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HomeMy WebLinkAbout5705 W. 37th AvenueINSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: ADDRESS: JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date InsInt alsor Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground �( Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof �( 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: ADDRESS: JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections I Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning'' Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. rFor Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division �(303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTIC Inspection Type: Job Address: 4j 3�>1 11,4 �Vt, Permit Number: 3'. G J No one available for inspection: Time t' `r '.f,:-AM/PM Re -Inspection required: Yes No) When corrections have been made, call for re -inspection at 303-234-5933 Date: ��/� �� Inspector:��%� l DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201708326 PERMIT NO: 201708326 ISSUED: 10/16/2017 JOB ADDRESS: 5705 W 37th AVE EXPIRES: 10/16/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 30 sq Pitch = 6/12 (3rd party inspector required) *** CONTACTS *** OWNER (720)936-1016 KULLMAN THOMAS J SUB (303)246-9769 Alex Burker 160163 Altitude Contracting *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,787.95 FEES Total Valuation 0.00 Use Tax 268.55 Permit Fee 251.85 ** TOTAL ** 520.40 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201708326 PERMIT NO: 201708326 ISSUED: 10/16/2017 JOB ADDRESS: 5705 W 37th AVE EXPIRES: 10/16/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 30 sq Pitch = 6/12 (3rd party inspector required) I, b my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, app�ica le 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 permit. I further }test t am legally authorized to include all entities named within this document as partes to the work to be performed a 11 w to b performed is disclosed in this document and/or its' accompanying approved plans and specifications. C;zP1Ws� Signature df OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This permit shall exe 3 55 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to thepirdate of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be regmired to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a p� it for, or an approval of, an violation of any provision of any applicable code any ordinance or re s jurisdiction. Appr a) of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 20170�_� Z From: no-reply@ci.wheatridge.co.us Sent: Friday, October 13, 2017 5:11 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed c-. -F- Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 5705 W 37th Ave Dahlena Kullman 720-936-1016 41 Property Owner Email dahlena@msn.com Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed image.ipq Contract CONTRACTOR INFORMATION Contractor Business Altitude Contracting Name i) Contractor's License 160163 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 720-329-4113 3301 Tennyson Street Denver 80212 Contractor Email Address alex.burke@altitudecontracting.com Retype Contractor Email alex.burke@altitudecontracting.com Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 30. 12787.95 No Pitched roof (2:12 pitch or greater) 42 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 6/12 Ell Openings Corning Duration Asphalt Replace roof on house SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 43 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Altitude Contracting Email not displaying correctly? View it in your browser. 44 www_ attitudeCOntraCtlfly. Ct)r1'I ,A!jnSELECTION OF MATERIALS AND 3303 Tennyson Street Denver. CO 80212 • CONTRACT FOR CONSTRUCTION Phone 720-329-4113 Fax 303-600-0782 U III oil Cal 184E I Ni Altitude Contracting agrees to install the following materials selected by the customer Altitude Contracting will pull all necessary permits and furnish all labor and materials in a good and workman like manner according to widely accepted standard practices in the industry Any changes or modifications must be in writing and agreed to by both parties as evidenced by their signatures. Homeowner acknowledges they have received, read, and understand Altitude Contracting's *Build Expectations' Form. It is the homeowners responsibility to inform Altitude Contracting of any HOA requirements or restrictions Altitude Contracting has it's general liability insurance through Colony Insurance Company and they may be contacted through our agent, Dodrill Insurance Inc at 7807 W. Mississippi Avenue - Lakewood, CO 80226 (303)986-1539 Altitude Contracting shall hold In trust any payment received unU1 the delivery of materials to the job -site or has performed a majority of the roofing work on the property This contract may be cancelled or rescinded within 72 hours from the date of signing and Altitude Contracting will issue a full refund of any deposit made It is illegal for any contractor to waive or pay for any part of an insurance deductible compliant with Colorado Law S1338. The property owner may rescind the contract for service, the payment for which will be made from the proceeds of a property insurance claim, within 72 hours after receiving notice from their insurer that the claim is denied in whole or in part By signing this agreement I/We agree to release payments to Attitude Contracting per the pay schedule outlined below I/We agree to not withhold funds from Altitude Contracting due to city inspections being behind schedule Attitude Contracting agrees to bill the insurance company directly for any additional work performed due to hidden site conditions (known as the supplement process) If there is any work performed to the property that is not in the original scope of loss, Altitude Contracting will bill the insurance company for the required work. I/We agree to pay Altitude Contracting any additional funds authorized and released by the insurance company. Altitude Contracting will not hold the customer responsible for paying any additional funds not agreed to in this contract if the insurer denies additional coverage. Attitude Contracting is not responsible for any deteriorated or rotted items on the home that becomes further damaged due to standard lob vibration or replacement of materials or flashings that are required for the build as this is unavoidable It is further understood that gas pipes penetrating the roof may shift during construction and Attitude Contracting recommends the homeowner have these pipes inspected 8 sealed if necessary, but will not pay for such an expense. Older (and even newer) homes can have structural issues, if you are unsure as to whether or not your home is structurally sound we recommend you have a certified engineer assess the property prior to the beginning of the build as we will not be held responsible for any structural issues that arise due to standard material weight and job vibrations on the project. Any specific concerns must be addressed with Attitude Contracting prior to build. BrandC A QJrA C. /Type VUrr'a .&I Color ionipt. Remove Existing Roof and Inspect the decking. • Re -Deck Roof with OSB as per code - YESNO / • Install 2' Dnp Edge Metal - Coloo _ j� IC. • Underlayment: sett/l1 • Install [ e +,tym1*j/ Valley System • Replace any unusable flashings associated with sealing the roof property per city code Install all covers for all pipe jacks and vents Ventilabon l i L P_ Clean up contraction site and haul away all debris Sweep the entire property with magnets. HOMEOWNER�Qh �l K�I(/HGI v� ADDRESS: J7 �% ? 3V-' fi v . CITY/STATE/ZIP klkec-C �_ ` I d, Q C L0 Q j n CONTACT PH/ONE_�' ( ?��.���i' EMAIL: /l. If'NCC . s � 0,1LA_ APPROX START DATE . a' �'Y��_� v` APPROX END DATE • Special Notes /Code Items /Additional Work being performed rl �i?'71rkV/K :0I—or _-'—(� 011 /cC��,�[✓�fn._,/�t �c �_._. First Payment of $ Final Payment of S Insurance Compaanny Claim k RCV Sfir Deductible Sl,2a; 2 __ ACV s—��a.I� —_ Depreciation $ 771" 0. + the Deductible of $ /. �! i:..w will be due upon delivery o1 the materials + any approved supplements / permits will be due upon completion of the work I. ( o "A `_v c4 *-i have read this contract and agree with all of the terms pd-t—onlditipns prow ed within I/We agree to pay Altitude Contracting in full and in a tselliLmanner per the payment schedule outlined above HOMEOWNER: _ a-__ —.---.__ — _._ DATE: 1' f/AUTH. REP: _ - _/��__ _ _ DATE: 101-'e, 6.- iC i CITY OF WHEAT RIDGE Building Inspection Division y (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i'4_T 1, Job Address: 4 Permit Number: C ill) ❑ No one available for inspection: Time `f`�� AM/PM '' Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ��� l '� Inspector: r DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date \ool • ,'\ul ttl a 18626 4/22/2005 Property Owner: PRISCILLA PITT Property Address : 5705 W 37TH AVE - hone : 719-499-8914 c Contractor License No. c `~,be\°~ ~Ls~ Company : o Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING I hereby certify that the setback distances proposed by this permit application aph• ate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridg or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C.) and all other applicable Wheat Ridgp finances, for work under this per It. (OWNER)(CONTRACTOR) SIGNED 'Z Description : ATTACHED 24 X Valuation : $90,000.00 Permit Fee : $1,200.95 Plan Review Fee : $780.62 Use Tax : $1,620.00 Total: $3,601.57 Use : .91 P lll:h M p . OD ~ er - ) 6' n - 26-501 P h1 frst two" fY J' i o gect ily ""llinSs. rom o fo"' o l l the existing edg h eoaerellil' . rt area f ."e-or tw -,.,red wit BUILDING DEPARTMENTU E0 f-I t`entintothesjeorsin+ilarnare"" t avem OiiiYlen ~0 NA 'SPha$Itickpavers Sq. Ft.: Approval : MR SEE CONDITIONS OF APPROVAL. 4/22/05 ~...eevote: loestiogpro4 Tot Zoning: R-1C ,,,,~pcirs°oslbementsaccoTdYagaa C E 000 ( ~Tatructing, Uped developU ate iT&TCr OK. MUST MEET IRC 2003 ANlinA1- -PTAI, "'Bold cot stt°r Approval: CR SUBJECT TO FIELD INSPE 3t CTIOlPF i!O~1ti10 5,EG`. WIND. 4/14/05ubminedeSUlingfTotnin'aet:..... R791_0 en. ertoTs PLEASE NOTE: A DRAINAGE CERTIFICATION LETTER WILL BE Approval : DFB REQUIRED PRIOR TO C/O. OK. 4/11/05. SEE ATTACHED SHEETS. Occupancy: R-3 Electrical License No : Company : Expiration Date Approval : Walls : 2X6 Roof : COMP Stories : 1 Residential Units : 1 Plumbing License No :21488 Mechanical License No: 21488 Company: Independent Plumbing and Company : Independent Plumbing Heating Inc. and Heating Inc. Expiration Date : 9/15/2005 Expiration Date : 9/15/2005 Approval : OK/KS Approval : OK/KS (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State 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 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 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 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 proceediing with successive phases of the job. (6) The issuance of a permit or t IpPerval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provision uildi des or any o ordinance, law, rule or regulation. hlef Ilding Lector Please sign Terms and Conditions on reverse side of page. STOP WORK ORDER YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT ,57~7,!5(5 GJ. J7 7~h 115C1E BY ORDER OF THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT FOR THE FOLLOWING REASON(S): NO &JO2 K TO ,QE /JOA/E 6 7-HI-5 JOS U1V77z 7-71~ 13Y Tye ,~Ui~o~jv~ MODUG/ap SeT G'.?