Loading...
HomeMy WebLinkAbout5725 W. 37th Avenuelo, Af City of Wheat Ridge ` Residential Roofing PERMIT - 201706257 PERMIT NO: 201706257 ISSUED: 08/17/2017 JOB ADDRESS: 5725 W 37th AVE EXPIRES: 08/17/2018 JOB DESCRIPTION: Residential Re -roof to install Laminate asphalt shingles - 23.61 sq *** CONTACTS *** OWNER (303)462-0985 HUNT ANNA MARIA SUB (720)464-6080 Blake Suttle, Drew Suttle, Bre 170432 Caliber Restoration *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 I *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,516.72 FEES Total Valuation 0.00 Use Tax 199.85 Permit Fee 204.30 ** TOTAL ** 404.15 *** 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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201706257 201706257 5725 W 37th AVE ISSUED: 08/17/2017 EXPIRES: 08/17/2018 Residential Re—roof to install Laminate asphalt shingles — 23.61 sq anature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized 1 owner of the roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with I further attes that I am legally authorized to include all entities named within this document as parties to the work to be and that all w rk to b performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER oOOR (Circle one) Date I. This permit was issued a information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. i' .1i.111�D�J9��• Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 2ol To6 2 S 7 From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 15, 2017 11:52 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 5725 W 37th Ave Anna Hunt 303-462-0985 Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Client contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Caliber Restoration 170432 303-883-9484 nm 40 S Newland St, Lakewood, CO 80226 Contractor Email Address blake@caliberrestoration.com Retype Contractor Email Address DESCRIPTION OF WORK blake@caliberrestoration.com TOTAL SQUARES of 23.61 the entire scope of work: Project Value (contract (95D1672 value or cost of ALL materials and labor) Are you re -decking the No roof? z Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No Yes 23.61 Laminate Asphalt Shingles Asphalt Main house reroof, 4/12 and 7/12 pitch, single story SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes C I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Blake Suttle Email not displaying correctly? View it in your browser. +- Caliber Restoration, LLC 40SNewland St Lakewood, CO 80226 CALIBER R E s T 0 R A T 1 0 N SUBJECT TO INSURANCE COMPANY APPROVAL OF CLAIM 0 '5 Date: _ Services Performed by: Services Performed : for: Caliber Restoration, LLC Name: � AAA mar"r, 1�{ Vh + ♦� 40 S Newland St Address S gas L/ 3 7f k Lakewood, CO 80236 City/State/Zip: W hcAAri ei e T_Co ga�i� Consumer Protection Per Colorado Senate Bill 38 (SB38), the following consumer rights are required to be disclosed to the horneouner by the contractor. Right of Rescission: Property owner may rescind a contract for services, the payment for which will be made from the proceeds of an insurance claim, within 72 hours after receiving notice from their insurer that the claim is denied in whole or in part. Payments Held in Trust: Any payment from the property owner must be held in trust by the contractor until job materials are delivered to the job site or a majority of the contracted work has been performed. Deductible Payment: Roofing contractors are prohibited from paying, waiving, or rebating an insurance deductible in whole or in part for a property, owner. General Liability Insurance Information: Caliber Restoration, LLC carries a $2,000,000 general liability policy provided by Colony Insurance Company. Agent: Peter Ashley- GIA Risk Management, 9195 W 44" Ave, Wheat Ridge, CO 80033,(30-3)423-0162 est 144 Terms The terms of this contact are conditional upon approval of an insurance claim and acceptance by Caliber Restoration, LLC. Neither the property owner nor Caliber Restoration, LLC are obligated to abide by this contract unless the terms listed above are met. Upon acceptance of this contact, die property owner hereby grants permission to Caliber Restoration, LLC and its associates the right to work directly with the insurance carrier to ensure the proper restoration in accordance to local building codes, manufacturer specifications, common construction practices, and market value. Provided all conditions listed herein are met, Caliber Restoration, LLC agrees to complete the desired repairs for a mutually agreed upon price between Caliber Restoration, LLC and the insurance provider. The only out of pocket cost to the property owner will be the deductible plus any upgrades above and beyond the approved scope of repairs by the insurance carrier if applicable. -ZLApproved by: WUADate: �O 2 Insurance Company: J+Aie- FA M Claim # !6 a_7_- yL t Caliber Representative: Date: 5Y.I-9 t- f----- i e . _CITY OF WHEAT RIDGE "`B'dilding'Inspettildn Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I'Y� Job Address: s" -7 9 Permit Number: a 01 -7 o 4;? S 7 1 goo -00 Poor-ove-cl VU ❑ No one available for inspection: Time 2 % VY AM/ M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: T7a N 11-7 Inspector: T-)> DO NOT REMOVE THIS NOTICE CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102136 Issued: 09/16/10 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: 5725 W 37TH AVE Parcel Number: 39- 251 -11 -019 Owner: Bryan WR 2020 3798 Marshall St #7 Wheat Ridge CO 80034 Contractor: Andy Scheer Scheer Enterprises 1846 S. Yank Pl. Lakewood, CO 80228 For the Following Purpose: Residential Remodel Code Editions NO change shall be made in the USE of _ 2 6 ICC /2008 NEC this building without prior notice 2006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler System C / u'1 ing Inspector Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF / COMMERCIAL OCCUPANCIES 09/16/10 13:34:14 City of Wheat Ridge Page 1 bp701 -ls PERMIT INFORMATION - 102136 mmackey PERMIT INFORMATION: Permit #: 102136 Address: 5725 W 37TH AVE Permit Type: Residential Remodel Parcel Cd: 39- 251 -11 -019 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 SetEacks- Front: 0.0 Funct Use: Unassigned Last Zone DG Left: 0.0 Subdivision: RILEYS ROOST Annex Dt: Right: 0.0 Cont Type: Brick Lot: Block No: 0 Back: 0.0 Legal: SOB DESCRIPTION: WR 2020 Interior and Exterior remodel FEES QTY DUE PAID: Permit Fee 8,184.00 188.45 188.45 Plan Review Fee .00 122.49 122.49 Total Valuation 8,184.00 .00 .00 Use Tax 8,184.00 147.31 147.31 ---- - - - - -- --------- 456.25 458.25 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 60228 3039891416 sub CLB P & M Plumbing Inc. Paul Trudell 1355 S. Welch Cir. Lakewood, CO 80228 3032109084 Sub CLA Marnady Electric Service Inc Duane Tidwell 10940 Moline St. Henderson, CO 80640 3039207101 PARCEL INFORMATION: 10 Structure Type BANC 20 Year Built 2007 30 Property Type REBID 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 -0333 09/08/10 Given to KO for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 EFI:Electrical Final Ins 08 -0192 09115110 no MV 09/16/10 09116110 COMPLETE 2 PFI:Plumbing Final Insp 02 -0636 09/15/10 n0 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 in Job Address 5 M.5 Permit Number A0 ZI 5 5�e / 7 ❑ No one available for inspection: Re-inspection required: Yes (N *When corrections have been tnade,'c� Date: Inspector: DO NOT REMOVI AM/PM �,-inspection at 303-2345933 NOTICE INSPECTION RECORD Occunancvfrvpe °'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. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB TION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Caissons iWeatherproof Heating (Underground) _ DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED / (CEG) Concrete Ground Roof g or Monolithic Building Final / French Drain Fire Department Sewer Service Lines - - -- R.O.W & Drainage - INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. ` "NOTE: ALL 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 CONSTITUTEAUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Water S ervice Lines YOUR NO (:ONCRETE UNTIL ABOVE HAS BEEN SIGN CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) i Heating (Underground) _ DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical TO BE SIGNED Insulation Drywall Screw FINALS Electrical Plumbing i Mechanical Roof Building Final Fire Department - - -- R.O.W & Drainage - INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. ` "NOTE: ALL 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 CONSTITUTEAUTHORIZATION 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 - 102136 PERMIT NO: 102136 ISSUED: 09/09/2010 JOB ADDRESS: 5725 W 37TH AVE EXPIRES: 09/09/2011 DESCRIPTION: WR 2020 Interior and Exterior remodel * ** CONTACTS * ** owner 303/501 -2784 Bryan WR 2020 go 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 ** ESTIMATED PROJECT VALUATION: 8,184.00 FEES Permit Fee 188.45 O'C'sb b Plan Review Fee 122.49 Total V aluation .00- Use Tax 147.31 ** TOTAL ** 458.25 R . 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 assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable W t Rid e' p�e9','�far work under this permit. P ans subject to field inspection. Signature ` o£ contract r/o er o 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. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan revi ,subject to field inspections. Signature Official date INSPECION 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. t iii , (A � p I -- i t.a tt'ta Jtiil'r 432S�ift5YPo1Eh1I Pfarr # 0 Building & inspection Services Division 7500 W. 29" Ave,, Wheat Ridge, CO 80033 Office: 303- 235 -2855 * Fax`. 303- 237 -8929 Inspection Line: 303- 234 -5933 Build �� Permit App cation �-- Property Owner (please print): W F -?S �E( G 2 � Pho - 5 � Mailing Address: c(iff different thann address) � Address: T_ -7- `t 7 City, State, Zip: Contractors City License #: Phone: 3 D Su b font ,acttit ;• ElectncaL 0 --4 0 1 6(-f- Plumbing: P401 ?`-` v g Mechanical: City License # City License # City License #, Desritstio :a!iriortca Contract Value:�1 _ Review Fee (d e a time of submittal): Squares BTU's Gallons _Amps Sq Ft. O WNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit . application are accurate and do not violate applicable ordinances, rules or regulations . of the City. of Wheat Ridge or covenants, easements or restrictions of record;. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the I of any entity included on this application to list that entity on this application. CIRCLEONE: (OWNER) ONTRA — O or (AUTHORIZED REPRESENTA E) of (O (CONTRACTOR) PRINT NAME: Tl''��/ �{[ (�'' a SIGNATURE: DATE: ((�� r n x y a z r s . �F "r. s/ t rJ t t ✓ z rr a ✓I c^+i � 'RepreWer z a rh 2`� /a 2 { ' � r��v�r v r5 / 2S ni cis // y✓zN M!^% FrF .N ✓-`rr a> .'� /� � r r { r r >� f '„r ? / f � x �� �5✓nyfJ/.�� � b, �y f✓'r b .✓ >> r '. U� Z � rr 3{/! E ✓ .^�GY n� � �s^'h :,.,`"s�x `n n BUILDING DEP�T2Tti7ENTrG MENDS $%✓L'7�r e.�kz ��r� � �'' r r L �' o °-ri rrtz i" r� �-r � w'.Ta vs _...f _., �5�,r iF rte, :: �� r r t, � ��, ri. � .'. .N r�u)v >M.��...*�2s ms's F n.m y� �:� ✓.7^, ,:'.ter Bldg Valuation $ Exhibit G FIECC, WR2020 NSP 2010.0 S chedule of Values hall comply with the ng codes: 2006 IRC, 2006 & 2005 NEC. Provide Builder's Risk and Public Liability Insurance $390.00 Install new CFL IiLyht bulbs in all fixtures $265;00 Repair cracks, holes, and gouges in gypsum board on all walls and all ceilings. Texture as required matching adjacent surfaces prior to $500.00 $175.00 Furnish and install and new gutters and downspouts. Furnish and install extensions on the downspouts directing water away from the $1,275.00 Sand and re -stain front porch trellis $695.00 Furnish and install new garage door opener $375.00 Re-key all exterior doors upon project completion $150.00 Caulk/seal all gaps between concrete flatwork and building $175.00 foundation Furnish and install two (2) vents. on at each gable end $345.00 Furnish and install hard -wired Carbon Monoxide (CO) detector. Confirm all existing fire alarms are in working order with new $275.00 batteries and meet local, state, and federal requirements Redirect the sump pump drain line to the exterior so it no longer discharges into the crawl space. Must discharge fluids away from $375.00 I Replace electrical GFCI device in crawl space for sump pump with $175.00 I a standard 120 -v outlet 1of3 nCJMUUe exMuu� wueL wiei a new ww -uuw wuci Replace showerhead with new low -flow showerhead $45.00 APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: 94Ao Signed: ` , Plan checker 2of3 3 of 3 Unit Cost Worksheet Exhibit G -1 WR2020 NSP 2010. Schedule of Values APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: Item Material Unit Cost Unit S gned: Plan c Plumbing Fixtures Toilet 300.00 425.00 EACH Tub 425.00 780.00 EACH Sink 95.00 175.00 EACH Faucet 95.00 175.00 EACH Shower Control 185.00 375.00 EACH Shower Head 25.00 75.00 EACH Light Fixtures Decorative - Kitchen 60.00 75.00 EACH Decorative - Dining 60.00 75.00 EACH Decorative - Bathrooms 45.00 65.00 EACH Decorative - Bedroom 45.00 65.00 EACH Decorative - Other 45.00 65.00 EACH Architectural 60.00 65.00 EACH Kitchen Appliances Refrigerator 543.00 EACH Stove /Range & Hood 425.00 EACH Dishwasher 350.00 EACH Cabinets Kitchen 3,000.00 5,400.00 Lump Sum Bathroom(s) 425.00 525.00 Lump Sum Countertops Kitchen 1,625.00 1,625.00 Lump Sum Bathroom(s) 475.00 475.00 p Sum Laundry Equipment Washer 650.00 H Dryer 650.00 H F EA Flooring Kitchen 600.00 8.30 Bathroom(s) 300.00 8.30 Wall Tile Kitchen 300.00 10.00 SF Bathroom(s) 625.00 10.00 SF Furnace 1,800.00 3,900.00 EACH Hot Water Heater 425.00 225.00 EACH Landscape Material 1,000.00 EACH Windows Large 300.00 450.00 EACH Medium 275.00 345.00 EACH Small 250.00 325.00 EACH EACH cker 1 of 1 Building Permit Permit Number YV 18906 CITY OF WHEAT RIDGE 6/29/2005 7500 West 29TH Avenue Wheatridge, CO 80033 Inspection Line 303-235-2855 0 !by ~smbeaMwd 393-234-5933 r` Residential New SFR J PROPERTY 5725 37fh Av Unit: OWNER: ~gme~rNod (303)919-63310#.30 3 -7 Description Single Family Modular with attached garage and 6'x 20' porch. Units: 1 Occupancy: R-3 Walls: 2x6 Roof: Comp Stories: 1 Sq Feet: 0 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, ruks or regulations of the City of Wheat Ridge or rare aants, 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 tr application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code N.B.C.) and ell other applicable Wheat Budge ordinances or work under this permit. GNED DATE I This permit was issued In accordance with the provisions set forth in your application and is subject to the laws of the Slate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2 This permit shall expire If (A) due work authorized is not commenced within slaty (60) days from issue date or (B) the building anthorized 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-half the amount normally required, provided no changes have been or will be made in the original plans and sped Bcations and say suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shag 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 phase of the job. 6 The lssuance ftorth,ra dspecffications shall not be construed mbea permit for, nor an approval of, any violation of the provi o ' ildin yother ordinaa ,la w, rule or regulation. Chief Building lnspecmr SIGNED DATE Wednesday, June 29, 2005 - Page 1 of 1 5 N a m M O l W 0 W C N 7 W O 'A O Cn q w CD W n W O N S G CD O O v a N 0 N a O O O r~+ o o~3 0:3 a O 'o n D CD a ~ a O cn Al CD 6 (D (D 7 3 m m 0 N a m 0 k vII C- 0 a CL CL N N 0 0 _ 0 0 CD n z ,j C 0 o v r 2 0' (D W < < rn W0 O Z W`° CA 0 m 0 qj Z -I cD v M L- O a D Q' CL O N N I- 0 O E_ M C 0 CD z Mi rt O m ' w cD < O m Z ~ v, 0. rn < Z O N -i 0 5 u -n r C) O ? s n N O 0 m 0 QN ~w G) D O Z Z c =O 3 (D r m m 0_CD O n m 2 m m c~ 3 Z _ m -n o Cn n i a v CL ID ~ CD SCD N N VI O Q. D ' O CD < _ CD 0 z z . r IJ p [1 < m a O ° 0 ~ p 3 0 CD o C 1 ' C M C CD C _ n y CL G7 Z M N o Ca O . ~ Z O C/) M , CD m C O a c fn U) 0 0 0- y n S - - CD = s m a 0 7 u O G CD 0 6 ° m " 0 ' Cn C 0 CD N w CC (D CD 7 m 0. 