Loading...
HomeMy WebLinkAbout5675 W. 37th AvenueThe City of Wheat Ridge Third Party Forr Check List Property Address R El" Permit Nurnber permit issued Date DEC I I An Owner Information Y60 1-7 Pr e Property owner Information Property owner Address Inspector Informations Inspection Company Inspector Name Inspector Contact info. Inspector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6.112 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 ISC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommend Inspector: Date, C/ 9 Propertv Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -pa ctio company to perform my roof ins -pa c 'o company ,PeFtion fFsubmit W4911 as t in lieu of the City of Wheat Ri ild'n '; i inspection. Propery Owner/Agent: Date: This original document and , third-pa d,,as well as the roofing checklist, must submitted tc the Chief Building Official vAthi seven days of the, final inspection. Drop off in person Permit counter 2nd floor 7500 W, 29th Ave Wheat Ridge CO 80033 Draft Date, 7/26/17 Please add note to reverse side The -City of Wheat Ridge Inspection Check Lis' notes Mid -Roof S6 7� w 3 7' 1�11'e Roof Inspection NIA ❑ Pass ❑ Fail ❑ N/A P9 Pass ❑ €ail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist [� NIA Pass ❑ Fail ;=lashing for reef and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) (� N/A ❑ Pass ❑ Fail Verify sheathing nail paftern (See.PoNcy & Procedures) #� N/A ❑ Pass ❑ Fail Crickets and saddles whefe needed ❑ N/A 1, Pass ❑ Fail Verify l3 vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/APass El Fall Step flashing shall he min. of 4x4 piece per shingle N/A Pass ❑ Fail Verify scuppers allow for proper drainage [I NIA Pass ElFail lce and water shield 2' in heated wall spaces ❑. N/A 4Pass ❑ Fail L. nderlayments must follow 2012 IRC 12012 IBC ❑ Iv/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A lei Pass ❑ Fail Dripedge shall have rain of 2" overlap ❑ NIA PC Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A lQ Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2=12 slope: Exception, detached garages, patios, carports, open on three sides with titin. slope of l N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPQ titin slope 114:12 slopip X N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-36 N/A ❑ Pass ❑ Fail Below roof commercial R-82 N/A ❑ Pnss ❑ Fail Modified Bitumen, EP.DM, TPfl min slope 114:12 slope mist be installed in accordance with the manufacturers specifications- Must Rave .manufactures letter of warranty with file address on the letter for final inspectionIh til �.C?O htr?,-gles R.equii e#3' ents PN/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on :;Dope 105a 3:12 j Nla ❑ Pass ❑ Faii Metal valley flashing shall be the sante material as roof PN,,A / ❑ Pass ❑ Fail Fetal valley flashing shall extend a mitt of 8" from the centerline with a titin, of 314 " high splash diverter rile built-in at the flaw line with sections overlapping a a rain. of 4" T IILI Roofs Reguirements TTT��� NIA ❑ Pass El Fail Clay andconcrete file shall have a lain. 2-112:12 slope Slopes 4:12 and under require doubte under -Jaymont The City of Wheat Ridge InsPection Check List notes Mid -Roof Notes _4 01- 7, 7z7—/ ll�e company NaMC / /, Inspector s'lgnature. P1 �'t_ Date of Inspectlor,.- T he City of Wheat Ridge ln�3pection Cheek List notes Final Roof hoof Ins@2ction }❑ NIA ❑ Pass ❑ Fail ❑ NIA KI Pass [❑ Fall Btructr ral roof components E]NIA 91 Pass ElFail Verify that no more than 2 layers of shingles exist NIA ❑ Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) NIA ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) R] N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ NIA N Pass ❑ Fail Verify B Vent must have boot same gauge as pipe Lj N/A W Pass ❑ Fail Verify Vent caps ❑ NIA . EK Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A X} Pass 0 Fail Stop flashing shall be min. of 4x4 piece per shingle NIA ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A x Pass ❑ Fail lee and water shield 2' in heated gall spaces ❑ N/A K] Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ NIA Pass ❑ Fail Verify roof slope for proper drainage ❑ NIA Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A IK Pass ❑ Fair Dripedge should extend down min 2" past roof deck ❑ NIA X Pats 0 Fail Dripedge shall be mecbanicaly fastened 12" CC N/A- ❑ Pass ❑ Fail 99 LB roll roofing shall not be applied to roof slopes less than 2.12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 lel N/A ❑ Pass ❑ Faii Modified Bitumen, EPDM, TPC min slope 1/412 slope 0 NIA ❑ Pass ❑ Fail Above roof insulation R-25 wA Q Pass ❑ Fail Below roof residential R-38 ( NIA ❑ Pass. ❑ Fail Below roof commercial R-32 [)[!�/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPQ min slope 1/4:12 slope must he installed in accordance with the manufacturers specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Reguirernents NIA D Pass ❑ Fail Metal roof Shingle* 5 -hall not be in3tallad on slope less 3:12 Q N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof lg NJA ❑ Pass ❑ Fail fetal valley flashing shall extend a mitt of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Refs Re€ uiretpenfs J I NIA ❑ Pass ❑ Fail. Clair and concrete the shall have a rain. 2-1/2:42 slope Slopes 4:12 and under- require double underlayment The City of Wheat Ridge Inspection Check List rotes Notes A-1✓fi Company Name, ��%�- � t3�� Inspector Slgnaturea Date of Inspection= i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: y'^ _L'oV Job Address: Permit Number: r�wi ❑ No one available for inspection: Time j1� ! ji AM/PM 'I Re -Inspection required: Yep No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Dater) ,')' \ � Inspector: �`' DO NOT REMOVE THIS NOTICE *** CONDITIONS *** ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved mid -roof inspection, conducted when 25-75% 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% 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. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. COMMERCIAL ROOFS: In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge ~,Joor Residential Roofing PERMIT - 201902465 PERMIT NO: 201902465 ISSUED: 11/21/2019 JOB ADDRESS: 5675 W 37th Ave EXPIRES: 11/20/2020 JOB DESCRIPTION: Reroof with IKO Cambridge asphalt shingles, 8/12 pitch, 25 squares total *** CONTACTS *** OWNER (970)333-3257 TAYLOR MIKE SUB (720)827-3120 AL LAMP 190330 MAXX ROOF LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,500.00 FEES Total Valuation 0.00 Use Tax 178.50 Permit Fee 188.45 ** TOTAL ** 366.95 *** COMMENTS *** *** CONDITIONS *** ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved mid -roof inspection, conducted when 25-75% 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% 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. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. COMMERCIAL ROOFS: 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. 1► � t 4 City of Wheat Ridge Residential Roofing PERMIT - 201902465 PERMIT NO: 201902465 ISSUED: 11/21/2019 JOB ADDRESS: 5675 W 37th Ave EXPIRES: 11/20/2020 JOB DESCRIPTION: Reroof with IKO Cambridge asphalt shingles, 8/12 pitch, 25 squares total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpennit 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 Budding 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 or !�an ' of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any de ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Whcat Ridge 11/21/2919 15:11 Cu»u AMOUN CDB822117 366 95 �� 5675 W 37th Aye. APPL/PERMIT NO: 201902465 PAYMENT RECEIVED AMOUNT= 366.95 PP / 1690 AUTH CODE!, 67269989 366.95 T0TAL__________________ From: no-reply@ci.wheatridge.co.us Sent: Thursday, November 21, 2019 2:28 PM To: CommDev Permits Subject: Categories: Online Form Submittal: Residential Roofing Permit Application Kim Residential Roofing Permit Application This application is exclusively for new RESIDENTIAL roofing permits and for licensed contractors only. Permits are processed and issued in the order they are received. You will be notified if your contractor's license or insurance has expired. The license and insurance must be current before the permit will be processed. 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. The Building Division permit counter is open from 7:30 am to 3:30 pm, 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 RESIDENTIAL reroof permit? How many dwelling units are on the property? Yes Single Family Home PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 5675 W 37th Ave Mike Taylor 970-333-3257 miketaylorcolorado@gmail.com Do you have a signed Yes contract to reroof this property? CONTRACTOR INFORMATION Contractor Business Maxx Roof LLC Name Contractor's License 190330 Number Contractor Phone 7209840624 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address al@maxxroof.com Retype Contractor Email al@maxxroof.com Address REQUIRED: Credit Card Wheat Ridge CC Auth.pdf Authorization Form DESCRIPTION OF WORK TOTAL SQUARES of 25 the entire scope of work: Project Value (contract 8500 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or both? (check all that apply) What is the specific pitch 8:12 of the PITCHED roof? How many squares are 25 part of the PITCHED roof? Describe the roofing Iko Cambridge Architectural Asphalt shingles materials for the PITCHED roof: i Type of material for the Asphalt PITCHED roof: Provide any additional House and garage detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 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. 3 Person Applying for Allan Lamp Permit Email not displaying correctly? View it in your browser. I SyUS CITY OF WHEAT RIDGE 6/29/2005 7500 West 29TH Avenue Wheatridge, CO 80033 - Inspection Line 303-235-2855 CgdVlneYthsdge ~n 3U3-234-5933 Residential New SFR PROPERTY 5675 '.37th AV LbT Unit: OWNER: Ed Kaufman (303) 919-6331 Description Single Family modular 30 x 48, with attached 12' x 22' garage and 6'x 20' porch 'lY is c. on i Units: I Occupancy: R-3 Walls: 2x6 Roof: Comp Stories: I Sq Feet: 0 I hereby eendly 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 rnvenanIs, caseme9in or restrictions of record; that alf measurements shown, and aneptions made are accurate; that l have read and agree N .bid. by 4c le ell conditions printed on fhjrppgij2ation, and that I me full responsibi6y for compliance With the Wheat liidge Building Cede (U.B.CJ and ant, Wheat Ridge ordim, toy/ yfk under tVPefmia fj~ p the app7 1 46=1 t was Issued -Rill ac once with the provisions set forth in your appication and is subject to the laws of the State a ..do ~d to the Zoning ans and Building Code of Wheat Wage, Colorado or any other applicable ordinances of the City. 2 This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. 3 If this permit expires, a new permit may be aired far n fee of ono-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspen on or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4 No work of any manner shall be done that win change the natural flow of water musing a drainage problem. 5 Contractor shall notify the Bum^r- •rnveaty-four(24) hours in advance for all inspections and shun receive written approval on inspection card before 6 Th f a it or he appr 1 of drawings end spetiBcanons shelf not be construed to be a permit for, nor an approval of, any violation of the ild on other ordinance, law, rule or regulation. Chief Building Inspector Wednesday, June 29, 2005 Page 1 of I IV 0 C) lD N O I Ao n o C CD c e a~ y C,D N M v Wg O 3 N IJ 7 W O A O W C) W O 3 N CD 0 - CD N m n W n 0 N a m 0 rt V R'Iv 14K yI pd Z y e n Q y V I% 0 a a N N n n c O Z 0 0 0 W o m r cA \ O• w v ~ V ~ N ~ ~ z (n 1 D 0 ( 1 ) v 0 ' m~ n ~D • v G o , ~ m v t- o a D G 0. N N O o a C O v Z 0 CD ^O ~ 0 o~ v - ~ to m 0• w CD m N n' r 1 Z L" 00 N O N • v _ ~ m n ' N --I tel. CD 0 v v m 2o 1 -3 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 5 75 .37 ,QCJ/~A'•~G ~n/i9~ /oe Guess F/2o~-/ ten! U,c~Ti C- 40 loea: 4 When corrections have been made, call for re=inspection at n^n n4A CO-2-4 v o~ O N 7 W n P O N W0 W O N A7 (D v (D CD CL w 0 'm N a H ~ O a w 0 CD t~ w ? O ~0 to CD N 3 l ~ CD (D 7 v a CD O O O W N V 0 rt 0 • 3 m rt r• VI C- 0 a CL C. U) N N 0 a c O z O v N ~ ov . .!e No CAM r O m w O Z (D vi N O o m rMIL _ -4 ov v m 0 CL Q. N N n n c J O 0 Z Mi% = -i O rn wU) N CD < w • N n r A 1 Z OI N ® a m Z z 0 (D o m Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 cal ct'JRa [iodye _.y. 7- ; ? Residential New SFR (f ` Permit Number 18907 6/29/2005 Inspection Line 303-234.5933 PROPERTY 5685 37th. AV Unit: (303) 919-6331 Kingsley Whipple OWNER: Description Single family modular. 30 x 48, with attached 12'x 22' garage and 6'x 20' porch IM Units: 1 Occupancy: R-3 Walls: 2x6 Roof: Comp Stories: 1 Sq Feet: I hereby testify that the setback distances proposed by this permhot all measmremei What Ridge or 2o1e. dx easements or restrictions of record; , bWty all conditions printed on this application, and that I assume fall r 'beat Ridge orpasyes, for work un is p - /eJpons / n ' A and do not violate appnabaco=; laveread m1-- to abide by and allegations made are act e with the Wbeat Ridge Building Code (U.B.C.) and another applicable w _ SIGNED DATE. (OWN RACTOR) i This permit was issued in accordance with the p vNions set f in your appncation and is subject to the laws of the such, of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2 This permit shall expire if (A) the work authorimd is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. provided no changes have been or will be made in the 3 If this permitexphes, a new permit may be acquired for a fee of one-half the amount normal) Y yar. 'vequd, pens original plans and specifications and any suspension or abandonment has not exceeded one 1 If changes are made or ifsus ion or abandonment eeeds one (1) year, full fees shall be paid for a new permit 4 No work of any manner shall be done that win change the natural flow of water causing a drainage problem. 5 Contractor shall notify the Building Inspector twenty-four (24) hours in advance soon inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. .uan-t he construed lobes permit for, nor an approval of, any violation of the 6 The issuance Chief Building Inspector Page 1 of 1 Wednesday, June 29, 2005 f v I W m N = A O Wo = N C S G C O (D a N o G N n C y rt O D W 7 ~o w n G1 O 7 ~ rn S CD (D (D (D _ 0 ,v 0 W M O 0 N vRL It'd 1v V.~ 1V IG Q ~ PN I~l\ I% C- 0 v 6 D fl• 3 a I N III\ IVI 1%1 L O cr D a a N N o _ o O 0 z (DD w 0 c~ w v ~cn m O• w CD < m N 0 c o r 0 Z c n vi O. m . CD N ' o v m n ~ v O 0 z O r o~ v U) m 0' w CD w < m 0 • r Z O v ~Q • Z 0 N v M rn 'U --I OF WHEAT COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice COCORp00 Job Address: ) 6 '37 -1.4 • TE/t'POR~d y • i - - ZJN When corrections have been made, call for re-inspection at 303-2_3933. Date: OS msp DO NOT REMOVE THIS NOTICE. b N0. 3611 P. 1/1 JUN. 23. 