~G✓ f~i7S T/LL //:00.9..ZJ TD ~/~~Ti/~~e FPo.y ~.vT.g2..✓~ STPlii This notice may be removed ONLY by THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT ! Date:[~'17 45- Building a W~ 0 G~ F- N cv z > . L LOO a o J L W 0 d N O W S Q W C F- F. L ry M d U R 0 N d 'D Q .Q O F: IL W = o •o O A v z> W Q . 4.0 a Z a 0 pp J W ` / d N W co M .O i 0 c coo M F- L 0 U ~ o U N N L L a O h °'v 0 ~a\\ c R q CV< hti N O ' U ~ M o N w L Cl) ~ ~~M o co c O 0 CL N C L w Ri V N a m c N m m L N c O N ~ V ~ O M U N a) M s a COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: y~~S ~7~h AUK T .STS. zr1R When corrections have been made, call for re-inspection at 303-234-5933. .11 1 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City of Wheat Ridge DATE: 19 March 2007 TO: Accounting Department FROM: Director of Community Development SUBJECT: ESCROW REFUND/RELEASE Reimbursement requested for escrow funds being held for: James Pryor/5705 W. 37ei Avenue The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: James H. Pryor Address: 7262 S. Sourdough Drive Morrison, CO 80465-2801 Amount to be refunded: $187.50 G& a Alan White Director of Community Development City of Wheat Ridge Planning and Development Department Landscape Escrow Agreement This agreement made this 215 day of kaWWK , 20 df by and between the City of Wheat Ridge and PJ(o kw6eLvrek'1 (contractor/developer/owner). Escrow in the amount of 87•,-0- Oke Hvud✓ed tl gNttl Setter adr{~OLLARS (lb-j.5 o ) is being held until all landscaping improvements are completed at, 3105 w- 37f" Ave , {2tlet,3 4vif J-L.a('rv,stoot In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502 and/or as shown on an approved landscape plan is not installed by Ago,; 24 2.00(0 (date) the City of Wheat Ridge or its designee shall have e right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said landscape improvements. The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Planning and Development Director, stating that the landscape improvements have not been completed or provided and that the compliance date of "?(1_ 10 IF 7,00G0 has expired. Approved and Agreed: Contractor/Develover/Owner O Print Name VV C - ZOa nG. „ryy ~trvy~, Business Address ~ Zl2( b~ Date Title City of Wheat Ridge, Colorado By. Jeff 4;( (rm µer .tl'.tt,6T 2.1,I'dr JAMES H PRYOR 789 7262 S SOURDOUGH DR MORRISON, CO 80465-2801 23-2H020 268 DATE PAY TO THE - I C11 7' e)r s usbenkmm Wbank FOR 1:1020000211: i943110243 789 .i t To: Jim Pryor Page 2 of 2 2005-12-21 17:36:26 (GMT) 1-561-258-0742 From: Terry Hackbart R-Home Your Home,, Your Way 17709 W. 58th Dr. Golden CO 80403 303.279.7429 TO: BSG Development Jim Pryor Ed Kaufman SHIP TO: Riley"s Roost Subd. Wheatridge QUANTITY DESCRIPTION UNITPRICE AMOUNT 1 We propose to provide labor and materials to seed $ 150.00 $ 150.00 the drainage channel on the north side of Riley's Roost $ - subdivision that drains to the retention pond. $ 150'X 8' $ We will remove the existing erosion mat, prepare $ the soil for an appropriate dryland seed mix and seed $ and seed the area of the channel as indicated. $ $ aVOia/r/+~ ~ wu.uu SHIPPING TOTAL DUE $ 150.00 QUOTE QUOTE NO: DATE: 12/21/2005 If you have any questions concerning this estimate, call Terry Hackbart Thank you for your business Date: l S A Certificate of Occupancy I Completion has been requested for: ADDRESS: PURPOSE OF STRUCTURE: J 1, ~1 Building Department Approval: Remarks: Zoning Approval: Remarks: &--eA C . . Public Works Approval: L44 AT/ /7/6C-6 Remarks: 09- r:og G o . Fire Marshall Approval: (if Applicable) Remarks: y Sanitation District Approval- ro 4 ompsc)n (If Applicable) (q-~a) loFl(>7_'~7~Z Remarks: ~ ~'Io 5 w • 3'i`~` P~u~. Water District Approval: (If Applicable) Remarks: r~ M M O O Cl O O O U.) Lf) Q 00 _O M 0 O M N V N ~0c pj co C) :2 O O s W .a d o d ~ CL. N L W w w m C 2 E o g NI O a to U C Q U O ' a H d S ~a o o 0.3 C n Co U c~ N O W o o z z a co z w a a Q a d U) w 8 J z O o ~ w Cf) W a ~ o U c p N ~ F Z = 0 w c o C z LL ry O c g' eo 3 _ zz 0 3 3 i i 0 O p LL v c o v c -^p c m S N 5 5 LM z V r= s' c R -L p 41 1 ' r . \ 4 rn rn a .S2 ~ a R t~i' ~ m w a ~ L L m = cm R 4m a O : Q i. V m 2 O` h W V Z 2 0 o L . .a c Z c LL a E c g . E . C L 1 d y .SJ ?s LL O W ~ Z L LL LL , d l t LL IL e LL. 0 r 0 LL lz ~ W W G LLI Q V = 3 U) W Z N F ° G W Z (L a ~ ~ v v o v z c a Q V O 1;74 r LM O CL WU) ■ now O r~ m W ti L; L ti e~ ~z a V V S ol Qtv V i I~j a L"xi COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 toRN Correction Notice Job Address: _ 70, _374h AV f ~f-5- 71-5 r- 0,< ti® 57;~77;E ~~%/P p.016-.glay/101 When corrections have been made, call for re-inspection at 303-234-5933. Date h~pF WHEgpCOMMUNITY DEVELOPMENT DEPT. m Inspection Services Division (303) 235-2855 ~3LQRN~9 Correction Notice Job Address: J;J S~;7 14/C / 1A1X/L ZU%12/.-Z S 7e?Oel"07 When corrections/ba~ e~bU e~ made, t6~n~pcct~i~t 303-234-5933. Date' O~ 7~- DO NOT REMOVE THIS NOTICE zao'~e C~2yw~ yo/a o l,a~~~~/tip 3 h~pF WHEAT p~0 COMMUNITY DEVELOPMENT DEPT. m Inspection Services Division (303) 235-2855 c0(ORApp Correction Notice Job Address: 5717A~- 13;7 1 '/U~ Fi✓,9L QU/~or,✓G T When corrections have been made, call for re-inspection at 303-234-5933. Date STOP WORK ORDER YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT zE~ 7~ BY ORDER OF THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT FOR THE FOLLOWING REASON(S): IVO &J01Z k° ?-Q g z- 00N-c 6 Tr//s J09 S17Z OAI-lr-& 77/,6 This notice may be removed ONLY by THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT ! Date: Building inspector COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 18626 BUILDING INSPECTION LINE - (303-234-5933) { Date : 4/22/2005 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE ,`'',1 1`pPG>55 WHEAT RIDGE, CO 80033 - (303-235-2855) e` ° oh ti l tlo aez Property Owner: PRISCILLA PITT et`y Doty D• o Property Address : 5705 W 37TH AV hone: 719-499-8914 ER ~ " ~ ° J Contractor License No. Lysl ;`b0~ Q Company : Phone OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ktl~p~/~6I A Valuation: $90,000.00 I hereby certify that the setback distances proposed by this permit application arV te, snd do not violate applicable ordinances, rules or regulations of the City of Wheat Ridg or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (LB.C J and all other applicable Wheat Rinan for work under this per.: it. ige-OR (OWNER)(CONTRACTOR) SIGNE9- `22 Description : SINGLE ATTACHED 24 X 24 RAGE 8 Permit Fee : $1;200.95 Plan Review Fee : $780.62 Use Tax : $1,620.00 Total: $3,601.57 Use: co I 0.. o0 E~ F 26-501(D+1) my)r•- $ection dyvellirigs tha existinS wigs Of __sr two f°milY oa from tNe_-'; with row' BUILDING DEPART~IENTfU EON£av Vi~' pementlnf0fh'avers orsin+if°r"° a r /~L~fi fAA asph"Slprickp Sq. Ft. :ZW ro~alrnents' Approval : MR SEE CONDITIONS OF APPROVAL. 4/22/05 ~bletotloC2,1 dingt Zoning : R-1C accA O 1 ear ~ nSI ped de "o °4n`eYe i {osr it • f eu s cnfa s to OK. MUST MEET IRC 2003 ANUP_I~i~l£RJ[1~aay con Approval : CR SUBJECT TO FIELD INSPECTIOP i0e& Ide WIND. 4/14/05 The itiedWtthln ftominaucuTw° subrrMte c.Sulting >ab or.s PLEASE NOTE: A DRAINAGE CERTIF-VTOTS ICATION LETTER 'WILL BE Approval : DFB REQUIRED PRIOR TO. C/O. OK. 4/11/05. SEE ATTACHED SHEETS. Occupancy : R-3 Walls : 2X6 Roof : COMP Stories ` 1 Residential Units Electrical License No : Plumbing License No :21488 Mechanical License No: 21488 Company : Company: Independent Plumbing and Company.: Independent Plumbing Heating Inc. and Heating Inc. Expiration Date : Expiration Date : 9/15/2005 Expiration Date : 9/15/2005 Approval : Approval : OK/KS Approval OK/KS (1) This permit was issued in accordance with the provisions set. forth in yopur application and is subject to the laws of the State 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 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-specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. - (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 proceediing with successive phases of the job. (6) The issuance of a permit or the-aplazavall of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provision f buildi odes or any o t ordinance, law, rule or regulation. hlef Idingl Spector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: o' w"E~',r BUILDING INSPECTION LINE - 303-234.5933 Date: c CITY OF WHEAT RIDGE ° 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 .(303-235-2855) APPLICATION Property Owner: P e i S a tl r, V ff ( n Property Address: S76 Su-) es ~ 3'7 4v42 I3Jd~9 k6c~rbone:e7lf--6M/ Contractor License No.: SPa o~t9 st . Company: 61-<f/kA&, " *W4. uI` ~cx+ I J Phone: ~'j 70 - /o 6 3 - I 3 OWNEWCONTRACTOR StGNATURE OF UNDERSTANDING AND AGREEMENT r L~ fA7ftt;~Ox I hereby certify that the setback distances proposed by this permit application are Value:$ accurate. and do not violate applicable ordinances, rules or regulations of the City of Permit Fee:$ Wheat Ridge or covenants. easements or restrictions of record: that aN measurements plan Review Fee: shown, and allegations made are accurate: that 1 have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for Ilse Tax'P compliance with the Wheat Ridge Building Code (U.6.C) and all other applicable Wheat Ridge Ordinances, for work under this pennit.n Total:$ rnv vcr,m.. w, cruFn / n. d n, no . `S . / G>1~aAre 3-if 4-0 ql Description: S, u 9 e ~rai ~t A-woQ G x '20" ~an.C C. - Sq. Ft added S 1;21 BU COMMENTS: CJ Approval:? Zoning: C~ L G COMMENTS: cl' Approval: U WORKS COMMENTS: Approval: Walls: Roof: Stories: Electrical License No: Plumbing license No: Company. Company- SIC: I APR 95 Residential Units: Mechanical License No: Company. ~N d / Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This perm! was issued in accordance wilt the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zonag Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the city. (2) This permit shat aspire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authored is suspended or abandoned for a period of Ito days. (3) R tins permll ehtpirm a new permd may be acquired for a fee of one-ha f the amount normally required. provided m dwrges have been or VA be made M five original plem and specifications and any suspension or abandonment has not wMeeded one (1) yew. If dwrtpes have been or if suspension orabandminent exceeds one(1)yew. tut fees SW be paid for a rhew permit (4) No work of any manner sliall be done that will diage the natural flow of water causing a drainage problem. (5) Corhtrao or strati notify the Bulking ' ; , -er tviert oua (24) hours in advance for at % spections and shall receive w+iten approval on ihspecton card before proceeding with suave phases of the job. (6) The issuance of a pemit w the approval of drawkgs and spsd8catons shall not be construed to be a perms for, nor an approval of, any violation of the provisions of the building codes or any Wier ordinance, law, rule or regulation. Chief Building Official STOP WORK ORDER YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT ~~d5 t-ld. J7 fir' ~vE BY ORDER OF THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT FOR THE FOLLOWING REASON(S): NO &JO2 K TO &E /GONE 6 Tr"r/-s Jab siTE &Al-, 'rL 771,E .C'~Urs~o ,t3Y Tye Q~~~~~~~ 1Mo10UG/aR Sc'T G~P~G/ rf~7S T/GG 00 A, rti 70 -A 7Re.1A1K- ~STiP/XTv This notice may be removed ONLY by THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT Date: 17' 45 Building COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of w"E'9T s BUILDING INSPECTION LINE - 303-234-5933 Dat . o CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE ? l ~J' WHEAT RIDGE, CO 80033 .