HOMES ~C u V ~C DRAM 57: MODEL TYPICAL i~l1VISC:J S- 2221 CLAYTON LANE P.O. BOX 10, BERTNOIID,CO.80513 ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE SUBJECT TO THE JURSIDICTION OF STATE AND LOCAL CODES . Br, COLORADO BUILT CHANGES MUST BE MADE ACCORDINGLY. SCALE` NOT To 5C-ALE TITLE FLOOR STRUCTURE DIVISION 22 DATE: NOTE: FOR STAIR-WAY OPENINGS OVER 10'-0" AND UP TO 12'-8", USE TRIPLE HEADER AND TRIPLE JOISTS TO SUPPORT HEADER DOUBLE HANGER MAY BE USED WITH 3rd HEADER MEMBER STAPLED WITH (13)15GA X 2 1/1 5PAPLES. DBL 2X10 HF or SFF 2 WITH SIMP50N LU-26-2 J5T HANGER (or EQUAL) EACH END. PLUMBING BAYS 'L "A" DET'L SRYaLE TOP RATE 2X6 MAY BE SPLICED W/ ) BLOCK 5Vg.4THMG a PANEL SIDNG A BLOCKS K'OL O 5N'Ei EXCEPT DBL 2xv DEL 2X6 FLAT, STAPLED UY B ARE GLIIED t 5TAFLED BE-15SIAX 2 VP-6'oL D% ROW 6'= DGIHLE ROUT "FLAT" HEADER CEO-TOP RATE © • K'oL 3-2X6 WaW NCN.STRCT SPACERS "3-MEMBER" HEADER -LAYERS IR' PLYWD, W' OSB a I LAYER 3/4' FLYWD O ;"3)-Z(5-2 ROUP I, GLUED ONE FACE TO (2X BUR JOINTS N END 114 SPAN, GRAD! HORIZONTAL ROM E6GA X 2 Vi' STAPLES 8ol LLER TO SIZE OFENG (OPT) TOP 2x6 OF SPEQES/GRADE 5R°C11ED 6GA X 2 314' STAPLE TO EACH 2X6-6'ol q5ZI O 3.2X6 PUS NON-STRICT FILLER a BLOCKS a VOID. BOTTOM 2X6 - FASTEN SAME AS TOP "BOX" HEADER O L TOP PLATE - MAY BE OMITTED 3 EACH 13/4' X I V4' MICROLAM a EOWAL 7600 Fb LAM-STOCK STAPLED Q'OL N2h7 FASTEN PER SCHEDULE NOTES: 1~007LON PAGE G55 1.2x4'3 DOUBLE TOP PLATE. 2x UTH Ire' NON-5TRVWA1 FILLER 2.2x4 43 BOTTOM PLATES. GLUE BETUM LAYERS 3.2x4'3 OR STUD Sff STUDS. 4. SPACING: OF STUDS 24' O.C. OR 16" O.C. W PSF OR HIGHER 5MOLTIPLE STUDS AT OPENMGS PER CHART ON 5PM5 AND SCHEDULES. 6. SEE FASTENNG SCHEDULE G55.0 FOR CMECTIM. 1. JACK STUDS COL NT AS JAMB STUDS. 8. SEE JAMB STUD TABLE ON SPANS AND 5COULE5 FOR NUMBER Of JAMB STUDS. 3 FOR RIDGE BEAM FA5TENMG SEE FASTENER LEGEND ON SPANS SCHEDULES. 0 TYPICAL MARRIAGE WALL CONSTRUCTION STUDS ARE FULL HEIGHT 24" or 16"oc. NO HEADERS REQ'D (SEE ROOF STRUCT) OCUVC = HONES 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT DIVISION 22 FASTEN WITH (3) - 16 GA X 11/2" STAPLES OR EQUAL TO EACH WALL TYPICAL WADER DETAIL ttPi'iYfFMHt HEADER SEE SIDE JAMB 5TU TABLE ON PAGE 10 TYPICAL TI S TYPICAL SI1iLE JACKS TYPICALDONBLE DO WNXW WINDGW FA I , I T, 15( 6 EA 15 GA X 2 1/2" STAPLES OR EQ A TYPICAL e SILLS, HEADERS 1AND PLATES OF UNION 4) 15GA X 2 1/1" STAPLES OR EQUAL TO EACH STUD TOP 4 BOTTOM. ,,--DOSBLE 2 X 4 (MIN) TOP PLATE 3 SFF EXIERlOR WALL JONT (SIDEWALL TO DMIAU.) FASTEN INTERIOR WALL TO EXTERIOR WALLS AT STUD OR ADDED FULL HEIGHT L5AY FLAT EQUAL TO STUD WITH 08x3" SCREWS OR EQUAL AT I6" O.G. TYPICAL EXTERIOR WALL CONSTRUCTION IXIBa IfAM TO FR'iT NOTES: TRSS AT OR wn ofqw 1.2x4 3 TOP PLATE. FOR ALL CONNECTION FASTENERS SEE PAGE 35.5 DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE 11 APPROVED BY: IECT TO THE JURISDICTION OF STATE AND LOCAL CODES. ZES MUST BE MADE ACCORDINGLY. sc4Le. n - w ~~~3a0 ~a c) LL NO ~IL ~w 00 m°?4 X S ~O r(L WIZ z'a ~~xg~Q FASTEN TPRU STUD TO EACH HEADER 15GA X 2 1/2" STAPLES OR EQUAL, 2 X 6's = 10 EACH END / 2 X 5's = 14 EACH END 2 X 10 10''s s = = 14 EACH END )TAL PER JAMB 5TUD5 SEE TABLE ON TYPICAL 2xb SK STUDS SPACED K7' OC. STEN SILL WITH (9) EACH -sA X 2 IR" STAPLES OR EQUAL. -kEOROI HATE 99f NOTES: 1. INCLUDES 250 P5F (85 2. MINIMUM (1) JACK STUD UNDER EACH HEADER 3. JACK STUDS COUNT AS tl'AM LMUMDOAD. 4. FLOOR WIDTH UP TO 182" 5. EAVE OVERHANGS FIGURED AT 16" MAX. 6.24" O.C. TRJ55 SPACING EQUALS 400 GSL. 1. I6" O.C. TRUSS SPACING EQUALS 650 TO 900 6 6. 12" O.C. TRU55 SPACING EQUALS 1200 GSL. 9. FOR EXTERIOR WALL HEADERS 4 JAM STUDS SEE SPAN 4 HEADER SCHEDULE. ENDWALL STUDS FULL HIEGHT FOR EITHER FLAT OR VAULTED CEILINGS 2X BLOCKING AT SHEATHINCs/SIDING EDGE JOINT. MODEL TYPICAL TITLE I WALL STRUCTURE - 2X6 2 X 6 STUDS 6 I6"oc. 