2005 9.19AM SUMMIT CREST HOMES GENESIS HOMES of tOLOflA00 Tune 23, 2005 Ed K.anfrnau 13490 Lafayotte Ct Thorton, CO 80241 TO WfiOM IT MAY CONCERN; RE; GENESIS HOMES of Colorado JIM ALL OF GENESIS HOMES OF COLORADO, HOMES WILL BE BUILT TO MEET OR EXCEED THE IRC CODES REQUIRED BY THE STATE OF COLORADO. WE CONSTRUCT OUR HOMES TO MEET OREXCEED THE LOCAL SNOW LOADS (40 # PER SQ.FT FORYOUR 25CATINY OUR HONES WILL AM WE OR EXCEED THE WIND PSF 85 MPH EXPOSURE C OURROMESTALSO MEE TOREXCEEDDTHE DESIGN M OF COLORADO CODE ENERGY REQUIREMENTS- GENESIS HOMES DESIGN COMPLIES WITH 2003 IRC, 2003 IMC, 2003 UPC AND 2002 NEC CODES FEEL FREE TO CALL IF YOU HAVE ANY QUESTIONS GENESIS HOMES OR COLORADO DIVISION OF HOUSING 2221 CLAYTON PL. STEVEBERNIA BERTHOUD, CO.80513 DENVER, CO. 1.800.866-4657 I-B00-818-2632 SINCERELY, DARYL STUART BUILDER SALE REPRESENTATIVE GENESIS HOMES OF COLORADO BERTHOUD, CO 80513 2221 Clayton Lane r P.C. Box 10 a Berthoud 2 Colorado • 80513 • 970.532.2632 ■ fax 970.5314352 ~p 6>~5 - 93 9:7 DEVELOPMENT INSPECTION REPORT ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT DHPARTMM?r0FMBUC WORKS DATE: 10/4/06 LOCATION: 5715 5685 5675 5725 37`s Ave TIME: lam WEATHER: PC Warm INSPECTION TYPE: PRE-BUILD CONCURRENT FINAL X DEVELOPMENT NAME: Rile Roost GENERAL CONTRACTOR: SUBCONTRACTOR: SUPERVISOR: SUPERVISOR: GENERAL COMMENTS: The Property on the east side of 37`h Ave drainage was good and drained back towards the street The west side of the development drains north from 37'" along the west property line to the area between two houses 5715 & 5685 There is a lows of between the two houses that does not drain. The contractor may have to re ade this area. 5675 has a dirt embankment that needs seeded or some erosion control to avoid silt into the landscaping. The existing driveway into the development has a dirt filled trench that needs to have a halt patched back in. The back of 5685 had a hole near one post that needs filled in and a tree stump that should be removed INSTRUCTIONS TO CONTRACTOR: PUBLIC WORKS INSPECTOR: DATE: CONTRACTOR: SUBCONTRACTOR: DATE: DATE: Rev 7/03 SUBCONTRACTOR: GMNF, - COMMENTS: INSTRTICTIONS TO CONTRACTOR: p[TBLIC WORKS INSPECTOR: CONTRACTOR: - SUBCONTRACTOR: SUPERVISOR: DATE: /dy . t- DATE: DATE: Rev 7103 W03 GdVGNtli0 TO 0E:00:00 L66699ZEOEG 00:60 90/0T 8LE99ZP930lE1 978ZSEZEOE LS8Z9EZEOE 9NINNV7d 07:60 900Z/90/01 # ' 2135 131 Xtld 3WVN 3WI1 F b0d3b NOI1tlDIAM3A NOISSIWSNtl211 3QOW 1inS36 (S)39tld NOIivdna 3WVN/'ON Xtld 3WI1`3iVU tree stem that should be renwved 2 71 r v C~ O , 7 CD ? ° m 7J O a y 3 o G) D O o Z -i Z m N o CD r m , r D ff z O Q m 0' m A a v 3- U) y o <.< N ~ _ 2. a p .511 Z Z C) O r - 6 o (0 L7 " 'v = o ; ; m o T 8 o F o~ _ Z 7J . ` ° _ m O 0 O 0 o aQ CD A") N n C, . C, off. Cl) CD ono ' fF1 O m . m C O C A a , •,w (D O 3 v n ~ ^I ID %D CD 3 (D d a CD rt ,o p - !`q ) Z 0 3 n N O 0 7 (D 2 C CD m a CD D X 0 n,w m (D ) S. 3 (D CD 57 :5 O 0 9 ' m3~, a) M 7 0 w ° m N ~ , D D C: z U) m cy a o D 5 CD m w 0 s m- 0 C 0 0 ' - 'c 0) A) 0 -M --4 m 0 CD CL -0 (D co 1 - o Q 'Moo o m ~'~'vi r (D ° °m ° ' c? 3 Ul . N o 'Z O n Cr a c - a G (n CD m -.'m (D m Z o c w v 0o o: C O a L m n a 3 O @ N~ o 3 00 O C CD (D N ( W - -D o N. Cn , .,'m o m' 3.,. N O N =r CD O (D (D ET a 0 am --.^~.:.-...v.....+.r.:.-r.v^.v.~.•..'.•~..rr.~r.v.•✓vvv+.'~^..:.is~:.^r.~r.~.v.n^:.'w'-v~r.n.-:✓_.,...:..n•wr✓✓✓.ri. w':-..,i~ Date: 4 A Certificate of.Occupancy I Completion has been requested for. ~l ADDRESS: PURPOSE OF STRUCTURE: > 1 41 Building Department Approval: Z Remarks: t S v I r Zoning Approval: Remarks: ti Public W ohs APProyal: ? S~ C Remarks:SS Fire Marshall Approval: raj ti (If Applicable) Remarks: Q S Sanitailon District Approval: s (lf Applicable) s 2 Remarks: ` Water District Approval: (if Applicable) Remarks: M M O O ~ O O 0) > a Lo 2c Cc O 00 M Adomra a) N O V M N 0 cv) 0 O ~ cc ILM b w d w ° o a w . ° 13 M ~ Q c V 7 3 w' 0 c O N d = o ~ - C NI : N C~1 CL U v T U) Z~ v~ N a Q CL Via' p p C v m - -c:.~ a->d C 0 n M U ~y O W w U ~ (D 0 " z LU : y . Z Z w a J U) Q a a Q Z Q a o co D w o V W co c m Z 2 0 w 0 c ~ CO IL O c LL y fn zp o S a °z S' 3 LL t 3 3 o p J LL ~ c ~ O v c ~ ` -^p C w tu- v y 7 a e U Ci7 i w- E a 10 ~ ~i 2 s~ s~ m r s c c I~L v a o ' a Q Z O w 2 < a a. o ~ o h N _c Z ' C U. 0O! # (p C ~ E low m J E s E ~ ~ Z LL p t0 I. O C' U. O Y=- W H ,a+ V f,. W W G Q 3 U) W Z U) W Z LL H o. CJ N O o v Z W V lz Za a 3 V O L 0 V No Clm MONEW c Low C p 014Psm C cu mmmum 4=0 Om V O vl~ ca UA c~ d ca- m 1 oz- as` 0 q o a OF TINEgrq City of Wheat Ridge °OZORP°° Residential Fence PERMIT - 061157 PERMIT NO: 061157 ISSUED: 11/28/2006 JOB ADDRESS: 5675 37th AV EXPIRES: DESCRIPTION: fence along property line 6' back yard, 42" front yard CONTACTS owner 303/919-6331 Ed Kaufman gc 303/427-1264 Dave Ice 06-0214 Ice Construction PARCEL INFO ZONE CODE: R-1C USE: R-3 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 1,500.00 FEES Permit Fee 70.25 Plan Review Fee 45.66 Total Valuation .00 Use Tax 27.00 TOTAL 142.91 Comments: Okay MR: 11/27/06 Fence cannot exceed 4 feet in height past front wall of house Subject to field inspection I hereby certify that the setback distances proposed by this permit. application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and~tiaat I as m u711 responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wh t Rldoe Or ances for work under this permit. PiYarys subject to field inspection. 1. This permit s issued in accorpance with the provisiAs set forth in your application and is subject to the laws of the State of Col ado 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 if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or 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 pe mit or the app -of drawings and specifications shall not be construed to be a permit for, nor an approval of, ~lati of e sions of the building codes or any other ordinance, law, rule or regulation. All plan revis r b'ec fie ns. Signature of date INSPECTION 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. m U COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) MINOR APPLICATION Building Permit Number: Date: PLAN # ~.i~ ~ Property Owner. 4..;77 1 C y'n,~PJ Property Address. c7 Contractor License No Phone: -Zc ;l Comp ny: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Dept. Valuation Figure: 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 Vallle:~ Wheat Ridge or covenants, easements or restrictions of record; thatall measurements shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee: conditions printed on this application and that I assume full responsibility for Plan 1Z8V10W Fee:$ compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Use Tax: Q~ (OWNER)(CONTRACTOR): SIGNED / DATE 1otal:$ (OWNER)(CONTRACTOR)TRINTED V'TE✓WA.t~'DATE [ I r:0"6- A l [ Use of Space (description): ' t1oce/`. Description of work:' ~(.I ' r Sq. Ft. added 4 BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: w i . Approval: 1y~ ` Zoning: ~/(q/Y"t• q BUILDING COMMENTS: 'lam l ,~r/J/ Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval: - (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State o f Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances o 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 build t authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no chang S have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded o (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new perm • t - (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 writtc-- 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 approval of, any violation of the provisions of the building codes or ang>ither ordinance, law, rule or regulation. All plan revs a v'~ is subject to field inspections. .v Building Official NG i 1& 3C4t,e -~'7 6 E RTO IJ j -Cin rr~,j ~a °e r~ lbd r - 9d; ~6u , moo Rd, 9/~ 63,~ ) bD 1A N w~ 0 wQ W0 0 A O en A W n lwl O 7 N v ((D a (D m a m w 0 N 3 N Q 0 v \K v ay o c ~ Q Q~~o y n W CD o CD o a 0 O 3 ~ N N' o y 3 ~ N ~ m 5' N )t 21 S, v 6."Iv ID r, 1@ 0 O' a O. a N N \ 00 Y ` CL CL 1 ~ N N ~ I V , ~ 1% I n '0 C O 0 Z CD W 0 W ° . cn m _ O• ° w < 0 N~ r 0 z co CD w EN O o D < 7 y 0- ' O vG m o FE C7 a c O CD 0 Z CD G, v ~C0 rn Ow cD < 3 N r ZNN-0 O p~Q r-IL 0 ~ CD. o p Cv ~m O S wm N 7 W n O mm W 51 W O 3 N S (D 0 - CD (D 7 m Q (D >v 0 A N CD O O Iv I ,s V r' v i) m IN I N" O a D Q CL N N n n O O n Z (D G ~ a G w m ~ • r C Z N N 0 ~ O V m 4 o CD rA -z, C 0 ~ ) 0 m -o COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Z Job Address: 6-C7 7S S w. S s lib IN Nc-k When corrections have been made, call for re-inspection at 303-234-5933. nnro• 7-I!_--^t c I PNVw t i v~ Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 5-~lo ZS 37 > FOdNZ471-cey .11 ~.PAi.✓AlF Sh~fdiL /1--- THE N,3 Ti/ 52V'TiDi✓ I~~J~z/~i✓G //u5'~Fe-ro v 0,--- ~ Titer .'~/S When corrections have been made, call for re-inspection at 303-234-5933. / I/ Date: Inspector ,E Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 .303-235-2855 ~t c~ ~n Residential New SFR Permit Number 18908 6/29/2005 Inspection Line 303.234-5933 PROPERTY 5675 37th AV lbT ~ Unit: OWNER: Ed Kaufrnan (303) 919-6331 Description Single Family modular 30 x 48, with attached 12'x 22' garage and 6'x 20' porch Units: I Occupancy: R-3 Walls: 2x6 Roof: Comp - Stories:. I Sq. Feet: 0 I hereby certify that the setback tl t ces proposed by tM, permit appn non ere cu f and do n at violate applicable ordinances, rates or regW tons of the City of Wheat lodge or cavernous, e 6 restrictions ot record; that oil measurements how lid allgad ve made are accurate, that l he ad ad agree to abide by an Bond flogs p t d on t p t and that me fall responsibility for mr ohmce with the Wheat Ridge Budding Cade N.B and an othe appnc le Wheel ld eomIna f der tp perm I , T issued in~ac04e with the provisions set forth in your application sad is subject to the laws of the State myaiorado ~ to the Zoning submit. and Building Code of Wheat Bidgc, Colorado orany otherappncable ordinances ofthe City. C 2 Tlds permit shall expire ff (A) the work am arved is not commenced within sialy (60) days from issue date or (B) the building andariaed is suspended or abandoned for a period of 120 days. 3 If this permit expires, new permit may be acquired for f of o e-0a1fN smovat norm lly requved, provided no changes have been or win be 'made in the oogmai piano and span@atmas and any suspension or abandonment has not exceeded one (1) year. Ifcnanges are made or ifsuspension or abandonment e aeeds one (1) year, fun fees shall be paid for a new permit - 4 No work of any counter shall be done that wall change the new"[ Bow ofwater eausing a drainage problem. 5 Contractor shall notify the BWI ' or twenty-four (24) hunts in advance for an Inspections and than receive written approval on inspection card before proceedfngw accessiv uses o(Nejoh. 6 Tn of a t or Ae app0. 1 th of drawings and specifications shall not be rowwrned to two permit for, nor a t approval of, any violation of the ro fidd er ordinance, law, rule or regulation. - SIGNED DATE Chiefauilding Inspector - Wednesday, June 29, 2005 Page 1 of I BUILDING PERMIT For inspection this permit must be posted on the site and visible from the street. TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1) The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. 2) The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification is required from the civil engineer of record. Inspections are performed by the Public Works Department. 3) The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works Department performs public improvements inspections. 4) The completion and approval of a Certificate of Occupancy Application form and final inspections. Inspections are performed by the Building Division. All the above. items must be completed and approved by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements concerning the property which may be affected by failure to complete the above items and obtain a Certificate of Occupancy. i have read, understand and agree to the foregoing terms and conditions. I have received a copy of the application for Certificate of Occupancy. Name (please print) Signature: te: /02 Q Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Giy orVAieazRadge Residential New SFR Permit Number 18908 6/29/2005 Inspection Line 303-234-5933 PROPERTY 5675 37th Av Unit: OWNER. Ed Kaufman (303) 919-6331 Description Single Family modular 30 x 48, with attached 12'x 22' garage and 6'x 20' porch Phim Mote: Authorized By Building Approval Zoning Authorized On 6/29/2005 Approved By CR must comply w/ notes and subject to field inspections. Furnaces must meet 90% AFUE Authorized By Public Works Approval Zoning Authorized On 6/22/2005 Approved By DFB Drainage Cert for lot required prior to C/O. See attached sheets. Authorized By Zoning Approval Authorized On ok. See attached sheet Authorized By Zoning Approval Authorized On OK per attached memo w/ this date. Zoning R-1C Approved By TRC OwnwhowhWAr is responsible for looting property lines and eonstruoting Improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction i errors resulting from inaccurate information. For one JeChon -26-D7 feet (259 ofd°mily°y du~ellingr. the frnrt hvenh'-fve Pavement tnto Ih area fm'n the existing edge °SPhalt, brick he siteshall be surfaced with conge aj pavers ar similar nmterialr. ewA Sin r7e,@ay, W Zoning gC anrTan» Iy fe$i ntia! ' Approved By E One sate 6 502 (p 1 hjuses xn/bn k~frUe<lfinr/~y~ r~ ~ r ~l/J ,.et iir f• t. lya ~ cruo. v_e , - P;nce I u://y Portion less Ihan Perrt.,_ ry a ~a,r.rriicrz;c„ . n the front !/°~ec ri td nr ls~~th~~ rc~;~-ccznancy frcy r ` i a ~ '1 hest%oss Cn rr Xii WA)WATER HEATERS A f Wheat Rldpe PRESCRIPTIVE ENERG I BOILERS / FURNACES A MINIMU 90°/° AFUE ELECTR C WATER HEATERS A M N MUM OF .93 ENERGY FACE SETBACK THERMOSTAT REQUIRED (EXCEPT HYDRONIC HEAT) R-21 WALLS a R-38 CEILINGS . R-19 CRAWLSPACES c trite enr,'m the manufacturer shall be roomS fat materieriaroof inspec~n which S Pee MpF7 pec fy ls have been installed to meet three-second wind Est -IBC Tuesday, December 27, 2005 Page 1 of 1 City of Wheat Ridge of ""EgTP Community Development Department Memorandum c~CORA~~ TO: File FROM: Jeff Hirt, Planning Technician SUBJECT: 5675 West 37th 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. This property must have vehicular access only off of 37`h Avenue per Sec. 26-403 of the Code of Laws. 4. 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. 5. 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 37th Avenue. These street trees must be at least 2 inch caliper specimens. 6. 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. 7. At least 25 percent of the entire lot must be landscaped. The front yard landscaping may be counted when calculating this figure. 8. No more than 50 percent of the landscaped area may be comprised of turf. Low water turf (such as buffalo grass, blue grama grass and tall fescue) is encouraged. 9. 