0 _ N W 0 =r m m » =:E 0 CD CD 0) 0 ;(D . ym CD o n X C L Cc 0 '00 0. SD 0 0 3 n 3 O Z D y w~ 5 a<D CL, CD s 0 3 3 N m O m CD ° 0 c m' - = CD a ~ Cc ) (D r- . O cn Q O O C ,0.. O z 0 N a C D +n i N' ~O Zl D m ~ "CD o m O O O m co 6E" o CD y Ln cn w m o"a o Z F CD n o c o m z C D m ) m W=. . ; Z CA a2 7, m cn -i CD 0 fD to 3 (G J,a n W, CD r m z ; 6- O I SD - oZ 0 CD < C m 3 y J CD CD o m ❑ to c ° y m O N N " ID ro CA N,0 m CD : ; am..:.. wjil 16b . .tom.\:'..^.N::^J✓`.. Y" nl^.n ni ..lM✓'.rJ`.'~/~.'W\/.Mn: iJ:ni ~nl`:'~il~iV Jan: .'✓y'.M J. i ✓t^~^~^.:.:'rM!✓✓JY!'. W Date: A Certificate of Occupancy] Completion has been requested for. nJ ADDRESS: 1~1 PURPOSE OF STRUCTURE: i ~i~l I cU Y ° 3 J .y J E~ h , Building Department Approval: i Remarks: l Zoning Approval: Remarks: Public Works Approyal• 0 ~ AJM lQ Ll7 OL Remarks: Fire Marshall Approval: . (if Applicable) Remarks-- Sanitation District Approval (if Applicable) Remarks: Water District Approval: (If Applicable) Remarks: CoJA a iM -ay. -b fur Jp pCIC °f t?J k wk^ 3041B-16(6 3/ass -90 q " , S i 0 c~ g 09 O M M O W IZ=o a c° b U n = U U CJ d w c lb ° c m0~ Q m 402 U a V CC m ~ a ~ 2 Cy^ o C4 ~ N - .3 a H Cy~ U 4 c C K N I!' I s o F c C ti Z v m a m a c ~ d a oo"o c QmNW 32 Ica o w CO) 0 3 ° F - z ~ Z aw Z _ w a co o Q a a a J ~ (L U) w `y v O O z U c J a. O C to C O LL ` Z O U c _ ~o aS 3 3 ~ LL Q C ~ 5 W L.u °c c m o U Q w a e_ ep w O J LL O EL 0 z A r R to V Z H W i J N a ~ O c < ~ g W o a Z c~ yJ I O ~ - O ° = Q o L C 2 c LL c c ~ co 3 arc LL LL O r - - F- W W G Q = W 3 co) MU Z W Z LL M V ~ _ a 0 ~ Z W V GC a Q V O COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 010R 0 Correction Notice Job Address: ~7,; 6 When corrections have been made, call for re-inspection at COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: A,&/FT ,cry to When corrections have been made, call for re-inspection at 303-234_5933 Date COMMUNITY DEVELOPMENT DEPT Inspection Services Division (303) 235-2855 Correction Notice Job Address: c FZ/111 w111 a7 ~a'✓a"~cs When corrections have been made, call for re-inspection at ins-9*%d-.r,433_ Building Permit MY OF WHEAT RIDGE 7500 West 29111 Avenue Wheatridge, CO 80033 303-235-2855 n .Y ctyast4k~.t~d(jg'.. I V Residential New SFR Permit Number 18906 6/29/2005 Inspection Line 393-234-5933 PROPERTY 5725 37th Av LOT g Unit: - OWNER: ~ame5 ~r~a~ (303)919-6331 et$3o3 `7fitr-7Ci6 Description Single Family Modular with attached garage and 6'x 20' porch. v - Units: ) Occupancy: R-3 Walls: 2x6 Roof: Comp Stories: 1 Sit Feet: 0 Ihereby certify that the setback distances proposed by this permit ap14.11.. are accurate, and do not violate applicable ordinance, rules or reimh bons -I Me City of Wheat Ridge at covenants, easements or restrictions of rceord; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by a8 candpiom-prhand on 7 application, and that I.same fail responsibility far c.mptlance with the Wheat Binge Building Cade N.B.C. aad all other applicable W4e8t Ridge aedinances,~t warkunderthispermit. , . C-- V 1 This permit was issued I. accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zaning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2 This permit shall expire if(A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned far a period of 120 days. 3 If this permit expires, a new permit may be acquired for a fee of ones-ha8the amount normally required, provided no changes have been or will be made in the original plans and specifications aad any smpenskn of abandonment has not exceeded one (1) year. Ifchanges are made or ifin spensson 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 now ofwater causing a drainage problem. 5 Contractor shag notify the Building Inspector menty-four(24)hours in advance for all inspections and ah2U receive written approval on inspection card before proceeding with successive phases of the joh. 6 The issuance t or the rags aad specifications shall not be construed to be a permit for, not an approval of, any violation of the prov" o ildin r any other ordina , law, rule or regulation. _ Wednesday, June 29, 2005 Page 1 of 1 Building Permit MY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 U`iYOfVMe~lr3dae~ k Residential New SFR Permit Number 18906 6/29/2005 Inspection Line 303-234-5933 PROPERTY 5725 37th Av OWNER: Zoning Approved By Description Single Family Modular with attached garage and 6'x 20' porch. Authorized By Building Approval Zoning Authorized On 6/29/2005 Approved By CR Must comply w/ notes and subject to field inspections. Furnace to be installed as 90% AFUE Authorized By Public Works Approval Zoning Authorized On 6/22/2005 Approved By Drainage grading certifications req'd prior to C/O. See attached sheets. Authorized By Zoning Approval Authorized On See attached sheet Authorized By Zoning Approval Authorized On Unit: (303) 919-6331 Please Note: OsMICendactor is responsible for locating properly Um end constructing improvements according to the approved plan and required 6ovtJoprnent standards, 'the City is not responsNe for inaccurate information tiubinitted within the plan sct aid any construction errors resulting from inaccurate information. Liege APF>s]" 8ingle and two. family residential ups DFB Section- 26.502 (D. 1, a & h) meet tree Per seventy (70) feet (ores J) afatreet fMntoge to be Placed tvlthln fhe fmW "ao4dar to I.Tmonee ofa evIo7cate ofnCOUNne R-1Ckt~~ l.esan one d dpg Ilk of the gmW TRC 9~/lyke~f~r4W~ ~yat~V 4.9 he landscaped. a1fltlfiLrne.Ylanninn Denart c t f t~ECllas and atzes oratrae Zoning 12/21/2005 Approved By 7H ok per attached memo dated 12/21/05 Documents from the manufacturer rhadd be for flnal roof inspection which sped roofing, matertals have been instadded to meet 110 A11'F) titr~eyseeona wind gust--- BC ~LCi-tt'AY R)Ts^.'ur'~"rrerl'~tgp!~~u..~~,~~ ~echon 26.5o (1 p l~+mauyQ /AV (j~j~ ,,M 111gs. the nrrt twenty fhy P ntlntoth uesiteshall4 linen the existing edge of orAhni/ar SUPACeal with m nwtert* (1V3H OINO QMN3HHE61dj03oX3)(iW W032iino3a1V SOW Nl N0V813S IJQLD A AO' IN!W "N 31V3H a , _t,M ORl1.313 M?l013b A`J213N3 09 jo nmiNIW V 52131V31- UVM SVJ SnJy %06 jO Wf1W1N!W V S30VNNN ( S:: , illos O~ A97~3N3 3A11dk1~S321d a !a ;e yM;o 3 Wednesday, December 28, 2005 Page 1 of 1 City of Wheat Ridge OF WHEgTP Community Development Department m Memorandum CD~p{tA~~ TO: File FROM: Jeff Hirt, Planning Technician SUBJECT: 5725 West 37`h Avenue Single Family Residence DATE: December 21, 2005 The above permit is approved with the following conditions/comments: 1. This approval is considered the final approval from the Planning Division. Disregard previous comments from the Planning Division, as conditions on the property have changed with this submittal. 2. The approved site plan is a revised site plan that was submitted to reflect the lot line adjustment, Case No. LLA-05-04. 3. The first 25 feet of drive surface area for the driveway must be paved, and all areas noted as parking areas must be paved. If the driveway is less than 25 feet, the entire length of the driveway must be paved. The driveway may be surfaced with asphalt, concrete, brick pavers or similar materials. The driveway must abut the existing edge of asphalt on the street, whether it is a public or private street. 4. One street tree must be installed for every 70 feet of street frontage. This lot is approximately 50 feet wide; therefore one street tree is required. The street tree must be in the 30 foot setback from 37`h Avenue. These street trees must be at least 2 inch caliper specimens. 5. One hundred percent of the front yard must be landscaped, excluding driveways and .sidewalks. The front yard is defined as the first 30 feet from the front property line adjacent to the street. 6. At least 25 percent of the entire lot must be landscaped. The front yard landscaping may be counted when calculating this figure. 7. No more than 50 percent of the landscaped area maybe comprised of turf. Low water turf (such as buffalo grass, blue grama grass and tall fescue) is encouraged. 8. No more than 35 percent of the landscaped area 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. 9. If the landscaping cannot be completed due to inclimate weather, an escrow must be submitted for the estimated cost of landscaping installation and quantities. The escrow shall be in the form of 125% of the value of the required landscaped area. If you have any questions regarding these or any other requirements, please contact the Planning Division at 303.235.2846, or go online at www.ci.wheatridge.co.us Residential Worksheet (SF/Duplex) Submittal requirements: Copy of Deed 0 Site Plan (to scale) Address: ,tt. A4 CLOTS Zoning: f- (C Use: S!= IT Lot Size: 516 sq. ft. Lot Width: S Elevations Property in the flood plain? ~-tl. S~ ft. V~ Maximum Lot Coverage: 9'0 % 2 d 7 t - 6 8 sq. fr. Proposed Improvements: CNme+ A++#L&rd Goruyat 14rch) Existing Improvement(s): House: 1-78-7-33 sq. ft. House: sq. ft. Addition to House: sq. ft. Shed: sq. ft. Shed: sq. ft. Detached Garage: Detached Garage: sq. ft. Other: sq. ft. sq. ft. Proposed Lot Coverage: (Total) 3 4- % (M-33 sq.ft. Required Setbacks: FR 30 S S S R Provided Setbacks: FR 30 S r S 6, r R (2 (w) (E) C N) G Ir1 00~! Maximum Height: ~f ft. Proposed Height: : ( (o ft. Maximum Size: Proposed Size: Zf'74• (r9 sq. ft. ( 76 7. 3 3 sq. ft. 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. Landscaoine Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100%r of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: I Street trees provided: f ttr-CA~3o PE-V((ar-nof✓ PT,' f ( 6 -7. 9 ( J I+ l2..z 1,05 ~ ~ > ~ , . i ~ \ I1 J a ,08"8 ,00'ZOI ~ - - . . . . ~ ~~~o,oooos 1N~WSd3 ~Jt~Nlt~~ aNd ~l.J.llllfl ~~~nvi~aa r, 3~'dlditlaQ ,96'it 4- ~ _ ~ _ _ _ ~ - - ~ ~ - f ~ ' ,i8~ aod 3 ~ No ' ; N~ ,00'0~ o tn . ~ a ,00` cs► C _C, . ~ ~b~l C - ~ r SS3~~d r SS3~~d m 3~ddS lMd~l~ ( 3~ddS ~Md~~ I r I- D D N ~ Z ~ JNI?~2~tld ~ ~ Z ~ °°o; ~A~~v Nn ~ , Z ,P ° ❑ ~ ~o~ ~ ~ ~ o~~° . , ~ ~/td Hll~ 1S~tVi 5L9~ x_ w~ ! y ~ 0 D , rn m - ~ f~ l~~l ~ s m ~ ~ Z t~ '3At( H1L£ 1S~N1589~ m D rn ' ' ~ G} ~lOl IZo~ o (Tt ' D oo ° m ' ~ ~ ~ ~ , m' . I J ! cn' ~ _T. ~ ~ m ; a~ oh, ~ m ; ZI ZI -I m . Z L~ ; ~ H~21Qd 31323~Np~ ~ H~~IOd N N N i ~ ~ ~ ~ ~ i ( N j ,og~ss m„£o,oooos ~dM3Ai~a , i .oo~za~ ~n„E ~ a3llt1J ~N1182if1~ ~ a0-~Ocz-~-~-----1 2~3llilJ ~N~f 821f13 Lf~IJ°"" - ~r 1 E t ~ ! T---~00 Oc~__"'""'_'( ~3llf1 ~ aNd 92if1~ ,00'OZ 2i3ll(1~ C A8'86 M„EO,aao45 ,00'ZO ~tdM~lllb~ , AtlM3Al2l~ ~ ~ ~ ~ ~ ~ ~ (,1~ N Ui Ul i~~~Q~ ~ ~ n~ H~~Od 313~3N0~ ~n cr~ rv H~~Od 313~~N0~ _ ~ C C . ~ •-I --I ~ i ~ ,i8~ r r= ~ ~ I tR OM[ aH! Itv . ~ . ~ C ~ I D ~ ~ ~ e=! Zcn Z ' ~ ~ ~ ~ JIVI~21d , rn W D~ O , ~ ~ w Z ~ m '~i1d Hll£ 1S~M ~ 6t~ ~ z z 0 o D ~~d F ~ ~ L10~ ~ ~ ~ ~ m~ m ~ -I u, Z ~ D , ~ ~ ~ ~ y ~ i m SS3~~ a.._. 3~ddS ~Md~~ m m ~ _ Z Z ~ ~ ~ ,96't~ m ~~.~~~NOa ~a ~.~~a~~o~ Z ~ ~ _ ~ M . ~ _ _ ~ _ ~ _ ~ ~ ~ 3~'~~+a r`--'~a 1N~WS~ ~JtlNltf~{3 dNd Alllll~ ,os'ss n~,~o,oooas 1N3WS'd~ 3JdNid~a 4Nd All~llfl ~5 ~~~vi w w ,08'8 ~ ~ ~ h ~ a r ir o} I ~~1 JQ DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: CIL Applicant: Phone # Location of Construction: 572-5 Cd- 37-4"` -vEVvr,' Purpose of Construction: .51K Single Family X Commercial Building Permit Value: DEVELOPMENT REVIEW FEES Development Review Processing Fee: (For document processing) $100.00 Multi-Family $ /'o to. ZYo Single Family Residence Review Fee: $50.00 $ -5722.00 (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): $ /S5O • co PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPRO MENTS WITHIN PUBLIC//RIGHT OSignature of Applkan it f~~ Date a ZF-7 KAFORMS & LETTERSDEVELOPMENT FORMSFee Struaurt (68-00).doc Rev 600 ~QF WF{~T O DEPARTMENT OF PUBLIC WORKS m SINGLE-FAMILY/DUPLEX BUILDING PERMIT APPLICATION REVIEW C~tORAa~ Date: G 2~_`6 Location: 3725 ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a StZ to be located at the above referenced address. Please note the summary comments below. 1. Drainage: a. Proposed Grading/Drainage Letter & Plan required: ✓Yes - No b. Lot drainage/grading to be reviewed by Building Division: sL c. Site drainage/grading plan has been reviewed and is: r/OK - Not OK; refer to stipulations. 2. ✓ Public Improvements to be completed: a. street paving/patching: b. curb & gutter. c. sidewalk: If not, the amount of escrow taken: Items escrow is taken for. Has Escrow Agreement been executed: 3. AJ14 State Highway Access Permit needed: _ Yes _ Yes Yes No No ✓No ti// Yes _ No Yes _ No 4. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: _ Yes If not, what is requested: If R.O.W. is required, has the deed been received: Yes _ No 5. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. Signature David F. Brossman, P.L.S. Date 6. X11A NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason(s) stated: Signature David F. Brossman, P.L.S. Date 7. Stipulations attached: -Yes 1,'No 8. ✓ A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (C.O) No 9. Z 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 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 (303) 235-2861 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED (ibZZlb5 Dear Contractor: ADDRESS 3725 4tj. 37"4' A-LAG.yuc In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 Residential Worksheet (SF/Duplex) Submittal requirements: Copy of Deed 1-1 Site Plan (to scale) Elevations Address: 525 W - 312" &-r - Zoning: f iG Use: F~ Property in the flood plain? 9K) Lot Size: 50Q)5 sq. ft. Lot Width: 50' V-5 ft. Maximum Lot Coverage: ~-o % Proposed Improvements: House: (33`}' t'-z sq. ft. Addition to House:. 