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 BEAM TO 2X RAIL SPLICE DOUBLERS AS REQUIRED FOR SPAN 3/4" APA STRUCTURAL I PLYWOOD 22" WIDE or (14 1/4" WIDE FOR 16"ocJ X FULL HEIGHT (GRAIN SAME AS BEAM) SPLICE AT ALL PLYWOOD JOINTS - STAPLES AT 3"oc BOTH WAYS, AND FULLY GLUED. UNI~WALL F-1-1111'D JOINTS 37" N BEAR'G: 3 1/1° OPETHINCs (min) SEPARATION( R 12' SPANS, 5 IR" IRLARGERSPANS. PLYWOOD RIDGE BEAM USE STAPLE LENGTH TO PROVIDE (10) 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, E10 Pw ROOF USE (20) STAPLES EACH, 120 P5F ROOF USE 07) STAPLES EACH. / FRAME SKYLIGHT WITH 2X6 TOP 4 BOTTOM BETWEEN TRUSSES, (4)15GA X 2 1/1" STAPLES EACH END 4 TO CUT TRUSS. BEAM OVER UNION 2X4 BRACE ON CUT TRUSS - (4) I5GA X 2 1/A" OPENINGS MAY BE PLYWOOD STAPLES BRACE TO 2X6's, 4 CHORD's TO BRACE. 2X6 5TRONG BACK TYPICAL ROOF LAYOUT Illb' OSB 24116 PlDEX V FELT OR EW& SHWiES TO BE 23F Z61% 1G, IUTH SEAL DO TAM OR EQUAL ICE DAM PROTECTION Y-0' P151DE WNdi SIDE OF WALL TO %5 ROOF LOAD, 6.6' MIDE OF WAR151DE OF WALL OVER %5 ROCFLOAD. ADD TRUSS TO REPLACE CUT or OMITTED ONE(S), ADD 2X6 HPt STRONG-BACK M ATTIC SPACE. (6)15GA X 2 I/2" STAPLES ( OR EQUAL) TO EACH CHORD, EXTEND TO _ 2nd TFM5. 1A6" OSB ROOF SHEATHING FASTENED WITH 16GA STAPLES (OPT)-14 X 14 ROOF VENT DUCT SPACE AT 12"o- FIELD, 6"oc. END OF PANELS. HOMES OVER IS LINED WITH PLYWOOD4 METAL. 60'-0" LONG STAPLE END OF SHEATPG PANELS AT 4"o- AND INSULATED WITH R-15 FIBERGLASS BATT. 30 GA GALV. STEEL or OTHER ELECTRICAL OUTLETS 4 FIXTURES LISTED DUCT MAY BE INSTALLED. FlAro" 05B or 1/A" PLYWOOD (min) S" WIDE SUPPORTS 3- 2 1/2" 1 GA THRU 2X3 or 2 STAPL E E AL) LET. USE 2X6 FOR SUPPORT OF CEILING FAN, 3)15GA X 2 1/R" STAPLES ( OR EQUAL) EACH EN MAY BE ATTACHED TO T121J55 4/ IDGE RAILTO TRUSMFG SPEC.' RIDGE BEAM: 5KYL IGNT T- 1E - EXTEND TOP RAIL Ml l RAKE FRAMING SAME AS O 2X3 "LADDER" BLOCKS BETWEEN \ \ l (4)15GA X 2 1/2" STAPLES (OR EQAUU 2X6 5FF'2 RIDGE WITH 1X2 LEDGE [ ENDS OF MAIN ROOF. p IX3's FOR UP TO 12" OVERHANG. TOENAIL TO RI 2X4 BLOCKS BETWEEN IX4's, FOR n UP TO 16" OVERHANG. N 2X3 SPF "STUD" RAFTER 16"o - AND OPT LOCKS 24"oc. IV-,AX 1 3/4" STA S ( UA ) I2" (min) 5 SUPPORTED 3'-I"oc. (max), BY 2X4 OR EQ PLE L YLI VENT CUT-OUT VERTICAL STRUTS (5)15GA X 2 1/2" . LOWER EDGE OF (IX4) TO O T TRMUSS. ALT. KC-22 or LARGER NAILS 6"ocJ 7 STAPLES EACH RAPIER TO STRUT. " ? _ DORMER END WALL 15GA X 2 IR 2x4 BLOCKS NAILED BETWEEN 1/2 OR EAL GYPSUM ~/BJ STAPLE TO ROOF DECK V'oc. o 0 TRUSSES TOP 4 BOTTOM CHORDS ' ADHESII AT 5 oc. 2X4 5PF "STUD" STRUT UNDER 2X6 RIDGE AT RG 1X4 "PLATE" ON DECK AT 2X4 STRUTS, 4'-6"oc. RAFTERS, 4 RIDGE. (2)15GA STAPLES 2X EAVE RAIL "TR1J`SES TO BEAR ON 2X6 FLAT THAT SPANS (2) MAIN EACH JOINT. d LINE OF EXTERIOR OF WAL ANY TRUSSES MAY BE OFFSET 2" (max) TRUSSES. SHIM WITH (I X ) TO ROOF DECK, ADD 2X LEDGER TOP 4 BOTTOM STRUTS TOENAIL (2) I5GA STAPLES TOP 4 BOTTOM. TYPICAL ROOF FRAMING CHORDS IF NEEDED FOR DECKING / GYP. BRD. OPT DORMER 15 PRE -BUILT AND PLACED ON MAIN ROOF TRJSSE6 BY UNIVERSAL FOREST PRODUCTS F LOADS AIRE DESIGNED FOR SPECIFIC TRUSSES At NOM. 16"oc MAY BE OFFSET UP TO 4", AS LONG AS A JA . UP TO 45 PSF ROOF LL SPACED AT 24" O.G. CENT TRUSSES DO NOT EXCEED 20 O.C. D W P5F 4 HIGHER LOAD SPACED AT 16" MAXIMUM. TRI5SES AT NOM.14"o.c MAY BE OFFSET UP TO 1", WITH LEDGER OF (2X ) STOCK 120 P5F ROOF LOAD SPACED AT 12" MAXIMUM. TO FULLY SUPPORT SHEATHING CONFORMS TO 2003 IRO CODES a ~ MM ( SPECIAL NOTES ORAUN BY: MODEL \ \ HONES ~ ~ M ll V \~w1 l/ 2221 CLAYTON LANE PO. BOX 10, BERTHOUD, CO. W513 ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE A A S APPROvED BY: TYPICAL COLORADO BUILT SUBJECT TO THE JURISDICTION OF STATE ND LOC L CODE . scALE TITLE CHANGES MUST BE MADE ACCORDINGLY. . NOT