(303-235-2855) 1 °°~°R"o° APPLICATION Property Owner: f' P. r` 5 R ~I N p V ~ (1 A pp Property Address: S7 U S- w es F 3 7 8' W k-9-Cd KJ?hone: 1,lff-6911 z Contractor License No.: ~~JeL9s /'0I g jl - 0 0/S a& 3,-A -4 Company: S dlt`w% A# ^ W X..rn ~f C.rLZ4,1 , Phone: 2 70 - /o 6 0 - I 1&2' OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Value:$ ~~C)OD I hereby certify that the setback distances proposed by this permit application are ~O,RS accurate, and do not violate applicable ordinances, rules or regulations of the City of Permit Fee:$ I Z Wheat Ridge or covenants, easements or restrictions of record; that all measurements plan Review Fee:$ shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for Use Tax:$ /(O~b• 1' compliance with the Wheat Ridge Building Code (U.S.C) and all other applicable S• Wheat Ridge Ordinances, for work under this permit. Totaj:$ ~3bo 1. .q~ JSat_ 1 ~ t IT Description: Si u 1 Q rr'- L l~ 1 W r Q rTC i ecX ~~x 2~ ~c° `F' l~L~Q 6X'20 /ot2C~_ Sq. Ft. added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: Approval: Zoning: G COMMENTS: N•1feS~ 1 f- C' r , `3 ~ 3~ Approval -~pq S Sec4Pp 9Pt;ll. WORKS COMMENTS: Approval: ancy: Q^3 Walls: -1 Roof: &AY Stories: ~ Residential Units: ElecVical License No: Company: a/ Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit 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 acquired for a fee of one-half the amount normally required, provided no changes have been orwiil be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twen"ur (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, role or regulation. Plumbing License No: Company: Expiration Date: ~p', nnechanical Company: Date: Chief Building Official COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: o' WMEgTP BUILDING INSPECTION LINE - 303-2345933 Date: b CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) °°t°~'°° APPLICATION Property Owner: P tP_ i S a t ( V ~r ,,/A Property Address: S76 SJ W Q'.^S tL 3~ 7 ~ y V,2- k"Q~ R~hone: 9- z/yf SOl/7 Contractor License No.: S~ v_Q 0,,p_ T W ~ Phone: 76 - 66 3 - I y~~ Company: 61.< Rki ^ &X'~ L OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT - Value:$ 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 Permit Fee:$ Wheat Ridge or covenants. easements or restrictions of record; that all measurements plan Review Fee:$ shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for Use Tax-$ compliance wth the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Total:$- e. 3-19-0 ~i 19( Description: Si uGq e rrs~L Will, 44&PLQJ 2gXQ(4 GO'`c'-' A rt oQ G X 20 {Yon,C G - Sq. Ft added COMMENTS: Approval: Zoning: USE ONLY BUILDING COMMENTS'. Approval: APR ~~/GE'~tSE .va i~ ~ ~ 7nng PUBLIC WORKS COMMENTS: /'Y /2~ uiT2ED P2iO~T0 C.p, Approval: twie.L gk~ tea, y'~/ds ccupancy: Walls: Roof: Stories: Residential Units: Mechanical License No: 21z16 Electrical License No: Pl4 mbing License No: 9 Company ~bqJJ') (A~ Company: ~y1CLpCf1bU~IL Company d Q ~~u V1A~0 ` J / Expiraon Date: :-Expiration Date: Expiration Date: A r 4~ Approval: Approval: e (t) -`rhisRgimi twas issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado andto the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the city. (2) This permit shall expire it (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 acquired for a fee of one-half the amount nonnaly required, provided no changes have been orwill be made in the original plans and spedfirabons and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonmenlexceeds one (1) year, full fees shall be paid for anew permit. (4) No work of any manner shag be done that wit change the natural flow of water causing a drainage problem. (5) Contractor shag 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 permg or the approval of drawings and specifications shag not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City of "eat Ridge April 19, 2005 Priscilla Pitt 5705 W. 37a` Avenue Wheat Ridge, CO Re: Single Family Residence at 5705 W. 37`" Avenue Dear Ms. Pitt: Your permit application for the above mentioned project has been reviewed and I have the following comments: 1. The garage as shown on the site plan submitted is set back from the front property line IB~ approximately 13 feet. In order to provide adequate spacing for the parking of a vehicle in N , the driveway in front of the garage, a setback of at least 18 feet must be provided for the i 1rti 2. garage. Per Section 26-501 (13)(1) the first 25 feet of the driveway from the existing edge of pavement must be paved. With an 18 foot setback for the garage, this will require the entirety of the driveway to be paved. Per Section 26-502 (D)(1) one street tree per 70 feet of street frontage is required within the minimum required front yard setback. This will require two street trees placed on this lot prior to issuance of a certificate of occupancy. Please also be aware that approval of the Riley's Roost 8 lot subdivision plat at City Council on August 26, 2002 stipulated the condition that parkland dedication fees be collected. The amount for this lot prior to issuance of this permit is $1,167.91. If you have questions please contact me at 303-235-2845. Sincerely, Jeff Planning Technician, Community Development Department City of Wheat Ridge OF WHEgTgo Community Development Department _ v m Memorandum ~~<ORPO~ TO: Building Contractors FROM: Planning Division SUBJECT: Items to be completed/New Single- or Two-Family Structures DATE: 13 April 2005 Listed below are a few items to consider while finalizing construction of a single-or two-family structure. Before a certificate of occupancy can be issued for a new single-family or two-family structure, the following items ; must be complied with. 1. If a driveway is proposed, the first 25 feet of drive surface area must be paved. The driveway may be surfaced with asphalt, concrete, brick pavers or similar materials. The driveway must abut the existing edge of asphalt on the street, which may require paving within the right-of-way. If paving occurs within the right-of-way, a right-of-way permit is required from the Public Works Department. 2. One street tree must be installed for every 70 feet of street frontage. If the structure is a comer lot with frontage on two streets, each frontage is subject to this provision. These street trees must be at least 2 inch caliper specimens. 3. One hundred percent of the front yard must be landscaped, excluding driveways and sidewalks. The front yard is defined as the first 30 feet from the front property line adjacent to the street. 4. At least 25 percent of the entire lot must be landscaped. The front yard landscaping may be counted when calculating this figure. 5. No more than 50 percent of the landscaped area may be comprised of turf. Low water turf (such as buffalo grass, blue grama grass and tall fescue) is encouraged. 6. No more than 35 percent of the landscaped area may be non-living material, such as rock or bark. Living materials planted within rock or bark beds may be excluded from the non- living calculations. 7. If the landscaping cannot be completed due to inclimate weather, an escrow must be submitted. The escrow shall be in the form of 125% of the value of the required landscaped area. 8. It is possible that the Public Works Department may require either construction of curb, gutter and/or sidewalk or that an escrow be submitted for the full amount of these public improvements. It would be beneficial to contact the Public Works Department to discuss the potential for public improvements. 9. Any fence, outbuilding, shed or detached garage will require a separate building permit. DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: 'r/- /ci- off' xnAzt- rL4zf-0 Applicant: &Z 1' "5.4't~^ Phone # ?/mil- Y/y 637," Location of Construction: 5705 4J 3 i` i4 u~. Purpose of Construction: s~iZ Building Permit Value: Single Family_ Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ 100.00 (For document processing) Single Family Residence Review Fee: $50.00 $ 50 •00 (For review of applicable technical documents) Commercial/Multi-Family Review Fee • (For review of existing technical documents) $100.00 $ • (For review of technical documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDOT Access Permit Fee: $150.00 $ (for document application and processing) Traffic Impact Study Review Fee: (For document review and processing) $200.00 TOTAL REVIEW FEES (due at time of building permit issuance): $ 150.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date K:WORMS & LETTERS\DEVELOPMENr FORMSFee Str t.(68-04).da Rev 6/04 ti O~WH~T~~~ DEPARTMENT OF PUBLIC WORKS m SINGLE-FAMILYIDUPLEX BUILDING PERMIT APPLICATION REVIEW cO1ORp9~ Date: Location: s'Zvs W • 3-7'4t Avg C ,¢sc~y Is ?P osr S4) ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a S / iz to be located at the above referenced address. Please note the summary comments below. 1. ✓ Drainage a. Proposed Grading/Drainage Letter & Plan required: _Yes - No b. Lot drainage/grading to be reviewed by Building Division: _ c. Site drainage/grading plan has been reviewed and is: ~/OK _ Not OK; refer to stipulations. 2. f Public Improvements to be completed: a. street paving/patching: Yes ✓ No b. curb & gutter. _ Yes r/ No c. sidewalk: Yes ~iNo if not, the amount of escrow taken: $ A Items escrow is taken for: a11A Has Escrow Agreement been executed: A)IA 3. ✓ State Highway Access Permit needed: 4. ✓ Yes _ No Yes No Does all existing roadway/alley R.O.W. meet the standards of the City: - Yes If not, what is requested: If R.O.W. is required, has the deed been received: _ Yes No 5. t✓ 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. ✓ Stipulations attached: - Yes ✓No 8. ✓ A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (C.O.) No 9. ✓ NOTE: Any damage to the existing Public Improvements as a result of this construction is to be repaired to meet City standards by the Permit Applicant prior to the issuance of the Certificate of Occupancy. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29' AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 City of Whew[ i Depmvnera of LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED y/'~aS ADDRESS 07,05 w• 3Z`,¢y~. Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 r I t~ Yom, S r7 C' es I - 0 /o5 3a, c5S' PaA V a .g6c1, i '~pr > zoos c.a2Q e <<2 wfb-il~ f57 qi~ ( 3v U v~ ,3C, ,~rS" i i Residential Worksheet (SF/Duplex) Submittal requirements: Copy of Deed F] Site Plan (to scale) Elevations Address: 5170$7 (Al 37-1 AVE' Zoning: ~ - IC Use: S~ Property in the flood plain? U0 Lot Size: 76 b5 sq. ft. Lot Width: 131 ft. Maximum Lot Coverage: 40 %o 2052 Proposed Improvements: House: sq. ft. Addition to House: sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Proposed Lot Coverage: (Total) 17 ?073 sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: sq. ft. % sq. ft. sq. ft. Cpl -R~ -rac Required Setbacks: FR S t S 5 S 5' R S Provided Setbacks: FR 0 S /0 S 43 R Z9 Maximum Height: Proposed Height: 357 ft. Maximum Size: 1 f ft. Proposed Size: 5073 sq. ft. z 0s-Z sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. Landscauine Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Z. Street trees provided: "ASh N'T + } T 4,r; 1 V r t TtT ' _ £ L1 c fifDMt fi C iG"$ L i ~ ~ m i #2379. INVOICE * : 1461 3£T ~ I , , 5 } ~r ci'S a f~4+i T iS1t C 'COURT DATE : Q4 /05/05 ~ I E30538 LrJ fMLANiI CA"` T IME.: 11,16 , , LL TI7SAME CUAlTA T` >~E w A Kk5f3FtfAt`I C13NTAcT FHDNE. T <303) 9 t<~ c 3,r C IiY TfiAGT {Ke?3$' PART XC TF AT 10i CODE : TAP S YZE : 3/4 Ch~l= 3Q ,..'io 08 SALES Reis : KM M ReliewaI Fkepl Meter _ Repl Tap _ Split Service Existing Me ter TAP # S1 r.VTi3E ADDRESS ANl: l1N:ET BLOCK LOT UNITS TYF•ii .357c'J1 =sJ{l, i W -47TH AV aTF b 1 RES PART; FEES FOR a $.00 PER 3/4° EQUIV CUs~N DE'scR €'''r ION ACCT 0 TX AMOUNT TOTAL I I clDC CREDIT AZ?.?1.100 -1.0500.00 I -19 noo.00 1 I TAi'F'.tNG FEE A1.500060 90 00 1 y0..00 1 I SDC - OutGsicie Res-idential Ap?3.1.00 1 35`21201 "$8,300+($'o .5i?*Ci9t?d) 'r.F"gF't) J813f3. 40 I 5,j £31343 C}0 SUBTOTAL' 1 4,478 00 _ 4g4-713.00 , T13TAL $ 1 COMMENTS: 10 LiL c_~~_l - . F;£!UT'E # CLASS CD WTR RATE CD ~ WR RATE CD SEr.V ICE ADDRESS CITY .n STATE: Z IP 4 r s y 1 ~ f ~Y~~) 4 t i i?#* OR I£a RViL YELLOW COPY OF INV03 I.c Caee_tun=r :iervir_~~s Yellc7w-cuss•t 001C!idc N101 40505#81.501 $44` un A Si !d - j OD -i - 0 d 0 O? m ' T N O O_ 00 m d3 a 6 d m m a m y 3 ry y d C II D V v $,Q=. g~ Om a0 q om 9 ma J m r. m Z. ZN o ~ $g J r . N J 111uuuuuum W C ZN a Q N ~ 2 ` m O=ff m Y m mad io - 0<~3 5 m oO F N a L d m 3. O -1 CZ a~l a Ma m 3H c N m mm h - wy71o ~Q- c -0 Z C 3 mJ~ _V Zm "jmm m •cc 53 nm .Z r mmm = nM m 1 J>3. E-60. Qm and o m> co °o o r m o ^ o m 3 a°i r ' m ❑ N-4 3 ~ a P H m aN D G. m N T Z m n ~ ej m 3 m~~ J a m m N 0E~ m d n a T m ` t N y N °0 0 G m y n C n 0 y\. Z m m m m - m 3 , m ~ 311 0 M ~Q $y m m _ 3n m . m Og NN,CO O 09 o•2F ~o DO i5 ' F m J mD c8i p'mmx g am m ❑ Nm a N y m O d 3 J O -1 m Z r O m O cn M m on j m= rp m 0 m tp Z M m Q A C) ` 9 3 ~ O. 3 o 0 3 3 °m w S M M. C 3 w W- c. ~ g m m m . 3 o m J 2 O m 5 A" m m° m m g3m o m N ~ N m ~ -i o z 's ~ a>>m m 3 H , nm V 3 z ' m T m m 3 w N m' ❑ m° p d m ~ s Z 0 9 O m ' Q EI W 0 n N CO Q O1 $ a O O>rr, m n Z N \ ' Z m IV F o ~c o r Z~ p m m~ 0 0,0 D maw M0 ~ m m8 mm..w m a~am m'n3 ~m my 3m mm cm m.a N M m yr 3 w 0. 00 o'_ m m joe M a; 0 'ROB g A m U ° J F 3 32 4 3 0 a o o mm m ~ m_m o; a 3~Om o mm D~ ~ •m< ~O'~m m~ O 90 O C F o m F m y 5a <P E F ~ mgo~ m ~ ST m ai m m ~ w J m 3 m~ ~ m r m m a n Q m z ~ cm m N J m m m C IJ Q J ~ y m ~ ° S d~mm U y~V1 d~ ' O on S Cm ~3m O 2! @3 200 j O Oa m Q N N 6j Z. N m N m N m 0 m N OF. ~ m m J m m ~3m m a o m ~ d > N 0 9 O 2 O g 4~ g ^ (O. _m d O y O N N j N J D J m C G O' 0 m a p7 ~ E. 3 o 9 m$ ~z m s Jm s a m; w m d " m mo $ maw $ a s w N -a d 3 xm m m aoo m ~m m g3J o mm 3 m3~ 3 ym ~ c N o M m B ~ w? - Wheat Ridge Sanitation District 7100 W. 44th Avc. 4104 PO. Box 288 Wheat Ridge, Colorado 80034-0288 FAX: 303-424-2280 Phone: 303-424-7252 A ~(1Cl c~C,Z ~7L a~~~l J d?~ _ ct / ,~~iTt zc~ /!IfY~L ~l~J 33 YO, 2J~/>zCL-utc~ ~~Gd ~i l'lc'2` -zz Cz'~'CA ..L/JL~t2~~~;~„J C:d CZ ~IGl.Gr'-.Gc WHEAT RIDGF SANITATION olS' P tF,. LO 9 y ~ 0 O Ohm m$ tom. m ~ ~6 N N a 1-0 SU 7 ,OOH Fti 6°m zo a5wz o"> ~U,, Mar 16 05 05:00p WHEAT RIDGE WATER DISTRICT 2005 TAP FEE INQUIRY NAME e S r S~~Q DATE 3.I f fa PHONE NUMBER ADDRESS 6-7,7S' lZ 3 7 SINGLE FAMILY V DUPLEX MULTI FAMILY COMMERCIAL FIRE-LINE LOT SIZE $ O,~ TAP SIZE 3i 4 BASE FEE SQ. FT. X DROUGHTSURCHARGE TOTAL S~xg-.~• '~F~~s.r 1os.rit. a`v~ Y p.5 2.444. 2,. X14. . SOd.6o DENVER WATER SAME AS ABOVE 4 q44. 2r, DROUGHT SURCHARGE ,v/4 LABOR FEE 40.4 4 TOTAL `q NOTE: FEES SUBJECT TO CHANGE WITHOUT NOTICE i O a O O m Ln O 0 IP r a a O O r ~sE a r~n~ ONO ~~H UI Cdr, orxi C! r, ~r ox 9 opt;-, W~a Wooer gN m~ ~o U FL O O 41, O a O Lrl X U3 O O RJ r a a O O W ID'yl<z, ~ C; O tun o ~t,y rr Hn CIO U7 r) 0009 gzaro n - w Q[y H 'H <-i9 0 N O O Cl) 04/06/2005 23:32 7209744837 MORITZ TITLE CO PAGE 02 0 0 WARRANTY DE LD THIS DEED. ntle Sda Tr dayofFebremry.2W. belweu 00 Development 314 LLC Of CMW OCAdbarm. SmmofM VUM, god prbdtln J. rm wbxe kpd nddan U M359Nrer1heNleCewn, Iwvekad. GO SOS3F, panka: . WRb1ESSE21471as dmpener for red a mtmWataegp ofdleasm of NISO Tbmeamed Trx04)ne tad t knbo (4 RAUJOL Ike soceintand MBctaney Ofebleb is hereby oftwh W. bxpmmd, bbgaked, anidaed thlvm. al dobya"a Prtemk nbw RamL blepin, Wl.eapvey.d cmpfOm, mdadmpenka hishNnMdofRS SwaOrCOWIde demit e i xkiloov: le"wananU. B'any, tkootR Wall and b9ift ktthc COxyMJEFM'RSON and LOT d. RILEV'S ROOST SUBDIVISION, COUNTY OFJRMRSON, STATE OFCOLORADO. n kmwn byswbd and DWAWbt: IM WM Jye Avmey Dtwlw, CO M12 TOCEMRwkbeused ekplW&cbomdimmenm mdappone mm tAmebelm gieF,orNmywluµyxmmky apd the mvmW and Nveskn, mmaiedm and reambmil m, rmna. bum and paths ftmor, cod all the mtok, d* dda the hterpl l ktm mOddatesnd wbmacover of dw pwmM.Oidm m Isw oregtdq: M; handto dxb6pxt bagaimd psemiw, with he,Mhsnuw„ eM..,..~.~..~... r......•••w}..r~.w. ..uumvggvilwiOC,WMIIIepWeO. Idabekeand emtpe NxeyM. Anddmpanotq mrkhneet(Mebeln,mdpesaanalrepixeMUivet,dcoa tmeamLpW,h.,Saln. end.peetotededdsdepmnee, me heinmad ateiple,ttvt srdattme ofdmaemelekytMdelirryeftbete pte9ma, he iewtll eNUd urthe wwdm Wave conveyed. hu Sm4 am, parfect, absolute Old indelkaible tam of lebedbitm In law, in De "19. and hu gaed ftlo. Rill pmrwated kwN awhadsy to Sax, bakes. mNapd eeevar the some lamanner and form n nlgremld, And Iba the Mme am fine and eble SOm ale meter lead ether papa. barpslm, mk% lien, axn, am mmn. emubmmandnsbktkmofwkamvakkdor omremaem.emco r ekeumutlm x teSeetrd Guam m Berbada wen atetplM by Orbbteefa) In bmrd$MwRb SnOon Ill (Maur pea tbowe by the plop fly, bwoom of the P";tq widlle ay specks lean Abtrlea cad, Ilan bata& end party wmH marommek, Ifany. The hates abNl mad 11111 WARRANT AND FOREVER DEFEND the abmsborp bW FMIRS In dm Ruda and pueeabk patmatders afthe pnnme, his hubs and nft% epintlak madermy Mm erpetseea 1awNdyetmimi,p Sawbote a any pert tbamef The akqubr aumberthaS imbek dm pkm4 the plNml the siryuley mod tht om Of my Seoder shall b, applicable to all Seodam tNVA"ESSWIM$tt F.dmpanme)letxsweedddedsod ONthedatc m fatbahow. ASO OLVRLOPbd$N'T. 1. LL ae f a STATE OF COfARADO CD" Qf DBNVBR rm WWI" (m LLC. MY GmedMlon apkx: [SEAL] Ulm? t,Ot~bekle fhb tad dayof Fabsvbty. 2aS by DSO Derelepmeat ill, ~TappµenErtimeMM O,mIb say Palk wulm 04/06/2005 23.32 7209744837 MORITZ TITLE CO PAGE 03 9moredlep tlyemAawa TSb LkrM litandYa Rata DEED OF TRUST (With Fahm ""am famm{ K. DATE AND PAWM. The date of Ida Dad of Ttwt (8ecwity lmkwmat) 15- 21*m and rhepartim fair addtaza and mx Ideetlfwatloemmbom if tegdhel mat f2WWS; GRANTOR: f =LALFITr 417afA21111m"EeomT twaft to mu Q If nliodwd. mkt m the emcbW Adduatum W&-p fed )main. for addkiamt Oraaom, lbW Wgmtmta amt sebowledrow. TROSM: Invacquawri m m m affivWx m Mated FrawaDm 2211:/ LPNDFA: IRtrfibl1RR11AlIK 0KAIR7®ARa t7t211Ka ItlmR THE IAm OF iRF slalf of Lampo mKdp1114KRKF WHEVIod um 9. CONVRYANC9. For peod ad vdmbie mmmmatim the tee W ind wiRdkttdy of ahxh a scin aledFd, and m aeowa the 96KwM Debt (dafheW below) mat Grnem s pe im vador fib Snrtaky Emymaero. Omw bvevaeabty Face, dohrayd 1114 seta m Tmeft to ace for to bwx& or i.aodot. with power of to ml"ioSdewlbedpmpdtq: L4TJLptOtl1.dhmmmmlKTmoRDWIDF MTOYMtgngFWMMMUIMOFLWM "Of ofNRmmd. The, property id tocatrd hl ...........(ilM........................... 61412ROMMWtlAi MIX............... MYp.................... Colorado -oy~~.... Together wilt W oft. mwmm. splimmm m, teyohim mb wl don ail and on tow. all WE* *ad r®wiwl r7tlm, dbabr4, and water stock aw OR exbdug aims lhaoe enpmvw nm, sinaxmn. Rxan" and { aam~W not my raw. w a any Lfine in the tetra. be pm of to enl wbe doWbod algae ryll rctmred m as 3. MAXOMM OF7.tGATION LDtfr. The wtel ptidipai wontmt aemlati by tW Smomlty hwmmm m ow am dm atmll am tlmabd 9 .1? This RmRntoa of mabdnt dam am imk* kftmd std Oft @m and gegya vdkily madc pamapl m lbb Secarity taYmment. Asp. this Ibnitrtim don rat apply w advmoa mob miler the arms at dda 9mmky Tmkmaml m pmha i<odet's wacky ad as porfotm say of de ouvmrnti W=k W la fhb Smttcty letahomaL 4. 9RCt=W DEW AND FlgVn ADVANCRS. The tefm •9smad babe iv deflmd a foitm A.dMribmbd below alder and all du k extioa dcnm pmttatbty I ; obadias9drilena i flat, m=er odee aiaatm w ddaeIndm'de lAlntt riNk r Lwo stag w borrower' mm", Mk dtnaalAi. hmrur 8ed ddnr bttaw It h k sofpask! dm )na rndiK re. ammtlryelmn, tae.) FltammaRlDifftim218101TQIJiY1hMr70.7065pI1NF46gIfl1TaF 17p,7mg1DECI11E0R aotdaAOO.ttaasawrr mmraw..u.wawe.wtnentn/ua. w.6.rva Oaw avw11r.,~.,1._nw.ov r.r..w.otso waves 04/06/2005 23:32 7209744837 MORITZ TITLE CO PAGE 04 H. A4 pmme sdvatems from Lerner to Gewawt or amer bate ob6ptbm of Caobr ro Longer mater cry promissory tree. Connell fir, or other a mmu of de hl euca ed by omalm b fam or La*c unwed aft sit Smugy Lrmeoem whemer of ma tW Sammy Inmment k soaoddHully rsfgoond or such itnee Advances or mbn obligmtkaw am kK.. Pot away pmpm that was reams or mmMaml to the ptirpde or 4u Seemrlq Irmfummt. If son them we Peon >btw tna NwlmMltent. ash Ot.wo) tzo'anad by aaymnc Oremorv,im mw ono of mote Gtahbr ag otAww~~ +dvAecrA~nd edta rota. obbgatkar an aewadd by top 9augy Intnmwu ea. thouQt W or arc may tot m h. WvanW. at d=ue Woolen and omen luxe obRgttisn Ate aeamad o ip trade m dw due of fhb SeadtY lnutaou, Habits u tma seemly laarrmen ahw eofaibher . aermmtmem n olgx Wdktaeel er Nan bon yr adgmne in wary smwmL Aoy maim emmdgpem mma a aimed ro is a aepmme wrkhR. C. All Obllgmiant Golaror ewer ro Leader, amigl may Ines erlu, n da emem amprohibYee M as IngWbg f~cWear. llmtlcd b. nehllNkA fn maotrorw eaWhg n aer dePd0. auomM myemont hem~es btannr Aob D.AR wamiaW sum .Onm W wad eWwaa 4wetW by terser rot locos. prerm'bg or amwwlre prolvalm tla WA Its blue, wad say amen won advarmed met evvetwee inuomd by Lender tofr the of n Tlto Seemly Wa.