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. 10. 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 Er Site Plan (to scale) Elevations Address: S S W 31"' Ave, m9 Zoning: V , (C Use: SF_ Property in the flood plain? W6 Lot Size: sq. ft. Lot Width: S-U, 84- ft. Maximum Lot Coverage: -V % aff• Proposed Improvements: C H 'fet G 01r3,y` t- rs-cf') House: 1 181.33 sq. ft. Addition to House: sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Proposed Lot Coverage: (Total) 3 4 % Z07 &T - Z 7 sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Other: sq. ft. 1797-7-7 sq. ft. Required Setbacks: FR 30 S S" S R J' Provided Setbacks: FR 30 S 6• f S r R 1 Z . (w) (F) (N) ~lpv460;1" Maximum Height: T ft. Proposed Height: (O ft. Maximum Size: z0? 9.21 sq. ft. Proposed Size: (7g 1, 23 sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted Landscaping Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: ppwp,_4yq r)fpttA-f im $ 1167, q ( J~ I1.'11.oJ" . ~~,oo~ , s,so tT M ~ tfi ~ f------ ~ ~ . ~V~~U~V3nW ~OZ~.UV~ i7, I ( 1 Lf~A~1W"IV~ ~ . S~~Q~~V3~~YY .7V,vV~ ~ U~, TY AND aRA~NAGE ~ASM~NT 5 UT~LlTY AND ORA~NA+~~ EASMENT , ~ n~ai~~~ ~ ; - - ~ _ ~ ~ ~ - _ DRAWING QF ~ i GONCRETE CH ~ j ~ ~ 1,96' ~ Z ~ F- t-- ~ W Z Z ~ ~ CRAWL SPACE ; W W CRAWL SpAGE ~ ~ ; ACCESS i ~ ~ ACCESS ~ i ~ (A ~ j C ~ W ~ ~ , ~ ~ ~ l.OT8 ~W ~ o ~ ~ o j Q ~ (ry ~n U' Z z~ 57251NEST 37TH AVE. v L4T 7 ~ d w rn Z Fy _ u, _ 57151NEST 37TN i M tA ~ ~ M ~ i a Q '{p ~ t7y 0 d' d tl1 ~ Z ARKlNG p ~ d '`j Z ~ Z 1 t ~ Q Q I j J ~ ~ ur ~~e r,{ J 80` ~ ~ ; r' ~ ~ _ _ r ~ _ _ ! CONCREI'E PORCH ~ ~ 30~00' I~'03"W 98.80' nRn~n►nr_~ . I ~ ~ - - - r Q,00` ~ ~i N ~ ~ ~ ~ ~ r r. ..r ~ ; DRIVEWAY SO°06'03"W 1A2.Ofl' o ~ ~ , SO 00 03'W 98.80 ~ CURB AND GUTTER 20:00' CURB AND GUTTER W ^ j z ~ ~ o ~ ~ z ~ ~ ~ a W ~ U ~ ~ ~ ~ ~ o , ~ d , o ~ , . _ _ _ ~ F-~ r- ° _ ~ m r ~ v~ ~ U a W d CURB AND GUTI'ER r-----~'0 0 i ~ o ~ ~ , SO 00 43'W 102.00 36'-0' . o , „ , DRIVEWAY SO 0003 W 98,80 ~ ~ , o ~ a ~ (A RRIVEWAY N N N u~ ~ a ~ ~ CONCR~TE PARCH ~i CONCRETE PORCH - ~ I cn Z . DRlVEWAY I- W ~ ~ ~ 2~_~•._--1 W 1 2 ~ i Z o~ W ci ~ . W ~ , ~o ~r ~ ~ ~ ~ ri ~ u°~ pQ' c~ ~ z ! ~oT ~ W ~ ~ ~ ~ M ~ ~ _ ~ ~ 5~s~ Wrn - ~ L07 4 ~ _ ~ i ~ V ~ N 0 ~ u~ , ~ M ~ a~ 5675 WEST 37TH A E ~ ~ ~ ~ f.~ a ~ Z ~ Q ~ o , ~ 4 1 0 cmo a~'o R~ i tL ~ PARKING Z N N PARKING p d O j J z c~~w~ s~ac~ - i aec~ss ~ a ~ ~ ~ ; ~ ~ ~ .oc~~ ,oo- - so.oa~ ~ - F„ ~ ~ 30.0o aN ~ r~ PoRCH ~ T ~ C C ETE PORCH .~1 1_ ~ ~ ~ _ ~ 1I,96' ~ ~ ~ L?FtAiNAGE W ' SU°00'03" OR+ r 5 UTlLITY AND D~AiNAGE ~:ASMENT sa ooa3~uv w 5 UTIl.fTY AND DRAlNAGE EASMENT ~ _ lO2,Q0' 8,8p' t ~ 1 ryLL/ lL a W r--~ I- , W pq J z d 3 U `E ~ Q 7BLIC WORKS ,DING PERMIT APPLICATION n4AJ Phone # ~30E 71 f~/ Location of Construction: 56,75 U-) • 3Tt'k,4vEvVE_ Purpose of Construction: SF? Single Family K Commercial Building Permit Value: DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ JOO- OD (For document processing) Multi-Family Single Family Residence Review Fee: $50.00 $ So . M6 (For review of applicable technical documents) Commercial/Multi-Family Review Fee: • (For review of existing technical documents) $100.00 $ • (For review of technical documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDOT Access Permit Fee: $150.00 $ (for document application and processing) Traffic Impact Study Review Fee: (For document review and processing) $200.00 TOTAL REVIEW FEES (due at time of building permit issuance): $ /So . 00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTR CTION F ROVEMENTS WITHIN PUBLIC RIGHT OF-WA Signature of Applicant Date K.",FORMS & LE7 FERSDEVELOPMENT FORMSFx Stuctwe (6-8-03) doc - R"6 Of WFIEq T9 DEPARTMENT OF PUBLIC WORKS m SINGLE-FAMILY/DUPLEX BUILDING PERMIT APPLICATION REVIEW CQLORP~~ Date: to 1Z2=bs Location: .66-75 W. 37 `i4y~rr.~ ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a SDK 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: t/ c. Site drainage/grading plan has been reviewed and is: ✓OK _ Not OK; refer to stipulations. 2. Public Improvements to be completed: a. street paving/patching: b. curb & gutter. c. sidewalk: If not, the amount of escrow taken: Items escrow is taken for. _ Yes J No _ Yes t.- No Yes ✓ No / Has Escrow Agreement been executed: - Yes - No 3. A11 State Highway Access Permit needed: - Yes - No 4. Does all existing roadway/alley R.O.W. rlteet the standards of the City: ✓ Yes _ No If not, what is requested: nJ +P If R.O.W. is required, has the deed been received: Yes _ No 5. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. Signature David F. Brossman, P.L.S. Date b. 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. N1i4 Stipulations attached: -Yes -No 8. A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (C.O.) 9. NOTE: Any damage to the existing Public Improvements as a result of this construction is to be repaired to meet City standards by the Permit Applicant prior to the issuance of the Certificate of Occupancy. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 2e AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 CRj of WhW Ridge Depe,anera of Pobk wo la LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED G-Z2- 65 Dear Contractor: ADDRESS 367.5 W- -7-"n *Uex,G- 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 '1% ~ :High Plains Engineering 4f~?` ` y. ry' r-. ~ 735 Denver Avenue • Fort Lupton CD 80621 Phone 303-N7-8280 • Fax303-W7-9238 SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS Prepared For: BSG, LLC Attn: Ed Kauffman 13490 Lafayette Court Thornton,, CO 80421 Job Site Located At: Lot 4 Riley's Roost Subdivision Wheatridge Jefferson County, CO February 8, 2005 JOB #05-4400 6 a Todd M. Schroeder AGREEMENT OF PURPOSE AND DISCLAIMER: The parties specifically agree and contract that the purpose of the provided subsurface investigation is to test, analyze, and provide geotechnical recommendations for the proposed building and/or residence. This report presents a description of subsurface conditions encountered at the site, recommended foundation system, and design and construction criteria influenced by the subsurface conditions. The opinions and recommendations presented in this report are based on the data generated during this field exploration, laboratory testing, and our experience. A foundation design sealed by a Professional Engineer is required to obtain a building permit but is not included in this report. The parties specifically agree that High Plains Engineering has not been retained nor will they render an opinion concerning environmental issues hazardous waste or any other known and or unknown conditions that may be present on the job site, since this is not our area of expertise. LOCATION AND SITE CONDITIONS: This report represents the results of the data obtained during the subsoil investigation for the proposed single story, single family home at Lot 4, Riley's Roost Subdivision, Wheatridge, Jefferson County, CO. The proposed building site is presently a vacant lot. The site is reasonably level with approximate slopes of 2.0% to the North. The lot appears to be well drained with no erosion evident. The depths of foundation construction are anticipated to range from two (2) to four (4) feet below grades that existed at the time of this investigation. It is anticipated that final grades may be adjusted to accommodate drainage and construction depths. It is recommended that we review the final grading plan to determine if any revisions to the recommendations presented in this report are necessary. I SUBSOIL CONDITIONS: Two, four inch diameter holes were drilled to a depth of twenty five feet at the building site on January 28, 2005 as shown on the attached site map. Samples of the soil were taken at two-foot intervals. These samples were analyzed in the field and laboratory to determine the characteristics of the soil (per Unified Soil Classification System) for identification and foundation design. In general, the soil profiles in test holes # 1 & #2 indicated Sandy Clay (SC) to a depth of 8 feet, underlain by Clay with Medium Plasticity (CL) to a depth of 25 feet. The Standard Penetration Test similar to ASTM D1586 showed 12 blows for 12-inch penetration at a depth of 4 feet, and 19 blows for a 12-inch penetration at a depth of 9 feet. Please note that actual subsurface soil conditions may vary between samples and locations tested. HPE 2 Job# 05-4400 1 of 7 One-dimensional swell/consolidation tests were performed on selected samples to evaluate the expansive, compressive and collapsing nature of the soils and/or bedrock strata. These tests indicated an expansion potential of 0.7% at a depth of 4 feet, and an expansion potential of 1.2% at a depth of 12 feet. The soils in this report were classified using the American Society of Testing Materials (ASTM) procedures. The geotechnical practice in State of Colorado utilizes a relative scale to evaluate swelling (expansion) potentials. When a sample is wetted under a surcharge pressure of 500 pounds per square foot (psf), the measured swell is classified as low, moderate, high, or very high. The following table represents the relative classification criteria. Please note that the measured swell is not the only criteria for slab-on-grade recommendations and additional factors are considered by the engineer when evaluating the risk for slab-on-grade construction. TABLE 1 SLAB PERFORMANCE REPRESENTATIVE RISK CATEGORY PERCENT SWELL (500 PSF SURCHARGE) LOW 0 TO <3 MODERATE 3 TO <5 HIGH 5 TO <8 VERY HIGH >8 Source: Colorado Association of Geotechnical Engineers, Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), 1996 GROUNDWATER: Groundwater levels were not recorded at the time of our field investigation; however, it may be possible for groundwater to exist at construction depths at a later date. The groundwater can be expected to fluctuate throughout the year depending on variations in precipitation, surface drainage and irrigation on the site. The possible presence of shallow bedrock/dense clays beneath the surface is favorable for the formation of "perched" groundwater. We recommend that the bottom of the basement or crawlspace excavations be maintained at least 4 feet above the free groundwater level. The ground water levels recorded represent the free, static water levels after equalization of hydrostatic pressures in the test hole borings. It is possible that the groundwater levels recorded in the test hole borings may not be present at those levels in the foundation excavations. Flow rates, seepage paths, hydrostatic pressures, seasonal groundwater fluctuations, water quality and other factors were not determined in this investigation. A program, which may include special well construction, test procedures, long-term monitoring program and analysis would be necessary to determine these factors, HPE 2 Job# 05-4400 2 of 7 FOUNDATION RECOMMENDATIONS: The Sandy Clay (SC) material has a bearing strength of 1500 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 iurisdiction• whichever is greater) for frost protection. Soil settlement resulting from the assumed structural loads is estimated to be one inch or less. Soil expansion at this site may be up to one inch in some areas. No foundation wall is to exceed twenty-five feet in length without utilizing buttresses or counterforts unless otherwise designed by the foundation engineer. Engineered steel reinforcements shall be required in the footings and foundation walls. This will give walls or footing beams the strength to span or bridge over any loose or soft pockets of soil that may develop during construction. Owners shall be made aware of all contents of this report, and the fact that water accumulation around foundation elements is the primary cause of distressed foundations. FOUNDATION DRAIN: The external drainage system should be lined with a 10 mil plastic liner, which will contain a 4-inch diameter perforated drainpipe (rigid perforated PVC pipe is recommended) encased in a minimum of 8-inches deep by 12-inches of clean, 3/4-inch to 1'/z-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# 05-4400 3 of 7 SLAB ON GRADE CONSTRUCTION: 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 Y4 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 anv kind next to the foundation or within the backfilied area is not recommended." 4. A minimum void or clear space of 3 inches should be provided at or near the bottom of all non-bearing partitions. In finished room areas, all drywall and paneling should be stopped approximately 3 inches above the top of the slab. This will allow some space for upward movement of the slab before pressures are applied to the wall and upper levels of the structure. The builder should provide a 1/2 inch space at the bottom of all doorjambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. 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# 05-4400 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# 05-4400 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 fwww.epa.gov/iaq/radon} are both good sources for additional radon information. CONSTRUCTION DETAILS - GENERAL COMMENTS: I 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# 05-4400 6 of 7 that at times, soil conditions do change and variations do occur. These may become first apparent at the time of excavation for the foundation system. "If soils conditions are encountered which appear different from the test borings as presented in this report, it is required that this office be called to make an observation of the open excavation prior to placing the footings The cost of this observation is not part of this report." This project should be constructed by a qualified contractor with experience in similar projects. The owner/builder is advised to observe and document the construction process to ensure the construction is performed in accordance with the design drawings and technical specifications. This report does not address general hillside stability, landslide potential, and/or other natural hazards. Several areas in the Colorado Front Range have known geologic hazards associated with them. We recommend that readers of this report educate themselves further as to the existence of geologic hazards on or around their specific property of interest. The Colorado Geologic Survey {www.dnr.state.co.us/geosurvey or 303-866-26111 is a good source for publications (maps, reports, etc.) dealing with specific geologic issues and/or issues related to specific geographic areas. The foundation and retaining walls must be well cured and well braced prior to backfilling. DISCLAIMER: We do not guarantee the performance of the project in any respect, but only that our engineering work and judgments rendered meet the standard care of our profession. The presence of underground workings (e.g. coal mines) and subsidence potential from any workings was not part of this investigation. The owner should contact the State and County agencies to determine if mining has been conducted in the area and if any precautions are recommended. THE PARTIES SPECIFICALLY AGREE THAT HIGH PLAINS ENGINEERING, INC. HAS NOT BEEN RETAINED NOR WILL THEY RENDER AN OPINION CONCERNING ANY ENVIRONMENTAL ISSUES, HAZARDOUS WASTE OR ANY OTHER KNOWN OR UNKNOWN CONDITIONS THAT MAY BE PRESENT ON SITE. DUE TO CHANGING TECHNOLOGY, BUILDING CODES AND CITY/COUNTY REQUIREMENTS, THIS SOIL REPORT MUST BE USED WITHIN ONE YEAR OF THE DATE ON THE FRONT OF THE REPORT OR MUST BE REVISED. HPE 2 Job# 05-4400 7 of 7 0 /112 3 Blowcounts Ill I2 1'/A 4 I 5ANDY CLAY (5C) j 5 6 / 7 8 Blows vrrts 19112 9 10 I 12 13 14 15 16 CLAY WITH MEDIUM PLAsT1CITY (co 17 18 19 20 21 22 23 24 25 SOIL PROFILE 12% 10% 8% G% 4% 2% 0% -2% -4% -G% -8% -10% 100 500 1000 2000 3000 10000 GRAPH OF FOUR FOOT DEPTH X X SOIL TYPE OLE! DEPRI LL PA. P.I. EXPANSION Go DDATION 4 NON-PI.AiDC 0.7 5ANDYCLAY(SC) 12% G% 4% 2% 0% -2% -4% -G% 10% HIGH PLAINS ENGINEERING 73 V' E AVeu' ~ FORT L ETON ffiJ621 - Fd NF 9; b57 5 PAX rW3. 