451o sq. ft. *Shed: sq. ft. Detached Garage: sq. ft. Proposed Lot Coverage: (Total) 3~J ZI % 203 sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: sq. ft. 1,90 .52 sq. ft. sq. ft. Required Setbacks: FR 3o S 5 S 5 R 5 Provided Setbacks: FR S f S R l9 t4i^Rx Maximum Height: 3 5 ft. Maximum Size: 2b34 sq. ft. 92 Proposed Size: ox sq. ft. Proposed Height: ((a- 5J For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. *Metal sheds in excess of 120 s.f. not allowed. Landscaaine 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: Street trees provided: COMMUNITY DEVELOPMENT DEPARTMENT at " E'l y BUILDING INSPECTION LINE - 303-234.5933 o CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `°L~^°' APPLICATION Building Permit Number: Date: /~8/ t4e Owner: property Address: S/~s Contractor License No.: Company: (^104 0. 4) 37 r) n / W k$_,,~PLone: Phone: 7 ~ ~ ~ $ 84 2AZ-2," OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 18ujldino De AL Valuation Figure: ; I hereby certify that the setback distanoes proposed by this permit application are ts.~f accurate, and do not violate applicable ordinances. rules or regulations of the City of Value:$ G~-+r oco W heat Ridge or covenants. easements or restrictions of record: auatall measurements shown, and aitegabons made are accurate: that I have read and agree to abide by all Permit Fee:$ conditions primed on this application and that t assume full responsibility for comptiance with the wheat Ridge Budding Code (1.5-C) and al other applicable wheat Plan Review Fee:$ Ridge Ordinances. for work under this - d. Flans subject to field inspection. /r , uejmls . -1 DATE I/ el Use of Space (description): Description of work: .'j YyAr- .r~ /I ~ aa2~-- G X ?2G P21/ec~ Sq. Ft added BUELDING Approval: W1 Zoning: 91.1 L COMMENTS: Approval: - fORKSCOMMENTS: Approval: ok./ .Lr¢~~ G`zz~~ DEPARTMENT COMMENTS: Approval: u,1 (/b4 AWOL, JUN p g 2005 ` ,Qt~ rD PWO,0- 7D C►O, Walls: Roof. Stories: Residential Units: Electrical License No: 'Plumbing lcenset~,o: Mechanical Likensjf -No:_- Company. A~~ W n Company. 11JdU4 Company. 303 - 9"- CGS 3a3 - 33 21? -a3-S 02 Expiration ate: Expiration Date: Expire Date: Approval: Approval: Approve: (1) This par" was issued in accadanoe with the provisions set forth al your application and fe subject to the taws of the state of Colorado and to the Zorh:g Regulations and Building Codes of wheat Ridge. Colorado or any other applicable orffmamxs of the City. (2) This permit Vol mp ire it (A) the work aut hodwd is not commmwed within sbdy (90) days from issue date or (B) the building aut or rad is suspended or abandoned for a period of 180 days- (3) If this genic expires, a new pemhit may be acyuked for a fee of one-half the amount normarly required. provided no changes have been atwd be rtade w tM original plans and speem&atms and any suspmaim or abandonment has not exceeded one (1)yOr. Ifdwngas have been err tawperaion or abardo "MA exceeds one (1) yew.Ufees shelf be paid fare new permit. (4) No work of any merrier alai be done that wA charge the mural flow of rater owing a drainage pmblern. (5) Cw*aaor old rlotfy the Building kapedor twersty-for (24) hors in advance for all'eupectimrs and shat receive written apgovai on kapedion card balms proosdirg with successive phases of the job. (e) The issuance of a peril or to approval of drawls and spsdhotma shat not be construed to be a permit for. nor w approval of. awry violation ofth the pmvisiata of to bulfdrg codes oranyotlarwd'aance.law.ruteorreymiatim. AtplanrwMw is subject to raid kapadlaa• Chief Building Official COMMUNITY DEVELOPMENT DEPARTMENT of E'T BUILDING INSPECTION LINE • 303-2345933 ~o CITY OF WHEAT RIDGE ^ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235.2855) `Dta+~"' APPLICATION Building Permit Number: Date: Property Owner: /J property Address: s" r%25 w 37 61 ~Q' i uj" -phone: Contractor License No.: , . Company: cnvx oc r. Phone: 70-e-/ ~S-_$ OWNERiCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ] Building Degt Valuation Figure: $ 1 hereby car* that the setback distances proposed by this permit application are accurate, and do rat violate applicable ordinances. rules or regulations of the City of ValUe:$ ~ C1t90 Wheat Rage or covenants, easements or restrictions of record: Metal meawremarb v 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 fun responsibility for compliance with the wheat Ridge&nltlirg Code (I.e.C)and al othe applicable Wheat Plan Review Fee:$ Ridge Ordinances. for work under this permit flans subject to held inspection. Use T2X:$ IOWNERNCONTRACrOR): SIGNED DATE I Total:$ Use of Space (description): Description of work: .5i 6; - 9ht~ G X 2~ /-o/ Sq. Ft. added t Electrical License No: IPlumbing License o: Mechanical Licensp No: Company. may, W Company. ~J~1 Company: TAJC 303 - 9"- a~6S 3a3 - 33 z 2 a3-S32 _4 ?Z'`1 Expiration Expiration Date: Expire Date: AADproval: Approval. Approval: (1) This lremw was issued n 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 Buildng Codes of Wheal Rage. Colorado or any other applicable ordinances of the qty. (2) Ttfs permit staff expire it (A) tiro work auMOdZed is not commenced cumin sbdy (90) days from issue data or (B) the building au0arired is suspended or abandoned for a period of 180 days. (3) 8lift permit expires, a new permit may be atputred for a fee of or*4*dthe amount normally required. provided no changes have bean or wi be made in the original plans and specifications and any suspension or abanndonmem has not exceeded one (1)year. N changes hen been or NSuspension orabandanmatexceedsone(1)year. fun tees shall be paid for anew permit. (4) No work of will, roamer shall be done that wit charge the mural lbw of water causing a drainage problem. (5) Cora aclor shall no8y the fegmg Inspector liveKydov (24) hags in advance for all Inspections and shall receive witsm approval on kspec8orh cad before prooesd6g with successive phases of the job. (6) The iwuance of a peed! or the approval of drawings and specifications shat not be conatrued to be a pemmt for. nor an approval of, any violation of to provisions; of Oro building codes oranirother or6mrroe. law. rub or regWaem. Allplan review Is subject to field Irspedlors• Chief Building Official COMMUNITY DEVELOPMENT DEPARTMENT pF WHE~T9 BUILDING INSPECTION LINE-303-234-5933 o, CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `°t~^°° APPLICATION Property Owner: Property Address: Contractor License No.: Company: Cep.. oc 1 . 9 F permit Nu OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT BLI)fI%n C 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; Ithat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat FP1 Ridge Ordinances, for work under thlrmd. Plans subject to field inspection. (OWNERMCONTRACTOR): Use of Space (description): Description of work: .5i - Sq. Ft. added Ph°~= La~~a w gee_$ BUILDUNG DEPARTMENT USE ONLY 7J" NG COMMENTS: Approval: Zoning: DING COMME NTS: ( C yo ll k- iM e Lt l" ~,J Approval: G 0IC WORKS COMMENTS: ~l Approval: L' DEPARTMENT COMMENTS: c<' c Approval :upancy: ~j Walls: ~ Roof: u,,a Stories: ~ Residential a Electrical License No: „ APlumbing L'ICeflse yy,o: Company. iQK,~ta CAJ Company. T4J 303 - 2Z9- 0-565 303 - 33 z Expiration Date: Expiration Date: 1 /y Machanica)C_~ CornPan ens sL, _ No: ~Ptre -n ate: -c3?z r01 al: (1) This permit was issued in accordance with the provisions set forth in your application and is Subject Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or a to the the city. nY finer aPpl el of the State , Is (Z) I hthis permitte>piw imps nnaiApermit may be acquired for a f of one-half the amount days from {3) ~.~~le or (a) buiio 9r have been or will be made in the original plans and specifications and any suspension «abarogh ment has nol no (4) (1) yew. If changes doif suspension or rm that VA change the ~ flow woft (1) yew. fun ater causing a fer~~~., ~ be Pahl for a ~ededns No work of any manner r shebeen lf be or (5) Contractor shat ratify to Butnfahp Inapacior twernty-tar (24) haws in advance for all {nsp~ s prob. ~R new approval on inspettiorh card before proceeding with successive phases of the job. and sha0 rece (6) The issuance of a permit or the approval of drawings and specifications shah not be con sle h'e 10 be a p aMdviolation of the building codes or any other ordinance, hall,, rule or regulation. pe~ ~n Chief Buil ' g Official 0 o• ~Q V a o' C 9 Q u a d 0 o n a a C v a o m L 0 (n s ro ~ 7 ee « 9 e :9 u ~ d n Y °~Wwrt rr ~ ` EA HIV DGE ER iblWtUC (303) 4Y2844 • PAX (A) 43 _ 6827 W. 38th Avenue -'TO. Box 637 •-Wheat Rid Y 5, 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 thl 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 ali 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. \%,Y►, ~~yo~ ?2(, y fO,..z/)dlr6 B ,d x- /~o~ ~~e o it f GQ 4T3144'- Owner/Applicant Address Phone Service Address S Legal Description Lot Block 806 Building Use: Connection Type and Number: e Single Unit Dwelling -Z- New Construction _ Multiple Unit Dwelling (Unit _ Extended Construction _ Commercial _ Other Other 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 -4 n3-A 31 - -all for inspection at 303-91 2-377b 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 APPROVED: os O er/ pli a t ate District Agent Date District Engineer Date Inspected by: Name Title Date of Inspection Date of Connection METRO WASTEWATER RECLAMATION DISTRICT FORM WHEAT RIDGE. INFORMATION AND CERTIFICATION OF SANITATION DISTRICT P.O. Box 288 CONNECTION 1'0 SEWER SYSTEM SERVED BY Whcal Ridge, CO 80034-0288 Local Application/Permit Connecting Municipality/Special Connector Sewer No. Date Associated or Contracting Municipality Water No. Date Service Area Code - ' CUSTOMER DATA: Owner Name Nkes f RyO~ Mailing Address 7442,9-&,w"0k6# 0 Go go4149S Telephone City/State/Zip 10702A'Is0 SERVICE LOCATION: Service Address CIO— Legal Description SERVICE DESCRIPTION: -New Connection or -Altered Connection (Explain in Remarks) Sewer Water Lateral Size in. Service Size re in. Meter Size in. Trunk Size in. Tap Size in. Main Size in. Tap Location Tap Location Water Supplier SFRE ASSIGNMENT: Single Family Residential (Refer to Section 7.4 in the Rules & Regulations) Type of Residence ~G S.F. Detached Dwelling _ Mobile.Home Multi-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 [ ] Reduct ion Requested PAYMENT MADE BY CUSTOMER: DATE OF CONNECTION: AMOUNT $ DATE Connection Charge Amount Signature Certified By Date 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 JEW.) Mar 16 05 05:00p WHEAT RIDGE WATER DISTRICT 2005 TAP FEE INQUIRY NAME /CA& 3 r 05r2/ .64 '3 DATE 3/ 0 ~sb PHONE NUIBBR _ ADDRESS 3 7 _ SINGLE FAMILY V DUPLEX MULTI F 4Y COMMERCIAL - FIRE-LINE LOT SIZE TAP SIZE _ ~ BASE FEE SQ. FT. X-., DROUGHTSURCHARGE TOTAL S?u/S-.~• ~'F/J~S rT 7' A C. 17 p.5 3z1a . n,6 2.444_ z4. /A 4 so a . yo 1; 4444. 4-~ ~ DENVER WATER SAME AS ABOVE -4 0944,2, DROUGHT SURCHARGE Af14 LABOR FEE '10"60 TOTAL STV 43 -Io r t=llo ~16 7w 3, 444 lr,.,4,--- 0&A-# e NOTE: FEES SUBJECT TO CHANGE WITHOUT NOTICE ^fi9 y~q_ ,Uq PRISCILLA I. PITT E2-659/1070 1004 CONSTRUCTION ACCOUNT 0000266177 4125 SILVERTHORNE COURT LOVELAND, CO 80538 \ DATE PAY TO N e4.4 V LA, A $ ~t d~ THE ORDER OF ~ s 4-ue Ypu jO DOLLARS 8 m„„ 7wu 1130 Main Street JWEWiFRONTIER BANK Windsor, CO 80550 P 970-674-9080 MEMO 4- PRISCILLA I. PITT CONSTRUCTION ACCOUNT 4125 SILVERTHORNE COURT LOVELAND, CO 80538 1 ez-sssi/mo \V/(~ Il/.°/. 000626077 ATE 1003 $,q,){x/yr~,o Gp u-4 80 /`O.~ ~ 1130 Main Street NTIER BANK Windsor, CO 80550 (~~u~u/~~//// 970.6 74 -9080 MEMO ),I Nce o _ , x~ 04/07/2005 14:32 3038317585 CANYON TITLE CO PAGE 01(04 WARRANTY DEED THIS DEED, dated February 14, 2005, between BSG 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 8, Riley's Roost Subdivision, County Of Jefferson, State of Colorado. also known by street and number as: 5725 West 37th Ave., Wheat Ridge, CO, 80033 assessor's schedule or parcel number: 3139-441526 M TOGETHER with all and singular the hereditaments and appurtenances thereunto Q belonging, or in anywise appertaining, the reversion. and reversions, remainder and remainders, ( (j 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; 0 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 grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, 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.. IN WITNESS WHEREOF, the grantor has executed this deed on the date set forth above. Pre7z Edwar 3. Kaufman ' apacity to Manager of BSG D opment .III, LLC STATE OF COLORADO ) )ss. r~nr nt7-ar ~r ~r~r~-nn n.»t ~ ~5~8s APPLICATION AND PERMIT TO LAY DRAIN AND TO MAKE SEWER CONNECTION 8 9 s Dist. Box 288, Wheat R' ge, Colorado No.--.A--.---- Ph. 4247252 - - 49•------------ S To: Wheat Ridge Sanitation District Please issue to.-~.T(_.3~.X.--/'~i.~,~~~ Contractor, License No......... .y-Q-.2 permit to lay a Drain inches in diameter from (Indicate kind of property) IC lJ1l 9A65%AAr a.&e----------------------• owned by Z...D.Y. F.I+Qe~/rI~~YT.--~'----------, located at ~7a /U • . 3-'~.T St~ X,t Vheat Ridge, Colo., said drain to connect with: ............Water closets Y/---. Laundry tubs ............Baths 5 ...........Lavatories .-----------Sinks 1 ............Floor drains Said drain to be laid and connection made under the regu- lations of the Wheat Ridge Sanitation District. Building has been inspected and is properly vented. Owner Byl"*l !8,-Agent The foregoing application is granted and receipt is acknowl- edged for payments as follows: Inspection fee----------------- $ -7--.. Connection to be made at ................manhole plus feet. WHEAT,/RIDGESANITATION DISTRICT By..--4iL.4(.--111aZ. f_-'------------------ • 19......... r Connection approved Inspector. Wheat Ridge Sanitation District permit No: -"P to 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. 't frhe.S Owner/Applicant " V Address D n Phone -,97ZC!9 Lt) 42-S~ GC) ~e ~t 12~ e si Service Address Legal Description Lot Block Building Use: Connection Type and Number: _ZSingle Unit Dwelling _,L4New Construction _ Multiple Unit Dwelling (Unit _ Extended Construction _ Commercial _ Other Other 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 303773-16o.5%all for inspection at 303-773-1605 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 APPROVED: wner pplican Date T J144 4Lttzez~: 5e District Agent Date Act w Engine ate Inspected by: Name Title Date of Inspection Date of Connection METRO WASTEWA'T'ER RECLAMATION DISTRICT FORM 1 WHEAT RIDGE INFORMATION AND CERTIFICATION OF SANrrAIION DISTRICT P. O. Box 288 CONNECTION -1.0 SEWE R SYSTEM SLRVI:I) BY Wheat Ridge, Co 80034A288 Local Application/Permit Connecting Municipality/Special Connector Sewer No. yy1~ ~ Date ~ Associate or Contracting Municipality Water No. Date Service Area Code - Owner Name Mailing Address City/State/Zip SERVICE LOCATION: Service Address Legal Description SERVICE DESCRIPTION: New Connection or -Altered Connection (Explain in Remarks) Sewer Water Lateral Size W in. Service Size -')q in. Meter Size in. Trunk Size in. Tap Size in. Main Size __in. ' ti Tap Location on Tap Loca . „J riot , Water Supplier i ,z/f -7- X,62 2- +FE /V07-C-& ,E ASSIGNMENT: Single Family Residential Type of Residence No. of Living Units _ Other Than Residential Building Classification Use of Building (Refer to Section 7.4 in the Rules S.F. Detached Dwelling _ Mobile Home _ Multi-Family Structure _ Other (Explain in Remarks) Assigned SFRE- (Refer to Section 7.5 in the Rules Commercial -Individual & Regulations) & Regulations) Public Other SIC Code Assigned SFRE Check if applicable, and attach required documentation/certification: [ ] Exemption Requested [ ] Reduction Requested PAYMENT MADE BY CUSTOMER: DATE OF CONNECTION: AMOUNT S ✓l'J.