~t Wit ooh stcae waY Omer debt ifIAWm sup n glre way roryhuwd mike of me right or retddon. S. PAYMEM9. Ga mmr arm tat all prymmu mgt tlw Showing Oda wRl be paid when thm and in .eeombace with the seem of the seemed DeA ad>ble Socudel mmomm. d. WARRANTY OF Tn= Granter wu ma dm Colmar It or will he pwNYy niud of %be enak a meyed by thin Serniry 1nmWlwal end 6Y me fight n' twavry, amd 7N to Pmpeny n Tune. is In". 7. P1WR ~C04 fYw . W~~ietyd to upY f 64 mottgaEeed at trall sMPOMM or Omen Rmdom mothnenmB. priermrky l.arat of a omitasue on anFropaoy. Otamor mew A. To babe sit paynkm who due wall to Pubrm or conply whit &H coveeaem. B. To prompnY dether to Lemderway n -dal Glamor tamper fro the bo=ar. C. Not m grow amy mndifwAtlf or momom of wan to retpwq wry Rttme advauw uodt my note or mmu owl" by da Ikmdomom wwmtLeaws poor S7moco mL II. CIAUN AOARM T17Tdt. Grams wm pay at deo, oum mt. 1km, eoa.abammes, km mmbhm. Slued rope. aWtlp, well odat eNrgn towbg b the Property wbm duo. Lager may lapin Gtmor to to 10»br wales of an a=im that lack Aanm an doe and dw tecwpp Gwent's will depend dip m Ibe PmpertY agogm cop eplm that alto im}nir fe Inn 9uairy fnuomwf. Cratm whosa~btyl atnatWab~ta all oarlbaWt.Wdtka. cpwe Ord theater tap have spawn pANn . w mdm Pmpedy. P. MIS ON SALTS OR F1VGtNNRANCR. tetgt may, at its optima, dmkm be emim bdmo of the Seamed Dos to be imsaaw~Y that and pkV&6k upon lb apron of n Conan br mo anr1W at soy ILL enemmaaarn, rkt or nhi d me Pnpnpr. Htla the pvi,miy a da nariWon (mhpmW by bdetat paw Debt Dek Is 3ypid n molka m6le. This coven= metal an rnh Wm the Ptepet heel aMli mmNn b dRm untl eb Sewrad pd in and the lnmumem Is tvk"W. la. FAOP6RT'F ON. ALISRATMNS AND INMCTION. Orator will lam the Preptsy in Vat! ' aerate snd fake art npmm mg an moon=y aemwmry. tremor doll m commit or gnaw Say waft bvd mm, W dwerna i of rat Pearsall- Grouser wm Rap the PwptwY flee of mombw ands sal gams. Manor agora ft the mac of the ooeupasry and use wit sot sobsomin y gorge without Lender's prior wtasm common, without loadca's prior wham comtmL Gdotor WM rattly I mWe of dematntndi. p~roems~ipa commes aaim~mg paim slaw Orwaser ad ofwag bra or dmaµ to do Pmpmy.. LWm m Lau&e'o agents wary. at SsWeerv optical. war Ike Papet4 m shy rratmwme tlotaopregbyrathee PN M of Grea bcian to ppurp In dw Amy lmpec6o off The am ro sb dl he movety be Land is bexC t tremor Wlll it so wayy toyrot a bapamtoa Il. AVIHOAl7V 7'O PFAFORA/. If traits"a porthole rap doy or wit, of the connotes owamoed in this at U. m a vaream ale om me Fropety of Craifuv pmnmrbo so ail "C*e MY Rem in mm war I.ogt+md wW om oWmmNyet 10 Nema with uy mom mach. Ave man eglemed whet he kd asww ides In Abp bmjz LOnmed. Co m or amrdm that am deagt eehm Ungar idle Usviefro* etdr ~tumm"m_ bamar dlw rsteeY a:makgsn.pid , ~AL . pea a-r a wwar..sd,...r.u.m.d.w rw.morm man. 04/06/2005 23:32 7209744837 MORITZ TITLE 00 PAGE 05 13. la48MOLDB: CONDOhiDIHtAfsg PLANNED LM O VH.OPg ERM anew #Man to comply with the povhiom of arty ham If was Sw ry Indictment It on a la ebmd. If we properly iodides t unit he a aoadanuetam a a planed unit Oerelopewu, omaa wilt perform M of Grimaces drum ceramic the ohvas w. hWtm, a mpdaNaooPthenoadaneWpMm plmmo tmk4erelopmehl. !d. EPAVLT. Wmua will be b aniline ifm may putt' omigmd oat the Snored Debt feb to make pgmess when due. Omnman will be N classic if a 4eecb oaaa undo the It®e of this security, hwmmea a my ohm document emended err the panpnm of cast, moment; or Seawmbims flue Sasmd LRis. A $oea dame bulkr by Laao and favor At clay rime is niacin wfm respect b say anima a "mist' eWipaeed on the Sonved Debi or Nu flat at of my mum an the value of the Pap" is mpwrd ball W,"emwouemensue ofdcddt. is. MS ON DEFAULT. In Mom hmml ma• ldmt and mm few wen tease Lander to provide Onmon Wid, make Of the 48111 an cote m oOanotkes and may ambfuh it= mbaddn for Sweeteners: melon. Subject b nine Nmiw its if Any, Leader may ewels ow the Second Dot and fawks lye scene" lrmareem is a mm w provided by law ifGramra inachuh. At tin epaoe of Lender, all of joy pot of the came Pow and roger, aamM lowing and p colpal than boanae immMialel7 due and pPaHe, ohm Oft anew if mTdred by law, epom eke oncoming ' of a defMlt or nydmt neweafleL m edmekn. Laden ahW ha walled b all sat reoW is pm~ladMM roryt' 14W, me rams of dw Septets Deis, chic &anrgy huemnm and may mimed doemmtem, Including Wbeone ftzlia, clue power ea MR nth Pmpery a kteclae on imwgman Withomamelermim It dome W a eksub, Trek, JAW, in addition to asp Benner planned trmrdy. a one awlowt of as Land", advance, andi tltk properry ache, o(INI ryN, tldn wpi'pirced, mai ofbG amru NatetO bidder Trmweek am ee ileaconvey e Taaate a1W I alw ace"' of eak laeledisa flue crime. Wma and pen of eclat end a dnernpcbn of ale peopttty m k DtaWhY Nis itppikableww in elhadmetlme ofdcpaopeued nee. popery and b the exmo as pro6Otsd by law. Ttekke ehau amke wed. dallver s dad m the which cenveye abMMe themwe pmeAseo. ad a(1er Dwe spin{ all ka, rhmgea sod cent. shop Pmpeety said k~almr» uhmewa. irrluelPal and bnee~en ~ Dsm.~, esaMmab clad par wmumbraopa wd ea bo, ar Pmpwp. The taka6 io espy clad of emv4amsk anRbm. If ntq, m Otwser. Leader prkw fade evaa[e eat clue figs set man All mmMim are element. OMJMve and net gzkml , AM not L.enekr'w entitled ac m0 convince povided 41 kw or aphy. Windsor or eo expeeay act from. Tic acceptance by Linder ed rayaow in paymem a pried Payed on the Secmad Oak enter the belmm is die m W accelerated in aft moccasin, psoeeMNp am flkd alWn as anwtleo a vaaWer of Linemen teat an rc~Im complete arc of any ces" da9nit. By not trucking my maway .hhaoan~pGpWrar~te~lyamtsSC91a4ebuk, Linder rust not rcmve Lndms Apia to Line carafe the evcd a deficit if it continues o If. ERPENADPANM ON COVENANTS; A'1TOENMI I>'Et COLLZCTM Com. Escape silo pmhibkM by Law, Guam names m pay all of Leedms cgwww if GWw f brancis any covaat to rule Swmly In umm. Guiana will alts pay on damod any Mums accented V UMW {nr rofoina, inWCphM. PmarnlnP W aheeWWe prmcft dm Peasant' and Leaw•s seaay huereet. sine will bear imwav Nam the data of the payram won paid la fall a the Mimi ushown mac in effect me pt~ lha xcma of the accusal Dem. Grow macaw m pay, all caw ad rawmateo hawed by LM ft In constants, aPoedng or proxetly Lamer', rights will moment under this OVA" !nemeses. This nnaoom may bdMew but is we nudged to, reammble amnri' fco as valets by anoiwWe law. This Sayer lo.n sous, h.11 -s:,. t" .W,", ...w .,..",w 17. 11MMON EWAL LAWS AND HAZARDOUS SUMAMM As need in this mien, (1) Sokomnewl Law anent, wlmap (kelwsea me CaMPd Niue: FzvirowucMd PAWMC. Coopwsndm and IAbft Act fCMCLA, 42 U.S.C. 91101 a mq.) and an ado fakmL nwm eke Intel Iawa. repdMme, convention. anew aaete. Money sanwaoree=1 aphdo t or knRselve lanai , 'a the public leelth, why. wrdsm. envimwont or a bundm Wthlweee• and (2) Hazardous sbsnes anew; may Wsm, ramwumt or hmmmm remWrkL wade. poliuwW m emus WBW shied, has chamwwiseke Wy81n meskr me rahapew4segerone or potatWEy dwipMut b ern pyk health, m4y, wdfam cc mnWOtalsm. The wean becludw. WWW E ivolon, any substances deNsd w hnraMoa cmminl. "toxic vabicanw." "hamniet" Wain," 'hmMno wbWwmo," m "regulated eahumue" under sty UnvlcaMami Law. Owner represents. warm and yews pm: A, Emeq a ptevkmy dlseelnd and ankowindged In wrift to Lander, to HmMmW Substance, 1s a will be kmatM, slake in m m d an or in me Property. Tins collection am nob apply to man advocate of Haordom Stmmnoe. do We geammly recognized b be Nominate far the reenact em clad MO~ of thePmpeety. IL Exapt a previously 4WJNa d sot Wkixwkdpd IN Wdit an Linder, Gmmm and aVeoy temkt have hmn. are. awl OWN minis to Nil mmollYOCe wmay applicable gnvion mewl Law. C. Groot 81100 WMadiwy notify lender ff a mission or daeatwod release of a HmNow SubAmloe ocnurt on, swim a about me Dingumay, a dare is a violation of my Eovimmmend law wncaft me Property. In with m evert Grmmrama mica aX Down" mum It" In mcmilm me* any mpinmW Lass. D. Gmmbr dual bamwbt* MNryP Imam in wrkkg me no se Gteawr has eats to believe deco is any peg~y~ in mralmM IovaNptkn. ckhs, in pronominal mlmiq to me mkwe or OrntnM mss m or Wry Hozetdom Substarmor Me vloledmeofay Effibow4md Law. IL CONDEMNAITON. pallor will gt a Lc dcrDt~W~t notice of any pa d'mg of thmadeaM anion. by private or pddk ewetln to purchase or eke may a as of nhe PapMy Ornyb 96e0exr miaL etwi ent it i . or any omW roam. Gfmbr admodma Linda to kewvMe to Grmet9 nave in my of ax above ,am" aedmr or when. Gawor semi to LaMar due lnoomb of a awed a oWm for dWnajes connected Wish a waftwAubn or afte inking aced In mW al n t is air ply of rim nt. Tie s pN pre of abaH be amauM Ow in = actually clone aro r docmr malignance of ptoaWds Is subject to due ram M may new ovelliage, crime, lA IN$UAANC&~GrameapNaammlkoaeaoeot. ImeQT4apwq. Inroad a an law ft flood. men and ohm txwndn Wd rkka taemblY rkRM ' wide and Anpay. daw ran tat rape and location. lopnmme fhdr.ye t ha ft . ft= wb for ern include taMa mgbea The umwnom car in providing that henemve t be ha ni&W b . Gnmm nlanctsM a {a cppmusa Wye clang m be aoobbnto, C V wMithliP s. m.,p dONm ids nfe to mafnWiR the (.sea deny, u Lesidler's o anise c a e &m adnsoe, obadn mvmye , mmtt IandeYa tighze is time IkopemyaWldlymthe hue. krtolhftldv$ecnehybxnmkseumem. ~ . ? rpq a.vf v qeN esanaewan W,R p,M.sm ra"w.mw iemro i t 04/06/2005 23:32 7209744837 MORITZ TITLE CO All katamee pollcta and narcwais " be aoupebk b la wk mod dmR Include a tared "etnapge elimw cud, wbe a appliewo. 'lose psyge clues." Geumr out lovocdiswg trodfy Linter of cwvPub m mrmmbmdm of to Waeaom. Lander shin Owe Me dgM n hold the pdicks end n=kVW . R Landrr ramm, Grumr a ll Macdiu* {he m Leeds, all remPops of Mid mcmh mr end mornp Owner. upon Lou, Orem sm l;ft b+modluo nom b dr krommee mulct ad Lander. Lender mmy seek prof of inn If not mede mumadletely by Gkmor. Vden Wwwiw th stmod Wil In arltlns, ill Imo®ee proceeds sbdl be applied to dw mersrim m teph of dem Prepary W m W b the 3mmea Oder. wisher or one am am. At LsMa r Doom Any "kanm of pmxd. to ppp~dywmmleeapmtl disc ad mend at pmt- Go due den of theopschodWedwppglfe do amaml of tiny the Gimmor huwmm ppdk cs and ppmmmde r~earid~ m deste tN the ivoi;ny before deb mdSW PM u~LWer to thmarmaof ao Secured Debt ImmWgNy boom tbeacgditlnm. 10. 68CROWWfFeGR.