57-3235 H2O ADDED GRAPH OF TWELVE FOOT DEPTH X X SOIL TYPE OLE# UWI" LL P.L. P.I. EXPANSICN CONSOUDATION I 12 ' z 25.7 23.1 1.2 CIAY W)TH MEDIUM M A5TIOTY (CL) JOB NO 05-0400 JOB LOCATION: DATE: 02W/05 LOP4. RILEM ROOST SUBDM ON DRAYM: JA50N WHEATRIDGE CHECKED: JEPPEP5ON (AUNTY, CO High laths Engineering 1\ ` i 41111t-~- 735 Denver Avenue ^ Fort Lupton CO 8062 I Phone 303-857-9280 0 Fax 303-857-9238 e FOUNDATION GRADING DETAIL 5' MIN. DECORATIVE GRAVEL OR STONE AREA ro II LME(AL OR WOOD EDGE TION WALL IIIJII W1 112' SPACE AT BOTTOM TO ALLOW FOR THE RELEA5E OF. WATER GEOTEXTILE FABRIC NOTE 1. PROVIDE A MINIMUM SLOPE OF 12", IN THE FIR5T 10'-0" FROM FOUNDATION (10%) 2. DOWNSPOUTS AND EXTEN51ON5 SHOULD EXTEND BEYOND THE GRAVEL OR STONE AREA 45,10 735 Denver Avenue o Port Lupton CO 8062 I Phone 303-857-9280 • Pax 303-857-9238 WELL SLOPED- 12" PER CRA W LSPACE 1 OFT. MIN. FOUNDATION WALL ~BACKFILL AREA CONCRETE FOOTER GEOTEXTILE 10 MIL PLASTIC LINER GLUED TO WALL GRADE FABRIC FILTER OR EQUIVALENT IVALE WITH FIBERED ROOFING ADHESIVE OR EQUIV. • • AND EXPEND ALONG BOTTOM OF EXCAVATION TO A MINIMUM OF 6 INCHES ABOVE BOTTOM • • OF PIPE ALONG EXTERIOR OF EXCAVATION I Z' MINIMUM DEPTH OF 314 TO 1-1/2" CLEAN RIVER ROCK PLASTIC PIPE PVC PIPE DETAILS OF CRAWLSPACE PERIPHERAL DRAIN SYSTEM THE DRAIN SHOULD BE RUN TO A NON-PERFORATED SUMP PIT WITH A LIFT PUMP AND A HIGH WATER ALARM OR PROVIDE A FREE GRAVITY OUTLET TO THE SURFACE, AT A MINIMUM SLOPE OF 1/8!' PER FOOT. SITE MAP LOT 4, RILEY5 ROOST SUBDIVISION WH EATRI DGE JEFFERSON COUNTY, CO WEST 37TH AVENUE LEGEND Percolation hole5 X Percolation Profile Hole A 5ol Profile Hole nn 11n 111 i Is Io s N} m" 20,00.0s ' 00•ZL I j O l7 o I o Q Z_ NI I3Z it dE ~ ~N 00 Z L ~ ~ ~ o _ ,os•os i ~ 5 W ~ IN - m I~ I M„£0,00.05 w in r~ iD 00 C N 00'OOL LN3W3Sd3 }wM £O,OO.OS 0 3ovrmvaav.unu.n,s - - -----I i 00•0C '00.0L - 00-2k 00•ZL WxN Cmwl Space Access Q w < pyce~ MDetermined O Z_ M By Conaacmr p qi Z M NSW O N ietlw W LOT 4 jQ 5 5675 WEST 37TH AVE. .00•ZL a ooos 5 o S ,00.84 5L u .00,0 L r ,00.00 L _ f~Kc I M„ £O,Oo.OS i (8 lDbRl1) 3AN(I 31VAINdd } m" 20,00.0s N - _ m Ir I^ 12.00 I $I ,00-00L '1I .00 LGI w f ~ w Q '3AV H1L M SZLS a o r~ M . ~ Z 00 Ow 8 101 °o I v N O) J C3 O l 0o61 > U) f min.mm In I - ' -i- < _ I~ Im I~ 3„£0,00.ON °o FU C~ 6£Z N>- ZW N , 3„£0,00.0 = 0 - ° W oz a 3 a WCU0 Z I u N~3w w o moon: ~ Z I r Q I 07 W 31- u w U m r Z M Z J W m Q N u N V ° a ~ a wZo 1 N Q V oZ 0 ~ rooQLUo F_>-> = LL U ~u=Jo LL ~OZLu r., il '00 rz) Ln-j 00 t. Z r ? 3P~ om JJ ~ ~ pQJpQ D ~ P £wZ ~y ae ♦=7l Z w o o •.v0 y w`z' §0 1 f z 'x'-! 'aNo, H J fin oz o F cy WM Fri w o w Of °T1~_ Z OOZ3 ~Z30 o Q ° c N _ OO ~N ,gc NO CnL' ~ elf WJ~.n ° o N 0 111 b I - I I I 1 it I 1~ I I w A ~ I dl = Oil" K~ I i INI W INI 3 ~ O INI /l~ \\I NI / I \I EATON ST., 30' 20.7' FRONTAGE I= M&- - w ~ I I m I I H m I I O - - I I I 100.00 / 00.80' / 07 U1 \ I I 100.00' 100. o' ~ I L / too. o' / i 29 ------ro~oo' 29 e i 1 U, co 30 ccPPP o I - L - roo-oU - - \ \r 1 80' \ f -m32--_~----~ ~ / r--1 I / A L-J I / / \ \ I LJ ct~-- m 7-wB' ~ 4g -112 ~ 004; \ \ O 6`4 OZ my m~ A~ I I III I I \ 95. J O CD 60.75' I u N I o ~6 I I II W M N M" 20,00.0s ° '00-00L 1IV3143SV3 T~ M„£O,OO.OS ,5 o 3E)vNivua v Alnun,s ,00.02 1 ;oozt 00.01 00'91 oo z~ W 4k4' Cmvd Space Accm O Q w u PI...M Dec.lmd O z 00 Z - z F) By Contracmr O _ p w - MIS ~Z O N DW co co am - ~N .6y ~Iw LOT 4 (M r~ oozy I co 0£ 0£ ~ V) ' F 5675 WEST 37TH AVE. ,00 1 5~ zl '00-0c p D - a 5 owsil Im 00'OL ` 2- - - M„ £O,OO.OS r 00-001 _ 100M C + M„£0,00.0S J-D"1) 3nRia 3-LVAI%id } M" 20,00.0s m Ir I i2.oo' ' I I O I I '00'OOL ml }-M„£0,00.06 N - _ - m ' ~ .oo~o~ ~o 0o si `Y _ .oo L , w w U' 'IN ve z -3AV H1L£ 1S3M SZLS l n- IZ r) U-i 09 ow 8 10l d I sl u (D LL . 00 a 0) Lr) IQ11 ly 00 U) 0 00'6l - H yin ~oven~a-, [o I~ 1 O nn~iT 3„ £O,OO.ON ,6-2z W z LLJ Q I ` I- Ld O 0 U Z* r, 4 W=N J ~~0* 0 N W ppW NmyO O N V z w z x ~ QwN F m W O p) W L7 J t. z >2 . 0 V n Q m zg~ TA N LW r F 7 K q Z o W 3~ w C/] C L $A-5o z 0 0 ~Ox ~ ° N A z V ~ O H a 0-0:5 W xa~Wz Oz w (7 ° O O~-D W 3: 0 40~ LL W~ ZIM: j(n Div)Q QO a r, PZ0 ° fwd =oz -WO V) (n UJ M 0 ~ 5::r . F- U z3:o W a - - O ~O~ ~ o "0MN 11 Lw nl-N~D~ WJ ,DO jotn 4-J E (403) 424-2844 • PAX (303) 423-W2 Z_1 6827 W. 38th: v .O. Box 637, • Wheat Ridge, CO b034-0637 Account X Date N '7s . 3 21 Address rod GG L: Total Pala Checku Discount f Receipt for Tap Application M 4511 Meter Sim A/ . Wheat Ridge, Colorado ~o~ 2 DD.S This is to certify that ~-GC &f/ \ Y of /may % 2 !/~!y/n ,f P . has paid to Wheat Ridge Water District Stree s the sum of- lob-Dollars; v v , to pay for a 4 tap, if authorized by the Board of Directors, for premises at . Said tap to be good only for premises herein referred to, and said tap to be made by District as soon as convenient to it This tap will be subject to all rules and regulations of the District now in effect or hereafter effected, if granted. The right herein granted, subject to the terns hereof, shall be and become a part of the premises for which same is granted, and shall pass with title thereto, and shall not be otherwise transferable. ed the equipment cost is to be added, and this does not constitute a receipt for any If this m=u such additional If mp is not authorized by Board of Directors this payment will be refunded. Manager Wheat Ridge Sanitation District Permit No: Post Office Box 288 7100 W. 44th Ave., Suite 104 Phone: 303-424-7252 Wheat Ridge, Colorado - 80034-0288 FAX: 303-424-2280 APPLICATION FOR SEWER CONNECTION PERMIT The undersigned hereby applies for sewer services connection permit as described herein for the within described premises and states that he is the owner, authorized agent, or officer of the owner empowered to bind the owner and all successors and assigns of the owner to comply with the provisions of the Rules and Regulations of the Wheat Ridge Sanitation District as those are in effect as of the date of this application and as they may be amended from time to time by action of the Board of Directors of the District. THE APPLICANT IS ON NOTICE THAT: 1) Approval of this application does not authorize connection to or extension of the District's sewer. Such authorized connection will be given after full compliance with all of the Rules and Regulations of the District after examination of all plans, specifications, grade profiles, building permits and other documentation required by the District Engineer. 2) Approval of this application is also contingent upon payment of all applicable fees simultaneously with the issuance of this permit, including all fees of the District and of the Metro Wastewater Reclamation District. Termination of this permit, if necessary, will be carried out in accordance with to the District Rules and Regulations. 31 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. n 3~3 ~oWAwc 3' f(A&JM^At1 i3-qcca L~-FAye,Tc ~ -rhaesLo, Q6 a"SS'930- Owner/Applicant Address _ Phone rJ~?S 3-f AvCx)Ue WHEAT Q,A9G CO. \ 80023 r Service Address ~ "1 7.~t.GyS R001'1 Legal Description Lot Block Subdivision Building Use: Connection Type and Number: i Single Unit Dwelling ,/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 zn-4-431- -all for inspection at 303-912-3775 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: erns A&A 40a caner/Applic tt Date District Agent Date District Engineer Date Inspected by: Name Title Date of Inspection Date of Connection METRO WASTEWA'T'ER RECLAMATION DIS'T'RICT FORM WTIO'N RII DISTRICT INFORMATION AND CERTIFICATION OF SANITAATIO P.U. Box 288 CONNECTION TO SEWER $YS'I'EM SERVED BY Wheal 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: (1 J Owner Name _7:,WA 2% 3. KA',X .ham/ Mailing Address ):49O L22A\10~-_E a City/State/Zip TMo,ev.Tf 1j ;germ' 8U)-i 1 Telephone Sol -2SSl'S67 SERVICE LOCATION: Service Address SG~S 37 ~l.+rvUE Legal Description Lot) Block ubdivision/Addition SERVICE DESCRIPTION: -New Connection or -Altered Connection (Explain in Remarks) Sewer Water Lateral Size in. Service Size 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 ✓ 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 [ ) Reduction 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 JEG/j Mar 16 05 05:01p WHEAT RIDGE WATER DISTRICT 2005 TAP FEE INQUIRY NAME )V ~jqae S ,T S/4Q DATE jbf,/bS PHONE NUMBER ADDRESS 5'47,T / 37 '!f Xl ua. SINGLE FAMILY V DUPLEX MULTI FAMILY COMMERCIAL FIRE-LINE _ LOT SIZE S, G 14 Sa 4r . TAP SIZE -414 BASE FEE SQ. FT. X .S2 DROUGHTSURCHARGE TOTAL 37-4/4-7-a ~~EOos it As a o,,oo .2. G43_~.4 At JA 4i943.l.4 eSao_&*) ~~44.4St p.7 DENVER WATER SAME AS ABOVE -.4q43-4f DROUGHTSURCHARGE Ada LABOR FEE l b . 6b TOTAL S 3 . GO S79+4-2w l)EOosos 1,890. ao J Tj-,cec ` uec 1443:1 NOTE: FEES SUBJECT TO CHANGE WITHOUT NOTICE 06/06/2005 09:25 7209744637_, MORITZ TITLE CO PAUL U9 Moto tg. FeI75077 0ef2emos 16. pp1p5otP EGI 001-001 925 RECt1R ED IN JEFFERSON C01M1fY, COMADO WAMANW DEED THIS DEED, daid February 14, 20051 6eMmn BSO Development III, LLC of tht Cowry of Adams and SMe oCColotdo, grseor, and Edward J. ICaufexn, whore legd address is 134 ee t90: Lafayette Court, Tlwmtoa, CO 50241, of the COemy of Adams, and Sttea Of Colmado, gran fbr and THOUSAND F~ " HUNDRED the granter, DOLI.ARS in consideration of the awn Of NINETY TWO Thereby ND FIVE ed (s92 Soo.OO), the reoetpr and sufficiency of which Bed, has granted, bargained, sold and t t,,,q 1, and by then Presets does gran, bargain, sell. convey and confirm veto the grantee, his succneos and assigns forever, all Je01<f r feresd pmtaag5 tO writh hol"vp ve"L% if any. ai uldn -tying and being in the Cowry of ..on std Sloe of Celondo, described as follows: Lot 4, Riley's Roost Subdivision, County of Jefferson, State of Colorado. 0120 known by stroa and number as: 5675 wait 37th Ave.. Wheat Ridg4 CO, 80033 assesfork schedule m parcel number. 3139.441523 TOGETHER with all and sh*War die hereditamenls and appornim m dwranmfo bdongtng, or in anyudae appertaining, the reversion and inversions, remainder and remainders, raria, issues and profits thermK and all tire estate, right, tine, inkiest, claim and demand whadawer of the sooner, either in law or equity, of in and to the above bagaind promises, with the borcdihments and appunananecsr TO HAVE AND TO HOLD the said premiums above bargainsd and described, with the apparteneecf% unto do FOON his succesnoo and assigner forever. The grantor, for its self, its heirs and personal representatives, do covauent, grant bargain, and agree to and with the SWI, WE sucoeDas and saigon, do at the time of the could g and delivery of these presents, its is well seized of die premises above conveyed, has good, sae, perfect, absxlusir and indefeasible estate of hdwdtsncA in law, in fee simple, and has good aigld, full power and lawful authority, m goad, bw&F4 ncH 110111 Convoy the same in Rawer and form as aforesaid, and that ilia some we Ran and clear horn all Tomas and wirer grants, bargains, sales, liens, taxes, ass mamenrs, encumbrances and restrictions of whatever kind or mo u r whatioever, a copf run far din year 2004, iaehtding all taxes sow and In rebfon Mustard, not yet due or payabta, The Parlor dull and will WARRANT AND FOREVER DEPEND the above bargained premises in the quiet and peaceable paasenion of the grantee, his sucoesors and assigns, against all and every pssaon Of peraws lewfdiy claiming the whole or any part IhereoE IN WITNESS WHEREOF, the grantor has executed this deed on she date set kasj in his eapaeity s data of BSO Developoeat ill. LLC STATE OF COLORADO ) COUNTY OF JEFFERSON The foregoing instrunmrat Was arXnowldged before me P$Mw7 14, 200S, by James H. Pryor in his capacity as MarugaOf MG Dcft4cPn m 111, LLC Wanaes2 my fund and offioiat reel-. ~t Notary Public My commission expbsiv f 0639(e APPLICATION AND PERMIT TO LAY DRAIN AND TO MAKE SEWER CONNECTION 4897 Dist. Box 288, Wheat Ridge, Colorado No.____________7 Ph. 424-7252 ~4"y To: Wheat Ridge Sanitation District Please issue to___-~er+~~/1 Contractor, License No.......... 0-:9 nO-`3.-_....... permit to lay a Drain y.._. inches in diameter from 5/1114.4--....... (Indicate kind of property) lCt}!!?/b~t ~`!d Q!G e owned by Z QFYBGAO ~I!T~•--k j-- ~--L_.._____... located at V 6-26-75 ___AL 37_.-_7lf__ ~eef; Wheat Ridge, Colo., said drain to connect with: Water closets -..-.Laundry tubs . ..Baths r ..----------Lavatories ....--..Sinks 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 B ~~t The foregoing application is gra eipt is acknowl- edged for payments as follows: Inspection fee Connection to be made at ................manhole plus..---........... feet. WHEAT RIDGESANITATION DISTRICT By...l- 19---- Connection approved N Inspector. Wheat Ridge Sanitation District PerlnitIVo:~ 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.ihe 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 1S ON NOTICE THA'I`. 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 t11e 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. Vvl1°.5 Owner/Applicant Service Address Legal Description ~&9 Lot Block Buildinw, Use: g Single Unit Dwelling _ Multiple Unit Dwelling (Unit Commercial Other Phone Subdivision Connection Tyne and Number: New Construction _ Extended Construction 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.`Tall 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 PjOT1CE 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 Ilealth. 