~DATE ` a o Connection Charge Amount Signature Certified By Date 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. rm u, J.... f6/i .163 l~ X212 . G~~ o Telephone 1~ N 87.30*480 IW 5. _l0.vlY O°QU~. 101 UTILITY AND a a DRAINAGE EASEMENT to ^ SEE NOTE 3 mQ- =N o two LOT 6 I o iz5' 6,948 SO. FT. 1 9.15 o 50.85 S89.46'35- LOT 7 5,126 0 S6 .FT. 0° c1 ~~71~► 50,$5' o 59.46' 350E , O O I 5 085 l SO.FT. 00 C I 5725 O $89.46'35'E 50.85' 60.85' 89°46'35 7000 V. N C N ov, Zh CON 0W 2 J Q - F- WWO O~Q < OI- 'U C o>Z c Zq.0: 's G co Q) U W HW 5765 LO.aJ °46'35E1 I bwW LOT 5 col 5,125 SOFT. oo -l CA A& O $89.46'35'E 7 c LOT 4 0l 5,084 SO. FT. oI Sbl5 S89.46'35'E 50.84' I I f I I I I II~~;~" ~ I I I_ I ~ZN~ \ n II m I I I -i ooN; \ 4 = \ \ J i m Ili I I INI m4 _ =48=:-Z ti VI J II 100.00' / 100.80 106.07 / (~p / I . I I O o z/ O o OQ / N ~2~ s~Al` I+I Q I cn cD \ / Cp i yN ~ Ial I \ I I - ~?3 N my M I 100.00' 100. 0' 60.75' I w / I I N I I o/ N ro INI w J7747 - - - - - I I W ~ III / II I L / I ~ N 11 ~I I \I ------t0CY00' 29 100. 0 / I ro II II L/ I / ► I 0 cn cn I C N \ r Ln- II -~3p~ ~ \ \ I w EATON ST., 30~y m \ / \ o 20.Y FRONTAGE I t L _ a7oo-ou - - \ \r 1 4.80, \ \ 95`10' _ 10.9 ' n \ - Z \3 L-J L -J r High Plains Engineering uupprr ~ . 7N 736 0enverAvenue • Fort Lupton 0080621 Phone 303-857-9280 • Fax 303.857-9238 SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS Prepared For: BSG, LLC Attn: Ed Kauffman 13490 Lafayette Court Thornton, CO 80421 Job Site Located At: Lot 8 Riley's Roost Subdivision Wheatridge Jefferson County, CO February 8, 2005 JOB #05-4404 Todd M. Schroeder P.E: AGREEMENT OF PURPOSE AND DISCLAIMER: The parties specifically agree and contract that the purpose of the provided subsurface investigation is to test, analyze, and provide geotechnical recommendations for the proposed building and/or residence. This report presents a description of subsurface conditions encountered at the site, recommended foundation system, and design and construction criteria influenced by the subsurface conditions. The opinions and recommendations presented in this report are based on the data generated during this field exploration, laboratory testing, and our experience. A foundation design sealed by a Professional Engineer is required to obtain a building permit but is not included in this report. The parties specifically agree that High Plains Engineering has not been retained nor will they render an opinion concerning environmental issues hazardous waste or any other known and or unknown conditions that may be present on the job site, since this is not our area of expertise. LOCATION AND SITE CONDITIONS: I This report represents the results of the data obtained during the subsoil investigation for the proposed single story, single family home at Lot 8, 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 1.5% to the North. The lot appears to be well drained with no erosion evident. The depths of foundation construction are anticipated to range from two (2) to four (4) feet below grades that existed at the time of this investigation. It is anticipated that final grades may be adjusted to accommodate drainage and construction depths. It is recommended that we review the final grading plan to determine if any revisions to the recommendations presented in this report are necessary, SUBSOIL CONDITIONS: Two, four inch diameter holes were drilled to a depth of twenty five feet at the building site on January 28, 2005 as shown on the. attached site map. Samples of the soil were taken at two-foot intervals. These samples were analyzed in the field and laboratory to determine the characteristics of the soil (per Unified Soil Classification System) for identification and foundation design. In general, the soil profiles in test holes # 1 & #2 indicated Sandy Clay (SC) to a depth of 1 foot, underlain by Clay with Low Plasticity (CL) to a depth of 5 feet. Sandy Clay (SC) exists from 5 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 Job# 05-4404 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 a consolidation potential of 0.6% at a depth of 7 feet, and an expansion potential of 2.6% at a depth of 16 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 REPRESENTATIVE SLAB PERFORMANCE PERCENT SWELL RISK CATEGORY (500 PSF SURCHARGE) LOW 0 TO <3 MODERATE 3 TO <5 HIGH 5 TO <8 VERY HIGH >8 Source: Colorado Association of Geotechnical Engineers, Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), 1996 GROUNDWATER: Groundwater levels were recorded at the time of our field investigation; free water was encountered in test hole # 1 at a depth of 19 feet. The groundwater can be expected to fluctuate throughout the year depending on variations in precipitation, surface drainage and irrigation on the site. The possible presence of shallow bedrock/dense clays beneath the surface is favorable for the formation of "perched" groundwater. We recommend that the bottom of the basement or crawlspace excavations be maintained at least 4 feet above the free groundwater level. The ground water levels recorded represent the free, static water levels after equalization of hydrostatic pressures in the test hole borings. It is possible that the groundwater levels recorded in the test hole borings may not be present at those levels in the foundation excavations. Flow rates, seepage paths, hydrostatic pressures, seasonal groundwater fluctuations, water quality and other factors were not determined in this investigation. A program, which may include special well HPE 2 Job# 05-4404 2 of 7 construction, test procedures, long-term monitoring program and analysis would be necessary to determine these factors. I 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. I 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 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. To help prevent secondary damage that could be caused by slab movement, the following construction techniques are additional recommendations for the foundation construction. HPE 2 Job# 05-4404 3 of 7 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 1/2 inch expansion material or by sleeving. Vertical movement of the slabs should not be restricted. b.) Eliminate plumbing under slabs where feasible. Where such plumbing is unavoidable, it should be thoroughly pressure tested during construction. c.) Place the slab directly on the undisturbed natural soils, or properly compacted fill soil. Floor slabs and footings should not be constructed on frozen sub grade. Slabs should be reinforced with rebar, wire mesh or fiber mesh to help control crack separation. 2. Provide frequent scoring of the slabs to provide joints for controlled cracking of the slab. Control joints should be placed to provide approximate slab areas of 150 square feet, with a maximum dimension of thirteen feet between joints. The depth of sawed control joints should be '/4 of the slab thickness. Install a good quality sealant in these joints to prevent surface discharges of liquid from penetrating slab sub grades. 3. The soils that will support the concrete slabs should be kept moist during construction by occasional sprinkling of water. The soils should be moistened to 2 % optimum moisture within 48 hours of pouring the slabs. This procedure will help maintain the moisture content of the underlying soil. **Heavy watering or pooling of any kind next to the foundation or within the backfilled area is not recommended.** 4. A minimum void or clear space of 3 inches should be provided at or near the bottom of all non-bearing partitions. In finished room areas, all drywall and paneling should be stopped approximately 3 inches above the top of the slab. This will allow some space for upward movement of the slab before pressures are applied to the wall and upper levels of the structure. The builder should provide a '/2 inch space at the bottom of all doorjambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. 5. If a forced air heating system is used and the furnace is located on the slab, we recommend provision of a collapsible connection between the furnace and the HPE 2 Job# 05-4404 4 of 7 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: The foundation and retaining walls must be well cured and well braced prior to backfilling. Any soil disturbed adjacent to bearing foundation components are to be re- compacted to a minimum of 85% Standard Proctor Density (ASTM D698). Backfill that bears concrete slabs shall be compacted to 95% Standard Proctor Density (ASTM D698). Mechanical compaction methods shall be utilized, (water-flooding techniques are strictly prohibited). See Compaction Section for more information regarding compaction requirements and techniques. Proper drainage away from the foundation walls shall be provided. The owners are advised to immediately fill any settled areas to eliminate water accumulation near the foundation. A minimum slope of 12 inches in the first 10 feet from the perimeter of the building is recommended. Roof downspouts and sill cocks should discharge into long concrete splash blocks (5 feet long min.) or into gutter extensions to deposit runoff water beyond the limits of the backfill soil near the foundation walls. Plastic membranes should not be used to cover the ground surface immediately surrounding the structure; geotextile fabric should be utilized for weed control. Any drainage water from uphill shall be diverted around the structure. Sprinkling systems should not be installed or direct water to be within 10 feet of the foundation. The owner/builder is also advised that irrigation lines can leak and/or break, resulting in release of excessive amounts of water near the foundation. This can cause damage to slabs and foundation walls. WATER ACCUMULATION AROUND FOUNDATION ELEMENTS IS THE MAIN CAUSE OF DISTRESSED FOUNDATIONS. COMPACTION: Placing Fill. No brush, sod, frozen material, perishable material, unsuitable material, or stones of four inches or greater in maximum dimension shall be placed in the fill. The distribution of the material on the fill shall be such as to avoid the formation of layers of materials differing substantially in characteristics from the surrounding materials. The materials are to be delivered to the backfill surface at a uniform rate, and in such quantity as to permit a satisfactory construction procedure. Unnecessary concentration of backfill machinery travel tending to cause ruts and other hollows more than six inches in depth, are to be re-graded and compacted. After dumping of fill material on the backfill surface, the material is to be spread by approved methods in approximately 6 inches compacted thickness. Moisture Control. The material in each layer shall be compacted by rolling and shall contain the optimum moisture required for maximum compaction, as nearly HPE 2 Job# 05-4404 5 of 7 practicable and as determined by the soils engineer. The moisture content shall be uniform throughout all layers. If in the opinion of the soils engineer it is not possible to obtain moisture content by adding water on the fill surface, the contractor may be required to add the necessary moisture to backfill material in the borrow area. Compaction: When the moisture condition and content of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 95% ASTM D698 (Standard Proctor Density) for slab areas, and 98% ASTM D698 for footing and/or pad areas. A Standard Proctor test is to be performed for each typical fill material and frequent tests of the density of the fill must be taken. In general, to compact cohesion-less free-draining materials, the above guidelines also apply. When compacting cohesion-less free-draining materials such as gravel and sand, the materials shall be deposited in layers and compacted by treads of a crawler type tractor, surface of internal vibrators, pneumatic or smooth rollers, power or hand tampers, or by any other means approved by the soils engineer. The thickness of the horizontal layers after compaction is not to exceed 6 inches compacted thickness if compaction is performed by tractor treads, surface vibrators or similar equipment, or not more than penetrating length of the vibrator head if compaction is performed by internal vibrators. When the moisture content and condition of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 95% ASTM D1557 (Modified Proctor Density) for slab areas, and 98% ASTM D1557 for footing and/or pad areas. RADON: Most counties in Colorado have average radon levels (measured in home) above the U.S. EPA recommended "action level" of 4 picocuries per liter of air (pCi/1). Results of a 1987-1988 EPA-supported radon study for Colorado indicated that granite rocks, in particular, generally have elevated levels of uranium. These rocks have the potential of producing higher than average levels of radon gas in the home. Increasing ventilation of basements and crawl spaces and sealing of joints can mitigate build-ups of radon gas. This mitigation is best implemented during the design and construction phases of residences. The Colorado Geologic Survey {www.dnr.state.co.us/geosurvey} and the U.S. EPA twww.epa.gov/iaq/radon} are both good sources for additional radon information. CONSTRUCTION DETAILS - GENERAL COMMENTS: In any soil investigation, it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in the field and laboratory testing. The accompanying design is presented using best professional judgment based on the limits of the extent of testing commissioned by the client. Our experience has been HPE 2 Job# 05-4404 6 of 7 that at times, soil conditions do change and variations do occur. These may become first apparent at the time of excavation for the foundation system. "If soils conditions are encountered which appear different from the test borings as presented in this report, it is required that this office be called to make an observation of the open excavation prior to placing the footings. The cost of this observation is not part of this report.' This project should be constructed by a qualified contractor with experience in similar projects. The owner/builder is advised to observe and document the construction process to ensure the construction is performed in accordance with the design drawings and technical specifications. This report does not address general hillside stability, landslide potential, and/or other natural hazards. Several areas in the Colorado Front Range have known geologic hazards associated with them. We recommend that readers of this report