To SCALE T ROOF STRUC URE DIVISION 22 DATE: BLOCK W TO 24' nAA WOk.RV2. Al FM SEES APPR24ED TREES TrRCx v x 3®' nH 1118 A TRW 6 Cm Out TO AIM FLR ACCM DOW EO SEE 2 - LAYERS 3/4" PLYWOOD BEAM FULLY GLUED AND STAPLED 6" EACH WAY. FOR RIDGE BEAM SPANS 5EE TABLE ON PAGE 1110 E (min) ~w F n ,*I-X,* z LAN l' STAIRWAY (TYP) DOUBLE JOIST BOTH ENDS OF HEADER ~ DIMENSION 'A' (min) OPEN'S INCLUDING ALLOWANCE FOR NOSE a TOP STEP THIS 2X10 EXTENDS ACROSS STAIRWAY AND MUST BE CUT OUT IN (31" OPENING) AND SUPPORTED AT CORNER OF OPENING. RISERS IN UPPER SECT DIM. "A" INCHES DR'IEN510N LANDING TO FINISH FL DIM. "B" INCHES 1 41 134 110 2 51 15'1/2 160 3 61 2311/4 150 4 11 31 140 5 81 3831/4 130 6 91 4611/2 120 1 101 5411/4 110 8 111 62 100 9 121 6931/4 90 10 131 1111/2 80 11 141 851.4 10 12 151 93 60 13 161 10031/4 50 14 U= LUSUI IUVINAL or LATERAL STAIRWAY FRAMING, HEADROOM IS ADEQUATE OVER BASEMENT LANDING. NOTES: I. FRAMED OPENING DIMENSIONS BASED ON STAIRS WITH 131/4" 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. U AS APPLICABLE. lmin) - 8'-I"lmax) LINE OF WALL RIM JOIST AT UNION or EXTERIOR WALL NOMINAL ABOVE. 111 _ WITH FILLER TO MATCH WALL FRAMING. THIS LANDING 15 48" BELOW FINISH FLOOR ' m a (OPT) DECKING DBL 2XI0's OVERHANG - DOWN o O 1 " 2" PROJECTED FLOOR DECK RAILING or WALL SEE FLOOR PLAN (min) V-0 DOWN DOUBLE JOIST HANGER 6-RISERS -I O DBL 2X10'6 p BOTH ENDS OF S-TREADS a z Cm n) - HEADER ' 40' DOUBLE 2X10 s ETWEEN DOUBLE J01 5T L 2XI0's 8'-II U20 NOMINAL SEE ORDER or FLOORPLAN 2X10 JOISTS AT 16"oc. WITH FOR /TYPJ DIMENSION TO a , (10) 156A X 2 1/1" STAPLES DOUBLE 2XI0's USE TRIPLE FACE OF JOISTS. or (8)16d NAILS EACH END. 2XIO's FOR OVER 6'-4" WID JOIST HAWSERS ARE (OPT). UP TO 8'-1" WIDE. "U" STAIRWAY LATERAL STAIRWAY LONGITUDINAL STAIRWAY (TYP) (TYP) (TYP) STAIR OPENING, DIM. HAS 2" WALL ABOVE 2" ALLOWANCE FOR STEP NOSIWA (OPT) NO51NG OF I" FINISHED FLOOR orFRDArMING 2X NAILER x n1 2X10 FRAME (SEE FLOOR DETAIL) Gj vI OJ' VLVJCV RIJGG IJ lVrl/ v 6'-8"(mIn) HEADROOM ABOVE NOSE OF STEPS. IF UNDER-STAIR SPACE ENCLOSED FOR 4'(max) ^ \ STORAGE PROTECT STEPS WITH 5/8" RISE E RUN OF ALL STEPS \ TYPE-X GYPSUM BRD. TO BE EQUAL WITHIN I/4" I/ DETAIL SECTION z E - O m ~ o LL B Z STEPS AND BY OTHERS. 13/4" RISE (max) 10" RUN (min) (13) RISERS AS SHOWN 2X3 FRAMED RAISED FLOOR a STUB WALL MAY BE USED OVER STAIRWAY. --N (OPT) FINISH~f I CODE REQUIRES 6'-8" ABOVE (MEASURE VERTICAL) NOSING Cr STEP. STAIRWAY OPENING (min) 15'-2" AND GENESIS HOMES I'10DIFIGATION9 DR41W BT: p, UA7L~ AF'P%JVm BY: TYPICAL 2221 CLAYTON LANE PA. BOX 10, BERTHCUD, CO.80513 COLORADO BUILT 'uCALE: TITLE DIVISION 22 RATE: 1-11-W -STAIR STRUCTURE SHOUIN WITH (5) RISERS N UPPER SECTION- MAIN FLOOR SUPPORT REQ'D. RIDGE BEAM SPAN (MAX. OPENING) IN UNION WALL FOR ROOF SNOW LOAD: 13-4" MODULE WIDTH 15-2" MODULE WIDTH CONFIGURATION SNOW LOAD 45 90 120 45 90 120 2X6 SPF 2 41" 40" 32" 44" 31" 30" 2X81-F'2 64" 55" 43"' 60" 52" 41" 2X10 HF 2 18" 61" 53" 13" 63" 49" 16" OSB 24/16 RATED 83" 11" 56" 11" 66" 52" 16" HIGH 3/4" PLYWOOD 131" 113" 89" 122" 105" 83" 16" HIGH 3/4" PLY WOOD - 2 LAYERS 186"' 160" 126" 113" 148" 116" 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 12" X 111/5" MICROLAM LSL 166" 134" 112" 158" 125" 104" 11/2" X 16" MICROLAM LSL 224" 118" 148" 211" 166" 138" 1112" X 24" MICROLAM LSL 331" 261" 218" 309" 243" 203" LDF OF U D5 USED FOR SNOW LOADS LESS THAN 65 PSF FOR REFERENCE OF ROOF MMUCTURE PAGE 66 HEADER MAXIM CLEAR SPAN FOR ROOF LL:(INCHE5) COIFIGUATION - SEE DETAILS. 