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 DislricL The District also disclaims liability for any consequential damages which may occur as a result of any disconnection for any reason including disconnection for violation of District Rules and Regulations. At the option of the District, this permit Application may be recorded at the Office of County Clerk and Recorder and the public is thereby given notice that the subject property is subject to the Rules and Regulations of the Wheat Ridge Sanitation District and the limitations of this Application. CONDITIONS OF APPROVAL: AGREED AND APPRO E P: Owner/Applicant Date eZ, Za&z 91.210 V District Age Date G'Zi~°ti! a- O Dist ict Engine . ate Inspected by: Name Title Date of Inspection Date of Connection A1E'I'R0 WAS1'EWA1'LI( RECLAMA'T'ION I)IS'I'ItIC'I' FORM WHEAT 11110:1? INFORMATION AND CERTIFICATION OF SANITATION DISTRIC'T' 1'. o. nox 288 CONNEXTION'1'O SrwliR SYSTEM SLRYM) BY Wheal Ridge, Co 80034-0288 Local Appl i cation/Permi t Connecting Municipality/Special Connector j1 d1 Sewer No. yJ''9 Date _ Associated or Contracting Municipality Water No. Date Service Area Code CUSTOMER DATA: Owner Name CT Yl tom I I'Z l P C'~~(~ 2 S- _ Mailing Address ?26 City/State/Zip 010lzrei S, CM- ~C'A ~(c Telephone SERVICE LOCATION: Service Address Legal Description SERVICE DESCRIPTION: L,4ew Connection or -Altered Connection (Explain in Remarks) Sewer Water Lateral Size in. Service Size 0/// in. Meter Size it Trunk Size in. Tap Size in. Main Size it Tap Location 01n,E Tap Location 4DVLol~n _ ~X Water Supplier /i'j j66 et, Tf Z SFRE ASSIGNMENT: Single Family Residential (Refer to Section 7.4 in the Rules 6 Regulations) Type of Residence S.F. Detached Dwelling _ Mobile Nome _ Multi-Family Structure Other (Explain in Remarks) PAYMENT MADE BY CUSTOMER: DATE OF CONNECTION: AMOUNT $ 1600,0) DATE 9 ~o Si Connection Charge Amount Signature - Certified By Date - c~ 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. Wheat Ridge Sanitation District 7100 W. 44th Ave. #104 P.O. Box 288 Wheat Ridge, Colorado 80034-0288 PAX: 303-424-2280 Phone: 303-424-7252 Receipt of Tap Fees Paid Metro Wastewater Reclamation: 0 2,700-00 Wheat Ridge Sanitation District: 1500,00 Inspection of Hook up: 90.06 Sand/Grease Trap: Other: y 7100. 06 TOTAL: Date: 9-a y Check No.: 6 a/ Recd By:., N 87.30'46' w 70 QaLL J U N Iz~N a z 9.15' r 10' UTILITY AND DRAINAGE EASEMENT + SEE NOTE 3 LOT 6 5' 6,948 SO.FT. 60.85' 0°46' 3! 70.00 U. cn Ww ZN -N W N H U z aw 0? 40 W 04 c Z J a- f- W 7 W > V OQQ G OI- U' G z o>c ZQ.od 2 0 m 44 1- W 5765 0 bQ0 S89.46'35'E I LOT 7 5,126 0 SO.FT. a0 x._5715 50.85 0 $8899.46' 35' E O 10 2 LOT 5085 I SO FT. a O 5725 $89.46'35'E 50.85 22~~ N 0 oco W LOT 5 oI 5 , 125 $0. FT. o°I Sn A& O S89.46'35'E II_' I I O 0 LOT 4 0l 5,084 SOFT. 0' 5( 5 S89.46'35'E 50.84' ~ ~ ~ ~ ~ _-----4------_ I 24'-0° ~ A!0 ~ ~ ' AI(7 \ ~ ~ ~ ~ x ' , I ~ ' I~'~ , 2X4 9TUD5 AT 16" O.C. W/ 5/8" TYPE'X' GYP BD ! ~I-1~?MP~C~N f~Ai~~►~~r~ - - - , u~ r. ~ r~~~ ~~,~i i ,R- ~ r , .i.e ~ ~ wtiEi~ GARAG~ A ~ b i'TACf1ES p , TO MOUSE ~ ~ S ~ ~ , ENGINEEf~p TRU55ES @ 24" O.C. ~ , ~ _ ~ ! ' ~ ~ , ~ _ - I I e i A10 r ~ p . •r ,t ' ~ ~ y , _ , ~ ~ r ` ~ t ; ~ ; s . ~ 1 i•, ; , s . ~ ~ 1 x~ . ~ ` . : . t.. , r r "s I 3 f ~ ' ~ t1 ; w ~ ! . t 4 . ~ ~ ' ` ~ ~ . ~ L~ ) s ~ , _ t it S., , I i n ~J' ~A~ . ~ - ~ Q 4 } " ~i _ _ ~ ~ , C ~ /~5Pt1ALT ~hil#~~LE~ OVER it2" PLYVd00Q A5PIIALT SHINGtESOVER !/2" PLYWOOD ~ S~ } ~ ~ ~ v i _ 51DING TO N1A~"Cti NOUSE l I 51DING TO MATCII ~OUSE 1, ' ~ , . ~ j F~r i . } . ~ , f ~ Y. ~ ~ 1 ~I ~ 3 . ; , . . ~ r . . .1 ~ , 6 'u r ( . ~ i f 1. . f,` $ ; t . , a l , , - i; 1 a.... , ? i 'J i . ~ . ~ r i 4/ \ . (I ~ LE I 10 . ~ 4 ~ A _ _ ~ ~ ~ _ ~ ~ 1 Q 4 L~ ~ s ! ~r ~ 0 ~ I2 t 7 ' 3(~Y v ~ i ~ ~ ~i i 1  jS,iw„,~ SITE 51DIN6 TQ MATGt1 IIQUSE N~ 2,V,0" aR INSPECTION t... . . . ~ , I - _ C IEF $UjLDING 4FF ICIAL 5CA~.E: ! 1_011 Drawn By: 5RT I n t Date: ail 5caLE: - - ~ 4 RP,4157Dfl5: s OOb~-50 'ON 80~ ~iHs . SO-OZ-~ ~31d~ , ddfl~ '1 '100~ <i3d u8/t ~0 3dOlS Wf1WINIW 'd 1V ` . ~,18 NM'd~~ '3~d~~f1S 3Hl Ol 1311(10 J,11Ad~9 33~.~ ~ 30I~C~d ~0 WaV~d ~31dM H91H d oNd ~9 dW(ld i~ll d H11M lid dWf1S 431d~0~a3d-NON d Ol Nfla 38 Ol(IOHS Nlb~~ 3Hl 03 • ~ ~ ~ I V 1 34151f10 W315~t8 NlY?1~Q lY~3F~a~l3d 3~/d5'1MV~ ~0 511Y13~ . l~bl , l0 ~ ~ ~ SNOISI~3?1 ( ~ ' ~ ~ ll ~NI100~ 1N34N~d3~Nl ~~'dM ~Nl~'d38 . • ~ ' , ~ ` - - ~ N 8~Z6-LS • Xd.~ , ~'F~Vs ~~Ge . 0► _ - - uLf 1Z908 0~ 'NOld 0~ '3fiN ` ~ ' AZ r - ~ ~ ~ ('d~ll) ~b83~ t~# ~ . ~NI~~~NI~N ~ a _ ' ~tt . . ~d~ll~3n ~~~0 'd~l ~'d8 ~ ~ t~ ~ ) 0 ` 0~ NO ~b'83~ b# N ' ) . `-b ~ NO 3~~I~1d3HM NOIS fl ° l ~~I~ 10 . ~ ~ ° n 3WOH ,I~IWd~ 3l~NIS ~~NIS ~d NOIld~N 0~ 1N10(' NOISN'ddX3 „Z/l ~d~11~3~ ~~~0 • • ~b83a ~b# h.: ~ ~ 31d1d . , ~00~.~ 313~~N0~ „t ~ ~ , ~ -8 ~~IS a31'd3~1 r `i ~ „ ~ ~ k.~~ c.~(~ ~ • ~ d,ll) 3~0~ ~L~ _ ~ °8~~~~, 3 d,; L'3G30~H~S W 0401 ( d,ll) ~ 0,b ~ ~ 1b'~0~ ~~d 1N3A 91X8 ~ ~ S1108 ~OH~N'd „Ol % (~d,ll) ~d83~ b# ~ ~ ; v'~ - "J ,r, r. ~ `a ~ K ~ 1i,.. ` t~ F'. L ! ~ F ~~d,ll) ~~~0 ~ ~~°i~i-~~~~(~0~) - Xd~ OSZ6-L58 (~0~} - 3NONd S1108 ~OH~Nd Ol X Z l < < „ ~ 1Z908 0~ NOld(l~ 1~0~ 3(1N311b' ~3~N~a 5~L ~ ~ld1d IIIS 031d3~i ~ ~ ~ ~ v a ~ a ~ ~ ~ y~ ~'53~0~ 9N1014~8 9NIN213R0~ 3H1 H11M 3~Ntl4210~atl NI 3A lltlHS t~ll~fial$N0~ lltl 'Ob V1 ~~t~1 ~1N3nn~noa ao Nosdwis ~.a xvwz ao ALL 1331S S 3MMW1S 38 1lVHS OOOM 431V32ll /M 1~V1N0~ NI 'VIO NI ,Z/t NVHl SS3l 3aVM~MVH llV "6t ~ xj '1a0d32! SliOS otl321 '12JOd3?l SlIOS NI ~O~Mfi ~ ~8tl1S 21001j QNtl SNOllu2ltld 2J01?131NI lltl N33M138 3~Y~ QIOA W(IYVINIYi 3~U021d '8t re-~ '1~3f'021d SIHl ~0 N011~f12115N0~ ~ 3H1 OlNI p31va0da0~N1 38 ~lfI0H5 12lOd32! SlIOS 3H1 NI Q3NI'dlt~~ SNOI1tldN3WN10~3M lld 'Ct lvla3LV1v 9NITillN~dB A8 3did 031va0~a3d oNV H~Oa a3nl~ 3H1 ~0 9N~J901~ 3ZIYVINIW Ol '1N3lVhitli~3 210 ~la8tlj a311ii 31I1X3103~ H1IM 43a3~+0~ 38 ~1f10HS l3Ab'?J9 3H1 ~0 d01 3H1 'H~N32ll 3H1 .i0 H1~Ut llfij 3H1 210! 3did 3H1 a3A0 S3H~NI 9 j0 YVf1WINIYI tl 43~V1d 38 Q1f10H5 N~Ob 213AR! 3H1 (0381S3Q S~ 100.~ a3d H9Ni ti/t) `2i31VM ~0 ltlA0W3?1 1N3I~Ij.i3 3ltllilqtlj Ol 100~ M3d H~NI 9/l ~Q 3dQlS W~NIINIYt v 1V '3~Y~af1S 3N1 Ol 1311t10 ~11NV2l9 3321d tl 34ih0?!d a0 W21VlV a31VM H~IH tl ~NV ° r dWild Y H11M lid dYYfiS ~31V210j2i3d-NON b' Oi Nfla 3B Olf10HS NIV2i0 3H1 '9NI100i 3H1 j0 YY01108 3H1 MO138 S3H~NI 4.~0 Wf1WINIW V 03~V1d 9N138 NIV214 3H1 j0 QN3 H9IH 3H1 1V 1a31~N1 3H1 H11M a313YV1a3d a310D.i 3H1 j0 13n31 a3MOl 3H1 dNftOad ON31X3 O1fIDH5 NIVao 3H1 'H~Da a3nla H~NI Z/l-l Ol 4/£ NV3l~ j0 53FYJNI Zt A8 53H~NI Zl ~0 Wf1YVINIW V NI ~3SV~N3 (~32l213~3iJd SI 3did ~Ad 431V210~a3d Ql~la.) 3did NIV2K1 431Va0~2l3d M313W'd10 H~NI 4 0' NId1N0~ IIIM H~IHM a3Nl~ ~Ad V HlIM ~3NIl 38 Olf10H5 W31S1.S 3~l+Nid21~ 3H1 ~SlItl130 NIV210 N011V~Nf10j 3S3H1 3Sf1 '~3aIf10321 SI NIVa~ V N3HM '12lOd3a Sl10S ?JO 2131131 3lOH N3d0 213d 03MIf10321 38 IIIM NIV210 '9t L '300~ 9NIOlif1@ ~al OOOd a3d Sb' SV321V 9Nlhil 318tl118VH 3otla9 M013B lltl a0j SlltlM NOI1VoNf10j ltl 4311tl1SNi 38 9N110021d dIYV~ 1tlH1 oN3WW0~32f 3M 'Sl ~ O „9 (D~ S '1?JOd32J SlIOS NI 'Q'N'tl 1V12l31tlN1 1NIOP NOISNYdX3 ,Z/t i0 3Sf1 1.8 S321f11~fki1S 1210ddf1S a3H10 2!0 SNWt1l0~ 'SYiV38 30VZq 'SIIVM WOM3 431VlOSl 38 IIVHS S8tl1S '4l A21tlS$3J3N SV NOILd4Nf10~ 3~d2l8 '3A11YN213i1V NV SV i10 '3~Vld S3SItl1 lltlM NOI1tlON(tOj .lNtl iSNIV9V 9NIllI~H~VB 3210j38 3~tlld NI 38 ~1f10HS $W31S.iS a001j '£t 30da9 Q3HSINLi MO138 WtiwINlNI S3H~Ni OC 38 Ol Sa31d a0 SOVd 3Mtlf1bS a(1RI31X3 'Zt . t - ~4310N 3SIMa3H10 SS3lNf1 N~IHi ,8 38 Ol 3aV S9NlL00j lltl 'tl '3a0~ ~al OOOZ 3H1 j0 SNOISIA021d NOI1~f12l1SN0~ 1Vt~11N~~~ 3H1 HLU4 3~Ntl02i0~~tl NI 38 IIVHS JNI{NVii.~ ?J3H10 lltl '3~0~ 9NVOlif18 1V~Ol 213d 38 llVNS NMOHS lON S2134V3H llV 2133NpN3 AdIlON 3SV31d '43a1530 SI SIl+,1 ~1 '3afll~fl2llS 30Va~ 3A08~+ ANV NO (S~bOI 1tl2131V1 3'I) ~NIQNOI ONIM ~ AN'd 2s3+~,0~~ i~'; ~3~Q .'73i~30b3ti Sd ~.U,S30 iY~fli:;:: 1~ ?Y~Ii.N3A ~?1 ~Yi'!'3'J~'~Nt _ ~ AVW NUld SIH! '?13~3MOH 'N91S3~ NQI1VONf10j 7 A1N0 51 Nbld NOI1tl~Nf10d $IHl ~~l A i ~~~8 A I 'SNOIlI00V ?10 /QNV SNOISN32} ANV !!Oj SNVId 1V21fll~311H~2lY 210 ~flNV 213NM0 H11M 31tlN102100~ 'NMOH$ 38 lON AWW 210 AVW SN100NVN 1N3W3SV8 OMJ 'S13~~Od Y~V38 'S13SNI 'S3A331S 'Sd31S NOI1tlaN(10~ 'S3J431 ~~R18 '6 l. r Il al N 21 j N ISN YII lltl Ajli{ 2133N19N3 3H1 ~0 NOI1N311d 3H1 Ol 1N9fiGy8 38 91f10H5 539NVH~ 1N3f1U3S9f15 '8 '3SIM213N10 4310N SS3lNt1 'SNb'ld 03HSIN2Jf1! ?J3Nh10 210 ONV 2l019tl2llN0~ 3H1 NO NMOH$ Stl SNOll~3211Q ON'd SlIV13~ 9NIWV21~ NOdfl 43SV8 SI N91S34 NOI1VaN(10.'. 'L ` {'0'N'ti) a31138 210 I5~ 9£=q~ H1IM 9£b Ni1Sb 38 llD'HS 13315 lV2lftl~flal5 llV '9 ',4l .~0 WfiWINIYI V aV83?J llV dVl 'bH8 ~ 9Nqa0~Nl3a 3l8'dOl3M 90L-tl 30tla9 38 O1 13315 1f10NV3218'St9-V WiSV D1 YYa0~N0~ ~ iy lltlHS ONV ("0'N'N 1331S 3~VaJ 09 NO 04 03YV210~34 38 IIVHS Satl9 9Npa0jNi321 ~S • ~ ~ i '0'N'11 ISd004Z =4j ~0 553~71S lVafiX31~ V 3nVH Z T1tlHS NMOHS SWYlV2ltld MO SWVI-021~IW llV ('0'N'(1~ 3SIMM3N10 0310N SS3lNf1 2131138 a0 l~ ali w3H 38 lltlHS wNOHS a3AWfll lVN0ISN3Wl~ llV 1N3W3~ II 3dA1 9NINIYlNO~ 'S.lVO 8Z 0 Hi~N32ttS 3~ISS32ldVY0~ ISd OOS£ ~0 W(1WINIW tl 38 Ol 313b~N0~ llV 'b ~ '8C-869~ W1SV AlISN34 2i01~02id OadoNdiS ~0 1N3~a3d S6 1Stl31 ltl Ol 431~VdW0~ ONV 3afllSI0N1 INf1WI1d0 j0 1N3~2i3d l~!tl ~3~tlld ltlla3ldW lll.~ NO lIOS ~38af11SbNft 'l'dBfllVN NO 03oN(10! 38 lltlHS 3o'da9 NO SBtlIS ~NV S9NIl00.i l1tl _ ~ ~ "3Sd OOSI = AlI~VdV~ JNIad3B lIOS ~~Sd 04 I~" t . f..■ . = dVOI 3All a001~ '8 ~~Sd 0£ = ob'Ol 3nll ~OOa ~SotlOl N91530 'Z ~ • ~ (d,ll) S~OOG 3~d~d~ SO-B-d ~31V0 ~NI 9NI2133NIJN3 SNltlld H91M A8 311S 3H1 210~ 1210d32! NOIIVJ~IS3AN1 ll'd ~0~ NMOa d31S IV~INH~310~ V.~0 SNOtidON3Vi1V0~3a 3H1 HlUh 3~NV~?10~~V NI 7_ . 0~/?1010~ '.t1Nf10~ t~S213~~3P '3~ot2itv3HM 'NOISNI~B(1S 15002! SJ.3lla '4 lOl ltl 3wOH AIIiNVj 3'pNIS 'A2101S 3l9NIS V 210j 43NJIS34 SI NVId NOlltlaNflOj SIHl'l r i ~SNOIld~l~i~3d ~Nd S310N lb`~3N~~ , 340~ ~d~0~ ~~d - - - - ~ ~ ~i~0~ 3~1~ 3~I~O~d ~ ~v vds va U ad ( _ L ~ ~ V~ 2! d tldS d21 iV IlN 'ddl 39Ntllj Wd38 ~ 3 dYVI a0 1Vb1 N d 1Sf1W 1 1 wva ~ a~~dls ~a~o ,£~D S f11S 13SWHb M Wtl 31 Ol V d d01 H~V11V NI Ij71 d 2! a. ~iM d21 ~ ~ . ~ '~NI 9N-` RI33NIJN3 , _ . . SNltlld H91H ~0 NOIlN311H 3H1 O1 1H~f10218 38 lltlHS ,i NVd a I N01 N WI ,INV 'NOIl~f1a15N0 a.~ NV d W H atl YV HlIM N I N WI V,1~12! { l ~31aN 'NOI1daNf10~ 3Nl ~0 SaN3 3Nl NI ~3~1(1D3~ 3~d S13~i~Od ~ Wd38 ~i 3NIw~~l3~ Ol a3i~l~3n 38 ~~dHS SWd38 anN 3Nl ~0 Hi~►v3~ _3Hl ~SNOIldaNflO~ 3d,~1 wd38 SSO~~ ~0~ i W H 4(1H 'd NO SWd38 3WOH ~0 ~iZIS ~1~1~3A llb`HS ~3NM0 ~Ol~'d~1N0~ '9 ~ _ _ _ _ S13~i~Od Wb'38 ~NIl~(l~1SNp~ Ol ~Ol~d ~ 0 / L _ _ _ _ _ _ _ ~ ~ i 'S13~I~Od Wd38 ~Nll~fl~1SN0~ Ol ~Ol~d ,l~1~:3~ ~IdHS ~3NM0/~Ol~d~1N0~ '3WOH ~8f1 3Hl ~0 WO1108 3Hl H11M HSfI~~ SI Wd38 3WOH 3NIl 3~dI~~IbW 3Hl 1dHl a3W(1SSb' SdH ~N1~133NIJN3 SNld~d H~IH ~5 F~ ~S1N3W3~1(1~3~ 3~b`NId~O ,I~dSS3~3N ~lNd ONb N011~310~d 1S0~~ `S1H~13H ~~bM HSINI~ 03~IS3a 3Hl - - - - - NId1NIdW Ol S30d~~ 311S a3HSINl~ 3Nl ~3d Sd SNMO~ d31S aNd SN011~3S 1~dM ~~~O~d 3Hl l~fl~1SN0~ Ol ~Ol~d~1N0~ ~~b i -j rvv~> 3Hl ZJ0J 3~81SNOdS3~J 38 ~J0 `ON1~J33NION3 SNib-ld HOIH Ol S31:DNVd3~JOS14 lNb' l~JOd3a Ol l,abSS303N SI ll -3WOH SIHl ~J0J SNdld NOIlbaNflOA S,ON1~J33NIDN3 SNid-ld HOIH NO 03SOd0ad 3SQHl S(1583A SNOISN3W10 3WOH lb`(llod ,,J183/1 '2 L~ S3OIA83S 3S3Nl a0J SNOISIA08d .IadSS303N 3A'dW ONb SNOIldOM W'd38 J.80ddf1S (13SOd08d M31A38 3Sb'3ld 'Dd/1H aNd 831'dM 'a3M3S Sb' HofiS `S30M3S 1of181S80 JkdW 1dHl NOI1dOM V NI 38 AdW Wd38 1aOddf1S 3WOH 3H1 'Z 'lll1S3a )lbW 1dH1 S3(1SS1 ,11N'daadM a3H10 ANb` ONd laOdd(1S J,'dMjid1S `SN011'd813N3d aOOIJ ON1aaVO3a S3(1SS1 ~t/~jfllo(1a1S 80J 8301/10bd ?jdl(1aOW af10J1 1lf1SN0O CINb SNOISN3WI4 (INb NOIldOOl ,l'dMaId1S AJ1a3/1 3Sd3~d `NOIlda13N3d )lVM8Id1S 'd 3AVH 7IM 1dHl S3lNOH 80A 'l Z! 6'-0" ~ AI 20'-0° ' ~ rMaM~~oN n~w~N~ 2X4 Al~(ACtiEQ TQ (E) ROOF Computer Aided Design ~ Oraf~mg 5erwce5 PROVIQE F1A5tiING UNDER (E) PROVIDE OVER FRAMING, VA4.I.Ef PIASl11NG, 5l1iNGlES ~OR WAT~R TI~~T I ~~2~ JC0~~5 B~U~f DrlVe P4YWQ00 AND ROOPING FLOW FROM (E) ROOFTO ~alcon, C~ 80831 PORCIi ROOF 71 ~.~~g. ~ ~4~ TO MATCH (E) BLDG. - 2- 4X 12 f1EADERS aN SIZE Wlll VARY 6A5ED QN - 3 - ~X4 COLUMNS a PORGti liT. 4N R~IATION TO ° ' Q ~U DING HEIG~IT N N O ~ ~9 2 FfER~ @ 24" O.C. 2X4 RAFT~R.S @ 24" O.C. 51 OPE R00~ 3! I 2 ~ ~ fi■ Q ~ ~ ~ f C~ ~ ~ o ~ ~ S ~ ~ ~ ~ ~ ~ 2 AI h W ~ ° I ~ ~~1 ~0~~ ~~.A~ l uu ~ ~ N~ ~ 3 ~ ~ AI v I ~i _ ~ ~ ~~i ~ A i ~ ~ , ~ ~ ~..n q _ . _ ~CALE: ~ ! _ Q ~ ~ ~ ASPHALT 511iNGLES QV~R I~~" PLYrN00q ' ON 3/ I 2 SLOPE ' ~ l~ consulranr ~ ~ ~ ~X4 GOLUMN - TYYP, OF 3 > > ANCt10R TO POOTING WI 51MP~ON EPB P05T BASE ~ 4X12 RlDGE ~EAM A~Ph1ALT StfiNGLE~ OVER I!2" PLYWOOQ CONG POOTING W) ~ ~ 2 2 x 24" O.C. 0 51MP50N EPB POST BASE @ 3 N , ~ ~ ~~~v~~~o~ GUTTEC: DOWN~POU7 4X~ COGtMNS @ FRONT CORNERS ~ ~CALE: ~ ~ ~S t~o ~ w > ~ ~ r + MUSTB~ ~N SITE 0 , ~r ~0 ~ FaR I~SP Ec~T~oN ~ HIEF' $UILDING OFFICiAL - ~ ~ ~ ~ Drawmg Indea Q ~ 20'-0~~ Ws~e~r o~~#oe~~ Rrd e P~ESCRIP~~~E_~~~~C~ ~ a '~.o ~aitER~ t FEI~NACES A MIdVi~U~9 ~7~ ~ ~ ~~1~ A~'~!~ ~ S~~fiER N~TERS A MlNIt~UM t~~ 064 EN~RGY ~A~~Q~ ~ ~ C ~!C ~'~TE~ N~AI'E~S x ~Fn~i~ni r,~ R~ ~ _  R~PT CNYDRC~ ~iRCFEAS~'f} ~ 7040I10 ~RA+~ il ding .-pepartment. A , Wheat Ridge B SEt ACKWALISA29T~E~~OSRT~M CE~I !RG- iS ' (~XC 19 ALE, I i~ _ 1 i_ i1 4 . ' p~ved ".Drawn By: BRT e-'UILDING JJFFICIAL oate: 3-9-05 Revis='~ai~ity of ermit: The issuanm DATE~~'~`" sr ~d uCatans shaNa a~t a ~°f a~ ~~ations ~ Per+►►it ~r, ade ~ approval of, ~y violaUan to y ot the prouisions af !6e bui~ing co or o{ city ordinances, PmmS Dresurang fo give auihorily fo violate or cancel fhe provisians of 11e buildin9 codes or afher ordinances of fhe Ciiy shail nol be vaid. U[EK[F=S I 8 HOMIES 2221 000000 LME Oo0 B OK ~ O ° 0IR-rHo ng C DC3 6051 O 00000 ° ULU GENESIS ~ HOMES DEALER: BZ DEVELOPMENT CUSTOMER:LOT #7 MODEL:901 #30609 NOTE: Genesis Homes reserves the right to make changes at any time in prices, specifications and design without notice and/or obligation. All dimensions and specifications are nominal and subject to change. It is also the responsibility of the Retailer/Builder/Developer/Consumer to verify and submit specs to all regulatory agencies including but not limited to Cities, Counties, protective covenants, ect... prior to ordering the home. All changes required by local regulatory agencies will be the responsibility of the seller/buyer unless properly submitted to the manufacturing facility prior to the order placement and acceptance. All changes will be considered on a case-by-case basis and charged accordingly. Genesis Homes will not take responsibility for additional requirements without having full knowledge of such at the time the order is placed. All design details and notes are suggestive only and are subject to the jurisdiction of the state and local codes. See local building department for frost line and soil requirements. MUST BE SIGNED BY DEALER and/or CUSTOMER BEFORE CONSTRUCTION BUNN CRESU NN OOLOML [00 IM MU 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 8 CRAWLSPACE DETAILS I WALL STRUCTURE 0. ROOF STRUCTURE 9. STAIR STRUCTURE ( IF APPLICABLE) 10. SPAN SCHEDULES ll. FASTENING SCHEDULE 12. MODULE ASSEMBLY P-1 DRAIN, WASTE, $ VENT W-I WATER SUPPLY A-5. MISC.. DETAILS 13.CAPE GOD DORMER ASSEMBLY ( IF APPLICABLE) 14. INT. WALL ASSEMBLY 15. FIRE-WALL ASSEMBLY ( IF APPLICABLE) 30'-411 R ` ° I' I o " B Ems. ' "°°F~ 9m1 IRC 306m9 12 01 ` SMiItIQTI (C°d4 bOOfl 1 ~ Y133 CLATT PO.O . O.O m 1 arE waao BY JOE HEADLET 15 2-BATHS H _ = V8 = 11-0" OR V4 = 1'-v' Tom' FLOOR PLAN COLORADO 17 DINISICN 22 DATE 0I-04-2005 DEVELOPER SERIES 901-IRC-20603 24" STRETCH 24' STRETCH I 4' 14' 6'-6" 31' 9 3/4' 31' 4/ d4' I6' 12'-2' IB' I" 36 36 36 0V 3m 6V isl'16 3a . DW 314 MASTER ~s BEDR= DINING De tR KITCHEN - _ - 39 C 0 AREA. AREA= 2402 READ LIGHT: 112 9 A REQD VENT: 9o ©r 191 RE D L*WT: I z C REQ'D VENT: 96 3141 B'-I I ° S i~ 6U ,pw 1 i) " M-ANT %ELF l- i. II'-03/4' j XLLm YY 1 ~•b l J e'-8 V4° I A, = wZ 5 R 39 -1 1/[' 3l 82R m 3143 311/2 5& ' 0 20'-I IR" 23'-41/1' I 39' Pi 10fl 4/4 254 129'-6 314' yJFppRi Pp8 2543 2511 C R 8 28 I 314 I45314 ®s L VING ROOM m 314 _ I 25'y _ o B 3Ny RM #2 T: AREA= LI 9 m r J / ~ A A• 91b m 102 ~'p Lr 4 iK I 1 1 rci ppp BID M #3 AREA= 253b REQ'D LIGHT: 203 fl : 5 L . Ia , READ VENT: 10.1 I I o o ~ ~ I i 38 i~ 1 38 ~ 6OVE 466 0V RATED 7 -6 3/4' D" b'-4' 221/21 V-611/4- I11-2 Vl' 11'-0 3/4" 11'-9 1/4" 2 '-1 3/4' 42' 48' 111-9' 20'-0 V4° 29'-11' 30'-8' 12" STRETCH 12" STRETCH 24' GARAGE READT ( DRYWALL CNLT) I I I I I I I I I I I I I I I I I 1 n 11 I ~H 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ]0 31 23 33 36 35 36 31 3B 39 30 31 33 33 31 35 36 31 05/10/2005 03:00:55 PM 901-IRC-20609 24" STRETCH 24 STRETCH sTD. GM-DI MASTER BEDROOM IN G Dg 1'-9" X 12'-0" KITCHEN 16'-0"X1 '-4" 1- ©F~ , 1 O ~ J Mill sueL~ ' Pi , LIVING ROOM B 6R M #2 ® 17'-2" X 14'-4" 10'-6~X 11'-5" w BDRM#3 La MODEL 901 301-411' W 3 BDRMS, ~ BATHS 1453.4 S'Q, FT 12" STRETCH 122" STRETCH 30'-4" smm CREW N0NES R E v 1 S 1 O N S ~4DLE. m 901 RG 30609 MI a YT LNg PO. GO% 10, OERfMCI1D, GO. BarJl3 COLORADO BUILT ECd E: ve : r-m^ OR v4 - f-m^ -E' LITERATURE PLAN L -1 DIVISION TT DALE: 01-04-T605 DEVELOPER SERIE5 05/10/2005 03:30:22 PM FFM ELEVATICN PEAR s6VATICH SMNH1T CREW HOWES 2M[ CL4YTcN L Pa C w OERIH01m, = L m COLORADO BUILT m EN3 "°°E` 0301 IRG 3 ~ S-: JOE IEADLET 3-13EDR " 2-BATI ve_ r^m oR va . r-m *=E° ELEVATIONS 9«Ei: A-2 DMI-OFER SERIES DIVISION 22 05/10/2005 03:01:11 PM SMNNRT CREST HONES Ylll 0.6ttW LPlg PD. GO%10, GERIMPID, CA. BPYJtl COLORADO BUILT DIVISION 22 DIG. ~ll a Q/J11 IC/' 1/JV_/I o I DST: JOE HEADLE7 3-5EDROOMS 2-5ATHS VB - '-0° OR V4 . 