educate themselves further as to the existence of geologic hazards on or around their specific property of interest. The Colorado Geologic Survey fwww.dnr.state.co.us/geosurvey or 303-866-26111 is a good source for publications (maps, reports, etc.) dealing with specific geologic issues and/or issues related to specific geographic areas. The foundation and retaining walls must be well cured and well braced prior to backfilling. DISCLAIMER: We do not guarantee the performance of the project in any respect, but only that our engineering work and judgments rendered meet the standard care of our profession. The presence of underground workings (e.g. coal mines) and subsidence potential from any workings was not part of this investigation. The owner should contact the State and County agencies to determine if mining has been conducted in the area and if any precautions are recommended. THE PARTIES SPECIFICALLY AGREE THAT HIGH PLAINS ENGINEERING, INC. HAS NOT BEEN RETAINED NOR WILL THEY RENDER AN OPINION CONCERNING ANY ENVIRONMENTAL ISSUES, HAZARDOUS WASTE OR ANY OTHER KNOWN OR UNKNOWN CONDITIONS THAT MAY BE PRESENT ON SITE. DUE TO CHANGING TECHNOLOGY, BUILDING CODES AND CITY/COUNTY REQUIREMENTS, THIS SOIL REPORT MUST BE USED WITHIN ONE YEAR OF THE DATE ON THE FRONT OF THE REPORT OR MUST BE REVISED. HPE 2 Job# 05-4404 7 of 7 5ANDY CLAY (SC) Blowcount5 1311 Blowcounts 17/1 WATER TABLE 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 501L PROFIT F # I CLAY WITH LOW PLA5TICITY (CO SANDY CLAY (5C) CLAY WITH MEDIUM PLA5TIC(fY(CU 129u 0% 8% G% 4% 290 0% -2% -4% _G% -8% -10% x x S131L TYPE OLE! DEPItt LL P.L P.f. E%PANSION CONSODDA ON I 7 NON-PLASUC 0.6 5ANDYCLAYI5C) 12% 10% 8% G% 4% 2% 0% -2% -4% -6'90 -896 - 1096 GRAPH OF 5UCTEEN FOOT DEPTH X x SOILTYPE OLE! LL P.L P.I. EXPAN510N CANSDUD - I I6 47.2 29.3 17.9 2.6 CLAYWITH MEDIUM MA5DON(CO JOB NP. 05-4404 ON: P DATE: 02RYYD5 . RILEYB ROOSTSUBD MIS L DRAWN: JASON WHEATPOGE CHECK) - JEPFER50N COUNTY. CO GRAPH OF SEVEN FOOT DEPTH FOUNDATION GOADING DETAIL DECORATIVE GRAVEL OR STONE AREA ~-METAL OR WOOD EDGE FOUNDATION WALL Wf I12'5PACE AT BOTTOM TO ALLOW FOR THE RELEASE OF WATER 6EOTEXTILE 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 ~BACKFILL AREA7 CONCRETE FOOTER - GEOTEXTILE FILTER FABRIC GRADE • • OR EQUIVALENT L WELL SLOPED- 12" PER 1 OFT. MIN. 10 MIL PLASTIC LINER GLUED TO WALL WITH FIBERED ROOFING ADHESIVE OR EQUIV. AND EXTEND ALONG BOTTOM OF EXCAVATION TO A MINIMUM OF 6 INCHES ABOVE BOTTOM OF PIPE ALONG EXTERIOR OF EXCAVATION v I L-17' MINIMUM DEPTH OF 314 TO 1-1/7' CLEAN RIVER ROCK 4" DIA. PERFORATED PLASTIC PIPE *RIGID PERFORATED PVC PIPE IS PREFERRED* DETAILS OF CRAWLSPACE PERIPHERAL DRAIN 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. SITE MAP LOT 8, RILEY'S ROOST SUBDIVISION WH EATRI DGE JEFFERSON COUNTY, CO PROPERTY LINE WEST 37TH AVENUE LEGEND ® Percolation boles X Percolation Profile Hole A Soil Profile bole f o 00.24 LO N z Im - j ( ~ Z = au ,oo~ot r ,00.00L ~ M„£O,OO.OS ~ OU8 ~ z o 0 M„£O,OO.OS Ezz S! a~> a~ W o N a~~ n o Fv m (8 LD` -L) 3ANG 3-LVAI'ld a-°°$a ~O U _ w wp°w Z a M„£0,00.05 N ,0000 l "~'Jlac m oM„£0,00.0 N 0 p p F -l I - a - Q lo~ Ni i^ X00`0 •00.4 ~A061I L-. 00 ZZL t1w N wi C~] - `z ? •3AV H1L~ 1S3M SZLS I - z~ ooo _ ~z F Z w d 12.00' ow~ow ~ 8 10-I ? LL a~ Lr) I d{ ~ c0 d} E I Nii = m ~Voo m ILL lQ r. o O -0 Lo n F- V) M j==uo]/.g oo sty oo.t~ o w ~ w a A aGLL ~C l SP-auryuaiaOV lwwa~gd i7 J N W,.0 7 o o I .S£'OC is w,-D,ixr 00.44 ro ' I ~ U ep~ Z ~ o O1 12.00' III 00"o t 0 z s m M„ £O,OO.OS ^ 00'OOl waw3sva F = r~ "UZ 39vwwa'8 unun s 06 _ M„£O,OO.OS Z Z Z_ a F- % J Q O OZ o 0 U _o O zp=V - - - m - 0 o== i~ Li i- 000 ~ 9zz3 QQ cwd ►a" ° °r ^ZWQ < Ro<u i- } u - Q C o N w ~0~ W _ LL ° o Ca LL Z)or0 (d OO O~N N 11 JDN =Q w cc: NI- ~Q N0 `n ® U Q Ln (n 0 y o ( [ENIES 3 HONIES 22 IJ CU 11 70IH LAH[E P000 00K ~0 g B ERYLrl OM cc, 00513 COLORADO B MLii GENESIS mwmm~ HOMES DEALER: BZ DEVELOPMENT CUSTOMER:LOT #7 MODEL:901 #30609 NOTE: Genesis Homes reserves the right to make changes at any time in prices, specifications and design without notice and/or obligation. All dimensions and specifications are nominal and subject to change. It is also the responsibility of the Retailer/Builder/Developer/Consumer to verify and submit specs to all regulatory agencies including but not limited to Cities, Counties, protective covenants, ect... prior to ordering the home. All changes required by local regulatory agencies will be the responsibility of the seller/buyer unless properly submitted to the manufacturing facility prior to the order placement and acceptance. All changes will be considered on a case-by-case basis and charged accordingly. Genesis Homes will not take responsibility for additional requirements without having full knowledge of such at the time the order is placed. All design details and notes are suggestive only and are subject to the jurisdiction of the state and local codes. See local building department for frost line and soil requirements. MUST BE SIGNED BY DEALER and/or CUSTOMER BEFORE CONSTRUCTION BUNN u CHIES=r F\ F1 -LF I NN J-L ON \\~[ELI\JES-s 0 ILE LSCSZ CUL LJ VOM LME PoOo B OK 1 0 ° EWHOUD,, CO. 80513 COLOMBO ° UL7 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 4 CRAWLSPACE DETAILS 1. WALL STRUCTURE 5. ROOF STRUCTURE 9. STAIR STRUCTURE IF APPLICABLE) 10. SPAN 5GPEDULE5 11. FASTENING SCHEDULE 12. MODULE ASSEMBLY P-1 DRAIN, WASTE, & 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-I1RC-20609 2411 STRETCH 24" STRETCH 4' 14' 31' 9 3/4° 31'-4, 44' 36 t 36 YE 36 I 0V 30 6V F3 31 MASTER I ~ BEDROOM DINING DS 4R KITCHEN _ C I C T2 AD l © 39 0 LI ~Vl 1$1 RE i 9 ; A REQ'D VENT: 9,6 191 REQ 'D LIGHT: Iw 1 71 S REQ'D VENT: 96 31V2 i» m r 13'-I I n 1 1 J PLANT SHELF 11'-03/4" "``IIII~~~~ ~,6 : pj 8'-5 V4° 1 6 1 , 3 -I IR" + ° 37 SIR m 3l4 31 IR 1 1 1 ~~c Fn' 5 3 _S _R - - 20'-1112" PJ 23'-41R" 39' R 100 N4 25V 129'-b 3/4° SOPPORR POS 2513 25y 5 p 5 28 I 31 145314 ® C L VINO ROOM _ 3lV _ e B RM #2 REQQ''D LI 1151, V9 c 11 VENT: 4. RFQ f m A A= plb RE D L_14T101 NT51 + BDIM#3 AREA=2536 REM)LIGHT: 203 ENT 10 1 WQ'D D VE : V . ; \ ' 35 I 3 60VE 46 0V RATED -6 3/4' D004' 22 IR -6 I/4° T-210, 11'-0 3/4" 0'-9 V4° 2 11-13/4' 42' 45' INS. 20'-0 1/4° 29'-11- 30'-5° 12" STRETCH 12" STRETCH 24' GARAGE READT (DRNIALL ONLY) i I I i I I nl I ! & II fl i ! I 1 li 23 ) 23 11 f1 23 J. 3I 33 33 1 31, 3I 3I 30'-411 CCII IIMMOSP CREST HONES R E v 1 s I o N S SY ENG. eT J: DE HEADLEY n~ 901 II' C 0(009 2221 ~na+ Po AD W. II w ~ FLOOR PLA H COLORADO EJILT DIVISION 22 I I GATE: 01-04-2005 I I DEVELOPER SERIES 05/10/2005 03:00:55 PM 901-IRC-20609 24" STRETCH I MASTER 4-D BEDROO INING 9" X 12'-C 16'-0" X 1 '-4" I ~ PLANT sle O N/ LIVING ROOM B R M #2 ® T-2" X 14'-4" 10'-6~X 11'-5" BDIM #3 o ° 11'_9" X10 MODEL 901! 301-4111 W 3 BDRMS, ~ BATHS 1453.4 SQ, FT 12" STRETCH 12" STRETCH Y/31 LLAttONL PO.B I®, BERIHWD. W.8 m COLORADO BUILT DIVISION 22 m EIG L Br: JOE W-ADLEY US • I1-0" OR V4 : I 01-04-2005 24" STRETCH DB 901 IRC 30609 3-15WROO 5 2-BATHS LITERATURE PLAN 30'-4" SEET: L-1 1 DEVELOPER SERIES 05/10/2005 03:30:22 PM EROM ELEVATION NEAR ELEVATION R E V 1 $ 1 O N 5 DFO BY ENS. ~ 901 IRC 30609 SMHHff CREST HOMES GEO®BY: JOE WADLEY -5ATHS 3-15WROWS 2 A 2 2n1 CLAYTON L FA D m, OERTNOYD, W. B a OOLORADO BUILT scALE: UB = 1'-0° OR V4 = I'-0° 2- Tom` ELEVATIONS - DIVISION 22 DATE: 01-04-2095 DEVELOFER SERIES 05/10/2005 03:01:11 PM 6~ b~~ REVISIONS DRNW BT. m ° 13011 5g llooll SWEET: DIff4f~D BT: JOE HEADLEY 3-BEDROOMS 2-BATHS 2221 CLATTGN LAtlE PO. BOX 10, BERT♦10UD, L0. C0b0 COLORADO BUILT Sai 1/8 - I'-0" OR V4 - P-0" TNtE: DIVISION 22 DATE 01-04-2095 DEVELOPER SERIES 05/10/2005 03:01:21 PM UT ELEVATION RGHT MWAT ON INSTALL CONTINUOUS RIDGE VENT PER MANUFACTURER'S INSTRUCTIONS. FASTEN EDGE RAIL TO FASTEN TOGETHER WITH 4" LONG EACH TRUSS WITH 15 GA 318" LAGS 16" O.C. (STAGGERED) 1/16" X 2- 1/2" STAPLES, 3 PER TRUSS FASTEN KNEEWALL BOTTOM PLATE TO KINGPOST AFTER RAISED (2) 3" SCREWS OR (3)16d NAILS AT EACH TRUSS 4" >(3/5" LAGS AT 32" O.C STAGGERED)- ALTERNATE SIDES AT ANY OPENINGS ALONG MARRIAGE WALL LATERAL BRACING AS REQUIRED , I" CLEARANCE FOR VENTILATION VINYL OR HARDBOARD SIDIP OVER APA RATED 055 ( OR OR RATED SIDING 2X6 STUDS 16" C R-19 FIBERGLASS INSULATI 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. RIDGE VAPOR 2X6 TREATED SILL o SINGLE 2X4 TOP PLATE MIN TOENAIL FASTENING OF RIM JOIST TO SILL PLATE WITH o SINGLE 2X4 BOTTOM PLATE MIN 16d ® 16" O.G. AS PER STATE CODES TRJSSES TOE-NAILED WITH 3 - 8 D NAILS OR - 3 ' 8 SCREWS SINGLE 2X6 PLATE MIN. R-15 FIBERGLASS INSULATION 2X6 STUDS I6" O.G. SINGLE 2X6 B07CM PLATE MIN DOABLE 2X10 PERIMETER JOISTS or EQUAL MIN OF WALL ABOVE GROUND F=ld t==4 INSULATE FLOOR CAVITY ( INCLUDING PERIMETER JOIST ) OR FOUNDATION WALL AS REQUIRED BY CRAWL SPACE PAST SPAGMGS AS PER LOCAL ENERGY REQUIREMENTS. ( ENERGY CALCS PER V7 VENTALATION PER LOCAL SOIL CONDITIONS APPROVED MODELS BASED ON MIN. R-II LOCAL SOIL CONDITIONS DOUBLE MARRIAGE WALL ANCHOR STRAPS OR EQUIVALENT PER THE STATE CODE o 2X4 STUD ( OR BETTER) AT 16" O.C. RANCH HOUSE SECTION "'EHEMS HONES 2221 CLAYTON LANE PD. BOX 10, BERTHOUD, CO- W513 COLORADO BUILT DIVISION 22 E V SHINGLES AND UNDERLAYMENT COVERING: MATERIALS AND INSTALLATION PER WS SPECS. AND /OR ARMA GUIDELINES. MEETING STATE REQUIREMENTS CONTINUOUS RIDGE VENT or ROOF VENTS ( MIN 152 FT)300 SQ FT. AREA) 2X4.3 SPF CONTINUOUS BRACING or PER TRUSS MFG. SPECS 1 STRAP THE KNEEWALL TO THE KINGPOST AFTER RAISED TO FINAL POSITION BEAM AS REQUIRED 2X6 42 CONTINUOUS BRACING DRAM 8Y: ENG. CHECKED BY: SCALE: 118 = 1'-0" OR 1/4 = 1'-0" DATE: MODEL: HOUSE SECTION RANCH SECTION HOU6E SEC I IOIV SETEE(/:s1 V RANCH PORCH MODELS REQUIRE ADDITIONAL FOUNDATION DESIGN FOR CRAUILSPACE FOUNDATION VENTS, SCREENED t CLOSEABLE LOCATED NEAR 4 CORNERS TO PROVIDE VENTILATION PER LOCAL CODES 15Q. FT. PER 300 SQ FT. W/VAPOR BARRIER OR I SQ. FT. PER BD SQ. FT. W/O VAPOR BARRIER INSTALL GFI OUTLETS AS NEEDED ON CIRCUIT EXTENDED DODUJ FOR BASEMEN. CENTER SUPPORT WALL OP'ENNG SHALL NOT BE LOCATED UNDER SUPPORT POSTS OF UNION WALL ABOVE OPT. STAIRWAY OPENING IN FLOOR OF HOME FOR Yr," RISEMO' RUN STEPS 2x4 WALL (OPT) COLUMN AND FOOTING L SHAPED STAIRS MINIMUM 40" DIM. FOR LANDING t STAIR WIDTH. 6'-8" HEADROOM REQUIRED OVER NOSNG OF STEPS t LANDING FOOTNG SIZE TO BE DETERMINED AS PER LOCAL SOIL CONDITIONS WITH 2 44 FtEBARS TYPICAL AT FER~ PROVIDE 18' x 24" ACCE55 L TO CR41L SPACE WITH I INSULATED CLOSURE t PASSAGE-WAY UNLESS ADDITIONAL EQUIPMENT REQUIRES LARGER ACCESS I SUPPORT MUST BE PROVIDED FOR PONT LOADS AT UNION WALL OPENINGS OVER 4' WIDE: DOUBLE STUDS ( N EACH MODULE) - TOTAL LOAD 15 3200! THREE STUDS -4800', ETC AT 1604 PER STUD. I I I PIER OR 3" COLUMN FOR 12000 POUNDS r OPTIONAL WITH SUPPORT BEAMS I OPTIONAL / FOOTNG SIZE AS PER LOCAL SOIL CONDITIONS C 6 w) 2 X 10 TOP PLATE a 16' O.C. 2X10 TOP PLATE SUPPORT WALL ON FOOTNG - - J TTY I F- I \ I UNIFORM LOAD TO FOUNDATION 1100 PLF a 40 PSF ROOF 2000 PLF a 60 PSF 2400 PLF a 90 PSF ROOF 4" CONC. SLAB W 6X6 10/10 WIRE MESSH WITH BASEMENT INSTALL SWITCH FOR STAIRWAY LIGHT EXTENDNG 14-3 FROM J-BOX IN FLOOR t NSTALLING LIGHT ON HABITABLE ROOMS OF BASEMEN J-BOX SEE FPIELEC FOR LOCATION MUST BE FRONDED BY OTHERS WITH Lr+T-VENT, AND EGM65 OPENNG5 TO MEET LOCAL CODES. 6 MIL VAPOR BAPo21ER- \ W/CRAWLSPACE \ NOMINAL LENGTH " DIM. OF MODULE- SEE SPECIFIC MODEL DWG. FOUNDATION NOTES: L CONCRETE FOOTING t WALL IS 3000 PSI/28 DAY 2. ALL SITE WOPoC TO BE VERIFIED t APPROVED BY LOCAL AUTHORITY. 3. FOOTING SIZES TO BE BASED ON LOCAL CONDITONS t REQUIREMENTS BY LOCAL BUILDING OFFICAL. SOIL BEARING CAPACITY TO BE 2000 PSF MIN. 4. PIERS t FOUNDATION WALLS MAY BE CONSTRUCTED OF 8" X 8" X 16" CONCRETE BLOCKS (OR EQUIVALENT) 5. THIS TYPICAL FOUNDATION, INCLUDING SILLS, CENTER WALL, t STAIRS TO BE COMPLETED BY SITE CONTRACTOR 6. FOOTING5 SHALL BE 30" MIN. BELOW FINISH GRADE. THEY SHALL BE INCREASED AS REQUIRED TO MEET LOCAL BUILDING AUTHORITY. 1. SEE MODEL FLOOR'LAN, 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 RERQUIFE A GFI PROTECTED OUTLET 4 LIGHT. AT THAT LOCATION. THE SWITCH SHOULD BE LOCATED AT OR NEAR THE ACCESS OPENING. 11. STEPS, PORCHES, t DECKS THAT ARE PLACED AT ENTRIES ARE SUPPLIED t INSTALLED BY OTHERSGN SITE, BASED ON LOCAL AUTHORITI 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 SHOUN ON THE FIRST FLOOR UNLESS NOTED OTHERWISE. 14. PANEL BOX INSTALLATION LOCATIONS ARE INTENDED FOR UNDERGROUND FEEDERS. OVERHEAD FEEDERS CAN BE ADDED ON-SITE AS LONG AS THE LOCAL REQUIREMENTS ARE MET E IN COMPLIANCE WITH THE CURRENT NEC. ~M~tl~tl~4 C~G3C~~4 G;1~G~C~~ 2221 CLAYTON LANE PD. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT DIVISION 22 ALL DESIGN DETAILS AND NOTES ARE SUGGESTIVE ONLY AND ARE SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. CHANGES MOST BE MADE ACCOFDRY+LY. CONTACT YOUR LOCAL BUILDNG DEPT. FOR FROSTLRNE AND SOIL R=QUIREMENT$. FOR VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES. ALLOT MRRIAGE WALL SOIL BEARING CAP. (PSF) 20W 3000 4000 5000 24 X 24 15 115 85 195 3O X 30 IZ 1875 245 36X36 115 T65 42 X 42 24 ASSUMES PIERF= NG iIEri4TS. 520 DRALLN B7: MODEL APPROVED BY: SCALE: NOT TO SCALE FOUNDATION POUT IN PLANT CIRCUIT FOR SMOKE DETECTOR 15 PROVIDED IN J-BOX OR AMP COMeCTOR ON MODULE FLOOR FRAME INSTALL INTER- CONNECTED SMOKE DETECTOR P BASEMENT. SEE FP/ELEC. FOR LOCATION MINIMUM 2x6 TREATED SILL ANCHORED TO CONCRETE WALL WITH 'TECO' SILL-TY OR SIMP8OLM MAS (OR EQUAL) AT 4' CD. AND I' FROM CORNERS. OPT. W' ANCHOR BOLTS DO NOT COUNTER-BORE SILL PLATE.