40 PSF 60 PSF 90 PSF A DBL FLAT 2X6 4 TP SFF 13 OR STUD 31" 21" 21 8 DBL FLAT 2X6 GLUED SP'2, HP'2, DF-1-2 48" 41" 32" C 3-2X6 WW "STUD" 53" 45" 36" C 3-2X6 SP'3 SPF'3 OR STUD 56" 48" 38" C 3-2X6 SFF 2 14" 63" 50" C 3-2X6 HF2 19" 68" 53" E 3-2X8 SP-r2 98' 85" bl" 3-2X8 HF2, 105" 90" 12" 2-2X8 HF2, 16" 65" 51" F 2X6 "BOX" S" OR STUD al" 14" 59" F 2X6 "BOX" I-P2 OR SFF 2 122" 105" 83" F 2X6 "BOX" DFL 2, OR SP 2 134" 115" W. G 3-13/4X71/4 IL-2600Fb STOCK-Mk=138k 121 122 108" G AS (G) ABOVE BUT CONTINUOUS (AS IN RECESSED ENTRY) 161 143 113" M TOToT M WADER TRUSS SPACING AT 24" O.C: 454 ROOF LOAD SAN KAxIW STAW 9y1s YLar, vxm rLOG EOGE RAIL ONLT 41' 6 6 5 (U 2x4 Z SFF 54' 12/4 5A 4A (1) 2x6 4 5" 18' 1/8 38 3/3 (11 2x849FF 18' 4A1 3/4 2/3 fU 2x10 R SFF W. 2A3 214 2/4 (D 2x10 3 SFF 12' 2)13 214 24 TRUSS SPACING AT 16" OC: W ROOF LOAD SPAN E6Ax217 Sl)HP e57e2 3'IAG 'Iwo rLm EDGE RAIL ONLY 34' 14 6 5 (1) 2x4 I2 5" 41' N4 5A 4A (1) 2xb Z 5" 58' 1/8 36 3/2 (1) M -2 5'" 5S' 4,11 3/4 2/3 (1) 2x10 4 SFF 61' 2/13 214 2/4 (1) 2x10 3 OFF W. 2/12 2/4 214 TRU55 SPACING AT 12" O.C: 1200 ROOF LOAD eA:712 eon byre ST1gF5 31 LX rLM ']'EHErg~3 Ul1oI1VT EZ DRAM BY: 2221 CLAYTON LANE l~`,2PO. BOX If 100, , BERTN IfTHOU ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE AF~vED BY: TYPICAL D, CO. 80513 SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. COLORADO BUILT SCALE: NOT TO SCALE TITLE I C DIVISION 22 DATE: SPAN SCHEDULES EXTERIOR WALL JAMB STUDS SFMNGME W (8 oollv6su RANCH CAPE COD TWO STORY (2) 2xb 113" 132' 158" (3) 2x6 268" 214" 240" (4) 2x6 292" (5)2x6 EXTERIOR WALL HEADERS RANCH CAPE COD TWO STORY 4 $FF TRUSS SPACING TRUSS SPACING TRUSS SPACING 24' OL. I6" O.C. 24'0L. I6" O.C. 24' Of, lb" O.C. (3) 2x6 93" 13" 41" MI. 84" 14" (3) 2x8 Ill" 9l" 62' 50" 104" 91" (3) 2x10 143' 123" 80' 64' 126° IF" (3) 2x12 Mon 143" 9l" 101" 142 128" (3) 11/2"x9 1/4" LVL 142" 148" STRAP TO BE I I2"x301'2A JAMB STUD CHA FASTEN WITH MN (6)-1"x1bGA 5TAPLE5 EACH M. Taft spas m MEaaM MULTIPLE STRAPS MAY BE DOUBLED ON TOP OF EACH OTHER OR DOUBLED N WIDTH, 50 LONG AS FASTENER PENETRATION 15 MANTAINED. ? RANCH CHART NOTES: L FLOOR WIDTHS UP TO 182 2. STUD GRADE SFF OR EQUAL 3.24" O.C. BASED N 50 a. 4. I6" O.G. BASED ON 1066L. MARRIAGE WALL STRAPPING CHART NI~aSiROFS OFENMG Fa2a$aG I 38' 5 1 252' CAPE COD TWO STORY 40- 1 5 1 322' 1 242' 1 354' 1 255' 1 324' 1 241' 1 FA51Ei LbW (A8) A-1 E 0.3E SIZE OF FASTENER NUMBER/SPACING AND LOCATION 0 NOTES: D DRYWALL TO STUDS (ALTERNATE) ° NUMBER AND SIZE OF FASTENER I OF F-2100 FOAM SEAL. D ~N STRUCTURAL P.YA ADHESIVE N J J a DOUBLE TOP PLATES 146 1- X 247" 15 GA STAPLE OR EQUAL I ROW 16" O.G. w z w BPEGIAL NOTES DRNIN OT: MODEL ~ ~ (DN E ~s1 L5UV ~J V 4l1 V 2221 CLAYTON LANE P.O. BOX 10 , BERTHOUD, CO. 80513 APPR7VED SY: COLORADO BUILT SCALE: NOT TO SCALE TI n.E DIVISION 22 DATE: FAFENING SCHEDULE LATERAL JOIST i0 RIM JOIST 34=" X.131" Ibd NAILS OR EQUAL 5 WITH 2 X 8 JOIST/ b WITH 2 X 10 JOIST DGUBLE RIM JOIST 347" X .131" 10d NAILS OR EQUAL 6" TOP AND BOTTOM STAGGERED/ 2 a EACH END DOUBLE LATERAL JOIST 347" X.131" 10d NAILS OR T/I6" X 247" 2 15 GA STAPLE 2 ROWS STAGGERED/ 8" Or_ W/GLUE. JOIST HANGERS TO JOIST MANUFAGillR'S INSTpJGTIONS DECKING TO JOIST 44"X.099 RING SHANK NAILS 2 6" O.C. PERIMETER/ 10"O.G. FIELD W/GLUE. BRIDGING BLOCKS TO JOIST l/16" X 247° 15 GA STAPLE OR EQUAL 10 EACH END OF BLOCK LEDGER STRIP TO JOIST 347" X .131" 10d NAILS OR EQUAL 6" O.G. (4" O.G. ON TWO-STORY) STUDS TO PLATES l/I6" X 24:" 15 GA STAPLE OR EQUAL 4 EACH END OF 2 X 6 STUD DOUBLE STUDS lAb" X 24z" 15 GA STAPLE OR EQUAL I ROW Ib" O.C. HEADERS TO STUDS i/I6" X 247" 15 GA STAPLE OR EQUAL 4 PER HEADER MEMBER a EACH END OF HEADER WALL BOARD TO STUDS I % X 144" DRYWALL SCREWS OR EQUAL 2 12" O.C. W/GLUE BACKERS TO PLATES i/16" X 247" 15 GA STAPLE OR EQUAL EACH END AS NEEDED MTERSECTING WALLS M0 X 347" WASHERHEAD SCREWS OR EQUAL I(," O.C. WALL TO FLOOR 10 X 347" WASHERHEAD SCREWS OR EQUAL Ib" O.G. STUDS TO PLATES 1116" X 247" 15 GA STAPLE OR EQUAL 4 EACH END OF STUD DOUBLE STUDS 1116" X 247° 15 GA