1-0' T~ 01-04-2605 DEVELOPER SERIES 05/10/2005 03:01:21 PM W" ELEVATION R*W ELEVATION INSTALL CONTINUOUS RIDGE VENT PER MANUFACTURER'S INSTRUCTIONS. FASTEN TOGETHER WITH 4" LONG FASTEN EDGE RAIL TO 3/8" LAGS I6" O.C. (STAGGERED) EACH TRUSS WITH 15 GA. 1/16 X 2- I12" STAPLES, 3 PER TRU55 FASTEN KNEEWALL BOTTOM PLATE TO KINGPOST AFTER RAISED (2) 3" SCREWS OR (31I6d NAILS AT EACH TRUSS 4" X 3/8" LAGS AT 32" O.CISTAGGERED)- ALTERNATE SIDES AT ANY OPENINGS ALONG MARRIAGE WALL LATERAL BRACING AS REQUIRED , / P CLEARANCE FOR VENTILATION VINYL OR HARDBOARD SIDING OVER APA RATED 055 ( OR EQUAL) SHEATHING OR RATED SIDING 2X6 STUDS 16" O.C. R-IS FIBERGLASS INSULATION- LAG FLOOR TOGETHER W/ 6" X 3/8" LAG SCREWS MIN. 5 32" O.C. ALTERNATING SIDES. ( BOLTS THROUGH PREDRILLED HOLES MAYBE USED AS AN ALTERNATE). SHIM THE SPACE BETWEEN FLOORS WHERE FASTENERS ARE. PoO# VAPOR BARRIER WARM ISO OR 112 2X6 TREATED SILL TRUSSES TOE-NAILED WITH 3 - 8 D NAILS OR - 3 •8 SCREWS SINGLE 2X6 PLATE MIN. R-IS FIBERGLASS INSULATION 2X6 STUDS 16" O.G. SINGLE 2X6 BOTTOM PLATE MIN DOUBLE 2X10 PERIMETER JOISTS or EQUAL TMU 6" MM OF WALL ABOVE GROUND INSULATE FLOOR CAVITY ( INCLUDING PERIMETER CRAWL SPACE OIST ) OR FOUNDATION WALL AS REQUIRED BY VENTALATION PER P05T SPACINGS AS PER LOCAL ENERGY REQUIREMENTS. ( ENERGY CALCS PER LOCAL SOIL CONDITIONS L~'a- SOIL CONDITIONS APPROVED MODELS BASED ON MIN. R-II ANCHOR STRAPS OR EQUIVALENT PER THE STATE CODE DOUBLE MARRIAGE WALL ° 2)(4 STUD (OR BETTER) AT I6" OC. TOENAIL FASTENING OF RIM JOIST TO SILL PLATE WITH ° SINGLE 2X4 TOP PLATE MIN Ibd a I6" O.C. AS PER STATE CODES ° SINGLE 2X4 BOTTOM PLATE MIN RANCH HCU5€ 5ECTION ' ~llw~~~~ n wnO~~~ R E V 1 5 1 O N S DRAW 8Y: ENG. MODEL: HOUSE SEC I ION "4EET: CHECKED BY: RANCH SECTION 2221 CLAYTON LANE PA. BOX 10, BERTHCUD, CO. 80513 TITLE. 5-1 COLORADO BUILT SCALE: 1/8 = 1'-0" OR 1/4 = I'-0" DIVISION 22 DATE: HOUSE SEG I ION RANCH SHINGLES AND UNDERLAYMENT COVERING: MATERIALS AND INSTALLATION PER MFG 5PEC5. AND /OR AR'WA GUIDELINES. MEETING STATE REQUIREMENTS CONTINUOUS RIDGE VENT or ROOF VENTS ( MIN I SQ. FTJ300 5Q. FT. AREA) 12 2X4 03 5PF CONTINUOUS BRACING or PER TRUSS MFG. SPECS 4 T / STRAP THE KNEEWALL TO THE KINGPOST AFTER RAISED TO FINAL POSITION BEAM AS REQUIRED 2X6 +2 CONTINUOUS BRACING PORCH r-IODELS REQUIRE ,4DDITIONAL FOUND,4TION DESIGN FOR CR4&SPACE FONDATICN VENTS, SCREENED 4 CLOSEABLE LOCATED NEAR 4 CORERS TO PROVIDE VENTILATION PER LOCAL CODES 1 SQ FT. PER 30+0 SQ FT. UWAPOR BARRIER OR I SQ FT. PER 50 5Q FT. W/O VAPOR BARRIER INSTALL GFI OUTLETS AS DEEDED ON CIRCUIT EXTENDED DM FOR BASEMENT. 2x4 WALL (OPT) CENTER SUPPORT WALL OPENING SHALL NOT BE LOCATED UNDER SUPPORT POSTS OF UNION WALL ABOVE OPT. STA FM14T OPENMG M FLOOR OF HOME FOR Y'i RISE/10' RN STEPS (AS PER IRC CODES) SEE FP. FOR LOCATION FOOTING SIZE TO BE DETERMINED AS PER LOCAL SOIL CONDITIONS WITH 2'4 FWARS TYPICAL AT PERIMETER 4 CENTER L PROVIDE V x 24' ACCESS TO CRAM SPACE WITH I INSULATED CLOSURE 4 I PASSAGE-WAY UNLESS I ADDITIONAL EQUIPMENT REO11RE5 LARSER ACCESS I SUPPORT MIDST BE PROVIDED FOR POINT LOADS AT UNION WALL OPENIW.S OVER 4' UMDE: DOUBLE STUDS ( M EACH MODULE TOTAL LOAD 15 3200', THREE STUDS -4800! ETC AT 1600' PER STUD. I I I PIER OR 3' COLII-N FOR 121000 PONDS r OPTIONAL WITH SUPPORT BEAMS OPTIONAL / FOOTWJ SIZE AS PER LOCAL SOIL CONDITIONS (6 W/ 2 X 19 TOP PLATE a 16'0L.. SUPPORT WALL ON FOOTR 2X10 TOP PLATE \ L--1 I INIFORI LOAD TO FONDATION 7100 PLF a 40 PSF ROOF 2000 PLF a 60 PSF 2409 PLF a W PSF ROOF I \-ADD COLIAN AND FOOTM FOR L SHAPED STAIRS V MNIMM 40' DIM. FOR LANDING 4 4" CONC. SLAB STAIR WIDTK V-8' HEADROOM W 6X6 10/10 WIRE MESH REQUIRED OVER NOSING OF STEPS WITH BASEMENT 4 LANDING INSTALL SWITCH FOR STAIRUAY Lr* T EXIENDMG 14.3 FROM J-BOX N FLOOR 4 NSTALLNG LIGHT ON HABITABLE ROOMS OF BASEMENT _ J-BOX SEE F P/ELEC FOR LOCATION MUST BE PROVIDED BY OTHERS WITH LK,HT-VENT, RPoERI\ F AND EGRE55 OPENINGS TO MEET LOCAL 6 MIL W/CRAULSFACE VAPOR R B BA CODES. NOMINAL LENGTH = DIM. OF MODULE- SEE SPECIFIC MODEL DUCx FOUNDATION NOTES: 1. CONCRETE FOOTING 4 WALL 15 3000 P51/18 DAY 2. ALL SITE WORK TO BE VERIFIED 4 APPROVED BY LOCAL AUTHORITY. 3. FOOTING SIZES TO BE BASED ON LOCAL CONDITONS 4 REQUIREMENTS BY LOCAL BUILDING OFFICAL 501L BEARING CAPACITY TO BE 2000 PBF MIN. 4. PIERS 4 FOUNDATION WALLS MAY BE CONSTRUCTED OF 8" X 8" X N.6" CONCRETE BLOCKS (OR EQUIVALENT) 5. THIS TYPICAL FOUNDATION, INCLUDING SILLS, CENTER WALL, 4 STAIRS TO BE COMPLETED BY SITE CONTRACTOR 6. FOOTINGS SHALL BE 30" MIN. BELOW FINISH GRADE. THEY SHALL BE INCREASED AS REQUIRED TO MEET LOCAL BUILDING AUTHORITY. 1. SEE MODEL FLOOR°LAN, PLUMBING AND ELECTRICAL FOR DETAILS. 8. DCUBLE RIM JOISTS DOWN THE CENTER LINE. 5. FOR TYPICAL BASEMENT FOUNDATION WALL 4 CENTER SUPPORT WALL DETAILS SEE DRAWING SHEET 5. 10. CRAWL SPACES REQUIRING BUMP PUMPS RERQUIRE A GFI PROTECTED OUTLET 4 LIGHT. AT THAT LOCATION. THE SWITCH SHOULD BE LOCATED AT OR NEAR THE ACCESS OPENING. IL STEPS, PORCHES, 4 DECKS THAT ARE PLACED AT ENTRIES ARE SUPPLIED 4 INSTALLED BY OT14ERSON SITE, BASED ON LOCAL AUTHORITY 12. ALTERNATE FOUNDATION LAYOUTS CAN BE OBTAINED THROUGH A LOCAL REGISTERED ENGINEER OR LICENSED ARCHITECT. 13. PANEL BOX LOCATION IN BASEMENTS WILL BE DIRECTLY BELOW WHERE SHOWN ON THE FIRST FLOOR UNLESS NOTED OTHERWISE. 14. PANEL BOX NSTALLATICN LOCATIONS ARE INTENDED FOR LINDERISROUIND FEEDERS. OVERHEAD FEEDERS CAN BE ADDED ON-SITE AS LONG AS THE LOCAL REOUIRE-MENTS ARE MET 4 IN COMPLIANCE WITH THE CURRENT NEC. SMNN97 CREST HOMES 2221 CLAYTON LANE PA. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT DIVISION 22 ALL DE5*14 DETAILS AND NOTES ARE SUGGESTIVE ONLY AND ARE SUBJECT TO THE JURJSDICTION OF STATE AND LOCAL CODES. CHANGES MUST BE MADE ACCORDWsLY. CONTACT YOUR LOCAL BUILDING DEPT. FOR FROSTLME AND SOIL REQUIREMENTS. FOR VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODE5. CIRCUIT FOR B'1CKE DETECTOR IS PROVIDED IN J-BOX OR NIP CCMECTOR ON MODULE FLOOR FRN-EE INSTALL INTER- COWNECTED SMOKE DETECTOR F BASEMENT. SEE FF/ELEC. FOR LOCATION. MINIMM 2x6 TREATED SILL ANCHORED TO CONCRETE WALL WITH'TECO' SILL-TY OR SIMPSOLM MAS (OR EQUAL) AT 4' CG AND I' FROM CORERS. OPT. V2' ANCHOR BOLTS. DO NOT COUNTER-FARE SILL PLATF_ ~ v a O N v r LATERAL BUILDING LOAD TO END WALL OF FOUNDATION 15 2020 PC ND5/FOOT OF HOUSE LENGTH inmorn#c ~mlw 1=1 TYR ANGiLED CORNER SEE FLOOR PLAIN J i i i ALLOWABLE MARRIAGE WALL FOOTMG LOADS (KIPS) SOIL BEARING CAP. (PST) 2000 3290 4000 52,00 24 X 24 15 INS B5 195 30 X 30 12 1825 245 36 X 36 115 265 42 X 42 24 ASSUMES PIERJFOOTMG UEIGHTS• 520 DRAUN BY: MODEL APPROVED BY: SCALE: NOT TO SCALE FCUWATICN LAYOUT W/ PLANT TYPICAL 4 4 FLOOR JOISTS ARE END NAILED TO RIM JOIST. BEARIN's SUPPORT BY U51NG 2 X 2 NOM. LEDGER OR LISTED HANGER 2 X 10 2 X 4 WALL HELD 1" AWAY FROM , 16D TOENAIL TO 2X6 SILL PLATE _ FOUNDATION WALL 50 R-19 INSULATION SEE CRAWLSPACE DETAIL CAN BE USED. , RIM JOIST TO RIM r 2X10 A36 STEEL BEAMS-CONT. OVER 2 SPANS = = SECURE WITH 6" OR GREATER W8 x 24 - MAX. 12'-6' BETWEEN COLUMNS FOR 40 P5F ROOF LL = W8 x 28 - MAX 13'-0" BETWEEN COLUMNS FOR 60 PSF ROOF LL - LAGS a 32" O.C. 2x6 - 24" G.G. W5 X 31 - MAX. 13'-0" BETWEEN COLUMNS FOR W PSF ROOF LL C t BASEMENT FULL LENGTH WALL SUPPORT WA CENTERLINE SUPPORT BD I XT E XT WALL = ONE 5 MIN. ' . . E ~ SF LL LL ROOF 90 F REQUIRES 2xro Will - "STUD" OR BETTER 8" CONCRETE WALL 04 REBAR = 16" CC. ALTERNATE BEAM I COLUMN HORIZONTAL a 24" OC., 5 VERTICAL AT " = CENTERLINE SUPPORT IS O.C. = = OPTIONAL 12" X 6" THICKENED SLAB 3" D PIPE COLUMN WATERPROOFING AND = AT STAIRWELL WALL DRAIN AS SITE REQUIRES = = 3'-4" x 3'-4" x 10" DEEP CONCRETE FOOTING 4 - 04 REBAR EACH WAY 160 TOENAIL TO 2X6 SEE CRAWLSPIL BASEMENT DETAILS GARDEN 1=L DBL. 2X& TOP PLATE OPTIO SIZE By BU 2X6 STUDS a 16" DC. I6D TOENAIL TO 2X6 TE OPT. FOR CRAWLSPACE ONLY SEE CRAWLSPAG q SINGLE BOTTOM PLATE STEEL I-BEAMS MAY BE LEFT INTACT IF HITCH t AXLE ASSEMBLIES ARE ibd NAIL MODULES TO " T 12' OVED. ~ O P R H SILL 16" CC CONCRETE WALL 8 LOGCING T SU ORT W PP B T . HORIZONTAL a 24" O EAM WEIGHT I-B SHEATHING OR TRIM 5 VERTICAL AT NAILED TO SILL t I 18" O.C. 0 GRAWLSPAGE RIM JOIST TO RIM JOISTS MODULE 8d-16" C.C. / EXT ALL SECURE WITH LAG SGREWS . W WATERPROC DRAIN AS SRES 2 X 6 TREATED SILL GRADE TO SLOPE AWAY 2 xlm 6" MIN. FROM FWNDATION 2x6 - 24" C.G. R-II INSUL BRD REINFORCED SUPPORT WALL OR RES CHEK 8" CONCRETE BLOCK WALL 6' MAX. HEIGHT FULL LENGTH WALL EQUIVALENT " TO MAX. 4' HIGH REINF. (BRACE WITH Ix4 MIN. CENTERLINE SUPPORT TO 24 BELOW GRADE , CONCRETE TO MAX AT MID-HEIGHT WHEN OVER 4') WATERPROOFING AND 6' HIGH. 8" CONCRETE WALL 04 REBAR I6" x 8" CONCRETE FOOTING - DRAIN AS SITE REQUIRES HORIZONTAL a 24" O.C., 5 VERTICAL AT WITH 2'4 RE5AR5 6 MI . VA A I IS" OC. AT PERIMETER t CENTER) EXT. FOOTINGS TO BE MIN. 24" DEEP OR BELOW LOCAL FROST DEPTH AND ON UNDISTURBED 501L CRAWLSPAGE DETAILS GONFORi1S TO LOCAL CODES ALL DESIGN DETAILS AND NOTES ARE SUGGESTIVE ONLY AND ARE DRAIW BY: MODEL k`~Ir211Vr2SBS HONES Y~In ,A 2221 CLAYTON LANE PD. BOX 10, BERTHOUD, CO. 80513 SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. APPROVED BY: CHANGES MUST F MADE SO CONTACT YOUR LOCAL . BASEMENT $ GRAWL COLORADO BUILT &IILDING DEPT. FOR FR05TLINE TLINE AND D 501E REQUIREMENTS. FOR ecaL€ NOT TO 5c,4LE TinE DIVISION 22 VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES. DATE: SPAGE DETAILS NOTCH IN JOIST, WITHIN V-6" OF JOIST END, TOP OR BOTTOM 3'-O" MAX DO NOT NOTCH HOLES SHALL NOT BE WITHIN 2 INCHES OF TOP OR BOTTOM OF JOIST, AND THE DIAMETER SHALL NOT EXCEED ONE THIRD OF THE J015T DEPTH BOTH TOP 4 BOTTOM OF 2X10 Li I20(MAX) DEEP, 12" M X LONG TYP. IF END OF JOIST ADD 2X BEAR'G WITH 2X6 SPF 7 DOUBLER GLUE 4 STAPLE 3"oc. 2X10'S M 3 314" DEEP-J RIM S X 16" LONG WITH 2X6 GIST 3'-0" MAX TYP. BOTH END5 GLUE 4 S or 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 12" ROUND WITH 2" (MIN) EDGE DISTANCE IN END 1/3 OF JOIST = 2 12" 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 N THE END 30 INCHES OF JOIST. 2 X 10 FLOOR JOISTS OR TRUSS JOIST - HIM or ANY 1015 P51 fb REPETITIVE AND E=13 MOE OR EQUAL 2 X 10 RIM JOISTS - HF n 2X8 HF n 2X6 n SPF OR AS NOTED DOUBLE 2 X 10 or 2 X 12 RIM JOISTS REQUIRE NAILING FIRST RIM TO JOIST, THEN NAIL SECOND RIM, USING 15GA X 212 STAPLES OR EQUAL 8"oc. IN A STAGGERED ROW, (10) EACH, M END 8" AT EACH BUTT JOINT. SEPARATE BUTT JOINTS BY 48" AND MINIMUM 96" BETWEEN BUTT JOINTS IN SAME LAYER MAX 1/a" SEPERATION IN BUTT JOINTS. J015T END ON SPLICE BLOCKS = (10)15GA X 2 2 STAPLES OR EQUAL TOE-NAILED BOTH SIDES, or ONE SIDE TO 2nd BLOCK LEDGERS AND BLOCKING = ANY GRADE AND 5PIECIES. SIMPSON LUS26 HANGERS ARE (OPT) FOR J015T ENDS, NAIL WITH (4) EACH 10d or Ibd BOX TO HEADER AND (2) EACH NAILS TO JOIST. EQUIVALENT HANGERS MAY BE USED. DECKING IS 5/8" OR 3/4" OM OR OTHER APPROVED PANEL RATED (4020) FOR SPAN FOR SUBFLOOR, FULLY GLUED WITH PVA ADHESIVE 4 STAPLED TO FRAMING WITH 16 GA X 13/4" OR EQUAL 6 16" O.C. MIN. INSULATE THE EXTERIOR RIM JOIST AND END JOISTS WITH R-II FIBER-GLASS BATTS or EQUAL. WIRES 90 AND SMALLER RUN T14W 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 WALL. 2221 CLAYTON LANE PD. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT DIV151ON 22 REINFORCEMENT 3 3/4" DEPTH n P. BOTH ENDS TO RIM J016T MULTIPLE JOISTS ARE FASTENED TOGETHER WITH 15 GA X 2 1/2" STAPLES OR EQUAL 12" O.C. TOP AND BOTTOM 2X8 OR 2X6 FLAT UNDER DECK TO SUPPORT FLOOR 4 PROVIDE HEADROOM. (15)15GA X 2 12 STAPLES OR EQUAL T14RIJ RIM JOIST TO JOIST or TOE- NAIL TO RIM JOIST. 1 _ 12-8"(m, QOWN X 40 (OPT) A%LEI / 5/8" OR 3/4" APA RATED DSL 2X10 or 2-2X10's 2X10 RIM JOIST FLOOR DECK'G or EQUAL WITHIN 1"oc. BLOCKED AT ANGLED CORNER FULL HEIGHT 4 VERIFY DIMENSION 2X10 BLOCK WITHIN 10" OF END 2X6, or 2X10-16"oc WITH PLAN. JOIST END AT ANGLED CORNER (5)15GA X 2 Vl STAPLES OR EQUAL EACH END. IF DECK SEAM, ADD 2X3 BLOCKS BETWEEN 2X4's. 2X4 SPF "STUD" 24"oc. FOR 30" WIDE BAY or 16"oc. FOR UP TO 36 3/4" WIDE BAY. (4)15GA X 2 12" STAPLES OR EQUAL END GRAIN, or (3) EACH TOE-NAILED, or 2X4 LADDER BLOCK UNDER WITH (3) EACH STAPLES. ' WIDTH OF SPACE 2X10 JOIST TYPICAL 2X10 DOUBLER IF NEEDED TO DETAIL IIAII MEET JOIST SPACING. LADDER BAY DETAIL IICII BUTT JOINTS 4'- 2" 3-FULL LENGTH JOISTS PLUMBING BAYS 32" (max IN ANY 4'-2" DISTANCE 'L l" DES T'L "B 20"o.c m x) 2X10 JOISTS 16"oc, MAY BE OFFSET 2" NOMINAL, or 3" WITH LEDGERS. 