~ v 0 O ~o N v N LATERAL BUILDNG LOAD TO END WALL OF FOUNDATION IS 2000 POUNDSiFOOT OF HOUSE LENGTH. TTP. AWLED CORNER I SEE FLOOR FLAN I i i TYPICAL FLOOR JOISTS ARE END NAILED TO RIM JOIST. BEARING SUPPORT BY USING 2 X 4 WALL HELD 1" AWAY FROM 2 X 10, 2 X 2 NOM. LEDGER OR LISTED HANGER 16D TOENAIL TO 2X6 SILL PLATE = FOUNDATION WALL 50 R-19 INSULATION = GAN BE USED. RIM JOIST TO RI~ 2X10 A36 STEEL BEAMS-CONT. OVER 2 SPANS SEE GRAU4 SPACE DETAIL SECURE WITH Rl OR GREATER WS x 24 - MAX. 12'4" BETWEEN COLUMNS FOR 40 PSF ROOF LL LAGS o 32" O.C. WB x 28 - MAX. 13'-0 BETWEEN COLUMNS FOR 60 PSF ROOF LL cC 2x6 - 24" C.C. W8 X 31 - MAX. 13'-0 BETWEEN COLUMNS FOR 90 PSF ROOF LL BASEMEN = FULL LENGTH WALL SUPPORT WALL CENTERLINE SUPPORT WITH 1/2" GYP. BD EXT. WALL = ONE SIDE MIN E XT. F'SF LL ROOF REQUIRES 2x6 Will _ "STUD" OR BETTER 16" C.G. ALTERNATE CONCRETE WALL 04 REBAR = CO BEAM 4 d COLUMN HORIZONTAL a 24" O.G., 5 VERTICAL AT CENTERLINE SUPPORT 18" O.C. OPTIONAL 12" x 6" THICKENED SLAB 3" a PIPE COLUMN WATERPROOFING AND = AT STAIRWELL WALL DRAIN AS SITE REQUIRES 3'-4" x 3'-4" x 10" DEEP CONCRETE FOOTING 4 -''4 IRE13AR EACH WAY I&D TOENAIL TO 2X6 SILL PLATE SEECRAWLSPACEDETAIL BASEMENT DETAILS GARDEN LEVEL DBL. 2X6 TOP PLATE OPTION 51ZE 5Y BUILDER 2X6 STUDS ® 16" O.G. I6D TOENAIL TO 2x6 SILL PLATE SINGLE BOTTOM PLATE STOPT. EEL I BEAMS AYAC E LEFTY INTACT SEE CRAWLSPACE DETAIL IF HITCH d AXLE ASSEMBLIES An Ibd NAIL MODULES TO AT 12' 8" CONCRETE WALL 04 REBAR W~ITMH BLOCKING O SUPPORT SILL 16" G.C. HORIZONTAL ® 24" O.G., I-BEAM WEIGHT SHEATHING OR TRIM 5 VERTICAL AT NAILED TO BILL d 18" O.G. e GRAWLSPAGE RIM JOIST TO RIM JOISTS MODULE 8d-16" G.C. EXT. WALL a SECURE WITH LAG SCREWS WATERPROOFING AND DRAIN AS SITE REQUIRES I 2 X 6 TREATED BILL -1 GRADE TO SLOPE AWAY 0 zxlm 6" MIN. FROM FOUNDATION 2x6 - 24" C.C. R-11 INSUL BIRD REINFORCED SUPPORT WALL OR RE5 GHEK 8 CONCRETE BLOCK WALL 6' MAX. HEIGHT FULL LENGTH WALL EQUIVALENT TO MAX. 4' HIGH, REINF. AT MID-HEIGHT WITH HEIGHT 1x4 CENTERLINE SUPPORT BELOWMICsRADE CONCRETE TO MAX 6' NIGH. WHEN OVER 49 WATERPROOFING AND 8" CONCRETE WALL 04 REBAR 16" x 8" CONCRETE FOOTING 6 MI VA 0 A I DRAIN AS SITE REQUIRES HORIZONTAL a 24" O.G., 5 VERTICAL AT WITH 2 04 REBARS 18" O.C. AT PERIMETER d CENTER) EXT. FOOTINGS TO BE MIN. R; i 11; 1 24 DEEP OR BELOW LOCAL FROST DEPTH AND ON UNDISTURBED SOIL GRAWLEAGE DETAILS CONFORMS TO LOCAL CODES (LIE VEMS HOn/,TE ALL DESIGN DETAILS AND NOTES ARE SUGGESTIVE ONLY AND An '>R AM BT: MODEL TYPICAL 2221 CLAYTON LANE P.O. BOX 10, BERTT UHOLUUD,,, CO. 80513 SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. or > BY; C44ANGE5 MUST BE MADE ACCORDINGLY. CONTACT YOUR LOCAL TTLEBASEMENT 4 GRAWL COLORADO BUILT BUILDING DEPT. FOR FROSTLINE AND SOIL REQUIREMENTS. FOR SCALE ` NOT TO SCALE DIVISION 22 VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES, DATE! SPAGE DETAILS NOTCH IN JOIST, WITHIN V-6" OF JOIST END, TOP OR BOTTOM HOLES SHALL 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 JOIST DEPTH BOTH TOP a BOTTOM OF 2X10 11/2 "(MAX) DEEP, 12" M LONG TYP. IF END OF JOIST ADD 2X BEAR'G WITH 2X6 SFF 02 DOUBLER GLUE a STAPLE 3"oc. 2XIOS M T3 3/4" DEEP- RIM X 16" LONG WITH 2X6 JOISTS 3'-0" MAX T , BOTH ENDS GLUE d S oI TO RIM JOIST MAXIMUM HOLE SIZES: IN CENTER 1/3 OF JOIST = I" ROUND WITH 2" (MIN) EDGE DISTANCE IN END 1/3 OF JOIST = 2 I2" ROUND WITH 2" (MIN) EDGE DISTANCE IN END 1/3 OF JOIST = 2 I2" ROUND WITH 2" (MIN) EDGE DISTANCE HOLES SHALL NOT BE WITHIN 2 INCHES OF TOP OR BOTTOM OF JOIST, AND THE DIAMETER SHALL NOT EXCEED ONE THIRD OF THE JOIST DEPTH . HOLES GREATER THAN 2 INCH DIAMETER ARE PERMITTED ONLY IN THE END 30 INCHES OF JOIST. 2 X 10 FLOOR JOISTS OR TRUSS JOIST - HIM or ANY 1015 PSI Fb REPETITIVE AND E=13 MOE OR EQUAL 2 X 10 RIM JOISTS - HF 02 2X8 HF 4 2X6 n SFF OR AS NOTED DOUBLE 2 X 10 or 2 X 12 RIM JOISTS REQUIRE NAILING FIRST RIM TO JOIST, THEN NAIL SECOND RIM, USING I5GA X 2 I2 STAPLES OR EQUAL 8"o - IN A STAGGERED ROW, (10) EACH, M END 8" AT EACH BUTT JOINT. SEPARATE BUTT JOINTS BY 48" AND MINIMUM 96" BETWEEN BUTT JOINTS IN SAME LAYER MAX 14s" 5EPERATION IN BUTT JOINTS. JOIST END ON SPLICE BLOCKS = (10) 15GA X 2 I2 STAPLES OR EQUAL TOE-NAILED BOTH SIDES, or ONE SIDE TO 2nd BLOCK LEDGERS AND BLOCKING = ANY GRADE AND SPECIES. SIMPSON LUS26 HANGERS ARE (OPT) FOR JOIST ENDS, NAIL WITH (4) EACH 10d or Ibd BOX TO HEADER AND (2) EACH NAILS TO JOIST. EQUIVALENT HANGERS MAY BE USED. DECKING 15 5/8" OR 3/4" 058 OR OTHER APPROVED PANEL RATED (4020) FOR SPAN FOR SUBFLOOR, FULLY GLUED WITH PvA ADHESIVE E STAPLED TO FRAMING WITH I6 GA X 13/4" OR EQUAL ® I6" O.G. MIN. INSULATE THE EXTERIOR RIM JOIST AND END JOISTS WITH R-II FIBER-GLA65 BATTS or EQUAL. WIRES X10 AND SMALLER RUN THRJ BORED HOLES IN JOISTS or ADJACENT TO (I X ) "RUNNING BOARD". SEE FLOOR PLAN FOR STAIRWAY LOCATION, NOMINAL FRAMING DIMENSIONS, AND SPECIAL FEATURES. OPENING WIDTH MUST EXTEND TO 41" FROM EDGE OF FLOOR WHEN AT EXTERIOR WA WITH REINFORCEMENT 3 3/4" DEPTH '2 DOUBLER 6" E 3"o-c- Ty BOTH ENDS ON TO RIM JOIST MULTIPLE JOISTS ARE FASTENED TOGETHER WITH 15 GA X 2 I2" STAPLES OR EQUAL 12" O.C. TOP AND BOTTOM 2X8 OR 2X6 FLAT UNDER DECK TO SUPPORT FLOOR < PROVIDE HEADROOM. (15) 15SA X 2 I2 STAPLES OR EQUAL THRJ RIM JOIST TO JOIST or TOE- NAIL TO RIM J015T.-i 1 _ 12-8"(m. TYPICAL DO_ STAIR-WAY OPENING X 40 (OPT) ANGLE) \FL 8" OR 3/4" APA RATED DBL 2X10 or 2-2XI0's 2X10 RIM JOIST/ O OR DECK'G or EQUAL WITHIN 1"oc. BLOCKED AT ANGLED CORNER FULL HEIGHT 4'oc. VERIFY DIMENSION 2X10 BLOCK WITHIN 10" OF END 2X6, or 2X10-16"oc. WITH PLAN. JOIST END AT ANGLED CORNER (5) 15GA X 2 I2 STAPLES OR EQUAL EACH END. IF DECK SEAM, ADD 2X3 BLOCKS BETWEEN 2X4-S. 2X4 SFF "STUD" 24"oc. FOR 30" WIDE BAY or 16"o.c. FOR UP TO 39, 3/4" WIDE BAY. (4) 15GA X 2 1/2" STAPLES OR EQUAL END GRAIN, or Y(3) EACH TOE-NAILED, or 2X4 LADDER BLOCK UNDER WITH (3) EACH STAPLES. W DTH OF SPLCE_ I 2X10 JOIST TYPICAL t h 2x10 DOUBLER IF NEEDED TO DETAIL 11811 MEET JOIST SPACING. LADDER BAY DETAIL IIC11 BUTT JOINTS 4'- 2" 3-FULL LENGTH JOISTS PLUMBING BAYS 32" (max IN ANY 4'-2" DISTANCE L ~1" DES T~L "e'~ 20"oc m x) SUPPORTED BY 2X6 FLAT (FOR MAXIMUM HEADROOM). FLOOR DESIGN CRITERIA = 40 PSF LL + 10 PSF DL. 2X10 JOISTS 16"oc, MAY BE OFFSET 2" NOMINAL, or 3" WITH LEDGERS. 2X10 BILKS 4'oc.(max) IN ENC BAYS. (5)15GA X 2 I2" STAPLES EACH END. 2X10, 2X8, or 2X6 HEADER 32"(max), LENGTH-(12) 15GA x 2 I2" STAPLES OR EQUUL EACH END. JOISTS LESS THAN 10' MAY BE 2X8, LESS THAN 6' MAY BE 2X6410) 15GA X 1 I2" STAPLES EACH END. CONFORMS TO 2003 IRC CODES EHLIER=^ HONES DR4LLNBY: MODEL TYPICAL 2221 CLAYTON LANE RD. C`BOX 10, BEIlR11lT1HTHOUD CO. 80513 ALL DESIGN DETAILS AND HONES ARE E AND TYPICAL AND ARE gppF pyED BY: SIIBJECi TO THE JUR5IDIGNION OF STATE AND LOCAL CODES. COLORADO BUILT CHANGES MUST BE MADE ACCORDINGLY. SOALE: NOT TO SCALE nnE FLOOR STRUCTURE DIVISION 22 DATE' JOIST REPAIRS: SPLIT or CHECKING: I2" CD PLYWOOD OR 1/16" 058 GLUED AND STAPLED ONE SIDE TO COVER SPLIT, HOLE, or NOTCH. EXCESSIVE: DOUBLE WITH 2X8 TO 16" EACH SIDE or TO RIM JOIST. DECKING REPAIR! FIT 5/8" OR 3/4" DECK PANEL TO OPENING AND: HOLES WITH (max) DIMENSION OF 8" - USE IX or 5/8" OR 3/4" DECKING BACKER, GLUED AND STAPLED. HOLES OVER 8" DIMENSION - USE 2X FLAT UNDER DECK, STAPLE TO FRAME WITH (3)15GA STAPLES OR EOAUL EACH END, AND FULL SURFACE GLUE. 16" (max) UN PPORTED D CK: DECK D LEDGE ONE o BOTH SIDES NEEDED LEDGER AT SEAM FOR I2"(min) LEDGER MAY BEARING: 11/4 X 11/2, or 2X3, BE NOTCHED or IX2 GLUED < STAPLED. DETAIL "A11 JOISTS 23110-c.(max) NOTE: FOR STAIR-WAY OPENINGS OVER 10'-0" AND UP TO 12'4", USE TRIPLE HEADER AND TRIPLE JOISTS TO SUPPORT HEADER DOUBLE HANGER MAY BE USED WITH 3rd HEADER MEMBER STAPLED WITH (13)15GA X 2 I2 SPAPLES. DBL 2X10 HF or SPF n WITH SIMPSON LU-26-2 JST HANGER (or EQUAL) EACH END. SIDLE TOP PLATE 2X6 MAY BE SPLICED W/ OX ) BLOCK 5 LOCK5G or PAT4:L 51DRYs O6A1 E EXCEPT DM 2Xbb DEL 2X6 FLAT, STAPLED W/ B ARE GLUED It STAPLED :SI 156.4 X 2 V?'-6'oc. DBL ROW 6"oa DCIIRI F RDll "FLAT" HEADER © ?I=K I6'oc Y W W YI PLATE 3-2X6 WITH NaN-stR)cr sPacERs "3-MEMBER" HEADER = 51DEJAMB 2-LAYERS In' PLYWD, INV OSB a I LAYER 314' FILM JACK 5ID O GROUP I, GLUED ONE FACE TO OX BUTT JOINTS = IN END U4 SPAN, GRAIN HORIZONTAL 3}2X6-2 ROILS EGA X 2 IR' STAPLES roc FILLER TO SIZE OPEN. (OFT) TOP 2X6 OF SPECIES/GRADE SPECIFIED O EGA X 2 3/4' STAPLE TO EACH 2X6-6'oc F 4[3-2n PLUS NON-5TR)CT FILLER or BLOCKS or VOID. BOTTOM 2X6 - FASTEN SAME AS TOP "BOX" HEADER FASTEN WITH (3) - Ib GA X 1 1/2" STAPLES OR EQUAL TO EACH WALL O TOP PLATE - MAY BE OMITTED N[BEACA13/4"Xll/4'MICFjOLAMor EOIIAL TYPICAL HEADER DETAIL 26¢0 Fb LAM-STOCK STAPLED 12':~007~0N FASTEN PER SCHEDULE NOTES: PAGE GSb 1.2x4'3 DOUBLE TOP PLATE. 2x WITH U2' NON-STRUCTURAL- FILLER 2.2x4'3 BOTTOM PLATES. GLUE BETUEEN LAYERS 3.2x4'3 OR STUD 5PF STUDS. 4. SPACING OF STUDS 24' O.C. OR 16" O.C. W PSF OR HIGHER 511JLTIPLE STUDS AT OPENINGS PER CHART ON SPANS AND SCHEDULES. 6. SEE FASTENING SCHEDULE 555.0 FOR CONNECTIONS. 1. JACK STUDS COUNT AS JAMB STUDS. 8. SEE JAMB STUD TABLE ON SPANS AND SCHEDULES FOR NUMBER OF JAMB STUDS. 9. FOR RIDGE BEAM FASTENING SEE FASTENER LEGEND ON SPANS SCHEDULES. vARIE5 v 0 i~ W Q TYPICAL MARRIAGE WALL CONSTRUCTION STUDS ARE FULL HEIGHT 24" or 16"o- NO HEADERS REQ'D (SEE ROOF STRUCT) W ~UVEG0G u uOUVWE-G 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. WEP13 COLORADO BUILT DIVISION 22 DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE APPROVED BY: ECT TO THE JURISDICTION OF STATE AND LOCAL CODES. NGES MUST BE MADE ACCORDINGLY. SCALE: DATE: FASTEN THRU STUD TO EACH HEADER 15GA X 2 1/2" STAPLES OR EQUAL, 2 X 6's = 10 EACH END / 2 X S's = 14 EACH END 2 X 10's = 14 EACH END PER JAM STUDS 5EE TABLE ON :NDWALL STUDS FULL HIEGHT FOR EITHER FLAT OR VAULTED CEILINGS SINGLE FLAT HEADER, ALL OPENINGS OF 2x6 SK STUDS SPACED lb" OC. 2X BLOCKING AT SHEATHING/SIDING EDGE JOINT. 2 X 6 STUDS a 16"oc. WITH 2 X 6 TOP PLATE OF 90" WALL MODEL TYPICAL I TITLE . ALL 5TRUCTURE - 2X(o l4)153A X 2 1/2" STAPLES OR EQUAL TO EACH STUD TOP 4 BOTTOM. HEADER SEES TABLE ON PAGE M0 TYPICAL EXTERIOR DOOR 2 X 4 (MN) TOP PLATE'S 5PF TYPICAL 5NGLE WNDOW TYPICAL DOUBLE WNDCW 6 EA 15 GA X 2 1/2" STAPLES OR EQUAl TYPICAL 6 SILLS, HEADERS /AND PLATES OF UNION LUALL. NOTES: 1. INCLUDES 25" PSF (85 2. MINIMUM (1) JACK STUD UNDER EACH HEADER 3. JACK STUDS COUNT AS I U;91 GOAD. 4. FLOOR WIDTH UP TO 182". 5. EAVE OVERHANGS FIGURED AT 16" MAX. 6.24" O.C. TRUSS SPACING EQUALS 40" GSL. 1. I6" O.G. TRUSS SPACING EQUALS 65" TO 90' G 8. 12" O.C. TRUSS SPACING EQUALS 120" GSL. 5. FOR EXTERIOR WALL HEADERS 4 JAM STUDS SEE SPAN 4 HEADER SCHEDULE. PLATE 13 W EXTERIOR WALL JONT (51DR91 TO ENDWAL ) FASTEN INTERIOR WALL TO EXTERIOR WALLS AT STUD OR ADDED FULL HEIGHT LAY FLAT EQUAL TO STUD WITH "8x3" SCREWS OR EQUAL AT 16" O.G. TYPICAL EXTERIOR WALL CONSTRUCTION NOTES: IXIQYI4EODER TO fL'S'd mATORmyoonaG 1.2x4'3 TOP PLATE. FOR ALL CONNECTION FASTENERS SEE PAGE 35.5 FASTEN SILL WITH (9) EACH 15GA X 2 1/2" STAPLES OR EQUAL. n = ~a=LL=w n~1a~ ~fzj2 w U5 x e IV a ~ ILL 53&A~~ TRIM ODD-SPACED TRJ55 WEB 3/4" IF IT LOCATES ON SPLICE. ~ BEAM TO 2X 2X4 or 2X(o FULL HEIGHT BEAR'G OVER UNION WALL-) SPLICE DOUBLERS AS REQUIRED FOR SPAN 3/4" APA STRUCTURAL 1 PLYWOOD 22" WIDE or (14 1/4" WIDE FOR 16"oc.) X FULL HEIGHT (GRAIN SAME AS BEAM) SPLICE AT ALL PLYWOOD JOINTS - STAPLES AT 3"oc BOTH WAYS, AND FULLY GLUED. BLOCK LAY PLY100 JOIN I " L2rUu ERS 3/4" PLYWOOD BEAM FULLY 99 OPENING (min) SEPARATION ED AND STAPLED 6" EACH WAY. UNION WALL BEAR'G: 31/2" Ir SPANS, PA LARGER SPANS. P~YFOOD RIDGE BEAM USE STAPLE LENGTH TO PROVIDE (P) 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 1/1" STAPLES, W P5F ROOF USE (20) STAPLES EACH, 120 PSF ROOF m~ USE (TT) STAPLES EACH. ALL FOUR Sw TTRCN.27 x 30• HK tM A TRES 501f OUT To A LM Fo,Z A=% oaetE EACH SDE 24116 N)EX Eatt SHPIWES TO BE 2351 iXAS V WITH SEAL DO TABS OR EQ X FOR RIDGE BEAM SPANS 5EE TABLE ON PAGE #10 / _-FRAME SKYLIGHT WITH 2X6 TOP 4 BOTTOM BETWEEN TRUSSES, (4)15GA X 2 V2" STAPLES EACH END d TO CUT TRUSS. RIDGE BEAM OVER UNION 2X4 BRACE ON CUT TRUSS - (4)15GA X 2 I/1" WALL OPENINGS MAY BE PLYWOOD STAPLES BRACE TO 2X6's, 4 CHORD'S TO BRACE. or (2X OR MICROLAM) - SEE SPAN 2X6 STRONG BACK TYPICAL ROOF LAYOUT ICE DAM PROTECTION 24" PRIDE Wail SIDE OF WALL TO %5 ROOF LOAD, 84' MIDE OF WAR1 SIDE OF WALL OVER R09 LOAD. ADD TRUSS TO REPLACE CUT or OMITTED ONE(s), ADD 2X6 HF02 STRONG-BACK IN ATTIC SPACE. (6) 15GA X 2 1/2" STAPLES ( OR EQUAL) TO EACH CHORD, EXTEND TO _ 2nd TRUSS. 1/16" OSB ROOF SHEATHING FASTENED WITH 16GA STAPLES (OPT)-14 X 14 ROOF VENT DUCT SPACE AT 12"oc. FIELD, 6"oc. END OF PANELS. HOMES OVER IS LINED WITH PLYWOOD4 METAL. 60'-0" LONG STAPLE END OF 5HEATH'G PANELS AT 4"oc. AND INSULATED WITH R-15 FIBERXA65 BATT. 30 GA. GALV. STEEL or OTHER OR ELECTRICAL OUTLETS a FIXTURES LISTED DUCT MAY BE INSTALLED. 1116" OSB or 1/2" PLYWOOD (min) 8" WIDE SUPPORTS 3- 2 1/2" 15 THRU 2X3 orA STAPL S IE~) OUTLET. USE 2X6 FOR SUPPORT OF CEILING FAN, / ) STAPLES (OR EQUAL) EACH ENI t RIDGE RAILiO Trd.155 LISTED BOXES S MAY BE ATTACHED TO TRUSS PER MFG SPE RIDGE BEAM: 5KYL iGNT L EXTEND TOP RAIL L RAKE FRAMING SAME AS o 2X3 "LADDER" BLOCKS BETWEEN (4)15GA X 2 12" STAPLES (OR EQAUU 2X6 SPM RIDGE WITH 1X2 LEDGERL ENDS OF MAIN ROOF. IX3's FOR UP TO 12" OVERHANG. -F 2X4 BLOCKS BETWEEN IX4's, FOR \ TOENAIL TO RIDGE UP TO 16" OVERHANG. " OFT LOCKS 24"oc.16GAX 13/4 2X3 SPF "STUD" RAFTER 16"oc. AND YLI STAPLES ( OR EQUAL) 3"oc. THRJ ^iRUSS I2" (min) 5 SUPPORTED 3'-I"oc. (max), BY 2X4 0 " LOWER EDGE OF (1X4) TO TRUSS. VENT CUT-OUT VERTICAL STRUTS (8) 15GA X 2 1/2 n ( ALT. KC-22 or LARGER NAILS 6"oc.) = w ~p _ STAPLES EACH RAFTER TO STRUT. 3 > ? _ . H 1/2" OR 5/8" GYPSUM CEILING B DORMER END WALL 15GA X 21/2" " 2X4 BLOCKS NAILED BETWEEN TRI5SES TOP E BOTTOM CHORDS USES FOAMSEAL GYPSUM oc. p STAPLE TO ROOF DECK 8 AT V oc. BOND 2000 ADHESI 2X4 SPF 'STUD" STRUT UNDER 2X6 RIDGE AT ROOF SHEAiHI 1X4 "PLATE" ON DECK AT 2X4 STRUTS, "TRUSSES 4'-6"oa RAFTERS, a RIDGE. (2)15GA STAPLES 2X EAV E RAIL TO BEAR ON 2X6 FLAT THAT SPANS (2) MAIN EACH JOINT. LINE OF EXTERIOR OF W ANY TRUSSES MAY BE OFFSET 2" (max) TRUSSES. SHIM WITH (I X ) TO ROOF DECK, ADD 2X LEDGER TOP E BOTTOM STRUTS TOENAIL (2)15GA STAPLES TOP 4 BOTTOM. TYPICAL ROOF FRAMING CHORDS IF NEEDED FOR DECKING / GYP. BRD. OPT DORMER 15 PRE -BUILT TRUSSES BY UNIVERSAL FOREST PRODUCTS TRUSSES AT NOM. I6"o.c MAY BE OFFSET UP TO 4", AS LONG AS AND PLACED ON MAIN ROOF. LOADS ROOF IG ARE DESIGNED FOR ADJACENT TRUSSES DO NOT EXCEED 20" O.C. L.L. $F AT 24 O .C. ACED UP TO 45 FSF ROOF 9D PSF a HIGHER LOAD SPD SPACED AT I6" MAXIMUM. iRJ55E5 AT NOM.14"oc. MAY BE OFFSET UP TO 2", WITH LEDGER OF (2X ) STOCK 120 PSF ROOF LOAD SPACED AT 12" MAXIMUM. TO FULLY SUPPORT SHEATHING CONFORMS TO 2003 IRC CODES ~ / ~ ? r ~ ~ P SPECIAL NaMS DPAM 157: MODEL ~ y ~ ` \ ` 1 M M} Oo ~ ES Q IE EMS AL I 11 (l L1l V AL AND ARE T I jr TYP C CO 80513 BOX 10 BERTHOUD 2221 CLAYTON LANE P O YP C ALL DESIGN DETAILS AND NOTES ARE : APPRoyw T . , , . . SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES . nnE COLORADO BUILT CHANGES MUST BE MADE ACCORDINGLY. Sc? E NOT i0 SCALE OOF STRUCTURE R DIVISION 22 DAM: 'A' OPEN'G INCLUDING I (max) b 4' E. L AT UNION or EXTERIOR WALL ALLOWANCE FOR NOMINAL E ABOV WITH FILLER TO MATCH WALL FRAMING. NOSE OF TOP STEP i 40"X40" SHOWN WITH (5) RISERS THIS LANDING IS 48" IOPi) DECKING DOWN 2" PROJECTED FLOOR DECK E lmin) IN UPPER SECTION. BELOW FINISH FLOOR n E 's OVERHANG DBL 2x10 i g'_0" (min) SEE FLOOR PLAN LAN I RAILING or WALL D z DOWN DOUBLE JOIST HANGER MAIN FLOOR ' DBL 2XI0's BOTH ENDS of g SUPPORT REQ'D. 6-RISERS a z - HEADER T~RE S 5- DOUBLE 2XIO's DOUBLE JOIST BOTH ENDS OF HEADER THIS 2X10 EXTENDS ACROSS STAIRWAY AND MUST BE CUT "L11 STAIRWAY SUPPORTED AT CORqER OF OPENING. (TYP) RISERS IN UPPER SECT DIM. "A" INCHES DIMENSION LANDING TO FINISH FL DIM. "B" INCHES 1 41 131/4 110 2 51 15'1/2 160 3 61 23'1/4 150 4 11 31 140 5 81 3831/4 130 6 51 46'1/2 120 1 101 54'1/4 110 8 111 62 100 9 121 6934 w 10 131 ll'1/2 80 II 141 85'1/4 10 12 151 93 60 13 161 10034 50 14 USE LONGITUDINAL or LATERAL STAIRWAY FRAMING, HEADROOM 15 ADEQUATE OVER BASEMENT LANDING. NOTES: 1. FRAMED OPENING DIMENSIONS BASED ON STAIRS WITH V/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. I AS APPLICABLE. STAIRWAY DR BT: GENESIS HOMES APPROVED BY: tLIOLFE "°°E` TYPICAL 2221 CLAYTON LANE P.O. BOX 1.3 COLORADO BUILT SCALr: FAIR cYpl I/~ I I nT J I I\l.4l TUIRE DIVISION 22 DATE: I-II-W E 2XI0's USE TRIPLE FOR OVER 6'-4" WID "U" STAIRWAY (TYP) ? o 40" 5GL 'WEEN DOUBLE JOIST 8'-11 1/2' NOMINAL 2X10 JOISTS AT 16 "or-, WITH (10) 15GA X 2 1/2" STAPLES or (8) Ibd NAILS EACH END. JOIST HANGERS ARE (OPT). LATERAL STAIRWAY LONGITUDINAL STAIRWAY (TYP) (TYP) STAIR OPENING, DIM. HAS 2" STEP NOSING. (IOFT)~~ / NOSING OF ~2 ~/F~5WED FLOOR FRAME (SEE FLOOR DETAIL) a. CLOSED RISER IS (OPT) B"lmin) HEADROOM ABOVE NOSE OF STEPS. IF UNDER-STAIR SPACE ENCLOSED FOR 4"(max) \STORAGE PROTECT STEPS WITH 5/8" ff RISE F RUN OF ALL STEPS TYPE-X GYPSUM BRDTO BE EQUAL WITHIN I/d" DETAIL SECTION o ° 2X3 FRAMED RAISED M FLOOR 4 STUB WALL MAY S BE AY. USED OVER Xhj fSTEFF~65 AND SU FORTS STASTAIRWAY. e HERS. r 131/1/" RISE (max) 10" R24 (min) ° O i (13) RISERS AS SHOWN (OPT) FINISH ~ & CODE REQUIRES 6'-8" ABOVE (MEASURE VERTICAL) NOSING OF STEP. 2XI O's ORDER or FLOORPLAN SEE (TYP) DIMENSION TO FOR FAGS OF JOISTS. RIDGE BEAM SPAN (MAX. OPENING) IN UNION WALL FOR ROOF SNOW LOAD: I3-4" MODULE WIDTH 15-2" MODULE WIDTH CONFIGURATION SNOW LOAD 45 90 120 45 90 120 2X6 SPF 2 41" 40" 32" 44" 31° 30" 2X8 HF 2 64" 55" 43"" 60" 52" 41" 2XIO 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 1/2" X 11MICROLAM LSL 166" 134" 112" 158" 125" 104" 1 1/2" X 16" MICROLAM LSL 224" Il8" 148" 211" 166" 138" 1112" X 24" MICROLAM LSL 331" 261" 218" 309" 243" 203" LDF OF 1.1 D5 USED FOR SNOW LOADS LESS THAN 65 PSF FOR REFERENCE OF ROOF STRUCTURE PAGE 96 HEADER t1A)SICI~l OLEAR $P2! I FOR ROOF LL:(INCHES) CO(FIGUATION - SEE DETAILS. 