STAPLE OR EQUAL I ROW Ib" O.G. CRIPPLES TO PLATES/HEADERS l/I6" X 247" 15 GA STAPLE OR EQUAL 3 e EACH INTERSECTION (MAY BE TOENAILED) HEADER LAYERS TO EACH OTHER l/16" X 247° 15 GA STAPLE OR EQUAL 2 12" Or_ W/GLUE HEADER TO JAMB STUDS l/16" X 24:" 15 GA STAPLE OR EQUAL 4 PER MEMBER a EACH END WALL TO FLOOR 347" X .13I" Ibd NAILS OR EQUAL AND/OR '10 X 347" WASHERHEAD SCREWS OR EQUAL an O.G. Ib" O.G. WALL BOARD TO STUDS I 'b X 14i" DRYWALL SCREWS OR EQUAL 2 12" O.C. W/GWE BACKERS TO PLATES l/16" X 247" 15 GA STAPLE OR EQUAL EACH END OF BACKER AS NEEDED INTERSECTING WALLS '10 X 347" WASHERHEAD SCREWl9 OR EQUAL MIN. WIDE X 3/4" MIN. THICK FOAM BEAD DEFINITION Of GLUE Ib" O.C. SIZE OF FASTENER NUMBER/SPACING AND LOCATION COMPRESSION STRIP TO TRUSS l/Ib" X 21ri" 15 GA. STAPLE OR EQUAL I EVERY 4" O.C. ATTIC ACCESS TO Tfd155 1/16" X 21rz" 15 GA. STAPLE OR EQUAL EACH END OF BLOCK u TRUSS TO SIDEWALL (RANCH) '10 X 31r2" WASHERHEAD SCREWS OR EQUAL 2 iOENAILED a EACH TRUSS N TRUSS TO END WALL 10 X 31r=" WASFIERHEAD SCREWS OR EQUAL IV, O.C. rc F N w l/Ib" X 34" 16 GA. STAPLE OR EQUAL TO HOLD IN PLACE X w ' 4 :SPECIAL NOTES DRAJW B7: MODEL 0: ENE893 HO MES 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO . 50513 BT: APPRDVED COLORADO BUILT scale: Nor ro scALE TITLE DIVISION 22 DATE: FASTENING 5CHEDULE RIDGE BEAM TO TRUSS 3" X .131" Ibd NAILS OR EQUAL SEE TYPICAL DRAWING, UBC ROOF DETAIL FASCIA TO TRUSS 146" X 2'r=" 15 GA STAPLE OR EQUAL 3 EACH TRUSS COMPRESSION TO RIDGE BEAM 1/16" X 21r7" 15 GA. STAPLE OR EQUAL I EVERY 24" TO 36" GYPSUM TO TRUSS 3r4" x I" FOAMSEAL BEAD CONTINUOUS I SIDE 1RUSS TO SIDEWALL (CAPE) 90 X 31r7" WASHERHEAD SCREWS OR EQUAL 3 TOENAILED a EACH TRUSS MARRIAGE WALL TO RIDGE5EAM/R41L 10 X 31r2" WASHERHEAD SCREWS OR EQUAL 8" O.C. IMAM BE TOENAILED) RIDGEBEAM/RAIL TO MARRIAGE WALL 9O X 41r1" WASHERHEAD SCREWS OR EQUAL 8" O.C. (MAY BE TOENAILED) RAKE TO TRUSS (RANCH) 'I/I6" X 21/2115 GA STAPLE OR EQUAL 6" O.G. RAKE TO TRUSS (GAPE) 1/16" X 2~r3 " 15 GA. STAPLE OR EQUAL 2 ROLLS 6 " O.G. EDGE RAIL TO TRUSS 1/I6" x 2'i2°15 GA. STAPLE OR EQUAL 4 s EACH TRUSS OSB DECKING TO TRUSS -1/16" X I'r2 " 15 GA STAPLE OR EQUAL 6" O.G. PERIMETER 12" O.G. FOLD OSB INS. RETAINER TO COMPRESSION LIGHTWEIGHT STAPLE AS NEEDED TO NOLD IN PLACE OSB SHEATHING TO STUDS 1/164 X P/4" ib GA STAPLE OR EQUAL b" O.G. PERIMETER 12" O.G. FEILD AND 4" O.G. WITHIN 36" OF CORNERS SIDING TO WALLS lfl6" X E34" I6 GA. STAPLE OR EQUAL 16" O.C. ( OR AS PER MFG. SPECS) DRIP EDGE TO ROOF I" X 1° 16" GA, STAPLE OR EQUAL 12" O.G. UNDERLAYMENT TO ROOF SHINGLE TO ROOF Pra" ROOFING NAILS PER MANUFACTURERS SPECS ROOF TRUSS AT EAVE: I&D 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 '8 X 35 SCREWS EITHER PLATE TO TRUSS OR TRUSS TO PLATE, MAY BE ANGLED 30 DEGREES TO VERTICAL. A "SIMF50N" H5 OR EQUAL TRUSS CLIP MAY BE USED, SECURING WITH SPECIFIED NAILS OR 3 - 08 X 3" SCREWS TO TRUSS AND TO TOP PLATE ROOF STRUCTURE 1116" 055 SHEATHING OR PANEL SIDING FASTENED 8" O.C. TO ALL FRAMING, LAP 2" ONTO FLOOR FRAMING. BLOCK EDGES. EXTERIOR WALLS AT CORNERS - 16D OR 15 GA X 211/2" STAPLES, OR $8 X 3" SCREWS a 12" O.C. INTERIOR WALL TO FLOOR AND TO ADJACENT WALL - 161) OR 15 GA X 2 1/2" STAPLE 12" O.C., OR 05 X 3" SCREWS AT 16" O.C. FLOOR STRUCTURE 16D NAIL 16" O.C. OR 15 GA X 21/2" STAPLE OR 18 X 3" SCREW 8" O.C. PLATE TO RIM JOIST. LATERAL SECTION UNION WALL ROOF 16D NAILS OR 15 GA X 21/2n STAPLES OR 06 X 2V2" ASSEMBLY SCREWS CEILING RAIL TOENAILED TO TOP PLATE I6" O.C. END WALL THING EXTENDS ONTO ROOF FRAMING :S AND END JOINTS ON STUD OR BLOCKING 065 OR EQUAL AT 16" O.C. OR 6 GA X 2 1/2" STAPLE OR 3" SCREWS %THING EXTENDS 2" MIN ONTO FLOOR FRAMING ~1F.il V[EIJos HONES MODIPIGATIONB DRAIN ST: HODEL SHEET NO.: A PPROVED BT: TYPICAL 2221 CLAYTON LANE P.O. BOX 10, BERTHC%1D, CO. 80513 COLORADO BUILT 90ALE: NOT TO SCALE rmE D12 IVISION 22 DATE: MODULE ASSEMBLY AT OPENINGS 30 GA 11/2" X 10 EACH STUD TO FLOOR AND RC FRAMING WITH 6-I6 GA X 1 1/2" OR EQUAL EACH END 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 - 16 X I'i2" GA STAPLES OR EQUAL EACH END. 901-IRC-20609 24" STRETCH I 12" STRETCH 12" STRETCH 29 STRETCH ' ! 