~pT~AXEI AND 114R)RANCIL Delia otherwise presided if a upbue avvcrm 6 Gnrdm Will me be 21. FWANCIAL R~ddCf9 Ay1D ADDYMNNAydppf S. Omar WNI ftpm any fidendd Kamm a iolmmmden Larder my deer rounety netumMy. Gromrryreee to m~n~deliver. &W fife may eddlikml doemem m mmfiatkov rest L.adm msy emeJ&s mensuy, m pw*a, condeve, end pptmmtmrGtarrmo rester thb bwmwm and Lander's fiat smug m the proview. U JOINT AND MI UAL LARq,L1Y W MW. OMC88 M AND MMW MJfM All duet under this Swan betterment me join and htdevtdml. If hart tips den Seadq im u m nt bin done mr timn an e.ftmm of dew, (bins door w only m mums} Grmma"s - Ili the Proper a mein peymmt of the Socieed Debt ad Greater dam nor qmn to be pmmmty, hiebie an the Second DdbL D ads Security Inurement mecum a gummy betnm Lando ud Crse or, C... open to wrivo age qu dm my One Lander het bdegtq arty scum or dmim egelm Or mm meey ping iadebad under the olispi m, Tlrrc dglm wy Irtcbnda. rut arc mkt Putted a, oY emidefieicury m eee aedoa isaa. titIDlm spend QW Lander aid mg prg to ads See dty MMMM wY aamd, madig Of moth aW ebnde In the retum or this Seemly Immrmm at any COMM. in M deWhbM b end berteflde of ddt Sx o iatry Tomm" ~ dMdW CONOW SmsPt aw auXbe mem,~au diW us pv of Gramm and Lander. f"d. APPLICABLE LAWS SCY Mi%M; Ip111211"W'ATION. This Security Ins Bmdem Is inverted by do Bea of am,brisiklmn In Wbeeh Leda is bMK except to the esters etherwNe regekd by the bas of Ibe MIdkUOn wbw Me property is tommd. 1Ms Seemly knewomt in mmplaa Ed Ads howmil. The Swmlty soar wmu, m or my as be umaded or mod" by *W y~mu~t AnY etdaa M He SON" k1mmmknt. A" agramem refund w on. deemed Dees rest wdtlam Wm applin" low Will not be dAmfive. un hig river kw expwly or leptle y bsmmem am" be mdmmd sink pmdan din AmrWkmthinIymaimwlibm yteaemt LL ed1 eersae of tMe $emdty bLa w. wA be mveml sod win oa whei the amenability of the Iema. er of this Security 11141 at. "mmmm coed, the swortm shat Include the plow and rive pod Ib d Miu. The mpdar and iadlep of dM xm ime of ft Smwity Iurumarmm tar toareokm a mW me nor ,cued to kWpa or dcGw am bmmt or mG Secnrtg Im ncomt. Tbme is of do Mm In "Sm H. NOTICBidtyUnka ghmwtm required by law, sap soft" be Oven by ddm* h of by dn.{1~ k by am rArdsgtrcuadd to OF b- e ony's adders m pane I of thus Samrtty buniviem, or to my otMr addmu d A1p8R to writingNm4stb apugamor will be dmead to be marks to 91 Venom. u. ew~AApPdBORn& Rvupl w Or extant pmbW&d by Mw, Q mw mean mid XWD or a(ym amm. Iomm ad 16, ai7~tT m"mallm aM"miliftympag. ronwtng ore apylkmMe a cur Setwdq itweugmm: O Lhw of Credit. The Seared Deli kakdes a revolviy line of caul ptovhim. Althougb the Smuts Dots my be reseed to a am Wmea, dds Secnriylntnmteat writ OMAW In DOM MR relmeed. 13 ComYwAfm Lam. We Semity lammemmd beam ma ebl dim Warred for the matreetke of a famprivVemeet we property. O Rum Mks. Greeter lama to tender a rm.dg Imeea ot in goal tut Grater mms mow cc to the Rom finestmtl curt we or with bamm 6mimge sided a the pmpanq. TIIw y be befit Iftmasse rwpmn m e of Ankl 9 of do sM may omcwbm en dmp's a ether repwdmtkn tdey filed of and tin puryowa AttkkpotlM ymfatm Cmmercid sl Co Cate. • Rldere. The aovewms std epomrm a of inch of the tdmm chadood below as toedepmmma We mod eupple mat ad smmd me mom ofthb Smaftg Inwamedr. ICAmb rtlgpWbkboaml G Condominium Rider d Planned Vine Owaepmwa Pods O Oft- . 0 AddWowi Thar. SIGNATVRM: By dgang below, Creator ages or the were ad orrmu f alrislf w to due sm to i temmem and hr arty eaeehrum. Grater oho eokwededges waaipt of a copy of this Snotty rmtlaoat rib the dine Blind on pw t. mtlaltalN}r V PAGE 06 04/06/2005 23:32 7209744837 MORITZ TITLE CO PAGE 07 ~l..re r.r apm AAmv iah lAm FmR w eg pp,n DEED OF TRUST (With gVwre Adeantw CYnae) t. DATE AND PARTM9. Jim data of tbty Deed of Twr (S=fty fmtaeMm) is 112a21Cti......... a" dmputim.gtcirt1111M snmtaxmenifinOntmmbem,ifrequired,measfbl)om: GRANTOR: PIMMAdfrR 41752011mumptow tdeflAM.co to dm allachrd Addua m Inmlparamd baft for oft iohgt GjamM, ftir sittgmma and acliflowbovICIAL TRUSM: aarvaCW9lffwafsMT1UliflCmaMifwrywdwRSfmalaM 14maAmmMRSIRff7 flpRbpb MO lards LENDWL. tlfNfamrbtaaAM MMOMAMEltaiwlamIMR1REUXIaTKSrffEUF MOM bmaNfRAWMill 111MM, CC 0111134 L CONMANM )tor Rood and vdaable CoMkistbe, dm maeita mud mdRctanay of wbldt b ukwwlc*d, and m nemww dte Sawed Debt (defined bales) amt Omuot's patinu m wider tab Smwrity immubm, Gamof IWaYmbtY 111111116 CWHP Asti wilt as Ttmme, is Mod for dm baaegt of lender, with proper d min, dte allowlwgdmerAed pupmyc taTBRahY7RMStfubaAR0b.alalttdFJ6fedMRttEaCadRdd0. The pmpetty is bossed to ...........................m n6i0RWAYfFIARfIAR..................... ..,.............................................At=...I.-............. Cmlr& .......fait....... Marl or cowl Together' Will sit clghu, earemmm, spp rmtmncm, roydwm, minted rigbta, oil tact W rights, •1 wmer NO 1IPlrttn rieMf, dlbba, Ana water ntamt aad all aaiulgg ad Nmm htMtovewtmb, mftftq. Ants, So n lammm dot awry asp, or at any ow is die 1vmm, to pm of do =I em(e de ) seNbea ahmm (dl refermA to m 3. MAXA111m 0RLWATION Low. tic total pbrclpat amoma semrm by tide Secarw bmbul mm m my was time Ad not exceed S PUMP Thb Kintudn of amoam does not tomwde 11"1m1 and oars fm said Cberpa vdbtlY mule pnrmmnt to Wa Semdq lmtaumtm. Also. day lbhbmfon dam am apply n Advavces made order On Kirin of mm Smartly htmrwwmnr m protect letder'n maadfy and m pCRorm my of amavmmnmamasinaa its ads Seeadty lomm ant, a. SECURED DEBT A. Delta bwtttsw The am hewed DeW b ddhmd as iMlows: debt. Bt0 00.0n D-ffllpawuff rwm PMlMMn, i1WC Maeawtvtp dma.IMal wtak awav.arww.w.. w. a.o. M+F.mmexoo ,amaa 6..p . 04/06/2005 23:32 7209744837 MORITZ TITLE GO PAGE 08 • B. All Mate Advance; flmt Leda an Gram" or odor dare owigadum of Greer to lad" under am maanned r After ~ Ow, b4 9x11~y yn irm,, t wtOliver to omits S ~ a"iy, ftemsed nsom is Grusin, in finvor of e~g1lleally Ade eomd W alb thane adam" or faun oblfgttfons an Wanted for my purpose that arm MAW a ut"Jew m be purpat of the Stasfry irutrmeat. If n"e Gan M Perron ft M ddb SewAry Lnr"nent, gKh Grant si~ 11113 dal Saw&* IrAnmm will acne W (atom drama ad bare dol- onw tat we Sim to or 6y my am of mere Graeae, a my cam a Aare Grtmr and others. AR Siege adada" and other Mme oo➢Plbm am saoted by orb Seeoaq Dammam eves U1000 W or wn nay e" yet be advanced. All glom advanom ad other Mm obligations am named u if nude on de dsm of da, I100unw- NO i~ 10 Snowily 11111 raxtrusaws don a onmdmxm a =to adoinaw or s - ty "M Of My Assault. C All gal' askns Ommor era to Lsader, wlkR nay lama ark. in ft grant i"M na~anwmnS. bast n". nuns n, liabilities f" overdrafts idaft b arq depult ,mm aamfAaMbW q bep~, pa, 6;;;~t no LOW". m D. All hcWtnnei mom WMW rep m~eoets acrmd b lender rot nrotng, peuning a comwise pmtamng the sad a vafae.nd my ahcr eons oM+omd and espedes locssrtN ly Laddm umle die tmrnaado AM 1. This ~rRY arwnan will rot aaum my ob" dent it Lender fi;b to Ova any re"rd rank c or dm right of S. PAYMWM- Gsadnt agron ant all payercam Oder the Sean Debt will he pfd Nom don and is acmpmce wish the ree~gqtAThe!hWated Debt ad MASacuwy instrument 6. WARRAWV oP TRU, Orator wwrmn that Groner, War will he kWlay a lied of do mere conveyed by ft Sonafty, IWer d ales imri& to * am matey. and sell dm piopnty to Trown, in mw, 7. ;UR y1'y Dff6R1LBy8. With regsd in Any 6*0r 'eraap ibramu®braugoymroN. no doamm~ the aw.td a • e"d of 1rWL aaettay egceeatnt a atha A. To none an is when dft Rod rotrot p M Of COMPIY CDVe ry.l2NUnr agrees: B; To psomplyddlar pa n Linder G mrtoo Will Wm o. MY oniktl thm thel GrntdortnmivSs boat the he boWa. C. Not n allow any mmdifcatlm or ex"" of, am to nI my fame doom miter any mm or apamden taNrd Ma lice daaamIX wlatoOtLgd"'v Saba wriamcotdsnl. & CLAIM.9 AGAICIB'f Orelaw will M all am. sal ammor, Ikon, aneadimsa, Meat paynmis, grand man. mulam, Ad Other than m ready to site 146pary what due. Leader any minim Onnnr in provide in fader noolm of W nod"S that ouch nnomu m dm and the zombi opdraeatg Gwmm's pgyma". Gomm wig deand I k b de Pcopny Whim up dalm that wo m Impair at last of" Seamy a.wmn. Grantor O8 to smign se Lend". as mgeeand by lend", my SON. twom a defames Gran" may have agd i panics who amply taborermareelelb to nWdaa firyrtne deAoperty. 9. D[!E 6N-AAf.E OR ENCUM MA11M p endm ropy. ar is option. dedam elm Aware balance of dm Seemed Dam m a t ommoAqy dug and paysbie upon rho creation of, a canner fa dg creation of, my row, marmot mm. vamkr Or aakk3ae prop aly. flsm b mAtecw in de mRrktl"m mgmud by (deral4w t12 C.F.R. 5917, m This dea®1 eau not old ca Pmp"ty and sal rams is elfat awl the Semi D&t it Said in Ilg and"Saam d b released. It PRDPERRY ALTERATIONS AND INMC170N. Gtanor will keep Ile Property In god mnli(on ad malt au m"N and me tasmmbiy a"euay. Gram abdi m m vdN a allow soy west, inSaimtm, a dn[rterNtke - der Prepeery. armor "in Lap the Psoperry tone of neaom weds ad gmuta. Glamor egr~N MN roe Want of the odeupasey and ass will east unseva ally datye willow Leader's pia wdlmn c mt. Gnanr will an pan* aey "OF in say Hot=. cammalve common or eMWA widen lwadv's prla writmt cament. Groner will n"ffy Lefler of all demsW pmomEM. caar. ad AIXlom Against Orman. ad amy ton of damage nsioproperty- fadar or Leader's Smu amygyy~ at lAdor'S epke, matt ad Pro" It my raromba rime far de ppuu~~toonac of rat s do P ~ayu=. wain dive Ones" mare at tit dam of a taunts, an kepecam speetyng a ~ssrpex nupanl°e' Any lmpcad°e of tit property eoW W eadvey gr lAader'c beat ad atmoor wit inns yyniyon ndor's nrpttion. 11. AG7NORITY TOw~I7i8FORlit. It tlYlnt Gds to any dey or my of the covemab aonnnad in Oils ~fb gaondtY ItnimlON. (.ender may, wide maim. perf"m a came damn . Gram Appoints ~Lizater m is at msrty In fat 1o sign Onutter'a mate or pay any mows arcasNry for pwarfamoso. IRters tl As br Cdanmr sag am can an aidipdan to per a n, ad Leaders snare to pmfb will am precede later Scam eurelaily a y of Lade s ode area "dm tit low of did Soway, iinstrument. v my Construcdrn on the ProPerrY k dlaonntltd ere nmpt~arried OR in a Massie, mum r. lad" ley eke an step necessary a paten Letaaymaalt onemidtlroNDrq~ Yekdntieddrroawaacinn. 12. OP A LanSRB AND of m dddedel aaft All Or dmnrer dulls. Iner dam bird lwad cmaye ad W Rd n Tmmt, n or Inert Mfar a bs, IA ten al err pmda~us anld may, at cc pmetY of f my y parties parts of On kapa, . ad m0' "err O P mbkma ad . ren . MOU age _I! ar b the ma e PLaw a mass any ma pro "ewab dndita nr wedmbm of pam (L mfr Wn . rs M 4anec) and reme, bans snd d Sated Mme . c (W re ikcsdns" to tlea m • duty Whorl, at, ma oflva, sum egarY ~ P p ashes mQ rovid owe e list Ream m Wd tone and town, mplm d ossmu eaiel. in M sway add Under the he area oywba~oga~ Iatwmaa. m Grown, r Grmanr agrees slat this arigonml b aaredipnaty oQada anae tit perks to this IkdallY bass=, Grnmr agora dm ids =IWMW is SMOdve m to did pmam m Gmtem's de4uR whin Lewin alma anent to of the ' a wheat Led" Vo n== a Manmm no the ptdperty or m attics or fbr an M1 .7 of a tcebar m f" wa sego"natim of Raga and this mlgmnd tlWf rm.n a doing Sqy rdmphe an pedd mil tit 9xumd Debt b eaeYftd. Grmmr agtm do Lord" a Trvta maq Wm xnN of ptopeti~wldntl de meeatlry dawemmckg kkggai aerisd asd tW aeanl pemrrrirs a deemed m got, rutafab Gfmgr of wfasl ad detheda del wry tOan pay all (mute Rona dlmcdY to London. Oa ceealvhy mda of defavh. Ceraer vdu tedane fad deRr" n Later uy py~omw otNema a fiwmrN pontenim ad will mcelve any Rene a arm fOt Lefler Ad rdu sot meadaltk to Ronk Nil say ode Nda. AOy awaaw miknd wtil Le:~~tiq; Senuicy lmuuwml. Grmor wul0mt dot m dneasR ealo"der de Lama or C,rlnler one" dsaa.nw.aava.. HS. w. a,.waa r«wuarea wraaa . Nroa Ydrdr 04/06/2005 23:32 7209744837 WRITZ TITLE CO PAGE 09 13, LBABSROIJ , OOND grow" of sty left cps ,main agr a a Ono by.faa, or nggulklamd 14. 