40 F15F 60 PSF 90 PSF A DBL FLAT 2X6 4 TP SPF 3 OR STUD 31" 21" 21 B DBL FLAT 2X6 GLUED SPA, HP2, DF-1-2 45" 41" 32" C 3-2X6 um "STUD" 53" 45" 36° C 3-2X6 8M 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 SPF2 W. 85" 61" 3-2X8 HF2, 105" 90" 12" 2-2X8 HF2, 16" 65" 51" F 2X6 "BOX" 5PF3 OR STUD 81" 14" 59" F 2X6 "BOX" HF2 OR OFF 2 122" 105" 83" F 2X6 "BOX" DFL 2, OR SP 2 134" 115" 90" G 3-IS/4X11/4 ML-2600Fb STOCK-Mk=138k 121 122 108" G AS (G) ABOVE BUT CONTINUOUS (AS IN RECESSED ENTRY) 161 143 113" PA5MLVRV1.(A16) 2W 11R11DGE FA TO M AME &11EOUMTfSWIIE/OLR CHART NOTES: I. FLOOR WIDTHS UP TO 182". 2.5TUD CiRADE 5FF OR EQUAL 3.24" O.G. BA5ED ON 50' 65L 4.16" O.G. BASED ON 100 GSL. MARRIAGE WALL 5TRAPPING CHART NImCF5!Plm omm 2 91' 3 145• 4 199' RANCH TR2S.9 SPACW3 CAPE COD TWSS SPACMG 24'OL. 16° 0,C. 24-Or WO 50' 35• 51' 38' I8° 81• 131° 92 V, 188• 135. 205° 14a' 99° TOTM 01R64 TRUSS SPACING AT 24" OL.-45# ROOF LOAD SPAT! F4Ax2w STAAES 967 YLAEs SO1%0 71O(5 EWE IL-ONLY 41° 5 6 5 (02x4R6fT 54' 2/4 5A 4A (0 2x6 4 6PF la' 1/8 33 3/3 9FF (U 2x8 Z 19' 4AI 3/4 2/3 -2 2t: (0 2x1 0 W. 2A3 2/4 2/4 (1) 2x629OFF 12' 2A3 214 2/4 TRUSS SPACING AT 16" O.C: 90' ROOF LOAD SFM E&Ax212' SIHiFb 950.34 3p LIM Iowa 3'LLN3 ET)GE RAIL ONLY 341 43 6 5 (U 2x4 R SFF 41' IN 5A 4A (02x6 Z SFF W. 1/8 33 3R (D1x8Z 6fF 59' MI 3/4 23 (U 2x504 OFF 61' 2/13 214 2/4 (02x10 03 6" 60' 2/12 2/4 214 TRUSS SPACING AT 12" O.C: 1204 ROOF LOAD spm VAx2 Vl 95m 1vvu I Sma 3- Lad YLM 34- 1 14 1 6 1 _ 5 GEHEMIS HOMES 2221 CLAYTON LANE PD. BOX 10, BERTHOUD, CO. 50513 COLORADO BUILT DIVISION 22 EXTERIOR WALL JAMB STUDS SW WZE sppmw (545ED 8110 a) RANCH CAPE COD TWO STORY (2) 2x6 113" 132' 158" (3) 2x6 268° 214" 240" (4)2x6 292" (5)2x6 EXTERIOR WALL HEADERS RANCH CAPE COD TWO STORY SPF TRUSS SPACING TRUSS SPACING TRUSS SPACING 24`0f, 16" O.C. 24' OL. 16" O.G. 24' OL. I6" O.C. (3) 2x6 BY 13" 41" 38" 84" 14" (3) 2x8 Ill" 91' 62" 50" 104" Sr (3) 2x10 143" 123" 80° 64° 126" 115" (3) 2x12 166" 143" 91" I01" 142" 128" (3)11/2"41/4" LVL 142" 148" STRAP TO BE 110'x3OGA JAMB STUD CHA FASTEN WITH MM (6)-1"&GA STAPLES EACH END. TOM snn W 5KOFMM MULTIPLE 6TRAP5 MAY BE DOUBLED ON TOP OF EACH OTHER OR I DOUMED M WIDTH, 50 LO% 45 FASTENER PENETRATION IS MANTAMED. 5 ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. CRAM Sy-- APPROVED 15Y: SCALE+ NOT TO SCALE DATE: TYPICAL SPAN SCHEDULES 10 TWO STORY TRL48 SPACING SIZE OF FASTENER NUMBER/SPACING AND LOCATION JOIST HANGERS TO JOIST MANUFAGTUR'S INSTRUCTIONS LL NOTES: " NUMBER AND SIZE OF FASTENER I X 34" MIN. THICK FOAM BEAD OF F-2100 FOAM SEAL . DEFINITION D OF GLUE N J w SPECIAL N01E9 DRALLN MODEL 0"E E393 HOMES j W513 THOUD CO 1 ~mvED a . 0, BER , 2221 CLAYTON LANE PD. BOX TIT COLORADO BUILT T T ecaLe: NOT TO SCALE LE AT FAFENING &GHEDUI_E E: D LATERAL JOIST TO RIM JOIST 31%" X .131" 16d NAILS OR EQUAL 5 WITH 2 X 8 JOIST/ 6 WITH 2 X 10 JOIST DOUBLE RIM JOIST 31/21, x.1311, I0d NAILS OR EQUAL 6" TOP AND BOTTOM STAGGERED/ 2 e EACH END DOUBLE LATERAL JOIST 31h" x.1311- 10d NAILS OR 1/I6" X 2'i2" 2 15 GA STAPLE 2 ROU1S STAGGERED/ 8" D.G. W/GLUE. DECKING TO JOIST Ira" X D99 RING SHANK NAILS 2 6" O.G. PERIMETER/ I0"O.G. FIELD W/GLUE. BRIDGING BLOCKS TO JOIST 1/16" X 2V2" 15 GA STAPLE OR EQUAL 10 EACH END F BLOCK LEDGER STRIP TO JOIST 31/i" X .131" 10d NAILS OR EQUAL 6" O.G. (4" O.G. ON TWO-STORY) STUDS TO PLATES 1/16" X 21/2" 15 GA STAPLE OR EQUAL 4 EACH END OF 2 X 6 STUD DOUBLE STUDS 1/16" X 21/2" 15 GA. STAPLE OR EQUAL I ROW 16" O.G. HEADERS TO STUDS 1/16" X 21i=" 15 GA. STAPLE OR EQUAL 4 PER HEADER MEMBER ® EACH END OF HEADER WALL BOARD TO STUDS I 'i6 X Ilia" DRYWALL SCREWS OR EQUAL 2 12" O.G. W/GLUE BACKERS TO PLATES Z/I6" x 21/z" 15 GA STAPLE OR EQUAL EACH END AS NEEDED INTERSECTING WALLS h0 X 3V2" WASHERI-IEAD SCREWS OR EQUAL 16" O.C. WALL TO FLOOR h0 X 31/21, WASHERHEAD SCREWS OR EQUAL I6" OL. STUDS TO PLATES 1/16" X 21i2 " 15 GA STAPLE OR EQUAL 4 EACH END OF STUD DOUBLE STUDS 1/16" X 21/z" 15 GA STAPLE OR EQUAL I ROW 16" O.G. CRIPPLES TO PLATES/HEADERS l/I6" X 21/s" 15 GA STAPLE OR EQUAL 3 e EACH INTERSECTION (MAY BE TOENAILED) HEADER LAYERS TO EACH OTHER 1/16", X 21ii" 15 GA STAPLE OR EQUAL 2 1211 or- WAGLUE HEADER TO JAMB STUDS 1/16" X 21/2" 15 GA STAPLE OR EQUAL d PER MEMBER EACH END WALL TO FLOOR 3V2" X.131" Ibd NAILS OR EQUAL AND/OR 90 X 31/i" WASHERHEAD SCREWS OR EQUAL 8" O.C. I6" O.C. DOUBLE TOP PLATES VI6" X 21/z" 15 GA STAPLE OR EQUAL I ROW 16" O.G. WALL BOARD TO 51UD5 I % X Ilia" DRYWALL SCREWS OR EQUAL 2 12" O.C. W/GLUE BACKERS 70 PLATES l/16" x 2~i" 15 GA STAPLE OR EQUAL EACH END OF BACKER AS NEEDED NTERSECTING WALLS 0 X 3Vj" WASHERI-IEAD SCREWS OR EQUAL D DRYWALL t0 STUDS (ALTERTIAtE) MIN. WIDE 5TRUCTURAL P.VA ADHESIVE I6" O.C. SIZE OF FASTENER NUMBER/SPACING AND LOCATION RIDGE BEAM TO TRUSS 3" X.131" Ibd NAILS OR EQUAL SEE TYPICAL DRAWING: UBG ROOF DETAIL ATTIC ACCESS TO ipJSS l/I6" x 2!z" 15 GA. STAPLE OR EQUAL EACH END OF BLOCK z 0 TRUSS TO SIDEWALL (RANCH) '10 X 31/2" WASHERHEAD SCREWS OR EQUAL 2 TOENAILED ®EAGH TRUSS u EDGE RAIL 70 TRUSS 1/I6" X Zli=" 15 GA STAPLE OR EQUAL 4 e EACH TRUSS 0 k' x w SPECIAL NOTES DRAM BT: MODEL ~ EM V ESE HOMES oOMES 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO.50513 COLORADO BUILT DIVISION 22 APP COVED BY: SCALE NOT TO SCALE TITLE Ila DATE, FAFENING 5CHEDUL FASCIA TO TRUSS T/16" X 21~z" 15 GA STAPLE OR EQUAL 3 EACH ?BUSS COMPRESSION STRIP TO 7PoJS5 "1/16" X 21/2" 15 GA STAPLE OR EQUAL i EVERY 4" O.C. COMPRESSICN TO RIDGE BEAM T/Ib" X 21iz" 15 GA STAPLE OR EQUAL 1 EVERY 24" t0 36" GYPSUM TO TRUSS 341, x I" FOAMSEAL BEAD CONTINUOUS I SIDE TRUSS TO SIDEWALL (GAPE) '10 X 31i:" WASHERHEAD SCREWS OR EQUAL 3 TOENAILED ®EAGH iRUSS iR155 TO END WALL N0 X 3t,2" WASHERHEAp SGT OR EQUAL Ib" O.G. MARRIAGE WALL TO RIDGEBEAM/R41L '10 X 31i:" WASHERHEAD SCREWS OR EQUAL 8" O.C. (MAT BE TOENAILED) RIDGE5EAM/R41L TO MARRIAGE WALL 10 X 41/2" WASHERHEAD SCREWS OR EQUAL 8" O.G. (MAY BE TOENAILED) RAKE TO TRUSS (RANCH) 1/16" X 24z" 15 GA. STAPLE OR EQUAL 6" O.C. RAKE TO TRUSS (GAPE) l/Ib" X 2V2" 15 GA. STAPLE OR EQUAL 2 ROWS 6" Or- OSB DECKING TO TRUSS l/I6" X Y%" 15 GA. STAPLE OR EQUAL 6" O.G. PERIMETER: 12° O.G. FEILD OSB INS. RETAINER TO COMPRESSION LIGHTWEIGHT STAPLE AS NEEDED TO HOLD IN PLACE OSB SHEATHING TO STUDS 'I/I6" X P/4" I6 GA. STAPLE OR EQUAL 6" O.C. PERIMETER 12" O.C. FEILD AND 4" O.G. WITHIN 36" OF CORNERS 51DING 70 WALLS 1/16" X P/4" Ib GA. STAPLE OR EQUAL Ib" O.G. ( OR AS PER Wm SPECS) DRIP EDGE TO ROOF I" X I" Ib" GA. STAPLE OR EQUAL 12" O.C. UNDERLAYMENT TO ROOF 1/I6" X 3/80 I6 GA. STAPLE OR EQUAL TO HOLD M PLACE SHINGLE TO ROOF Ilia" ROOFING NAILS PER MANUFACTURERS SPECS ROOF TRUSS AT EAVE: 16D NAIL EACH TRUSS TO PLATE AND 11/2" X 10 X 30 GA STRAP WITH 6 - 15 GA X 11/2" STAPLES OR EQUAL TO TRUSS AND TO WALL STUD, OR 2 EACH o8 X 35 SCREWS EITHER PLATE TO TRUSS OR TRUSS TO PLATE, MAY BE ANGLED 30 DEGREES TO VERTICAL. ROOF A "SIMPSON" H5 OR EQUAL TRUSS CLIP MAY BE USED, ASSEMBLY SECURING WITH SPECIFIED NAILS OR 3 -'8 X 3" SCREWS TO Tp155 AND TO TOP PLATE. ROOF STRUCTURE EXTERIOR WALLS AT CORNERS - 16D OR 15 GA X 211/2" STAPLES, OR 08 X 3" SCREWS ® 12" O.C. l/Ib" 055 SHEATHING OR PANEL SIDING FASTENED 8" O.C. TO ALL FRAMING, LAP 2" ONTO FLOOR FRAMING. BLOCK EDGES. INTERIOR WALL TO FLOOR AND TO ADJACENT WALL - 16D OR 15 GA X 2 12" STAPLE 12" O.G., OR 08 X 3" SCREWS AT 16" O.G. FLOOR STRUCTURE IbD NAIL 16" O.G. OR 15 GA X 212" STAPLE OR 013 X 3" SCREW 8" O.G. PLATE TO RIM JOIST. LATERAL 5EOTION 16D NAILS OR 15 GA X 2 I2" STAPLE OR O8 X 3" SCREWS 16" O.C. PLUS 30 GA 11/2" X 10 STRAP WITH 6 - I6 X 11j2" GA STAPLES OR EQUAL EACH END. ENE) WALL I6D NAILS OR 15 GA X 2 12" STAPLES OR P& X 21/2" SCREWS CEILING RAIL TOENAILED TO TOP PLATE 16" O.G. SHEATHING EXTENDS ONTO ROOF FRAMING EDGES AND END JOINTS ON STUD OR BLOCKING 1/16" 055 OR EQUAL I&D AT 16" O.G. OR 15 GA X 21/211 STAPLE OR 08 X 3" SCREWS EXTENDS 2" MIN ONTO FLOOR FRAMING VE : MODEL MOL)FICATI046- I E J ES93 HOMES DRAM APPROVED B7: TYPICAL 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT SCALE- NOT TO EGALE TITLE 2 DIVISION 22 DATE: MODULE A55MLY AT OPENINGS 30 GA 11/2" X 10" STRAP EACH STUD TO FLOOR AND ROOF FRAMING WITH 6-16 GA X 11/2" STAPLES OR EQUAL EACH END UNION WALL 901-IRC-20609 2411 STRETCH 24" STRETCH II` I~ 12" STRETCH 12" STRETCH 3 3 a 5 i i I ! II Q ! K 6 K Il I 11 31 ]I ]I 24 2I 3I ZI ]I 39 1. 'I 33 3 I 35 3I 3I 1-411 30 R E v 1 9 1 0 N 6 pRAy3~ gy: or.. MODEL 901 RC 3(060 °~EET: SUMMN CREW 1NONL5lN`J ~ ' s JOE NEADLEY 3-BEDROOMS 2-BATUS AYTOM rA- eox m, eERlXOIm, rA. eo n 2221 L 1 N 4B VS = 11-0" OR 114 COLORADO BUILT DIVISION 22 DATE: 01-04-2005 -1 ELECTRICAL PLAN DEVELOPER SERIES 05/10/2005 03:01:30 PM SEC, 'B" NOT J COLD INLETS TO EE CONVECTED TO WATER HEATER AND WATER SERVICE AT JOB SITE BY OTHERS 3A' x 6' (MIN) METAL NIPPLES W/ LNIONS TO WIR HM NOTE: 31i DRAM PIPE FROM T. t P. RELIEF VALVE SHALL TER11RATE WITHIN 6' ABOVE FLOOR AND TURNED DOM INTO THE APPROVED POINT OF D15CHARGE OR TERI'IINATE PER UFC SEC. 1001. NOIt5 4 LtCstNV WATER SI$PLY PIPING :CRO5SLRKED POLYMMENE W/ NEW FINNS PER FITTMGS ASTM 0-3309 MATERIAL SHALL BE AS P6811T1ED BY STATE AID/OR LOCAL CODES. PIPE SUNG BASED ON PRES° M RW.E OF 46 TO 60 ML MAX ALLCLLWBLE LEMTH OF M Fr. INLET TO BE CONNECTED TO RLLMAY VALVE ON DISCHAIME SIDE OF WATER METER AT JOB SITE BY OTHERS, r--3 COLD WATER PIPING HOT WATER PIPING t-oa RXUJRE SUPPLY VALVE 5 3A' RLLWAY VALVE NOVA NOSE BIBS >--1 1y' 1 PIPE 14, V PIPE CQVFOFM TO 2wo IPA CODE SUN NOT CREST HOM R E V 1 9 1 O N 5 DRNW BY: ENS. ~ 901 IRG 30609 t1EOO® Sy- JOE HEADLEY 3-BEDROOMS 2-5An 6 W 2=1 CLAYTON LANE PO. p 10. OERINWD, 00.00619 Vp IV COLORADO BUILT SDN.E: va - r-0" OR V4 = I'-0" TITS ` WATER UNE PLAN DIVISION 22 DATE: 01-04-2005 DEVELOPER SERIES 05/10/2005 03:01:50 PM FLOCIR PLAN NOTES: CIRCUIT INFO RMATIO N I. DESIGN COMPLIES WITH 2003 IRC AND 2002 NEC. DEAD LOAD = 15 PSF (OPT. ROOF LL. = 90 OR 125 PSF.) ROOF LIVE LOAD = 45 PSF DESIGN LOADS 2 CIRCUIT NO. TYPE AMPS COPPER WIRE SIZE , : . FLOOR LIVE LOAD = 40 PSF OR 110 MPH ® EXPOSURE B) s EXPOSURE C 110 MPH HEIGHT SF (BASIC WIND 9 15 FT 25 I GENERAL 15 1411 W/GROUND , . : . WIND PRESSURE = P 3. OCCUPANCY = R3 OR 1 < 2 FAMILY DWELLING: CONSTRUCTION = TYPE 5-N, SEISMIC ZONE A,5 OR C UNLESS SPECIFICALLY NOTED 2 SM APPL. 20 12/1 W/GROUND 4. PLAN MAY BE BUILT REVERSED d MIRRORED. 5. WINDOWS AND/OR DOORS MAY BE RELOCATED WITHIN A ROOM. 3 GENERAL 15 14/2 W/GROUND 6. 2 x 6 EXTERIOR WALL FRAMING IS STANDARD (NOM. 6" THICK). SIDING AND/OR SHEATHING NOT INCLUDED IN EXTERIOR WALL THICKNESS. MIN. WALL HEIGHT IS 1'4911. 4 SM. AF'PL. 20 12/1 W/GROUND 1. MARRIAGE WALLS ARE 4" THICK, ALL OTHER INTERIOR WALLS ARE 41%" THICK * UNLESS NOTED OTHERWISE. l NOMINAL) RANGE HOOD 15 100 CFM AND IS EXHAUSTED TO EXTERIOR OR THE RECIRCULATING TYPE. 8 5 WASHER 20 12/2 W/GROUND . 9. BATHROOM VENT FANS ARE DUCTED TO EXTERIOR IS STANDARD (ELECTRICAL RANGE IS OPTIONAL) 6 GENIERAL 5 4R W/GROLPID . 10. GAS RANGE 11. FURNACE BY OTHERS 1 GENERAL 15 14/1 W/GROUND 12.50 GAL. ELECTRIC WATER HEATER IS STANDARD 8 OPT. D.W. 15 14/2 W/GROUND ELECTRICAL LEGEND 9 OPT.GD. 15 14/2UWGROUND GENERAL RECEPrICLE THERMOSTAT DENOTES GF.C.I. I GF WP DENOTES II GENERAL 15 14/2W/6ROUND 110 VOLT - 15 AMP . . PROTECTED WEATHERPROOF T INTRPT N AU FLUORESCENT LIGHT 12 BATHROOM 20 12/1 W/GROUND . D F GROU L RECEP. 110 VOLT-15 AMP SMOKE DETECTOR CEILING LIGHT R DENOTES RECESSED 13 GENERAL 15 14/1 W/GROUND SMALL APPLIANCE RECEP.110 VOLT-20 AMP MAIN PANEL WALL LIGHT SINGLE POLE SWITCH 3 DENOTES 3 WAY 14 SM. APPL. 20 12/1 W/GROUND 220 VOLT RECEFT. CEILING VENT FAN WITH LIGHT ® SPEC. FURPOSE CONNECTION TOTALLY ENCLOSED FIXTURE 5 SMOKE ALARM 15 4 2 W/GROUND SMALL AF'PL. RECEF'i. AMP 16 GENERAL 15 I4/2W/GROUND 120 VOLT - 20 . GF.I. PROTECTED I SMOKE DETECTORS ARE INTERCONNECTED. FOR MODEL W/ BASEMENT, A " 14/3 WIRE 15 RUN FROM UPSTAIRS 11 SM. APPL. 20 12/2 W/GROUND SMOKE DETECTOR TO UNDER-FLOOR JUNCTION BOX OR AMP CONNECTED (ON SITE CONNECTION TO BASEMENT SMOKE DETECTOR). SMOKE DETECTOR MUST HAVE BATTERY BACK-UP IS GENERAL 15 14/1 W/GROUND 2. ELECTRICAL: 200 AMP MAIN t SERVICE IS STD. W. HEATER 20 12/3 W/GROUND 3. OPT. 220V W.W. AND ELECTRICAL FURNANCE TO BE WIRED PER MFG. SPECS Y STATE /LOCAL CODE N ' " 220 DRYER 30 10/3 W/GROUND . 12 AWG. WHE REQ D B d. MIN. WIRE SIZE TO BE 5. ARC FAULT PROTECTION 15 REQUIRED FOR CIRCUITS SUPPLYING RECEPTACLES <SMOKE DETECTORS IN BEDROOMS VOLT V~ OK. 40 8/3 W/GROUND 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 22" X 30". AS REQUIRED BY NEC 210-10 A LIGHT E SWITCH WILL BE INSTALLED. 4. FIRESTOP ALL MECHANICAL E PLUMBING CHASES ® FLOOR AND CEILING. 5. ALL LIGHT t VENT REQUIREMENTS ARE TO BE PER CODE MINIMUMS. * DE5IGNATE5 FIELD WORK GEHEMS HOMES 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. SM13 COLORADO BUILT DIVISION 22 t 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 < COMPLETED ON-SITE. 1. ALL ELECTRICAL PANEL BOXES MAY BE MOVED t 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. 