3 6 9 I I B 9 III Q 1' i I ! II W % 20 ]II I 35 25 26 ]I ]B M 3® 31 3I 33 36 35 3I 31 30'-4" REv1810N6 RNW BT: ~ tea: 9m1 I G 3m6(^ BMW CREW HONES }LI O.AttGN LM£ PO. e I CFMHGUD W. m 3 LIfftl:ED BT: JOE HEADLET R 3-5EDRO" 2-BATHS _ , COLORADO BUILT -~4>E+ V8 = f-0°OR V4 = f-0= TITLE: DIVISION 22 DATE: 01-04-2005 ELECTRICAL PLAN DEVELOPER SERIES 05/10/2005 03:01:30 PM SE '50 HOT 4 COLD MLETS TO BE OCRECTED TO WATER (EATER AND WATER SERVICE AT JOB SITE BT OTTERS 'A' x 6' (MSU METAL RIFFLES IW WILTB TO WM HM NOTE: 'V DRAM PIPE FROM T. 1 P. RELIEF VALVE SHALL TEWINATE WM4N 6' ABOVE FLOOR AND MZ4ED DM INTO THE APPROVED PONT OF DISCHARGE OR TER'IMATE PER 0FC SEC. M. NV I= 4 LtUtN) WATER SIPPLT PIPPG :=SeLHW POLTEIlMETE IV INSERT M GS PER FTTTNGS ASTM D-3309 MATERAL SHALL BE AS PERIIRED BY STATE AND/OR LOC'AI. CODES. PIPE SID43 BAND ON PRES°SIME RANGE OF 46 TO 60 PSI, MAX ALI.OWBLE LENGTH OF M Fr. MET TO BE CONNECTED TO RI.LUAT VALVE ON DISCHARGE SIDE OF WATER METER AT JOB SITE BT OTHERS, COLD WATER PIPM& HOT WATER PM FIXTM SA-PLY VALVE I 'A' RILLI34Y VALVE ' NM-FREEZE HOSE BIBS Y # PIPE 'A' • PIPE CMORS TO 20M IM CODE 9,5M EST ES ~~~NOT 6, bOM R 2 Y 5 1 O N 5 ~,M Ew. ~ g01 IRC 30609 5REED VRP~ aeon Br: JOE FEADLET 3-BEDROO15 2-BATHS I I I 1 PO. a 10 W ]Sll CLATTW LAI✓g =171 CO. emw COLORADO 9LME: VS . 1'-0' OR V4 . T-0•TI ' WATER LINE PLAN --A DIVISION 22 RAM 01-04-2005 DEVELOPER SERIES 05/10/2005 03:01:50 PM FLOOR PLAN NOTES: S N 1 CIRCUIT INFO RMATIO N IG . DE COMPLIES WITH 2003 IRC AND 2002 NEG. 2. DESIGN LOADS: ROOF LIVE LOAD = 45 P5F, DEAD LOAD = 15 PSF (OPT. ROOF L.L. = 9O OR 125 PSF.) CIRCUIT NO. TYPE AMPS COPPER WIRE SIZE FLOOR LIVE LOAD = 40 PSF WIND PRESSURE = 25 PSF (BASIC WIND 9 15 FT. HEIGHT: 110 MPH. a EXPOSURE C, OR 110 MPH e EXPOSURE B) 1 GENERAL 15 14/1 W/GROUND 3. OCCUPANCY = R3 OR 1 4 2 FAMILY DWELLING: CONSTRUCTION = TYPE 5-N, SEISMIC ZONE A ,B OR C UNLESS SPECIFICALLY NOTED 4. PLAN MAY BE BUILT REVERSED 4 MIRRORED. 2 SM. APPL 20 12/1 W/GROUND 5. WINDOWS AND/OR DOORS MAY BE RELOCATED WITHIN A ROOM. 6. 2 x 6 EXTERIOR WALL FRAMING IS STANDARD (NOM 6" THICK) 3 GENERAL 15 14/1 W/GROUND . . SIDING AND/OR SHEATHING NOT INCLUDED IN EXTERIOR WALL THICKNESS. MIN. WALL HEIGHT IS 1 MARRIAGE WALLS ARE 4" THICK, ALL TH INT WA S A " T MINA 41 - ( N ) 4 SM. APPL. 20 12/1 W/GROUND . O % ER ERIOR LL RE HICK UNLESS NOTED OTHERWISE. O L 8. RANGE HOOD IS 100 CFM AND IS EXHAUSTED TO EXTERIOR OR THE RECIRCULATING TYPE. 5 WASHER 20 12/1 W/GROUND 9. BATHROOM VENT FANS ARE DUCTED TO EXTERIOR 10. GAS RANGE IS STANDARD (ELECTRICAL RANGE IS OPTIONAL). 6 GENERAL 15 14/1 LL/GROUND 11. FURNACE BY OTHERS 12. 50 GAL. ELECTRIC WATER HEATER IS STANDARD 1 GENERAL 15 14/2 W/GROUND 8 OPT. D.W. 15 14/1 W/GROUND ELECTRICAL LEGEND 9 OPT.GD. 15 14/2 W/GROUND 1.L GENERAL RECEPTICLE (LU 110 VOLT - 15 AMP THERMOSTAT ® GF.I. DENOTES GF.C.I. PROTECTED Wf, DENOTES WEATHERPROOF II GENERAL 15 14/20GRgAJD GROUND FAULT INTRPT. SMOKE DETECTOR CEILING LIGHT FLUORESCENT LIGHT 12 BATHROOM 20 12/2 W/GROUND RECEP. 110 VOLT-15 AMP R DENOTES RECESSED SMALL APPLIANCE SINGLE POLE SWITCH 13 GENERAL 15 14/1 W/GROIFJD RECEP. 110 VOLT-20 AMP MAIN PANEL WALL LIGHT 3 DENOTES 3 WAY 4 SM. AF PL. 20 2R W/GROUND 220 VOLT RECEPT. CEILING VENT FAN WITH LIGHT ® SPEC. PURPOSE CONNECTION TOTALLY ENCLOSED FIXTURE 15 SMOKE ALARM 15 14/1 W/GROW SMALL APPL. RECEPT. 