2X10 ELKS 4'oclmax) IN ENC BAYS. (5)15GA X 2 12" STAPLES EACH END. 2x10, 2X8, or 2X6 HEADER 32"(max), LENGTH-(12)150A X 2 12" STAPLES OR EQAAL EACH END. JOISTS LE55 THAN 10' MAY BE 2X8, LESS THAN 6' MAT BE 2X6410)15GA X 2 12" STAPLES EACH END. EDGE OF DECKING MAY BE SUPPORTED BY 2X6 FLAT (FOR MAXIMUM HEADROOM). FLOOR DE51GN CRITERIA = 40 PSF LL + 10 PSF DL. DRNW BT: DRAUN ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE APPROVED BY: SUBJECT TO THE JURSIDICTION OF STATE AND LOCAL CODES. CHANGES MUST BE MADE ACCORDINGLY. SCALE: NOT To SCALE CONFORMS TO 2003 IRO CODES MODEL TYPICAL 1 (0 TITLE FLOOR STRUCTURE JOIST REPAIRS: - SPLIT or CHECKING: 1/2" CD PLYWOOD OR 1/16" 058 GLUED AND STAPLED ONE SIDE TO COVER SPLIT, HOLE, or NOTCH. EXCESSIVE: DOABLE WITH 2X8 TO 16" EACH SIDE or TO RIM JOIST. DECKING REPAIRi FIT 5/6" OR 3/4" DECK PANEL TO OPENING AND: HOLES WITH (max) DIMENSION OF 8" - USE IX or 5/8" OR 3/4" DECKING BACKER GLUED AND STAPLED. HOLES OVER 8" DIMENSION - USE 2X FLAT UNDER DECK, STAPLE TO FRAME WITH (3)15GA STAPLES OR EQAUL EACH END, AND FULL SURFACE GLUE. 16" (max) UN PPORTED D =M D LEDGE ONE c BOTH SIDES 45 NEEDED LEDGER AT SEAM FOR 12"(min) LEDGER MAY BEARING: 11/4 X 11/2, or 2X3, BE NOTCHED or 1X2 GLUED 4 STAPLED. DETAIL IIAII JOISTS 2311o.cfmax) NOTE: FOR STAIR-WAY OPENINGS OVER 10'-0" AND UP TO 12'-8", USE TRIPLE HEADER AND RIFLE JOISTS TO SUPPORT HEADER DOUBLE HANGER MAY BE USED WITH 3rd HEADER MEMBER STAPLED WITH (13)156A X 2 12 SPAPLES. DBL 2X10 EF or SPF 7 WITH SIMPSON LU-26-2 J5T HANGER for EQUAL) EACH END. ~IIL~~\~~~yIII~~SRYJ F TOP PLATE 2X6 MAT x 0E SPLICED IW (2X !BLOCK SHEATHING a PA1F7. SIDING ® Iy'O4 ASAME RE EXCEPT OM 2Y.6s ARE ED DBL 2X6 FLA7, STAPLED W/ ® GLUED ( STAPLED EGA X 2 ITT'-6'oc D% RCW 6'ac DOUBLE Ball "FLAT" HEADER TOP PLATE Iii Iii 3-2X6 WITH NON-STRSCT SPACERS HEADER SEE "3-MEMBER" HEADER SIDE JAMB s TABLE ON PAGE 90 2-LATERS I2' PLYIVD, 1%' OSB a I LATER 3/4' PLYWD JACK 5 TYPICAL DOUBLE C,Row 1, r ONE FACE TO (2X W" ~ V4 SPAR GRAIN HORIZONTAL JOINTS _ WMDLUI O 3Y2xS-2 ROWS EGA X 2 V2' STAPLES S'= FILLER TO SIZE OPENYs (OFT) O TOP 2X6 OF SPECIE5K=RADE SPEC69ED EGA X 2 3/4' STAPLE TO EACH 2X6-6'on 3-2X6 PLI75 NON-5TRJCT FILLER a BLOCKS a VOID . BOTTOM 2X6 - FASTEN SAME AS TOP "BOX" HEADER FASTEN WITH (3) - I6 GA X 11/2" STAPLES OR EQUAL TO EACH WALI O W TOP PLATE - MAT BE OMITTED • ' W TYPICAL 4$ADER DETAIL X T Va 3 EACH 13/4 MCROLAM a Ea 26¢0 Fb LAM-STOCK, STAPLED 12'oc 1 0 07 FASTEN PER SCHEDULE ~ ~ NOTES: 0N PAGE 355 1.2X4 03 DOUBLE TOP PLATE. 2x WITH IQ' NCH-STIRMURAI FILLER 2.2x4'3 BOTTOM PLATES. allE BE111EEN LATERS 3.1x4'3 OR STUD SPF STUDS 4. SPACING OF STUDS 24' O.C. OR 16" O.C. W PSF OR HIGHER 5MULTIPLE STUDS AT OPENINGS PER CHART GN SPANS AND SCHEDULES. 6. SEE FASTENMG SCHEDULE G55D FOR CCt•PIECTIONS. 1. JACK STUDS COUNT AS JAMB STUDS. 8. SEE JAMB STUD TABLE ON SPANS AND SCHEDULES FOR NUMBER OF JAMB STUDS. (9 EA 15 GA X 2 1/2" STAPLES OR EQ IAI EADERB 3 FOR RIDGE BEAM FASTENMG SEE FASTENER LEGEND ON SPANS SCHEDULES. TYPICAL a SILLS, H /AND PLATES of UNION VARIES Nk4 au TYPICAL MARRIAGE WALL CONSTRUCTION STUDS ARE FULL HEIGHT 24' or 16"00. NO HEADERS REO'D (SEE ROOF STRICT) f4)15GA X 2 1/2" STAPLES OR EQUAL TO EACH STUD TOP 4 BOTTOM. TYPICAL EXTERIOR DOOR 2 X 4 (MIN) TOP PLATE 9 5K TYPICAL SMILE WINDOW FASTEN THPoJ STUD TO EACH HEADER 156A X 2 1/2" STAPLES OR EQUAL, 2 X 6's = 10 EACH END /2X8's=14 EACH END 2 X 10's = 14 EACH END PER JAMB STUDS SEE TABLE ON 2x6 5FF STUDS SPACED 16' O.C. FASTEN SILL WITH (9) EACH 15GA X 2 1/2" STAPLES OR EQUAL. RATE 99F EXTERIOR WAIL JONT (51DEWALL TO EMDWALL) FASTEN INTERIOR WALL TO EXTERIOR WALLS AT STUD OR ADDED FULL HEIGHT TAT FLAT EQUAL TO STUD WITH "8x3" SCREWS OR EQUAL AT 16" O.G. TYPICAL EXTERIOR IUALL CONSTRUCTION D(IBO V M TO FW NOTES: Toss AT oR sErm oFm L 2x4'3 TOP PLATE. FOR ALL CONNECTION FASTENERS SEE PAGE G55 NOTES: 1. INCLUDES 250 PSF (85 2. MINIMUM lU JACK STUD UNDER EACH HEADER 3. JACK STUDS COUNT AS It"MMOAD. 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.C. TRUSS SPACING EQUALS 650 TO 90' G 8.12" O.C. TRUSS SPACING EQUALS 120" ISL. 9. FOR EXTERIOR WALL HEADERS 4 JAM STUDS SEE SPAN 4 HEADER SCHEDULE. _ qag~ = a '-g2fl _o ~mooo~a ~x O ~~~J QJ r J WSJ.. ahx~ NDWALL STUDS FULL HIEGHT FOR EITHER FLAT OR VAULTED CEILINGS 2X BLOCKING AT SHEATHMG/SIDING EDGE JOINT. W Ell E393 HONES DRAM BY: MODEL 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE A,PP DATE: mVED BY: TYPICAL SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. COLORADO BUILT sc u E: TInE CHANGES MUST BE MADE ACCORDINGLY. DIVISION 22 WALL STRUCt I URt L - 2 X~O 2 X 6 STUDS a 16"oz. TRIM ODD-SPACED TRUSS WEB 3/4" IF IT LOCATES ON SPLICE. , 2X4 or 2X6 FULL HEIGHT BEAR'G OVER UNION 2X SPLICE OF BEAM TO RAIL 2X RAIL SPLICE DOUBLERS AS REQUIRED FOR SPAN 3/4" APA STRUCTURAL I PLYWOOD 22" WIDE or (14 1/4" WIDE FOR I6"oc) X FULL HEIGHT (GRAIN SAME AS BEAM) SPLICE AT ALL PLYWOOD JOINTS - STAPLES AT 3"oc BOTH WAYS, AND FULLY GLUED. % UNION WALL PLYW'D JOINTS 32" _ OPENING (min) SEPARATION N BEAR'G: 3 12" 2R 12' SPANS, 5 1/2" 2R LARGER SPANS. PLYWOOD RIDGE BEAM USE STAPLE LENGTH TO PROVIDE (19 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 IR" STAPLES, W PSF ROOF USE (20) STAPLES EAC4,120 P5F ROOF p USE l79 STAPLES EACH. BEAR'G BLOCK 2 - LAYERS 3/4" PLYWOOD BEAM FULLY GLUED AND STAPLED b" EACH WAY. W TO 20 KWM 049"% ALL rag SW i1PICN. 22' x 30' MN 5 ORMTDA LM FCR ACCESS DOBIE EACH SM FOR RIDGE BEAM SPANS SEE TABLE ON PAGE "10 / --FRAME SKYLIGHT WITH 2X6 TOP 4 BOTTOM BETWEEN TRUSSES, (4)15GA X 2 1/A" STAPLES EACH END 4 TO CUT TRUSS. BEAM OVER UNION 2X4 BRACE ON CUT TRUSS - (4) I%A X 2 1/2" OPENINGS MAY BE PLYWOOD STAPLES BRACE TO 2X6's, 4 CHORD'S TO BRACE. 2X6 STRONG BACK TYPICAL ROOF LAYOUT AffNIMED TREES 06'M 24116 WIDFX FR TOREOUAL SHMYLES TO BE 23Y G.455 'C' MTN SEAL DO TABS OR E= ICE DAM PROTECTION T-0' W81DE U14p9 SIDE OF WALL JO %5 ROOF LOAD, V-6' INSIDE C- Wd181 SIDE OF WALL OVER %5 ROOF LOAD. ADD TRUSS TO REPLACE CUT or OMITTED ONE(s), ADD 2X6 HF2 STRONG-BACK IN ATTIC SPACE. (6)15GA X 2 1/2" STAPLES ( OR EQUAL) TO EACH CHORD, EXTEND TO _ 2nd TRUSS. lAb" 055 ROOF SHEATHING FASTENED WITH IC GA STAPLES (OPT)-14 X 14 ROOF VENT DUCT SPACE AT 12"oc. FIELD, 6"oc. END OF PANELS. HOMES OVER 15 LINED WITH PLYWOOD4 METAL. LONG STAPLE END OF SHEATH'G PANELS AT 4"oc. AND INSULATED WITH R-19 FIBERGLASS BATT. 30 GA GALV. STEEL or OTHER ELECTRICAL OUTLETS t FIXTURES LISTED DUCT MAY BE INSTALLED. F 1 11I6" 058 or 1/2" PLYWOOD (min) 8" WIDE SUPPORTS 3- 2 1/2" 15 GA STAPLES l E JAL) OUTLET. USE 2X6 FOR SUPPORT OF CEILING FAN, THRU 2X3 or 2X4 CEILING W/ (3)15GA X 2 1/2" STAPLES ( OR EQUAL) EACH EN 4 RIDGE RAILTO TRUSS L15TED BOXES MAY BE ATTACHED TO TRU55 / PER MPG SPEC. RIDGE BEAM: SKYLIG HT EXTEND TOP RAIL RAKE FRAMING SAME AS 2X3 "LADDER" BLOCKS BETWEEN (4)15GA X 2 1/2" STAPLES ( OR EQUAL) TOENAIL TO RI 2X6 SPM RIDGE WITH 1X2 LEDGE ENDS OF MAIN ROOF. p IX3`s FOR UP TO 12" OVERHANG. 2X4 BLOCKS BETWEEN IX4's, FOR UP TO I6" OVERHANG. LOCKS 24"oa 16GAX 13/4" OPT N 2X3 SFF "STUD" RAFTER 16"oc. AND STAPLES ( OR EQUAL) 3"oc. THRU o SUPPORTED 3'-I°oc (max), BY 2X4 N o " LOWER EDGE OF (IX4) TO TRUSS. UT VERTICAL STRUTS (8) 15GA X 2 1/2 o ( ALT. KC-22 or LARGER NAILS 6 ocJ _ w N STAPLES EACH RAFTER TO STRUT. > " 2x4 BLOCKS NAILED BETWEEN _ ING B X 2 I/2 STAPLE DORMER E END ROOF WALL DECK 15GA X o SSES TOP 4 BOTTOM CHORDS TRU H SI A Ai 5' oc. E 20W D 2X4 5" 'STUD" STRUT UNDER 2X6 RIDGE AT ROOF SHEATHING _,,--/42X4 1X4 "PLATE" ON DECK AT 2X4 STRUTS, r ,.TRUSSES RAFTERS, 4 RIDGE. (2)15GA STAPLES 2X EAVE RAIL TO BEAR ON 2X6 FLAT THAT SPANS (2) MAIN EACH JOINT. LINE OF EXTERIOR OF WALL ANY TRUSSES MAY BE OFFSET 2" (max) TRUSSES. SHIM WITH (I X ) TO ROOF DECK, ADD 2X LEDGER TOP I BOTTOM STRUTS TOENAIL (2)15GA STAPLES TOP 4 BOTTOM. TYPICAL ROOF FRAMING CHORDS F NEEDED FOR DECKING / GYP. BIRD. OPT DORMER IS PRE-BUILT TRJSSESBY UNIVER5ALFOREST PRODUCTS 4" AS LONG AS A NOM. 16"or- MAY BE OFFSET UP TO ~ T AND PLACED ON MAIN ROOF. ARE DESIGNED FOR SPECIFIC ROOF LOADS " CEED 20 O.C. AD TRJSSES DO NOT EX JQJT O.C. UP TO 45 PSF ROOF Ll- SPACED AT 24 W PSF t HIGHER LOAD SPACED AT 16" MAXIMUM TRUSSES AT NOM. 24"o- MAY BE OFFSET UP TO 2", WITH LEDGER OF (2X ) STOCK 120 P5F ROOF LOAD SPACED AT 12" MAXIMUM TO FULLY SUPPORT SHEATHING CONFORMS TO 2003 IRO CODES Q-EVALNoTE9 DRAUNBY: MODEL ~ M E~~~ HOMES j " ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE A~vEC BY: TYPICAL Co O. BOX 10 2221 CLAYTON N LANE BERTHOUD 80513 . , , SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES . TITLE L ORADO COL BUILT CHANGES MUST BE MADE ACCORDINGLY. sGaLe Nor ro sOALE OF STRUCTURE RO DIVISION 22 DATE: ~z z~ F 0 40"X40" (min) IN LAN I w 1" STAIRWAY (TYP) DOUBLE JOIST BOTH ENDS OF HEADER DIMENSION 'A' (min) OPEN'G INCLUDING ALLOWANCE FOR NOSE OF TOP STEP THIS 2X10 EXTENDS ACROSS STAIRWAY AND MUST BE CUT OUT IN (31" OPENING) AND SUPPORTED AT CORNER OF OPENING. RISERS IN UPPER SECT DIM. "A" INCHES DIMENSION LANDING T FINISH FL DIM. "B" INCHES 1 41 13/4 110 2 51 15'1/2 160 3 61 23'1/4 150 4 11 31 140 5 81 383/4 130 6 91 46'/2 120 l 101 5411/4 110 8 III 62 100 9 121 693/4 90 10 131 1111/2 80 11 141 851/4 10 12 151 93 60 13 161 10&/4 50 14 USE LONGITUDINAL or LATERAL STAIRWAY FRAMING, HEADROOM IS ADEQUATE OVER BASEMENT LANDING. NOTES: 1. FRAMED OPENING DIMENSIONS BASED ON STAIRS WITH 13/4" 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 R=SPON51BILITY OF SITE CONTRACTOR 4. NOME MAY BE SNIPPED 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. AS APPLICABLE. DETAIL SECTION 2X3 FRAMED RAISED FLOOR E STUB WALL MAT BE USED OVER STAIRWAY. (OPT) FINISN~gV I CODE REQUIRES 6'-8" ABOVE (MEASURE VERTICAL) NOSING OF STEP. STAIRWAY MODIFICATIONS DRAUN BY: GENESIS HOMES TYPICAL 2221 CLAYTON LANE PD. BOX 10, BERTHOUD, CO.80513 APPROVED ByY: . COLORADO BUILT SCALE. TITLE DIVISION 22 DATE: T-II-W STAIR STRUCTURE SHOWN WITH (5) RISERS IN UPPER SECTION. MAIN FLOOR SUPPORT REQ'D. 6'-4"lmin) - 8'-1"(max) LINE OF WALL RIM JOIST AT UNION or EXTERIOR WALL NOMINAL ABOVE. WITH FILLER TO MATCH WALL FRAMING. THIS LANDING IS 48" (OPT) DECKING OVER4ANG ' ' o DOWN 1 2" PROJECTED FLOOR DECK BELOW FINISH FLOOR n E DBL 2X10 s SEE FLOOR PLAN p 8'-0" (min) RAILING or WALL DOUBLE J015T HANGER 1 o DBL 2XIO's BOTH ENDS OF R5 SRJ5E - - H EADER ADS 40' DOUBLE 2X10's B ETWEEN DOUBLE J015T SGL 2X10'3 8'-NI IR" NOMINAL V1 1 I F SEE ORDER or FLOOR'L<W 2X10 JOISTS AT 16"oc., WITH FOR (TYP) DIMENSION TO (10) 15GA X 2 1/2n STAPLES DOUBLE 2XI0 'e USE TRIPLE FACE OF JOISTS. or (8) Ibd NAILS EACH END. 2X10'5 FOR OVER 6'-4" WID 11 JOIST HANGERS ARE (OPT). UP TO 8'-I" WIDE. "U" STAIRWAY LATERAL STAIRWAY LONGITUDINAL STAIRWAY (TYP) (TYP) (TYP) STAIR OPENING, DIM. HAS 2" WALL ABOVE 2" ALLOWANCE FOR STEP NOSING. (OPT) NOSING OF I"~` FINISHED FLOOR SGL or DBL i n• I I _,,e I M1u-L 2X10 FRAME (SEE FLOOR DETAIL) Ar I ~ KJ VLVVLV NVLI~iv ,v, i 6'-8"(min) HEADROOM ? ABOVE N05E OF STEPS. IF UNDER-STAIR SPACE ENCLOSED FOR . 4'(Max) r, STORAGE PROTECT STEPS WITH $/8" RISE I RUN OF ALL STEPS TYPE-X GYPSIAI BRD. TO BE EQUAL WITHIN 1/4" RIDGE BEAM SPAN (MAX OPENING) IN UNICN WALL FOR ROOF SNOW LOAD: 13-4" MODULE WIDTH 15-2" MODULE WIDTH CONFIGURATION SNOW LOAD 45 w 120 45 90 120 2X6 SFF 4 47 40" 32" 44" 3l" 30" 2X8 HF 2 64" 55" 43 60" 52" 41" 2X10 I-F 12 l8" bill 53" 13" 63" 49" 16" OSB 24/16 RATED 83" 11" 56" 11" 66" 52" 16" HIGH 3/4" PLYWOOD 131" II3" 89" 122" 105" 83" I6" 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" I IR" X IIT/5" MICROLAM LSL 166" 134" 112" 158" 125" M 1 1/1" X 16" MICROLAM LSL 224" Il8" 148" 211" 166" rz" X 24" MICROLAM LSL 331" 261" 218" 309 243" 23 LDF OF 1.1 D5 USED FOR SNOW LOADS LESS THAN 65 PSF FOR REFEG°3WE OF ROOF MMMC4URE PAGE " g HEADER MAXIMUM CLEAR SPAIN FOR ROOF LL:(INCHES) CONFIGUATION - SEE DETAILS. 40 PSF 60 FSF 90 PSF A DBL FLAT 2X6 4 TP SPF'3 OR STUD 31" 21" 21 B DBL FLAT 2X6 GLUED SPA, HP'2, DF-L42 48" 41" 32" C 3-2X6 WW "STUD" 53" 45" 36" C 3-2X6 SP3 5P-r 3 OR STUD 56" 48" 38" C 3-2X6 5FF02 14" 63" 50" C 3-2X6 I-m 19" 68" 53" E 3-2X8 SP'1 98' 85" 61" 3-2X8 HF2, 105" 90" 12" 2-2X8 HP2, 16" 65" 51" F 2X6 "BOX" SPF3 OR STUD 81" 14" 59" F 2X6 "BOX" HIM OR SPF 02 122" 105" 83- F 2X6 "BOX" DFL'2, OR SP 02 134" 115" W. G 3-P/4Xll/4 ML-260OFb STOCK-Mk=138k 121 122 108" G AS (G) ABOVE BUT CONTINUOUS (AS IN RECESSED ENTRY) 10 143 113" CHART NOTES: 1. FLOOR WIDTHS UP TO 182". 2. STUD GRADE 5FF OR EQUAL 3.24" O.G. BASED ON 50 GSL. 4.16" OL. BASED ON 10' G5L. MARRIAGE WALL STRAPPMCs CHART W4EECFSiFA°5 OPEN@Yx 2 199' CAPE COD TWO STORY TRM SPACM TR.L% SPACMG for S6. or. 24.OC 16. or_ 51' 38' W. 40- 131. 92 In' IlS, 99' !05' 146' 151' 51' !56' 201' 255' 216' S54- 255' 324' 241' ~ TOTOM TRUSS SPACING AT 24" O.C.-451 ROOF LOAD SPAN H"Ax217 S MU3 Isms 3.06 rosca 3'lRG EDGE RAIL ONLY 41' 5 6 5 (U 2x4 4 SFF 54' 12/4 5A 4A (U 2x6 Z SFF 15' 1/8 3/3 3/3 (U 2x8 Z 9FF IT 4AI 3/4 213 (U 2x10 Z 5" 85' 2A3 214 2/4 (eU 2x10 9 5" 12' 2A3 2/4 214 TRUSS SPACING AT 16" O.C: 90' ROOF LOAD wm ViAx2 Yr awo two 3'Lm 'o5ca 3'2RG EDGE RAIL ONLY 34' 14 6 5 (U 2x4 R SIT 41' IU4 5A 4A (1) 2x6 R SFF 58' 1/8 313 3/2 (U 2x& Z ST 59' 4A1 34 23 (1) NO Z 5" 61' 2,13 2/4 2/4 (1) 2x10 9 5" 60' 2A2 2/4 2/4 TRUSS SPACING AT 12" OC.4120' ROOF LOAD SRRE 3'IQG 'Or Lm ~H OR41WBT: ~"~~N'B"M "OM """ES ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND AR: afn-FaCvec 15Y; TYPICAL j 2221 CLAYTON LANE PD. BOX 10, BERTHOUD, CO. 80513 SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. COLORADO BUILT 9cALE. r4m To TITLE SPAN SCHEDULES DIVISION 22 DATE, EXTERIOR WALL JAMB STUDS spFmIN t (5wQU10cell RANCH CAPE COD TWO STORY (2) 2xb I13" 132' 158' (3) 2x6 268" 214" 240" (4) 2x6 292" (5)216 EXTERIOR WALL HEADERS RANCH CAPE COD TWO STORY SeF TRUSS SPACING TRUSS SPACING TRUSS 5PAGING 24' OL. 16" O.G. 24' OG 16" O.C. 24' OL - 16" or- (3) 2x6 93" 13' 41" 38" 84" 14" (3) 2x8 Ill" 9T" 62' 50" 104" 91" (3) 1x10 143" 123" W. 64" 126' 115" (3) 2x12 166" 143" 91" 101" 142" 128" (3)1 1/2'x91/4" LVL 142" 148" STRAP TO BE 11/1"x' A, JAMB STUD CHAIRI RANCH FASTEN WITH MM (6l-Ik16GA STAPLES EACH END. TOIALSMSE0 Tars SPAC SDECFOFE4G 24'00 W MULTIPLE STRAPS MAY BE DOUBLED ON TOP OF EACH OTHER OR 50' DOUBLED M WIDTH, 501-0% A5 FASTENER PENETRATION 15 MAINTAINED. 