5. ALL PENETRATIONS THRU THE CEILING 4 FLOOR TO BE FIRESTOPPED. S. WARM SIDE VAPOR BARRIER 9 WALLS d CEILINGS CAN BE KRAFT BACKED INSULATION OR SPRAYED ON PROKO PRODUCTS " INTERIOR VAPOR BARRIER II" (OR EQUAL). v 1 5 1 0 N 5 mmN BY: ENG. MODEL: CHECKED BY: SCALE: 1/8 = I'-0" OR 1/4 = I'-0" TITLE: MISC. DETAILS DATE: SHEET: A-5 z~ 0 D RAIN LINE LEGEND UBC I I-IR" PIPE II 3" CLEANOUT PLUG 21 3' LONE SWEEP 114 BEND 31 3" L.T.T.Y. 41 3"X 5-W 3- DBL. 114 BEND 1 2" PIPE 12 3" CLOSET FLANGE 22 I-VF 5AN. TEE 32 2"X I-IR°x I-IR" L.T.T.Y. 42 4"X 3° CLOSET BEND 3 3° PIPE 13 I-V1" AIR ADMITTANCE VAVLE 23 2"X 1-VL"X I-i2" SAN TEE 33 2"X 2"X I-In" L.TT.Y. 43 3"X 2" FLUSH REDUCER BUSHING 4 1-Vl° CONTINOUS WASTE 14 3" SAN. TEE 24 2'9 2"X I-IR° 5AN TEE 34 2°X 1-V2"X 2° L.T.T.Y. 44 3"x I-IR° RUSH REDUCER 612SHMG 5 I-12" P-TRAP 15 I-V2" WYE w/ FITTING G. O. ADP. 25 3°X 3"X 1-IR" SAN. TEE 35 3"X 3"X I-V2" L.T.T.Y. 45 2°X Wn- FLSH REDUCER SUSHINS 6 V. P-TRAP IS I-V2" 1/4 BEND 2B 3°X 3"X 2" SM. TEE % 3"x 3°X 2" L.T.T.T. 46 3"x3'k3"z3' DWV DOUBLE T T 3°X3"X2 "X2° DOUBLET IT 2° 114 BEND 21 3°X 3°X 2"X I-V2" DEL SAN. T. 31 I-V2° I/& BEND 41 2"X2"M'X2" DWV DOABLE T B 3" CAP W CHAN IS 3" V4 BEND 28 3°X 3"X 2%( 2" DBL. SAK T. 38 2" 1/5 BEND 9 I-IR" CLEANOUT PLUG IS I-V2° LONG SWEEP 114 BEND 2S I-VT' L.T.T.Y. 5S 3° I/B BEND 10 2" GLEANOUT PLUG 20 2" _ °J.LEEP 114 BEND 30 2" L.T.T.Y. 40 3°X 3"X I-V1"SNITEE w/!"S. INLET UBC APPROVED AIR AD1`11TTANCE VALVES CAN BE OPTIONED MTO THIS PLAN CRDI E II HOMES R E V 1 S 1 O N 5 DRdLLNBY: E G MBE 901 IRC CVEOG® BY: JOE HEADLEY 3-BEDROOMS 2-5ATHS 2", CLAYTGN LANE PO ID CO 30609 10, . . 80513 COLORADO BUILT ILT DAME: . I'-Vu OR 1/4 = 1'.0- T-m-°` PLUMBING PLAN DIVISION 22 DAIS: 01- 01-04-2M DEVELOPER SERIES 05/10/2005 03:01:40 PM - _ . ~o~~-so ~oN aor ~1Hs 50-GZ-~ ~31d~ . dd(1~ '1 •,l8 NMb'~~ d M 1M1~d JNI100~ 1N3~N~ON~ITdM JNRI~6 ~~lON Sd ~3lb~S '100.~ ~3d N8/l ~0 3dOlS WfiWINIW d ld A2 ~ AZ 'e~ ~.~cl ~ `3~d~af1S 3H1 Ol 1311f10 ~l1Ub'b~ 33~~ d 34Ut0bd a0 Wadlb' a31dM H91H V ON'd ~j dWfid l~ll tl H11M lid dWf1S ~31da0~2l3d-NON V Ol Nf121 38 O~f10HS Nib'bQ 3Hl ~l ' SS ~l~d1N0~ 31d0 ~,e sNOis~n3~ ~ ~ 30i51f10 W31S1~5 N1V~Q'IY~3Hdl~3d ~Vd51MV~ ~0 5'11V1~ ~ ' I~: 6-L58 ~0£ - 3NOHd • ~ S~Z6-L58 (~0~) - Xd3 09Z ( ) = AZ 1Z908 0~ 'NOldfll 1~0~ `3(1N3~d b3~N3a S~L ~ . ('d,ll} ~d83~ , ~ ~NI~~~NI~N~ SNIb'~d N~IN • • ° ; ~b~~l~3n ~~~a (~d,ll) ~d83~ ~ ~d83~ N . O~b~0~0~ ~11Nf10~ NOS~3~~3f' ~ w `3~OI~1d3HM `NOISII11a8f1S 1S00~ S,,l3ll~ `8 lOl NO ' o~ 1_ ~ ~ 1N10(' NOISNddX~ „Z/l ° 3WOH l~~{Wb~ 3~~NIS ~I~OlS 3~~NIS d~0~ Nb'ld NOIld4N 0~ ld~il~~~ '~'0 ~ . . ~d83~ b# Z ; . ~ _ ; ~~/y~ y 3,1`d1d ~ C f-^ j ~ ~~INJ ItY (+/~~}~y-~' - 1C ~ MQ ~~7 t~iY~Gi ~ / . . . 1~d~1~ ~QO~ , H S~W ~QOl f d~tll ~ 0~b , ~t~S~~ 3 d ~3~30~ ~ 1Y~012ad 1N3/19 (XB ~ ~ , ~ 51.10A ~ONaMd A I ( d,ll) ~b83~ ~ ; ' T. ~ ( d~tU ~ 0 ~~b - - Xd OSZ6-LSS ~0~ - 3NOHd 5110fl ~ONaMd A I X.ZII N3 8~Z6 LSS (~0~) ~ ) ` l ~ `3f1N3~d ~3AN3a ~~L ~Q ~ 1Z908 0~ NOld(1 la0 ~OH~ S o ~ ZSda ~S340~ JNIQlittB 9NINN3h09 3H1 H14N 3~NV0210~~tl NI 38 lltlHS NOI1~fRI1SN0~ llV 'Ol ~ ~ '1N317~If103 2!0 NOSdN~IS A8 XtlY1Z 2i0 1331$ SS31Nftli$ 38 1IbHS 400M 031tl32ll /M 1~d1N0~ NI 'tl10 NI ,L/l NVH1 SS31 32ltlM021VH lltl '6t ~ '1a0d3a S1105 otl321 '1a0d3a SlIOS NI '0'N'tl SBtl1S 2lOOl.~ aN7 SNOI1LL21tld iIORl31NI llV N33M138 3JbdS OIOA Wf1WINIYI ,f 30tA021d '8l . '1~3POad SIHl .i0 N011~fiN1SN0~ 3H1 O1NI ~31V2IOd?10~Ni 39 ~1f10HS 1?JOd321 SlIOS 3Hi NI 43NIV1N0~ SNOIiV4N3YVW0~321 lltl Yl - 'lVta3lVYi JNllll~r~78 AB 3did Q31V2JO~a3d ~Nd H~Oa 2l3M1I?1 3F11 i0 9NI`JJOI~ 3ZIYVINIYI Ol '1N3ltlAIf103 a0 ~R18Vj a3lllj 3111X31039 H11M o3a3h0~ 38 Ol(IOHS l3AVa9 3N1 i0 d01 3H1 "H~N32ll 3Hi ~ - ~ ~ a .~0 H101M llfld 3H1 2f0~ 3dld 3Hi M3A0 S3H~NI 9~0 V~fiwlNiW d 03~tl1d 38 ~'iftOHS H~0?1 a3AR! 3H1 '(~3211S3Q SI 100j 213d H~NI ti/t} 'a31VM !0 lVA0W3a iN3t~ijj3 31YiIlI~Vj Oi 100j 213d H3Ni B/t j0 3dOlS w(iWINiW V 1V '3~Vj21fiS 3H1 Oi 131if10 AlIAd~`J 33a.i V 301~Oad 2J0 WMtlIV N31VM H91H V ONY dWfld d N11M ild dWt1S o31Va0~213d-NON V Ol Nft2i 38 ol(10HS NIV2KI 3H1 '9NI1003 3H1 j0 Y101108 ~ 3Fi1 M0138 S3H~NI 4 j0 Wt1WINIW tl ~3~Yld 9N138 NIW2J0 3H1 j0 QN3 H91H 3H1 1V 12l3ANI 3H1 H11M a313Wia3d a3100! 3H1 30 13n3'i a3MOl 3N1 ~NnOatl 4N31X3 alf10HS NI7ao 3H1 'N'JOa a3nia H~NI Z/t-t Ol 4/£ NV3la ~0 53N~NI Zt AB S~H~NI Zt .~0 WfiWINIIY 7 NI ~3Stl~N3 (032R13l32Id SI 3dld ~Ad t 431VN0.~2J3d OpRI.) 3did NIV21~ Q31'V2lO~a3d J313NIVI~ H~NI 4 V NItl1N0~ IINA FqIHM M3NI'I ~Ad [ j b HltM ~3Nil 38 Ol(IOHS VI3ISAS 3~VNIVaO 3H1 ~SlIV130 NIVbO NOI1tlONttO~ ~3H1 3Sfi 'o3aino3a SI NIVa~ V N3HM '1a0d32! SlIOS 2i0 2i31131 3lOH N3d0 213d 0321I(103a 38 IIUA NIVa4 '9l ~ 'l . ~ 300~ 9NIQlif18 ~MI OOOl 2i3d SD' Stl3Mtl 9NIAll 318t+1~VH 30V219 M0139 1lM i10~ S1ldM t~I1VoNf10~ !d 4311V1SNl 38 9NIj002ld dWV~ 1VH1 4N3iYW0~3a 3M 5l '1210d321 S1105 NI '0'N'tl lVi?J31VYV 1NIOf` NOISNtldX3 ,Z/l ~0 35f1 A8 S3aN~~a1S 1 1210ddf1S i13H10 t!0 SNW(110~ ~SWV38 30tl21`J ~SIIVM W02l~ ~31tllOSl 3B lltlHS SBVlS '4t I 'ANV5S3~3N Sb NOIIVQN(l~j 3~d21B '3RIlNN2i311Y Nd Stl 210 '3~Vld S3NV1 l1tlM NOI1tl~Nf10~ ANd 1SNtV9d 9NIllIjN~VB 32i0~38 3~Vld Nt 3$ ol(lOH$ SY131S1.S a001~ '£t '3~tl2p 03HSINIj M0138 Wf1N11NIW S3H~NI 0£ 38 Ol S2131d MO SQYd 3aYf10S 210R131X3 'll 0310N 3SIM233H10 S531Nli N'JIH1 ,8 38 O1 3aV S~N1100~ llV 'tt . I 340~ ~21I OO~l 3H1 j0 SN6ISIA02id " I S N011~f12llSN0~ 1tlN012N3AN0~ 3H1 HitM 3~NV~2lO~~tl NI 38 lltlHS 9NIWV21~ a3H10 llV I '300~ 9NIQllrlB 1tl~Ol N3d 38 l1VHS NMOHS lON S2l30V3H llV 2l33NI9N3 AjIlON 3Sd3ld '~321153~ SI SIHl ~I '3?Jf11~fk11S 30d2~ 3A08tl AN'd NO (SOdOI 1tla31tll 3'I) ~NIaVOI oNIM r f ANV a3A0~ lON S304 ll 'Q3153f1b321 SV NJ1530 lVBfll~f1211S 1d~11b3A 031IVIIl 34f11~Nf _ - - AVW Ntlld SIN! 'J3h3MOH 'N91S34 NO11bONf~j V A1N0 SI NVId NOl1V~Nf10j SlHL 'Gt 'SNOtil00V 2!0 /ONV SNOISN321 ANtl aQj SNVId 7vani~3liFa~av ao /nr~+ a~NMO H1UM 31VNI~Jituu:: 'riA~v'i5 3& ivH ~dVi ~ri, nVW SM~oNUt 1N3Y13StlA ~Nb' '513~~Od ~VN38 'S13SNI 'S3h331S 'Sd31S NOI1tlONftOj 'S3J031 H~R19 '6 a33NI~N3 3H1 i0 NOI1N311tl 3H1 Ol 1H9t10218 38 Q7f10HS 53~NVH~ 1N3t1035Bt1S 'B 3SVAa3H10 ~310N SS3lNf1 'SNd1d 03HSIN21Ri 2l3wA0 210 ~Ntl a01~b'a1N0~ 3Hi NO p i~ NMOFIS Stl SN011~32lI~ aNV SlIl+13Q 9NIWtl2l~ NOdfl 43Stl8 SI N9153~ NOIIV~N(lOd Y ~ ' . • (~o~N~N a~i3e ao ~s~+ s~=aj ~u~ stv wlsv 3e r~HS ~~s ivani~nais ~nv ~s - - - - - - - - - - ~ i~r ~.bz eo wnwiNir~ v ada3a iiv dn 'ada 9NI~a03Ni38 3l8VOl3M 90L-d ~ava~ 3B Oi T3iS iI1CN~r~MB"5t9-d YV1SV Ol W2lO~NO'J ('d~ll) 3~0~ lb~Ol ?~3d 1'IVHS ~Ntl ("0'N'i1) 13315 30tl2p 09 MO 09 ~314a0~30 38 IIVHS 521V8 ~NI~210~NI32i 'S Sb 3~ddSlMd~~ 31d~I1N311 ~o~N~n ~saoort =a~ ~o ss3als ~vanx3i~ v ~,vH IIVHS NMONS SWtllY211+d 2i0 SWVI-021~IW lltl ('0'N'fl) 3SIM2t3H10 ~310N SS3lNf1 2131138 210 ZN ai~ W3N 38 llbHS NMOHS a38Wfil lVN0~N3WiQ llV 1N3Yt3~ II 3dA1 ~NINIVINO~ 'Sl.tlO 8l 0 Hi~N32llS 3AISS32ldW0~ ISd OOSC ~0 Wf1WINiN1 V 38 01 3132PJN0~ ll+/ '4 '8L-8694 W1SV AliSN30 a01~021d ~21VONd1S ~0 1N3~M3d S6 1SV31 1V O1 ~31~ddN10~ ~NV 3afll5lOW W(1~II1d0 j0 1N3~a3d Z~ ld ~3~dld lV~i31VN1 lll! 2~ l10S 43A21f11SI0Nfi 'lV2!(11VN NO 030N(lOj 38 lltlHS 34V2p NO S8d1$ QNV S9NI100! 1lV ~ t s '~Sd OSZI = All~tldtl~ JNIaY38 lIOS 'jSd Oi' N = ovoi ~nn aooi.~ s'~sd a m obOl 3rtil ~OOM 'V ~SOVOI N91534 'Z ( 5~-8-Z ~31VQ . F . aNf 9NRi33N~JN3 SNIVId FIJIH A8 3115 3ti1 210~ 1210d321 NOI1V911S3~Nk 'IV~INH~31039 'd j0 SNOIiVON3YiW0~321 3H1 H11M 3~Ntl0?JO~~'d NI O~tlbOlO~ `A1Nf10~ NOSa3.i.~3f '394R11d3HM 'NOISHI48fiS 1S002! SJ~31R1 '9 lOl ltl 3WOH AIIVNj 3l`JNIS 'A2101S 3lJN~ V NOj 03NOIS34 SI NVId NOI1VONflOj SIHl't • T ~SNOI1d~1~1~3dS aNd S310N ~d~3N3~ r W i Q ~ • - - - - - - - - - - - - - - - ~Id134 l~dM ~NI~'d38 ,1R_. 33S ('d,ll) ~NI100~ ~ ~ 1N3~N3d30N1 ,~OZ X „S /M S31dld d01 8XZ-Z/M ~~b'M ~NI~b38 9XZ e vd va a 3 d Ol b d ~tldSlMda~ ld IlN 1 'dAl 39Ntl1~ Wd38 i dlNl 2i tl2113N d 1S W 1 1 wra 'o a bi 1 13SINtl21 M WV 31 1 31H d d 1 H b'lltl N ~ N Ni i~N d a~3 vM ~da ` '~NI JNb 3N19N~ (~3NM0 ,l8 a31d~0~ Nld d H91H ~0 N I1N lt+ Hl 1 1H f1021 l dH 38 Nd~) SS3~~b 3~'ddS1Md~~ 1 . j ,l Ndd3a SI NOISN YVI ,lNb 'N011~(lalSNO 3a0~3 SNdld 3WOH 21V1(100W H1IM SNOISN3WIQ llV J.~RI3A ~ ~310N ~ 4 ~ 'NOIlbaNflO~ 3Hl ~0 SON3 3H1 NI 03~if1b3~ 3~d S13~I~Od ~~i\ ~ . I--- 0 Ol a31~i~3~ 38 ~IbHS SWd38 ~(1H 3Hl ~0 Hl~N3~i 3Hl SN011d~Nf10~ 3d~ll Wb38 SSO~~ ~0~ W'd38 ~I 3NIW~313 W H 4(1H b` NO SWb`38 3WOH ~0 3ZIS ~1~1~3~^, I~dHS ~3NM0/~Ol~b'~1N0~ '9 S13~i~Od Wb`38 ~NIl~f1~1SN0~ Ol ~Ol~d 3 0 _ _ _ _ _ _ _ _ _ _ 'S13~i~Od W'd38 ~Nll~fl~1SN0~ Ol ~Oi~d ~1~I~3A lldHS ~3NM0/~Ol~d~1N0~ '~WOH ~9f1 ~ ~ ~ 3Hl HlIM HSfll~ SI Wd38 3WOH 3N1~ 3~dI~~dW 3Hl 1dHl ~~Wf1SSb' S'dH ~N1~33NI~N3 SNid~d H~IH ~5 3H1 ~0 W01108 ~ I ' N3W3~1(1~3~ 3~dNId~O J~~dSS3~3N ,lNd aNb' N011~310~d 1S0~~ `S.1-I~13H l~dM NSINI~ a3~iS3a 3Hl Sl N~'d~►vldW ~l S3ad~~ 311S Q3HSIN1.~ 3Hl ~3d Sd SNMOa d31S aNd SN011~3S l~'dM ~~dQ~d 3HJ. 1~f1~1SN0~ Ol ~Ol~d~1N0~ :ti ~ I t  3H1 KJ 3181SNOdS3~1 38 a0 `ONPJ33NION3 SNldId HOIH Ol S310Ndd3a0Sio l,Nd lHOd3a 01 ,ldb'SS303N SI ll '3WOH SIHl ~J0J SNbld NOIld(]N(10i SSN1~J33NISN3 SNld-ld HSIH NO 43SOd0~ld 3SOHl S(1Sd3A SNOI:;N3W1CI 3WOH lb(llod J,J1~13A '2 S331n~J3S 3S3H1 ~J0J SN0ISIAMJd J,8dSS333N 3AbW aNd SNOI1dO01 W'd38 18Oddf1S G3SOd08d M31A3~J 3Sd3-ld 'ObAH aNb 831dM `~J3M3S Sd Hof1S 'S301/1~J3S lo(1 a1S90 ,ldW 1bH1 NOllb'OM d NI 38 ,lv'W Wd38 l8Odd(1S 3WOH 3Hl 'Z '1`If1S38 IdVV 1dHI S3f1SSl Jl1NdMdM a3H10 l,Nd aNd laOddf1S AdMed1S `SNOIld?J13N3d ?~00 1J ONlaad!D3?J S3(1SS1 -ldafllofla1S WJ ~i3CIAOdd 6'dif1QOW 6f10,1 l-i(1SN0O r 'l Nd SNOISN3W10 ONd NOIldOOl ,IdMdId1S ,lJ183A 3Sd3~d `NOI1d?J13N3d ,lb'M8Id1S d 3AdH 7IM 1dHl S3WOH a0J fl i ~~+~-a~ ~-~-_.r, ___f I A10 I \ AIO ~ \ f ; : ; ; ~ % ~ 2XG 5TUD5 AT ! 6° O.C. W/ 5l8" TYPE 'X' GYP BD ~ TN~MPSC~N D~AWING WtIERE ~ 0 GARAGE ATTACIIES ~ 0 i 2X~ STUDS A1' I 6" O.C. Coniput~r Aicler,i Design ~ Dr~ifting 5er,v~c~;5 ~ TO t10U5E n~ ~ N ~ w1 s~a'~ ~me x~ ~a I ~~23 5catt5 C31uf~ ~7r~ve Wf1~P.E GA~A~E A7TAC~1~5 io house Falcon, CO 808:3 I Ph. 7 I 9, 268. I'~4 ~ ~N ~ ~y G NEERED TRUSSES @ 24 D,G. t di ~ ENGINEEf~D TRU$~ES ~a 24" O.C. ~ ( ~ ~ ~ ~ Q ~ ~ ' ~ ~ ~ A10 ~ 0 I ~ ~ I 0 ~ ~ ~ ~ ~ ~ ~ . . Y 1 . ~ i ~j, [ ~ 5 ~ ~ ~ . ~ e'x . . S , , ~ ~ ~ . > ~P ~ ~ 'i t ` ~ 1 ~ ` 1 ~ °n . ~ : d 3 , Z . 1 .l r ! ; ~ l ~ ~ •t ~ ~ ~ G ~i ~ < < ~ ~ x . . i ~ 1 ~ : ~ . • t ~ ` ~ - - ; , ~ ' j ~ ` ' ~~I i' ~ > n..rr. . ' ~ ~ - t E f ~~7 ~ . , , ( ~ ~ ' , ~,t ~ ~ k[' _ ~ ~ , ~ ~ ~ ~ ~ VJ i,,. ~ t..._.1~ . J ~ I~ , . . . . \i/ _ SCAL ; - i ~ ' . , . ~:t-., . t r : j ~ Ip ~ SCA~~: ~ ~ ~ ~ ~ ~ _ ~ ° _ ~ A5Pf1ALT ~t~iNCL~S OVER I 2" PLYVd / OOD ~ _ A5Pt1ALT 5t11NGLE~ aVER 112" PLYWOOD SIDIN~ 70 iv1ATCf1 I10USE CansulCant ~iDlNG TO MATCtI 110U5E ~ . . ASPhALT 5111NGLE5 OV~ft 1l2° PL1~tat/~}~p 12 ~ ~ ' ~ ~ , s t t t , p , 3 r---- EN~INEER.Ep 'tKUS5E5 @ 24" Q. C. ~ . ~ . . i ' ~ 1 c i~ . t` . t. , . , i , ~ ~ < , , ' , _ . , j i ~ : , . . . i , ~ !I i II ~ C~ , I u , _ i E~ ~ ~ ~GA E. L 1 -Q ~ T~U55 CCiP -11'PICAi GUTTEf~ ~ pOWNSPOl1T Registration 2X4 STUD~ AT I 6" O.C. WI 5l8" ~il'~'E 'X' GYP sD ~ U U Wt1ERE ~A~AGE ~TTACFIES ~ 12 TO h10USE 3 f/2" Sf1FATi1iNG 51DING Drawing Indez 51DIN6 70 MATCi1 I10USE 24~-a~  . . . . 5CALE: 1 1_011 l7rawn 6y: SRT Date: , I 1_011 ReviSions: 5CALk 4 DENVER WATER I)E:F AR'{efEr.T IN"M CUTS TONER BSCI DEVELC)F'f ENCT 13490 LAFAYETif:: C-1 THORNION, CO 00241. f-'agit 10VC} IC'E 1461.;'i DATE:. Ci4./14/rJ`. TIME; r0:U I PILL 10:: SAME Cf]wACT t4AME;' ED f{AUFMAN CONTACT PHONE (30:3) :Li-63:3 :f. CO]NIR'ACT M42 PAM IC J.PAT ION CODE : TAP fi:rZE:: i4 CHUB IO()i.?, YoU.i Re vlewaI Rep) . meter. _ - Repl Tali TAP # SERVICE ADDRESS AND UNIF 3573.99 Z'5675 W 37TH AV 357200 56135 W 3711-4 AV 3572)2 '35720, 5725 W 37TH AV PAR.T.. FEES FOR CIUA N DE SCR IF, r !OiN I4 i i SM, CRED IT A27:1100 ) ,ill, - C}ute;i.cie Rena> icl~:ntial A271.1.00 1 35':3.191;1 is C?3()G+($0.5;2'x'508ji~ Jgf't.) I t SDC - C}ufi_;i.de Re±s;identi..,I. AP91.100 3i"li?()0.$r_'3GU+($Uu52*5lp? 5(iF t.1 I i SDC - C)ut d.cle f:esi.de+nti.~~i €>c''i1.1.0C) I 3.`i'7i?U'r';:sRf?:3<)G-t{<gU.,~iL?'~.~i.t?U S(;G±; 1. SD, - C}ut;;icfe f"e'j.dent ia1 3 1 00 3:' i?()3 ;:$'r_':3004 ($0.521A 035 . . Sr•;F t ) COMMENTS„ iCifJ7E # )S CD WIR RATE CA) SERVICE ADDRESS CITY". S SAL F S iiEl=• fl.tii t Split sAF.l-'j,c:e _ Exi.~;ti.ngf mr•- > !_UCI( L.0-1 UN ['TS TYPE: STP 4 1. RE.S S'T'F °i I RES STF• 7 1. RE.S STF, f3 I RES 1:-00 PER -3/4" CC!UIV AMOUNT TOTAL ACCT # TX I, "`.;00.00 4,943-.68 4,965..00 4 , 9.`.75_'„00 4,944..20 Suiti'o'T'A[_ - TOTAL_ $ :iWR RATE: CD Z IF, -.6,000.00 4 , 9/sv..6f3 4 , 965.. 01.) 4,952..0U 4 y (l~~9'i• .YO I3, f3t)~r . Eif3 13,804.88 ifs DRIGINAL YELLOW COPY OF INVC}IC:E I'S NE:F:AED TO PICK UP MAIER1,ji-. WII ;L'L.C?-C!i?'>Y.OYid:?T- .~.'•y?1"V'1C(?=> Yellow-•Custa7inc?r Pint<--•A(:c(:)Url .irl9 Cr~~F• n--W.a to r Sailes 153DUSA KT 4I5C5KOLlo 'i16804.66CK 14515-54 rn w ' w O D -1 m m D d F o m o o s w ry p 2 - r a a' d m' m m o m w a y U\ S ? Z $~a ma_ v and -o C g2 gym, v oy' Oa m >CO m O 9mQ2 o°" m ZNr m ~m OG(m/)n mm 10 Q d y o~F aN d ACZ m m ❑ A w_ 0- a OCR -5 0 -g' ' gm FD.. m 2H in mmc mw n Z, m S vR ms m2-1 m g o f_ i 572. o:m m~ a M. 03 mym Lni m ~..ro.~ o ff5° c ~ m y_ a om ow $2. m 3 3 y 0n O 9 o , w° ~d3o. m °to .m m T -4Z 1 3 Q m ~a 3y~•.m H 3Q o N m ° o d Dm ~5 m° m mg m v --n \ r c p ' wmgn N ~m a o M ni . 3 0'o m ~i y m m m m w m mr'.~ v r w -Oi0 O e m -0 E z o. `S J m O 3 cox O O p x y oZ av ov~~ ~ ~ m°p OD Q mC ~..p n= o•YgF "i ~o DO Ste, i g go Z q vp 5p 0 m _ p _m u7 r n n m rv' m 3~ g m Z 9 m ~ ~ U` m a ,omm3 0 Z5 o 2 en E 3 O Z 05. m m 3 z< m CY 3 m b m3. mp?p m 3 m m 0r'o 0 y YO x b v~ d m~ m c 02 N 1 w° 43 m m 3 y D y I m cQ n o m rn 0 rxxm y ~ m 3 ~ S o r~ D a N n O 3Fan ,q ~`^.4 ? ,~8...mmym m a nova morn y yy 'm P_, 3mma cm m£ o~ 4 " O ri N n N U 0 a T o* c O m N A w no o n-^ m m mom°_ '3.0 m; oc j 9 O' 0' m m a to N e O '3 m 2 ' m J. 0 9,~2 ~ w nm3Z m m m~ m 4m . ji $mF5 m mm ~m d y ~ N U G m d c S N OT 7' y d 0 K aF m ~ SN d ~ o S m d m d a rn ~ ~ d ~ ~ P'~b' 3g mw3 v ' 30 =g H m m m y ~ ° $ ' Q N' w g h ~ a f~ ~2.g ~ m H~ v 3 A~ o y=d "s m F 0 m 0 a s r - aka 3 mm m a g35 o 0m 3 m3o 3 rem S « m a JUN-E3-2005 10:35 FROM:SUMMIT CREST COLORAO 9705324352 TO:3032352857 P.22 5- 31+ W-1 Permit Number RFScheck Compliance Certificate 2003 IECC REScheek Solfware Version 3.6 Release la Data filename: C:\Prog= FilcslCheek\RL•Scbcck\Summit.rek PROJECT TITLE: Serial# 10515 Model 901 Confitm# 30486 CITY: Wheat Ridge STATE. Colorado HDD: 6158 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO. U.12 DATE: 04/15/05 DESIGNER/CONTRACTOR: 5 ummit Crest / Genesis Homes COMPLIANCE: Passes Maximum UA - 257 Your Home UA = 249 3.1% Better Than Code (UA) Checked By/Date Gross Glazing Area or Cavity Cant. or Door Perimeter R -Value R-Value U Faetnr ILA Ceiling 1. Flat Ceiling or Scissor Truss 1456 3$ 0.0 44 Wall L Wood Frame, 16" o.c 1253 19.f~ 0.0 63 Window 1: Vinyl Frrmc:DoublePane with Low-E -slf 136 0.350 48 Door 1: Solid ~ 22 0.350 8 Door 2: Solid 22 0.350 8 Door 3: Glass 19 0.350 7 Crawl L: Solid Concrete or Masonry 627 0.0 4.0 71 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' Furnaw 1: Forced Hot Air, 90 AFUE 7-OG,1 , .t1 ; 0-7-1 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plats, specifications, sod other calculations submitted with the permit application. The proposed building has been designed to mete the 2003 IECC requirements in REScheak Version 3.5 Release 1 a (banedy MECcheA and to comply with the mandatory requirements listed in the REScheot btspmdon Checklist_ BuildedDesigner_T Date 'yam /3 :20Q~