120 VOLT - 20 AMP. GFI PROTECTED Ib GENERAL 15 14R1AGROUND . I SMOKE DETECTORS AIRRE INTERGCMNECTED. FOR MODEL W/ BASEMENT, A • 14/3 WIRE 15 RUN FROM UF'STAIR5 SMOKE DETECTOR TO UNDER-FLOOR JUNCTION BOX OR AMP CONNECTED (ON SITE CONNECTION TO BASEMENT SMOKE DETECTOR) 11 SM. APPL. 20 12/1 W/GROUND . SMOKE DETECTOR MUST HAVE BATTERY BACK-UP 2. ELECTRICAL: 200 AMP MAIN A SERVICE IS STD. IS GENERAL 15 14/2 ~p 3. OPT 220V WA AND ELECTRICAL FURNANGE TO BE WIRED PER MFG SPECS W. HEATER 20 12/3 W/GROIND . . 4. MIN. WIRE SIZE TO BE 012 AIJa WHEN REQ'D BY STATE / LOCAL CODE. 220 DRYER 30 10/3 W/GROUND 5. ARC FAULT PROTECTION IS REQUIRED FOR CIRCUITS SUPPLYING RECEPTACLES I SMOKE DETECTORS IN BEDROOMS VOLT APPL. R=ANGE 40 8/3 W/GROAID MORE PLAN DETAIL NOTES: 1. 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 12" X 30". AS REQUIRED BY NEG 210-10 A LIGHT 4 SWITCH WILL BE INSTALLED. 4. FIRESTOP ALL MECHANICAL 4 PLUMBING CHASES e FLOOR AND CEILING. 5. ALL LIGHT 4 VENT REQUIREMENTS ARE TO BE PER CODE MINIMUMS. * DESIGNATES FIELD WORK # 6. ALL PLANS SHOWING OPTIONAL GARAGE ATTACHMENTS WILL HAVE No" 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 4 COMPLETED ON-SITE. 1. ALL ELECTRICAL PANEL BOXES MAY BE MOVED a 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 4 FLOOR TO BE FIRESTOPPED. 9. WARM SIDE VAPOR BARRIER 9 WALLS 4 CEILINGS CAN BE KRAFT BACKED INSULATION OR SPRAYED ON PROKO PRODUCTS " INTERIOR VAPOR BARRIER 11" (OR EQUAL). G R E V 1 5 1 0 N 5 DRAM BY: ENG. MODEL: SHEET: E L 393 HUES 2221 CLAYTON LANE PD. BOX 10, BERTHOUD, Co. W513 CHECKED BY: L J COLORADO BUILT SCALE: V8 = I'-0" OR V4 = i'-0" rln.E° T AIL5 MIS E 1 C D DIVISION 22 DATE: . ~ ST m D RAIN LINE LEGEND UBC I 1-IR" PIPE It 3" CLEMIWT PLW 21 3' LCNG IWIEEP 1/4 BEND 311 3" LT.T.Y. 41 3"X 3"X 3" DBL. 1/4 BEND 2 2" PIPE 12 3' CLOSET FLMIGE 22 I-V2' SAN. TEE 32 12'X 1-in'X I-IR" L.T.T.Y. 42 4'X 3- CL09ET BEND 3 3' PIPE 13 1-IR" AIR ADMITTMICE vAVLE 23 21 I-V2"X 1-IR" 9ML TEE 33 2"X 2"X I-In" L.T.T.Y. 43 3"X 2" FLUSH REDUCER BUSHU.I'i 4 I-1/2' CONTMOUS WASTE 14 3' 9ML TEE 24 2'X 2°X IT. BAN. TEE 34 2"X I-V2"X 2" L.T.T.Y. 44 3"X i-Vl' FLUSH REDUCER BI1B11UJCa 5 I-V1" P-TRAP 15 1-I2" WYE w/ FITTM C. O. ADP. 25 3"X 3'X 1-V2' 5ML ME 35 3'X 3"X i-IR' L.T.T.Y. 45 2"X 1-I/2' FLUSH REDUCER BUFAlMG 6 2" P-TR.AP I6 Ha- V4 BEND 26 3"X 3"X 2" 5FYL TEE 36 3'X 3"X 2" L.T.T.Y. 46 3'x3'k3"x3" DUN 00115LE T T 3"X3"X2"X2' DOUBLET 11 2' 1/4 BEND 21 3"X 3"X 2"X 1-V2" DBL SM T. 31 I-V2' 1/8 BEND 41 2"X2'XI - DWJ OMEfLE T 8 3- CAP W CRAM 0 3" V4 BEND 26 3"X 3'X 2"X 2" DBL. SML T. 38 2" VB BEND 9 I-V2' CLEANOIT PLW 19 I-V1" LONC °MEEP V4 BEND 29 1-V1" L.T.T.Y. 39 3' 1/8 BEND 10 2" 0.EANOIT PUG .20 ,2" _ SHEEP 114 BEND 30, 2" LT.T.Y. 40 3"X 3"X I-U["SAN.TEE w/!'S. MLET UBC APPROVED AIR ADMITTANCE VALVE5 CAN BE OPTIONED INTO THIS PI-MI S,. nMM CREST HONES R E v 1 S 1 O N 5 DFNW BY EWI ' 1- 9m1 IRO 30(009 gal aaYrow L4NE Po. eox m, eBan+aro, w. eeeo DaEa~v By JOE FIEADLET 3-5EDR='Z 2-BATHS COLORADO BUILT SCALE: U8 . r-0' OR v4 • " T"!.E: PLUM51% PLAN DIVISION 22 DAZE: 0I-04-2005 DEVELOPER SERIES 05/10/2005 03:01:90 PM DEN 31-'? WATER DE ARTMEN INVOICE :1:3',90 LAF'AYET"ff. CT THORI1'TON, C:0 f,OL,41. PILL 10:: SAME CONTACT- tdAMf: ED KAUFMAN C,f.'Y TRACT M032 FART IC:IFATION CCIDEo CHEt-N 100;2, 1003 Fefte:waI Rep). Meter _ Repl Tap TAP * SERVICE ADDRESS j1,NI) UNIT 3`?1.99 5675 W 3•?TFI AV 35I200 5605 W 3?T1.4 AV 35?202 573. W 37TH AV 35*2ie.03 5725 Iii 3717-1 AV PART. F'f.::E:S FOR (MAN DESCR IPT ION I°atys> ~ #f.'.4 INVG IC'E: ~ 1.4f 5.: S VA r1:. 04/14/0 T iME:: 1.0 : C :5 CONTACT PHONE:: (303) 9:L9-633 rAP SYZE:C :3/4 SAL-1_13 RED'-, IQiM split Se>rvi.ce Exisii.nc? Meter- F?-.(3C?C I_CI'T' UN ITS 'T'YK'E: STP 4 1. RES STP l RES `iTP 7 1 I\f:S S•ri , 8 1 RES $-C?O PER 3/4" EQUIV AC:C;T t: TX AMO NWT 4• i 1 SAL" CREDIT (-ti'.'? 