2 v 3 1&5' 4 254' FA5TDRL5/8U(W5) AME a*M 5:TIE aWff SIZE OF FASTENER NUMBER/SPACING AND LOCATION u 0 LL NOTES: ID DRYWALL TO STUDS (ALTERJATE) NUMBER AND SIZE OF FASTENER I" OF F-2100 FOAM SEAL. u DEFINITION OF GLUE D VA ADHESIVE ST UCTURAL P -17 . . R r 3 '10 X 3'q" WASHERHEAD SCREWS OR EQUAL Ib" O.C. w w SPECIAL NOTES DRAYN BY: MODEL ~EME393 ES O II t~ 11 2221 CLAYTON LANE P.O. BOX 10, BERiHOUD , CO. 80513 -R D BY: AFT j COLORADO BUILT SCALE: Nor To sca~E nrLE TL I * I DIVISION 22 DAM FAFENING SCHEDULE LATERAL JOIST TO RIM JOIST 31/2" X .I31" 16,d NAILS OR EQUAL 5 WITH 2 X 8 JOIST/ 6 WITH 2 X 10 JOIST DOUBLE RIM JOIST 3'/:" X .131" 10d NAILS OR EQUAL 6" TOP AND BOTTOM STAGGERED/ 2 e EACH END DOUBLE LATERAL JOIST 3'h" X.131' 10d NAILS OR 1/16" X 21/7" 2 15 GA STAPLE 2 ROWS STAGGERED/ 8" O.G. W/GLUE. JOIST HANGERS TO JOIST MANUFACTUR'S INSTRUCTIONS DECKMG TO JOIST '/i"X.099 RING SHANK NAILS 2 6° O.C. PERIMETER/ 10"O.C. FIELD W/CzLUE. BRIDGING BLOCKS TO JOIST 1/I6" X 2'/z" 15 GA STAPLE OR EQUAL 10 EACH END OF BLOCK LEDGER STRIP TO JOIST 3'/=" X .13I° 10d NAILS OR EQUAL O.G. l4" CC. ON 1UJ0-STORY) STUDS TO PLATES TAb" X 21i2 " 15 GA STAPLE OR EQUAL 4 EACH END OF 2 X 6 STUD DOUBLE STUDS 1/16" X 21i7" 15 GA STAPLE OR EQUAL I ROW Ib' O.C. HEADERS TO STUDS 1/I6" X 2'i2° 15 GA STAPLE OR EQUAL d PER HEADER MEMBER a EACH END OF HEADER WALL BOARD TO 5TllD5 I '6 X 11/4u DRYWALL SCREWS OR EQUAL 2 12" O.G. W/GLUE BACKERS TO PLATES l/Ib" X 21i2" 15 GA STAPLE OR EQUAL EACH END AS NEEDED INTERSECTING WALLS M0 X 31/7" WASHERHEAD SCREWS OR EQUAL 161, O.G. WALL TO FLOOR 010 X 31/2" WASHERHEAD SCREWS OR EQUAL 161, O.G. STUDS TO PLATES T/I6" X 21/=" 15 GA STAPLE OR EQUAL 4 EACH END OF STUD DOUBLE STUDS 1/I6" X 21/z" 15 GA STAPLE OR EQUAL I ROW 16° O.G. CRIPPLES TO PLATESMEADERS 1/16" X 21i2 " 15 GA STAPLE OR EQUAL 3 s EACH INTERSECTION IMAM BE TOENAILED) HEADER LAYERS TO EACH OTHER l/16° X 21i2 " 15 GA STAPLE OR EQUAL 2 12" O.C. W/GLUE HEADER TO JAMB STUDS l/16° X 21/=" 15 GA STAPLE OR EQUAL 4 PER MEMBER • EACH END WALL TO FLOOR 31/2' X.131" Ibd NAILS OR EQUAL AND/OR 8" O.G. DOUBLE TOP PLATES l/16" X 21i2 ° 15 GA STAPLE OR EQUAL I ROW 16° O.G. WALL BOARD t0 STUDS I 'b X 1'i4° DRYWALL SCREWS OR EQUAL 2 12" O.C. W/GLUE BACKERS TO PLATES l/Ib" X 24=" 15 GA STAPLE OR EQUAL EACH END OF BACKER AS NEEDED INTERSEGTNG WALLS 70 X 31/1" WASHERHEAD SCREWS OR EQUAL MIN. WIDE X 3Q" MIN. THICK FOAM BEAD 161, O.G. SIZE OF FASTENER NUMBER/SPACING AND LOCATION COMPRESSION TO RIDGE BEAM 1/16" X 21i2" 15 GA STAPLE OR EQUAL I EVERY 24" i0 36" ATTIC ACCESS TO TRUSS l/16° X 21i2 " 15 GA. STAPLE OR EQUAL EACH END OF BLOCK TRUSS TO SIDEWALL (RANCH) 10 X 31i2 " WASHERHEAD SCREWS OR EQUAL 2 TOENAILED a EACH TRUSS TRUSS TO SIDEWALL (GAPE) h0 X 3'/=" WASHERHEAD SCREWS OR EQUAL 3 TOENAILED e EACH TRUSS 058 INS. RETAINER TO COMPRESSION LIGHTWEIGHT STAPLE AS NEEDED TO HOLD IN PLACE u 0 w x W / ~ ( ~ ~ ( 7 SPECIAL NOTES DRAM BY. MODEL ` ~ M } \ ~y ~ \ M C CMC~~S R DM C S I A 2221 CLAYTON LANE P.O. BOX 10 BERTHOUD CO. W513 APPROVED BT: , COLORADO BUILT , °VG4 _LE: NOT TO SCALE rITt.E I l a DIVISION 22 DATE: Cx SCNDULE FA87ENIN RIDGE BEAM TO TRUSS 3" X.131" Ibd NAILS OR EQUAL SEE TYPICAL' DRAWING: UBC ROOF DETAIL FASCIA TO TRUSS 1/I6" X 21i7" 15 GA. STAPLE OR EQUAL 3 EACH TRUSS COMPRESSION STRIP TO TRUSS T/I6" X 2'h" 15 GA. STAPLE OR EQUAL I EVERT 4" O.C. GYPSUM TO iRIJSS 3/41- X I" FOAMSEAL BEAD CONTINUOUS I SIDE TRUSS TO END WALL '10 x 3'i:" WASHERHEAD SGRELLS OR EQUAL 16" O.C. MARRIAGE WALL TO RIDGEBEAM/RAIL 90 X 31i=" WASHERHEAD SCREWS OR EQUAL 8" O.C. (MAY BE TOENAILED) RIDGEBEAM/RAIL TO MARRIAGE WALL 90 X 41/211 WASHERHEAD SCREWS OR EQUAL 8" O.G. (MAY BE TOENAILED) RAKE TO TfdJ55 (RANCH) 1/I6" X 1'h" 15 GA. STAPLE OR EQUAL 6" O.G. RAKE TO TRUSS (CAPE) 1/16" X P2' 15 GA. STAPLE OR EQUAL 2 ROLLS 6" O.G. EDGE RAIL TO iRU55 l/Ib" x 2'%" 15 GA STAPLE OR EQUAL 4 s EACH iR1JSS OSB DECKING TO TRUSS 1116- X Ivry" 15 GA. STAPLE OR EQUAL 6° O.G. PERIMETER 12" O.G. FEILD OSB SHEATHING TO STUDS 1/I6" X P/4" I6 GA STAPLE OR EQUAL 6" O.C. PERIMETER 12" O.C. FEILD AND 4" Or- WITHIN 36" OF COF3JER5 SIDING TO WALLS l/Ib" x Fri" I6 GA. STAPLE OR EQUAL I6" O.C. ( OR AS PER MFG. SPECS) DRIP EDGE TO ROOF I" X In I6° GA. STAPLE OR EQUAL 12" O.G. UNDERLATMENT TO ROOF 1/I6" X 16 GA. STAPLE OR EQUAL TO HOLD IN PLACE SHINGLE TO ROOF I'ii" ROOFING NAILS PER MANUFACTURERS SPECS ROOF TRUSS AT EAVE: I6D NAIL EACH TRUSS TO PLATE AND 11/2" X 10 X 30 GA STRAP WITH 6 - 15 GA X 1 1/1" STAPLES OR EQUAL TO TRJSS AND TO WALL STUD, OR 2 EACH '8 X 35 SCREWS EITHER PLATE TO TRUSS OR TRUSS TO PLATE, MAY BE ANGLED 30 DEGREES TO VERTICAL. I ROOF A "SIMPSON" H5 OR EQUAL TRUSS CLIP MAY BE USED, ASSEMBLY SECURING WITH SPECIFIED NAILS OR 3 - 08 X 3" SCR_ILS TO TRUSS AND TO TOP PLATE Y ROOF STRUCTURE 1A6" 055 SHEATHING OR PANEL SIDING FASTENED 8" O.C. TO ALL FRAMING, LAP 2" ONTO FLOOR FRAMING. BLOCK EDGES. EXTERIOR WALLS AT CORNERS - AT OPENINGS 30 GA 1 1/2" X 10" STRAP I6D OR 15 GA X 211/2" STAPLES, OR EACH STUD TO FLOOR AND ROOF 08 X 3" SCREWS a 12" O.C. FRAMING WITH 6-I6 GA X 11/2" STAPLES OR EQUAL EACH END INTERIOR WALL TO FLOOR AND TO / I / ADJACENT WALL - 16D OR 15 GA X 2 1/2" UNION WALL STAPLE 12" O.C., OR '8 X 3 SCREWS AT 16" O.C. FLOOR STRUCTURE I6D NAIL 16" O.C. OR 15 GA X 21/2" STAPLE OR 95 X 3" SCREW 8" O.C. PLATE TO RIM JOIST. 16D NAILS OR 15 GA X 2 1/2" STAPLE OR 18 X 3" SCREWS 16" O.C. PLUS 30 GA 11/2" X 10 STRAP WITH 6 - I6 X 01/2" GA STAPLES OR EQUAL EACH END. LATERAL 5ECTICN END WALL 16D NAILS OR 15 GA X 2 1/2" STAPLES OR 16 X 211/2" SCREWS CEILING RAIL TOENAILED TO TOP PLATE 16" O.G. SHEATHING EXTENDS ONTO ROOF FRAMING EDGES AND END JOINTS ON STUD OR BLOCKMG 146" 055 OR EQUAL I6D AT 16" O.C. OR 15 GA X 2 1/2" STAPLE OR '8 X 3" SCREWS EXTENDS 2" MIN ONTO FLOOR FRAMING Lw1E VEE VV 11 IlOllVil E~ MODIPIGATIONS DRMN BT: MODEL 9NEEi NO, 2221 CLAYTON LANE P.O. BOX 10, BERTHOIJD, CO. 80513 D BT. I ~F I GAL COLORADO BUILT SCALE: NOT TO SCALE Lm-x 12 DIVISION 22 DATE: MODULE A55EM5L~r 901-IRC-20609 24" STRETCH I I I MASTER BEDROOIUI +PADDLE , I 46 xl .1 J-1 W STRETCH I DINING -Y 1-% 7A PLAT IF J PJ ---------154 L VING ROOM ,b PADRE JB~RM#27 BDM #3 1 -lyt STD. al sm.01 I 12" STRETCH 12" STRETCH 24' GARAGE FEADY ( DRYWALL ONLY) 3 3 I S b I B 3! II Q 13 I i I n i 5 10 1II )2 13 14 13 1I 13 1I 1I b 31 3$ 33 X 33 M 31 30'-4" r ^UMM f HOME I l ` \ l (l\N 1 1 ` ' R E V 1 5 10 N 9 pR gT, p.IG, YOOEL JEEP: I G l 1 . v J Qffd~D BT: JOE FIEADLEY 3-5ED,R=15 2-5ATHS . YI31 dnGN LN@ a. GOx m, GERfHnID C0 . DODU 4 r 22& V8 = I'-0" OR V4 - I'-0" T L COLORADO BLLILT DAIS: 01-04-2005 ELECTRICAL PLAN EVELOPERSERIES DIVISION 22 05/10/2005 03:01:30 PM SEC. •e• HOT 4 COLD INLETS TO BE CONNECTED TO WATER HEATER AND W4TER SERVICE AT JOB SOE Sr OTHER; 3i z W (MIN) PETAL NIPPLES W/ WKNS TO WM HTR NOTE: 3/ DRAIN PIPE FROM T. I P. RELIEF VALVE SHALL TERIINATE WITHIN 6- ABOVE FLOOR AND TURNED COLLN INTO THE APPROVED PONT OF DISCHARGE OR TERIIHATE PER UPC SEC. 1001. NU I tb 4 LtUtNU W4TER SUPPLY PF24G :Clmotdt 4® POLYEVIMENE W/ M RT mwxs PER FTTTNSS ASTM D•33M MATERIAL SHALL BE AS PER'1TTTED BY STATE AND/OR LOCAL CODES. PIPE SaM BASED ON PRESWRE R rE OF 46 TO 60 PSI. MAX ALLoiABLE LENGTH CF 00 FT. INLET TO BE CONNECTED TO RLLW4T VALVE CN DISLHAIM SIDE OF WATER METER AT JOB SITE BY OTHERS. COLD 44TER PIPM HOT UTATER PIPM FIXTURE 5IPPLY VALVE RLUUT VALVE F~1 NCN-FREEZE HOSE BIBS ~-I Y 0 PIPE 34' • PIPE COPFOR'15 To 2000 PC CODE ROM SUKM9T CREST HOMES R E V 1 5 1 D N 5 DRAYNBY: ENG ~ 901 IRC 30603 m1 aAxoH I.AtE Pc, erne m, eBmuam, w. emsB OEO~D BY: JOE FEADLEY 3-BEDRo" 2-BATHS COLORADO BI11LT SDALE: U8 • i'-0" OR V4 : F-0" Tom' 1U ATER I M PLAN W DIVISICIN 22 I DATE 01-04-2005 I WNI CIC LII`tL (DEVELOPER SERIES 05/10/2005 03:01:50 PM FLOOR PLAN NOTES: CIRCUIT INFORMATION 1. DESIGN COMPLIES WITH 2003 IRC AND 2002 NEC. 2. DESIGN LOADS: ROOF LIVE LOAD = 45 PSF, DEAD LOAD = 15 PSF (OPT. ROOF L.L. = 90 OR 125 PSF.) CIRCUIT NO. TYPE AMPS COPPER WIRE SIZE FLOOR LIVE LOAD = 40 P5F WIND PRESSURE = 25 PSF (BASIC WIND ® 15 FT. HEIGHT: 110 MPH. 6 EXPOSURE C, OR 110 MPH ® EXPOSURE B) 1 GENERAL 15 14/1 W/GROUND 3. OCCUPANCY = R3 OR I 12 FAMILY DWELLING: CONSTRUCTION = TYPE 5-N, SEISMIC ZONE A,5 OR C UNLESS SPECIFICALLY NOTED 4. PLAN MAY BE BUILT REVERSED 4 MIRRORED. 2 SM APPL 20 12/1 W/GROUND 5. WINDOWS AND/OR DOORS MAY BE RELOCATED WITHIN A ROOM. 6 2 x 6 EXTERIOR WALL FRAMING IS STANDARD (NOM 6" THIM 3 GENERAL 5 as W/GROUND . . . SIDING AND/OR SHEATHING NOT INCLUDED IN EXTERIOR WALL THICKNESS. MIN. WALL HEIGHT IS 1'-6". 1 MA IA " 1 " 4 SM. AFM_ 20 12/2 W/GROUND . GE WALLS ARE 4 RR THICK, ALL OTHER INTERIOR WALLS ARE 4 12 THICK - UNLESS NOTED OTHERWISE. ( NOMINAL) 8. RANGE HOOD 15 100 CFM AND IS EXHAUSTED TO EXTERIOR OR THE RECIRCULATING TYPE. 5 WASHER 20 12/1 W/GROUND 9. BATHROOM VENT FANS ARE DUCTED TO EXTERIOR 10. GAS RANGE IS STANDARD (ELECTRICAL RANGE IS OPTIONAL). 6 GENERAL i5 4/1 WiGROUND 11. FURNACE BY OTHERS 12. 50 GAL. ELECTRIC WATER HEATER IS STANDARD I GENERAL I5 4/2 WiGROUND 8 OPT. D.W. 15 14/1 W/GROUND ELECTRICAL LEGEND 9 OPT.GD. 15 14/2W/GROUND GENERAL RECEPTICLE 110 VOLT - 15 AMP ® TWEd905TAT GF.I. DENOTES GF.C.I. PROTECTED WF' DENOTES WEATHERPROOF II GENERAL 15 14RW/6RCIAND GROUND FAULT NTRPi. SMOKE DETECTOR CEILING LIGHT T--Y FLUORESCENT LIGHT 12 BATHROOM 20 12/1 W/GROUND w REGEP. 110 VOLT-15 AMP R DENOTES RECESSED U1 SMALL APPLIANCE SINGLE POLE SWITCH 13 GENERAL 6 14/2 W/GROUND V REGEP. 110 VOLT-20 AMP MAIN PANEL WALL LIGHT 3 DENOTES 3 WAY 14 SM. APPL. 20 12/2 W/GROUND 220 VOLT RECEPT. CEILING VENT FAN -0- 1 WITH LIGHT ® SPEC. PURPOSE CONNECTION TOTALL7 ENCLOSED FIXTURE 15 SMOKE ALAW 15 14/2 W/GROIIND SMALL APPL. RECENT. Y 120 VOLT - 20 AMP. 16 GENERAL 15 14/20GROUND GF.I. PROTECTED I SMOKE DETECTORS ARE INTERCONNECTED. FOR MODEL W/ BASEMENT, A -14/3 WIRE IS RN FROM UPSTAIRS SMOKE DETECTOR TO UNDER-FLOOR JUNCTION BOX OR AMP CONNECTED ION SITE CONNECTION TO BASEMENT SMOKE DETECTOR) 11 SM. APPL. 20 12/2 W/GROUND . SMOKE DETECTOR MUST HAVE BATTERY BACK-UP 2. ELECTRICAL: 200 AMP MAIN t SERVICE IS STD 18 GENERAL 15 14/1 W/GROUND . 3 OPT 220V WA AND ELE T W. HEATER 20 12/3 W/GROUND . . C RICAL FURNANCE TO BE WIRED PER MFG. SPECS 4. MIN WIRE SIZE TO BE ' 12 AUG. WHEN REQ'D BY STATE / LOCAL CODE. 220 DRYER 30 10/3 W/GROUND 5. ARC FAULT PROTECTION IS REQUIRED FOR CIRCUITS SUPPLYING RECEPTACLES 4 SMOKE DETECTORS IN BEDROOMS VOLT APPL. OPT. RANGE 40 8/3 W/GROUND MORE PLAN DETAIL NOTES: I. ALL HALL WIDTHS TO BE A MINIMUM OF 36" FINISHED. 2. STATE LABEL LOCATION MAY VARY FROM MARKED AS REQUIRED BY SPECIFIC STATE. 3. ATTIC ACCESS IS SHOWN ON EACH FLOOR PLAN AS: ❑ THE MINIMUM SIZE OPENING SHALL BE 22" X 30". AS REQUIRED BY NEC 210-10 A LIGHT 4 SWITCH WILL BE INSTALLED. 4. FIRESTOP ALL MECHANICAL 4 PLUMBING CHASES e FLOOR AND CEILING. 5. ALL LIGHT 4 VENT REQUIREMENTS ARE TO BE PER CODE MINIMUMS. * DESIGNATES FIELD UURK s 6. ALL PLANS SHOWING OPTIONAL GARAGE ATTACHMENTS WILL HAVE 5/9" TYPE X GYP ON THE GARAGE SIDE OF THE HOUSE, CONTINUOUS FROM THE BOTTOM OF THE RIM TO THE RIDGE (OR EQUIVALENT). THIS MATERIAL AND INSTALLATION TO BE PROVIDED BY OTHERS 4 COMPLETED ON-SITE. 1. ALL ELECTRICAL PANEL BOXES MAY BE MOVED 4 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. S. ALL PENETRATIONS THRIJ THE CEILING 4 FLOOR TO BE FIRESTOPPED. 9. WAR'S SIDE VAPOR BARRIER is WALLS 4 CEILINGS CAN BE KRAFT BACKED INSULATION OR SPRAYED ON PROKO PRODUCTS " INTERIOR VAPOR BARRIER II" (OR EQUAL). ~~n ~G~G n nO~~~ R E V 1 5 1 O N 5 p~N BY, E~ MODEL: SHEET: 2221 CLAYTON LANE PD. BOX 10, BERTHOUD, CO. W513 CHECKED BY: COLORADO BUILT SCALE: 1/8 = I'-O" OR 1/4 = 1'-0" TITLE: MISC. DETAILS DIVISION 22 DATE: att ST m D RAIN LINE LEGEND UBG I-IR' PIPE II Y. CLEANOBT PLW 21 3' LONG SWEEP 1/4 BEND 31 V. L.T.T.Y. 41 3'X 3"X 3- DBL 1/4 BEND 2 2" PIPE 12 3' CLOSET FLANGE 22 I-V!' SAIL TEE 32 2"X I-IR'X 1-IR' LT.T.Y. 42 4'X 3" CLOSET BEND 3 3' PIPE 13 I-Vl" AIR ADMITTANCE VAVLE 23 2'X I-1/2"X 1-V2" SAIL TEE 33 2"X 2"X 1-V1" LT.T.Y. 43 3"X 2- FLUSH ~ =ER BUSHING 4 1-V2' CONTN S WASTE 14 3- SAN TEE 24 2'X 2°X I-IR" SAIL TEE 34 2°X I-V2"X 2' LT.T.Y. 44 3'X I-112' RUSH REDUCER BUSHNG 5 I-I2" P-TRAP 15 1-V2" WTE w/ FRTNG C. O. ADP. 25 3"X 3'X I-V' SAN TEE 35 3'X 3•X I-112' L.T.T.Y. 45 2"X I-112' RUSH REDUCER EUSH 6 2' P-TRAP 16 1-112' 1/4 BEND 26 3"X 3"X 2' SAN. TEE 36 3'X 3'X 2" L.T.T.Y. OG 3'x3'k3'k3" OW DOUBLE T 1 3"X3"X2°JQ' DQIBLET 11 2" 1/4 BEND 21 3'X 3'X 2"X 1-V2' DBL SAN T. 31 1-Vt' 1/5 BEND 41 2"XIhO•X2° OW OOIBLE T S 3' CAP W CHAIN IS 3" 114 BEND 25 3'X 3'X 2"X 2" DBL. 5AN T. 30 2" M BEND 9 I-111" CLEANOUT PLW 19 I-112" LON' SWEEP 1/4 BEND 29 1-V1" LT.T.Y. 39 3' 1/8 BEND FD 2" CLEANgIT PLW ,20 ,2-- LOIY SWEEP 1/4 BEND 30 2" LT.T.Y. 40 3'X 3"X 1-Vl"SN TEE w .S. INLET UBG APPROVED AIR ADMITTANCE VALVES CAN BE OPTIONED NTO THIS PLAN ~~MM CREST HONES R E v i S I O N 5 pppyN BY: EI6 YODEt; C BY: ,DEHEADLEY 9m1 1R -BATWS d9 2EN 1 2SI GATTQV LaTB PQ GOX Ip, BERM1IWD, CO. GPlB 1 luti IF COLORADO B ILT n Al- • r-0" OR v4 • 1'-0• rmE PLUMBINCs PLAN DIVISION 22 DAl- 01-04-I005 DEVELOPER SERIES 05/10/2005 03:01:40 PM ~!=SI'Y4T Yl;:r°~°+~C}t3y t~ IsC"f!:~SuS'C^ O~Z d~f~s)~ >c7T k'.°sJ` -l e)'?. ii>(y}__LL:.ici.i~ ~)U T'~.UTIC)~)-S >U}:. _l i]tie.C} il'•'._ r- f 7`-- J ^ Tt~A 1~7~r.n_T 5 I-LIM ~l3 ,j:l >101,j C)1 (rm-i313 8 3;)S (aP t1i: 30 R.:i():) mS3"1'73R fkitJF F)T 2l() ****"-x (10 MWI 811,43 - c as Q:) 31V6 71.1.(4'- - l2;) SSH`i:J- 4- 3.mmi ::3.1.03wi• oo E3c3"hO£l`£;1: } ~ '7V.I.CT.1 E3£3"+r{1£1IeT - } -7V.I.0.I.arls Oa"'!4416 -i6r.h - 00 "7S6`t, i f Oo aC464 4 i OO"1,96e'45 I 00 5596 i £}9"C116 4r ! £}9"£•:416`-5 I 00"Of)O`9° ! OO"(?()`T.. 1 )1~ l ill l.hi(1taWt' CrSfli)3 „him ?l3<l Oe)"'6 Xl C ' <'~.:lt7S ^~£3()4;'t%crr S)5) a(aO£`.~$:: [;()i's',!=.£: I OO (C:ct+ T.}etrap'e ap'es>:}n(a - O(i;> l +_lt>5 OG''(rr<c"ti4 i +t~{?£ c:4 : ~i(}£?C z£. 1 Oo 68V . T jcc ap c S;a,j af~'c ss~ n(a - 'a({<, t ('A_3t7S 4;c".TSx~iS"Oti)+OO£:'i"0 ()ct( ( 1 00 c'C6f2v Xti-c.ucep 'cssia,l apcs:.}nfl - 7d1si 1 T Ci:_it> r 'S,£TOr;}o-c9"O$)+OOEci "bE>Tr`.~;E: d OoT.(6FV C }'c:}tz.ap'c< 3tS ef3'ctslnt] - :)Ci'.3 1 OOT T l..c?V 1.T (1 X ml l)as ! 4i NOT I.-AT NM10 fit } T 8 .-f1.5 8'321 T G .jl; S MI T h ,:115 ~.rJR.1 S1.:I:DIO i.C)'"i )iC)C}'"i:3 _I c3:V0 yl 131ecl s-x3 13:7[A_e;at3 l~'1: [Q15 IV" T £:£;9 >l: 6 (EO£:) _3i tC}t !ci .t. )4IJ_rdCY J -314T i 2103 5::33,:1 "1:lvs•:i nV 1-LLG£: m Glm ; ()Oaf.1,G, ha+> 11160 1'1 S6ts'rc 66c65l; 1i1m (INV SS-RING.11t3 .3 J7f143S # AV-L dt~l F(i e371 _ l ia:F ('-'W '(L~21 ~ FLaCAiatA i).1l COOT 4~?001 3(IM) NOT ill;pA,T, Dlt+WaC1V)f `13 1::3WVN 13VJ_YIO:) -3'WVs :0.1 1119 ! b U8 00 `Nf).LN.'j0HJ. i~ }11.:JAM.IV"l 06.5F;T. .JJ43&:10'1363(1 ft'lsS{. "?j=i4.i(J i.f3fl:) j: stiy ,_f -133: OAi37 J.t _iS 1`5'3.:1:3(1 `J3.IVf)1 ?i 3 C~l3(I Q Li.l 0 m y m mc- m em t m o o m c E 0 U m OOH E-s ' 2 c u R 70 o m R . . ~ N mm v t 'mc ' S 3 $ $ 5 E 3 m m m « a L 5 n L. 16910 QQ O a Jf S g U m a °I c m U O° ~ N N TEW ( p U 15 O N >.E E h a C c«m R N UC S m 0 3 aw ' m m p ZC N m m 'm $y E 9 m N O m m$ > U ° b c m E _v R _ N mL c 1" ^ m m J N U O' Ip 0 O N O 3 R L C N to L 3'O ° t-' A 78 0 m V C E R U p T n m m a a N m cPm S c ~ € ~ m a$ : m m m E$z m N L m V V j « m L C m y O C N m C~ _ ; q 3 N L m m m Z022 E o a R a E m m £ m 2 E E 3°$ C m ° C O m u U U 61 0- j" O o$ N m N C m L ° Pi c . m 2. m m n o E3: -°NO ym°m m Z 0. 0 v o mmo Uta_ c w a mmm N N m m D n E N m c m C c C 1 d S m a° a n W mm m E c i $ `m I-O U 60 Q > > 1t-_IpO- C U co n m rn o 8~~ a0o t Z I F ~ v es' \ { C UUU O m v Z I o I N Q a d V 1l\ Vi 4 R t\ ''c rEZ ~^J N « N a O o F ~ O ~ O ~p 0 P Z m .E} c E O U 0 L 0 mp~ 4~1 0 m D F J a O U W m O \ m C~ p m m m a m n v m V` R {a. y O a R _ N ~ C 0 1 A v 1 v ~ E M ~1f (M1` LL~ E_J Y'N lJ~ \Y m. ~ A m n W 6~ H F Q m a I x", c m C n v 3, ~ m a h.O o E a o E G. c n G~ m° N ~ ' m F0 a_ N S N J$ w 201 z La O a Z F U) O W O z U m C 0 O c W o W O LL a` LL m LL Q (n 0 Zw N Cl) (W ¢ Za wW J F U LL ~O ~U S m QU lz~o m E 3 y ¢ T N N m E m ~ m E E O« 2 S m E 2: E R O m C « C m m °1 3 o ~ 'm Cd o o ~ v E y c m m $ Z.E J U m R 5 @ m 0.0 N mE m E U m= O d 02 ~0 N~ a o Z m E m;5 ~ O n~pm m ~O (0 m C N ~ tm C 1- O ~ O of Fm=E m mmm p 2 mcS E_ o`oT c$ m cm~° 0n E ° c S c Ncm E w $ m 15 °-Edo' ENa am m p m C % m m ~ 'NJ 0 t'a a~ D N p cp c m ~ N y . L N C C N m T $ a m m E @ C C N mm N U « N C v c a w m E m~mE S, mE~? Sod mQ$a UL QCppg SZS ~Cm 3 m T m c m $CD aS° C7°c ~ MOZom mEt ~ B m N a m $m$° mm m FL yamm m$ m E E m .2 N`o ~oR e k~; L6 C 0 V E g E 6