11RFAVLT. Glmta M11 Graaar will be to deed exealtad for de purposepI.mmwdppeeFFda my time IS bl IS. R®1BDW ON payment rake of ere dga to aft Wd4liens. If toy, Lend, pravded kw if Groom At dla op ma of Later, i mmW4 dv doe and own ad all du property dwhoo slit t}ee 4 Trance dun gdvt r $00 0 Iaqulltd by Q Upon rate of the p Peapeny mid wbkh pry to Lade on at taereu delem. and on eel at be 16. 1~ firserays, Ito t 1 17. BNVatO Law mom. tagnal (CBBCI.A, 42 U.S.C omen. amroey gear or a becadam aefm pase plNk hams, ate 'hmsdem MM$M, uwamw Bmnanmm O A. Except n lanes. 'Sales I HXM[d m saw du pmpay. B. Except as Pavia are, rd shell as C. Gnrw *A lm on. order or aft .ud1w atm. he D,grama 1[ten he "atmdowaSabw Is. CONORftHNA7710N. pabla raw" to pats( Mesa. Garner aria argon Groom go Lot amps of on at ArY I provided In this Sam aw~rwma, rx«vmser UNIF' m VJ%ArragN7g. Unarm agrees to ampply with die tlm Sauey h=aam 6 an a k rchom. H dm property midget a am, to a an of (I Sunni dock, order ft ewrrnaMn, unit do'ml n a ply unit devde~jfmn k ddhuh if my Pony eMWM4 M the Second Debt fbs a edm payment Wass lire. If a btsseh o"un miler dm term. of Illf Stettin' Inawmm W my Off dmir oral cardny, temrlng m gasruin'fg SM 9 11 a Debt. A good fifth bellef by Leader fu wI& MIPW to fay Pram of a" obitpLLd an an Seemed Debt of dot an v T. a roma b"Mm fidsid Saw ax r het nl require Lower to ~ weer Italian and may anbudi th to stbmMm for fa"fause aetbro~SablGrutuf am than my aecekek du Second Dpi and fmalme orb Sam ay berathmmF In a masse ede6mr. army port of fa egged ku std ehugm, etxrmd ham ad rimdpd dub has= e, efts gWmg udce a<na)iabd by 4a, Upon the oantreme ~'a debmh or mythol m wall! be trolled a an the rem v Provided by law, the Man of the Samed pdn, iMy soared (np~nimam, tacldieg wlNow NmkKon. tae pass, to all the k'tapty a wtsecderu; SM. in addlGan to "I whet pdp,ktad samrdY. mere refuse, of dK Lower, adveaire dole a to actura n punch as Public nation to de highest Wart for tae ad assay of all We and tuft" of ad Chaser at StaMO time r a and plus f Trustee fa. *Iud abla W In effto d the Moe of ebe impace m of ark. detedptea of tae prop perr ty y a be an to die mum rot Prohibited by kw. Tnpme dnfl make std deriver a dad to the absolute title a lip pachaer, and after, that paying an pas, abuges std eau. a" alvenced 1w ad nra epa on on 9awad Debt. , msnr®of and Prier enrnmnemrn and of van Larger set The mobile in aid deli of cimayame oW Pr kNMda ate Carrier. ntaknve and rot etirlut". ad tit Leader IS eewled to an rwdlet Provided at law pfd' ad fads. The accepu m by alder of say man In IWmeat a passel paymest or buaae is doe or it aaelmuerd or aft fameefaee promdhmga aft Ned Abdi an . I right to regain Complain cue efnY edulng drheh. By ad da9Ckeg my arody r data rot waive Lssdera light a hear Cmndm the event a dwauft If it comeua to ON COVENANTS, AT IVRNBYS' FREE; CWdBCTTON CORES. Except when dines to psy all of Laudea's dapdoea If Glum hems t my dDymxf in flu Sersity 7 ply an dwwd any ono e m amain by Istder for amusing, lmpeearrp, ,maervag Property ad Laader'a Nearby heaven. Thar expdrre a18 bear hdfml from the dub fide at ft hegben berart ere in efAxa ta proved in the am of the Second Dek rot and cm um Isolated by IAmle In cegeeflo1, Winning or proteedag Leader's his Rbobft eutamant. Tills UMM MY Include hot m rot f bah to. reasonable by applietb(e law. Thb tkrndy huuummt And rode In elfrat fun rebored. racordadoe aeua d s"h rekaaue. B AND HAZARDOUS SURIPTANCKS. As used In dda Swan, (1) Savironmmml sm die Cogralankre FAvhoomenul Response. Cwnpemtloa and Ushfilly Act at 011), aar As other to* . ante min nod hurt, agdulfu, mdieanmi, emir, laws baetptd coamtneg she pate bole, eddy, weifem, emassend 1(4) Naoaaat Sabome roam Sty mate, adl"mive a baraadtms nMdW, weve, lit no characteristics wbkh tender the fbamx denpxmq or pelrm6ny disposal, is Tire or aevhmmgit. The ono includes. wbpoat Rol m. say auhwmn defined as VAUW9": 'Wemdwt ends' 'neadem wbanao.' OF 'regained nbemce' tall amat dui: nclared and aclmowledgd is wdtkg in Leader, on Haamws Submeoe is a wm be red es a is ft painany. 7116 tmaktim dam, ant app to sMI1 qtmmlm of that R geurady amg^fad a be appropriate err ft on: ad aalnrna"e of eased ad uklowdedgd to WA* to Lefler. Gnuar was arty team, have arm, 1m!$' 110111Y Loner to awing is mm p Groom has am,a 11 to balks then 6 try I muetugrme, emia, f prone 4 Rlufg a the Mason a dera a rld release or my a the wolmlmorsuy Bmbotmemi Law- ft wol On Leader pomp wise of dry Passing or threatened attar, by private or of take fry or a8 of the Property damgb dotdrnmtan, emimf domain, or any odor leader to ieeervae In Grassers nnte in mY of be abaft described across of efaf. he aroada of aav aware on clear Jim dandies coanattd with a codaamdet or dim it. 1rHUBANCR. Guitar shad keep PngWy rm,rmably. aaaebo d roan die Propeey do mnamd erd for the pedalo do ldrdv m ul Gruem sob&m to faders oppasd. tuft asap detained Move, Lmlee MY. It progeny Smae tnga the am of this Sanity ettittwaer.M...n.. a,ChLwi raaaear<a rwaara ptocrnM aba8 h romldnd psynans ad wnl be applied u udn of pmaNa w ewbJeat a on mass of my prior mortgage. acumeaL mama Station has by fie, flood. feft sad other hands ad risks in In t y p e ad Warned. ? b i n Wastes still h a m aI I I IS the M. The loran" tattier providing ft mpaalme don be dwaan by . Shan rot be *Wada* wkbkm. it General sew a mkm;n at :mda't option, obtain coverage to Panel faders Sgbu IS Ow Ipya3_=r 11 -uaha 04/06/2005 23:32 7209744837 MORITZ TITLE CO PAGE 10 LJ 11 onme polheba and Molests dash be wcgK k to Ie and sisal lixt de s slate 'mtagge clams' hue applWNe.'Iaa. wym dame.' Granter oW kwoodisteiy rw* Leader of caooolhtion m teemmulon htanraee. Lo tkr Wall base the NOM N Sold Due policies and nsnmb. U Leber rapiNa. Glamor Wall aely She to Lebet All rcudift or Paid Pomona and nd1aM motben. Upon has, Oraaor OW Rive ale nose to the Isomme cadw alb Leader. Leader my male peter of loss U mil mule immodlagy by advowba 8 1n writleo, all toWrmot pmacsdr Wet be 4"lled to doe naaatlam a mpl of We y w o dal Sawed ode, xMNm of oa also ale. at LandePa option, Any eppknlm of Pocook to 11 eha11 not todmd or Pesipma do rate ON of fie tabulated payment our Chop ft mmm of any ea 2I. my 1S. 701 e ad by Leader. drmlr's debt to my the aetlNslbm Wall Fns to Leber to in a aolmaw apreanm, cmear will will Provide to Labs open rants. Y. croame apes ve lip. deliver. ad nemnay ld ptfeW mallow, and status m AND AS~lHOp~. AN duties or to the Zx. Ea. m 11LTATION. 711hb Reearhy lammut Is Ooverved by MW to the extend adhawbe Miulkad by dw tin of by Innateness Is ctmalese sad taw inlmOed. 7bb gem lmlmnm mm,, be ourwed aemadioil m Is e,urp, Wen aactloa 1411 be finetet and Will not atfm Wo edfmcesbthy of do renmlber of We 5amity, lummims. Wlxhewu mm, alts siaddir shall fmbde Ow Owl and ft pphal We sloplar. The "pumas and madNgs of the sedom of we Seemlw movata ale fm mmed mo Only ad net out to be used to haerym or deem the moss of thb Security Imhtmmt. Tim Is of dee masse in IC butrumm. 24. NOTICE. Unbm amenmfe regalrm by haw, my mti o aloll be lit by dmverbo It or by hahg it by ffia ciao mail to Wt sppaputc pay'9 eddmn an PP I N tab Socially lanmm, or at my rimer address dd~~gqV~dIn 756 WAIV®111. arlt Fopt to 00 m CON pmmrin blw. m Itmlmmall Ora m to 1110 pmNbilat by tat. Ooanmtwaiwp all Npbi of aTAabaaaN, homewmd ftlw td. TERMS gofnmwd4amineopmm. tltacked. Out lblgwlnif art pplimble to thb dxmhy Instmwsc O Low of Cndh. Tie Semad Delis bdodm a «vdit lie of me* pmvisim Alamo the 9eeorN oehr may be add to a teto balance. dui Security Fmmmanewill rpsaN is elitist mall attend. ® CmMtuNlat Lem. Tuts Sm* smdphsat Ymem an dMiplen Inter d for the w wt calm of m hnpmvemrmon the Pmpeny. ❑ Flssae Mf~. Gnaw Rrwa to Leader a sawHy bottles in all pods dad Oraat netts alas Off to 1110 forme and dm an of will betsae Smarts misled m do Property. This Seemly Iwoutewt. tufllcea as a flondes "Nourot ad tu Uniform ➢ Coarboo. ~c or oOa verwecum sty be flNd dttmtd fur porpeas of of ❑ Rldma. The covenants; sad spientero of mid of tot Ndm cEahd below am Ineorpaasd low end mpplemmt am amem the terms of"Soc ahy htrma usa. LCbwk all applimbleboneal O Codombbm Ride' Q Proved UMt OeuebPmat Rider 0 Oliver b Atb111bx1 Tersse. SIONATUREP By aipdop blow. Granter street as to sow sad WV=Att emahud ld alb 9mahy Mtmmem ab in my ulob"Is. Oaaor atao aelotowledpee roodid of a ropy or Wi Serarhy llwalmenn of due data usual on pa`s t. 4.4.t:R .w1.a.. f •~L I PNIg1AJ.PITT p Wiw! 