1100 1. I E;DC.' - OUtEii.de ReSi.d*Mtial A291.1.(.X) 1 35?:11;19!:$F7'SC)0+($().-524joSii SgFt.) 1. I SDC Outside Ressi.denti.al. A271.300 i 31: 712()0 d r 300+($0 w 52*5 125 S (Jr. •l. ) 1 1 E;J)C - Outside Resiidential fif?%3.1.00 I 3: J2202-$2;3004-<.$0 52i*5100 SgFt) 7. I SDC - Outside F?es i.dell tilk l 1. 1.00 I 3Li?i2<)3:;$23C)0¢(i$(y .,✓i2ik5t7535 S(IF"t.) COMMEN T•S w 1,500. GO 4,943..613 4 , 96'15., 00 4,9.`2.00 4,944n20 SUBT(TUA[_ - TOTAL $ TOTAL. -6 , 0()0,, 00 4 , 943-.613 /4,96:5..0() 4• , 952 00 4,944.20 t3,804.88 ROUTE # CD RATE CD SWR RATE CD S?::RV ICX ADDRESS CITY". S'T ATE- l if" ORIGINAL YELLOW COPY OF :INVOICE IS NELDED TO PICK UP MAZE RTAt_S a ana ~gi bJh it.e-Cet<.,k.rrcler ws i viee:> Ye11i~w-•Cu>tsrsu~r Pink-Acr_caunt.ing GrrF•n--~Icttcar Sra:[c~s 157:x1 A `0 +i.5{SCCiL<+ $13804.+38CK 146.157 4 9 N A W N 4 m o -I o c qq1~ -i o o, H ;F 0 0 O= 3 - a~m 35'~+m a ~m 5- nON a$a moam m9 -o m> gpOm, a om' mc. m ZN~ m a 0 mJ '<g r m dmd o$~~. mo m O{-i0 S. m $ y S y~4 ~c zsi N Ox~ ° m a $a 3 m m m w OR 0 . 7 r m °O S'n g°^c~ 05 »tpg m m mm~ ` m m ~<D" m `2 :3 C O's o^ O O m S ° 9 N N am mm m 53 05 Z 3Nm 8 >•2 J.w m a m m 00 n Im Z n = m C m < 0 8 3 ~ N p ~ ?gym a 12.m N ma 0 J 0 3 p Do am m J a J8r=, m g m5 m y -n a) \C 3q. o y 0 m w m n m » n 0 N yy m z Eonm m~Vh 33 8 s 8 m ' O~ _Q S'iy'a m m m n n 7 mC y=CO O ° Om 05 9 ^ Q S N N O D Q O oQ 5* s Z z~. m5- $g5m c m 3 mD 3m a' cm mmmx m ,m m p _m y 'Z oJ m a N m z .Q N m '..N m 3 J m mop O= m 3o $ 2 n mem3 m 35 \ S. W= Q 0 J y ^ m m ID +m z m 60 z p5,~ <o o ° 3 3 3 4 Ul m Fr m m m o o =O 2 50 m J W m p y N m .j m 8 m $ m < y X O S ~o a,~~ m 3 N ~m zz S~ m 3 ~o ~ c O 3 P sm i a 0 a m O m O 9 m m O O c O m gm m m m 3 O 3 F 4 ,I IR $ c G V p r m O F g m W O v, L4 C b° s p 50 C. ~5 °orJ * 'o a3 0= vg ~m^o 8 93m20 m m -O 5aw mm J y d m m m'p (IJ j TI C) ~ C _ 9-00 C a o~d m o fmm 3 m. n-.-. m m m m = 3 m 85m~ ~ ~ 08°~ m m88 ~m » 3'a c o^ J 3 JF 'm ° 9m C 5 @ mI m y a ^ 3 3 m < a m m D m m m 8 G g m ` -.m C f y n y_ O J m m m < S^~S O ' g s £ gf. m_ y m^ Q u 0.m co m m~ m o;m R' Q m W.0 y ~ - J 0 y'O C O C m= M °^o $ H m S J y m~ m~ m J n S_ y N m Q m O_ g a a ° 0 mc. ' m °3 ow w o N 3 m y° ~3 m w m ~~n~ O m m 'm m m IO n w » ~m j m J Q m 3 _ c $ 5 m H g~ m H n 8 o d n $ m ' + an ~ d d W < m 7 CJ 4N a m m ~m F m o N . w 3} 8 q. 5 o ~ ,m~ S a m; w m ~ = m m m gygm v ~mn p~ o 3 < ° ~ m m ~ c a a m m E5 38 o y 3 m o 3 rmnm m » x 5 a CJ". 'u m De z~ rn H V M 1 m" W) m juN---- -2005 10:35 FROM:SUMMIT CREST COLORRO 9705324352 T0:3032352857 P.2,2 KV L,/ Permit Number REScheck Compliance Certificate 2003 IECC RESrheek Sotware Version 3.6 Release la Data filename: C:1Pmgram FilcslChecklRLSchcck\Summit.rek Chocked By/Datc PROJECT TITLE: Saial# 10515 Model 901 ConSmn# 30486 CITY: Wheat Ridge STATE: Colorado HDTJ: 6158 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: U.12 DATE: 04115/05 DESIGNEWCONTRACTOR: Summit Cast / Genesis Homes COMPLIANCE: Passes Maximum UA - 257 Your Home UA = 249 3.1% Better Than Code (UA) Ceiling 1. Flat Ceiling or Scissor Thus Wall I: Wood Frame, 16" o.c Window 1: Vinyl FramaDoubleParrewith Low-E Door 1: Solid Door 2: Solid Door 3: Glass Crawl L Solid Conmetc OF Masonry Wall height: 4.0' Depth below grade: 3.0' Insulation depth 4.0' Furnace 1_ Forced Hot Air, 90 AFUE Gross Glaring Area or Cavity Cont. or Door Perinict R ` ague R-Value U-Fad _QA- 1456 3 0.0 44 1253 19. 0.0 63 136 Zd 0.350 48 22 0.350 8 22 0.350 8 19 0.350 7 627 0.0 4,0 71 0(,.I , ,rt ;12-21 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specikations, and other nlatlations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 1 a (fomnerly MECcked0 and to comply with the mandatory requirements listed in the RESdceettinspection CheeklisL Buildcr(DesigneraTdj Date_ y~ i3 .2G23