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Schroeder P I AGREEMENT OF PURPOSE AND DISCLAIMER: I The parties specifically agree and contract that the purpose of the provided subsurface investigation is to test, analyze, and provide geotechnical recommendations for the proposed building and/or residence. This report presents a description of subsurface conditions encountered at the site, recommended foundation system, and design and construction criteria influenced by the subsurface conditions. The opinions and recommendations presented in this report are based on the data generated during this field exploration, laboratory testing, and our experience. A foundation design sealed by a Professional Engineer is required to obtain a building permit but is not included in this report. The parties specifically agree that High Plains Engineering has not been retained nor will they render an opinion concerning environmental issues, hazardous waste or any other known and or unknown conditions that may be present on the job site, since this is not our area of expertise. LOCATION AND SITE CONDITIONS: This report represents the results of the data obtained during the subsoil investigation for the proposed single story, single family home at Lot 6, 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 3.5% to the North. The lot appears to be well drained with no erosion evident. The depths of foundation construction are anticipated to range from two (2) to four (4) feet below grades that existed at the time of this investigation. It is anticipated that final grades may be adjusted to accommodate drainage and construction depths. It is recommended that we review the final grading plan to determine if any revisions to the recommendations presented in this report are necessary. SUBSOIL CONDITIONS: Two, four inch diameter holes were drilled to a depth of twenty five feet at the building site on January 28, 2005 as shown on the attached site map. Samples of the soil were taken at two-foot intervals. These samples were analyzed in the field and laboratory to determine the characteristics of the soil (per Unified Soil Classification System) for identification and foundation design. In general, the soil profiles in test holes # 1 & #2 indicated Sandy Clay (SC) to a depth of 11 feet, underlain by Clay with Medium Plasticity (CL) to a depth of 17 feet. Finally, Clay with High Plasticity (CH) exists from 17 feet to a depth of 25 feet. The Standard Penetration Test similar to ASTM D1586 showed 12 blows for 12-inch penetration at a depth of 4 feet, and 16 blows for a 12- inch penetration at a depth of 9 feet. Please note that actual subsurface soil conditions may vary between samples and locations tested. HPE 2 Job# 05-4402 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 0.40/o at a depth of 4 feet, an expansion potential of 0.6% at a depth of 9 feet, and an expansion potential of 3.60/o at a depth of 22 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 (psi), 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 PERCENT SWELL RISK CATEGORY (500 PSF SURCHARGE) LOW 0 TO <3 MODERATE 3 TO <5 HIGH 5 TO <8 VERY HIGH >8 Source: Colorado Association of Geotechnical Engineers, Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), 1996 GROUNDWATER: Groundwater levels were 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 HPE 2 Job# 05-4402 2 of 7 construction, test procedures, long-term monitoring program and analysis would be necessary to determine these factors. FOUNDATION RECOMMENDATIONS: The Sandy Clay (SC) material has a bearing strength of 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'h-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 liff 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# 05-4402 3 of 7 I SLAB ON GRADE CONSTRUCTION: I 1. When and where slabs-on-grade are chosen and the owners are willing to accept the risks associated with slab movement, the following recommendations are to be followed: a.) Slabs should be constructed as "free floating". Positive separations and/or isolation joints should be provided between slabs and all foundation walls, bearing members (columns), plumbing and utility lines. Isolation may be achieved with '/2 inch expansion material or by sleeving. Vertical movement of the slabs should not be restricted. b.) Eliminate plumbing under slabs where feasible. Where such plumbing is unavoidable, it should be thoroughly pressure tested during construction. c.) Place the slab directly on the undisturbed natural soils, or properly compacted fill soil. Floor slabs and footings should not be constructed on frozen sub grade. Slabs should be reinforced with rebar, wire mesh or fiber mesh to help control crack separation. 2. Provide frequent scoring of the slabs to provide joints for controlled cracking of the slab. Control joints should be placed to provide approximate slab areas of 150 square feet, with a maximum dimension of thirteen feet between joints. The depth of sawed control joints should be '/4 of the slab thickness. Install a good quality sealant in these joints to prevent surface discharges of liquid from penetrating slab sub grades. 3. The soils that will support the concrete slabs should be kept moist during construction by occasional sprinkling of water. The soils should be moistened to 2 % optimum moisture within 48 hours of pouring the slabs. This procedure will help maintain the moisture content of the underlying soil. *"Heavy watering or pooling of any kind next to the foundation or within the backfilled area is not recommended." 4. A minimum void or clear space of 3 inches should be provided at or near the bottom of all non-bearing partitions. In finished room areas, all drywall and paneling should be stopped approximately 3 inches above the top of the slab. This will allow some space for upward movement of the slab before pressures are applied to the wall and upper levels of the structure. The builder should provide a '/2 inch space at the bottom of all doorjambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. 5. If a forced air heating system is used and the furnace is located on the slab, we recommend provision of a collapsible connection between the furnace and the HPE 2 Job# 05-4402 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# 05-4402 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 {www.epa.gov/iaq/radon} are both good sources for additional radon information. CONSTRUCTION DETAILS - GENERAL COMMENTS: In any soil investigation, it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in the field and laboratory testing. The accompanying design is presented using best professional judgment based on the limits of the extent of testing commissioned by the client. Our experience has been HPE 2 Job# 05-4402 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 303-866-2611) 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 CITYICOUNTY 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# 05-4402 7 of 7 O j I / 2 Blows unt5 12/12 - Blows urit5 I G/ 12 - A j 3 4 5 r/ / C %A' 8 j 9 10 1 - 12 13 14 15 1G 17 - 18 19 20 21 22 23 24 25 SOIL PROFILE 5ANDY CLAY (5C) CLAY WITH MEDIUM PLA3TIGTY (CL) CLAY WITH HIGH PLA5TICITY (CH) 12% 10% 8% G% 4% 2% 0% -2% -4% -6% -8% -10% 100 500 1000 2000 3000 10000 GRAPH OF FOUR FOOT DEPTH X x SOIL TYPE OL DEPM L.L P.L. P.1. EXPANSION CONSOLIDATION I A NQ LASNC 0.4 5ANDYCIA.Y(SC) 12% G% 4% 2% 0% -2% -4% -8% -10% y, HIGH PLAIN5 ENGINEERING Ii 73_ J PL`E ?ON, r _5, '"^t ~~L. . Y F:E 03 9 ~-°28 > :,G310 ] 23J ADDED GRAPH OF NINE FOOT DEPTH X x SaLT PE OL DEPTH LL P.L P.I. EXPANSION CONSOLIDATION I g 48.8 25.7 23.1 0.6 CLAY WMi MEDIUM ftASTICITY (a) JOB NO: 0544D2 JOB LOCATION: DATE: 02/CM5 LOT'6. PJLEI"5 R005T SUMO 510N DRAWN: JASON WHEATPJD E _ f CHECKED: JEFFER50N COUNTY. CO HIGH PLAINS ENGINEERING 735 DENVER AVENUE, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 z 0 a H J 0 z 0 U J J W 3 U F- z W U w w a 12% 10% 8% 6% 4% 2% 0% -2% _4% ADDO -6% -8% -10% 100 500 1000 2000 3000 10000 LOADING (PSF) GRAPH OF TWENTY TWO FOOT DEPTH x x SDIL TYPE L PS O(PANS 2 22 57.4 28.6 28.8 3.6 CLAY Wm HIGH PLA5T aW (CH) " 054 [AM UXATM DATE 021OM5 LOT 6. wmL ROOSt SUBDMSION DRAWM JASON "EATK1 CFA JEFFEP.SON COUMY. CO CRA W LSPACE FOUNDATION WALL WELL SLOPED- 12" PER I OFT. MIN. ~BACKFILL AREA CONCRETE FOOTER GEOTEXTILE FILTER FABRIC 10 MIL PLASTIC LINER GLUED TO WALL GRADE • ® OR EQUIVALENT WITH FIBERED ROOFING ADHESIVE OR EQUIV. AND EXTEND ALONG BOTTOM ~ OF EXCAVATION TO A MINIMUM OF 61NCHES ABOVE BOTTOM • • OF PIPE ALONG EXTERIOR OF EXCAVATION ' L-12" MINIMUM DEPTH OF 3/4 TO 1-1/2" CLEAN RIVER ROCK 4" DIA. PERFORATED PLASTIC PIPE *RIGID PERFORATED PVC PIPE IS PREFERRED* DETAILS OF CRAWLSPACE PERIPHERAL DRAIN SYSTEM (OUTSID 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. FOUNDATION GRADING DETAIL 5' MIN. DECORATIVE GRAVEL OR STONE AREA ro 'I LMETAL OR WOOD EDGE TION WALL (f'JII W1 1/2' SPACE AT BOTTOM TO ALLOW FOR THE RELEASE OF WATER GEOTEXTILE FABRIC NOTE 1. PROVIDE A MINIMUM SLOPE OF 12", IN THE FIR5T 10'-0" FROM FOUNDATION (10%) 2. DOWN5POUT5 AND EXTEN51ON5 SHOULD EXTEND BEYOND THE GRAVEL OR STONE AREA WEST 37TH AVENUE LEGEND • Percolation Boles X Percolation Profile Hole A Sol Profile Hole ^a ~W ~w zv~ z~ n-ol O1~S6 \ 9~ \ 00 f I p ~ I I I I I p I I' / r I ~ m I N I fV I I N N I N \ I - M 4 / N I SCO9 N ~ I I \ N \ ,u8 UUL I / o ' 00L / 19 .0 'oo t [0'90 L 11 \ c ~ ~ JI i n b I / L -J l I L _ J racLOQF - _ L J w - w o, of \ p _ o O Q- 4 / - co h\ N / p In ~j ,08'00 L Un Oo O N ~IIr 00.00 L ~ mo I ~ mmll I I I o 0 \ M~iZ° r - i c~ \ N ~wW f i I I I m, zz~~ I I I I 3 o . U' z ---IR / / 30V1NONA L-OZ ~'1S NOiV3 I I / Inl ~ f il/ Inl ~I m III I ~ ~ ~ ~ tlll III O~ 111 I rn I V I c 11 h I~ I~I ~ I II ~ II I ICI' I~ IIII I III I I i I I I I~ I 24'-0" ~ ~'-o,~ I aia A10 ~ ~ i • ~ i ~ Y 2X4 STUDS HT I 6" O.C, = W/ 5!8" TYPE 'X' GYP BD 0 0 ' N ~ Wt1ERE GARAGE ATTACHES o ~ r _ I TO t10U5E ~ i ~ ENGINEERED TRUSSES @ 24" O.C. l i J a ]3 i ~ ~ I a~o 1 1 i ~ ' . ~ . . _ . f -r 1 . ' • ' . ~ . ' ~ t r ; ~ . ~ ~ M1 ~ r i , , ~ . ' ' Y. ~ S i . ~ ' t , u 'v' S ! . i,, . , ~ ,J ~ ~ , ~ _ . , ~ i ~ ~ SCAL~ - ~ -o SCALE. ~ A5Pi1A~T ShINGlES OVER Ii2" PLYWOOD A5P11ALT SI11NGtF5 OVER I12" PLYWOOD i SIDIN~~O MATCfi I10U5E SIDIN6 TO MATCri 110USE ~ _ . ~ . _ _ 3 : , . : . - x r - . $ i ~,Y „ ~ j' i i' i ! 'i ~i ~ ~ ~ ~ . . . , , - , , . . , ; G ; . ,r ; ' • ; , , . F t ~ z ~ j . , . ~ , , : ~ k ~ r ~ V , , i s,:,: „ . ~ I ii i n - - ~ II _ I il - I-O , _ ALE. ~C , - -0 ~ 1 ~CALE ~ a ~ ~ ~ 12 3~- ~ 51DING TO MA'Gti I10USE t ~ , ; . i  _ 5CAL scALf: 4ll _ 1 1_0 Drawn By: 5RT Date: Rews1ons: ~ , . , - ~ A~.E 5C ~ ice. BUNN u C[R[F=B=r NN -LF 2221 OLQ LI TCH LAHE IPA BOK N BERU L UM CO❑ 80513 COLORADO o 0 00 A-1 FLOOR PLAN 6. FLOOR STRUCTURE E-1 ELECTRICAL PLAN L-1 LITERATURE PLAN EL-1 ELEVATION5 3. BUILDING SECTION 4. FOUNDATION LAYOUT 5. BASEMENT & CRAWL5PAGE DETAILS 1. WALL STRUCTURE 0. ROOF STRUCTURE 9. STAIR 5TRUCTURE ( IF APPLICABLE) 10. SPAN 5CI-IEDULE5 11. FASTENING SCHEDULE 12. MODULE ASSEMBLY P-1 DRAIN, WA5TE, 4 VENT W-1 WATER 5UPPLY A-5. MISC.. DETAILS 13-CAPE GOD DORMER A55EM5LY ( IF APPLICABLE) 14. INT. WALL ASSEMBLY 15. FIRE-WALL ASSEMBLY IF APPLICABLE) 180-IRC-23472 21'-l' 56 Pi C Y a A 9 m ~ AREA- L56 ' C . D VENT: 53 REO s ~ m s 3 = I I i 9 I I I i 1 0 11 Q U 15 I. i i I ]O A ]I 3I 2I 2 ]I T Pi i I A J 3I J' i I 3~ /mil MI~(~p[~l EN V BY~ ENS 1 I 2 412 ~ rL.~JUc~J l~# SNOW 200 3 WAS REDMAN NOW DEVELOPER SERI ES NEW M BATH 80 3 RC , OEV By JOE WADLEY ' j Ml CLAYTON LANE PD. BOX 10, BERR ICUD. CO 80513 01-30-200 3 UPDATE WINDOWS 5 2-BATHS 3-B ED RC a COLORADO BUILT 11-24-03 CHANTED TO 2X4 CONSTRICTION 9C4E: V8 : I'-0. OR 1/4 = I'-0• TRLE. ~ ~ p wn PL DIVISION 22 DATE: 03-03-2005 DEVELOPER SERIES 3'-b' I0'-I U2' 43'-B VC 2l'-e ° 31'-4' 36'-b' 9'-l U2• II'-51R' 10'-9 il' II'-5' T1 30 V PATIO DOOR 36 0V MORNING ©1©'e PJ I=d ~ ROOM I_I ' ; ~y ~ DEN BDRM #3 rEAQ~ti" il~ b.a In ~ r" ITCHEN DINING READ T: 'y 1 25 1- AREA= Q95 R3-Y. REOD LIGHT: 10.4 ® 31 REOD LIGHT: 12b 62 REOD PENT: 63 AREA= 131.9 REOD LKoHT: 105 ® AIN N SIR ® REOb VENT: 53 254 25' I aPf.Ta~ I L DRrym46u ~ ~I 91- ~ 12 1 LAM WOOD 2 y -03/4• - i SUPPORT POSTS ____51R B'-6' 31y 62 43'-K3• 4T'-5 IR' © S 1 R I 3/4• '-4 U!' 36'-2' 44'-4' 25V2 MASTE 25 BEDROOM LIVING ROOM 5~R 6, 1a ® 311, BDRM #2 C m cERArl1c © aroma= 9B.i ' ar~A.169s + REOb LIGHT: Bb aroma. 220B SOD LKWfT: Ill TILE f .EOD LKeHT: L9 REO'D VB1f: 3.9 TV (tEO'D vENT: bB P fEO'D VENT: eB x 6m I P 1 E E Pi ® 11 J B J TV 366 36 0VE 3060V 3060) 36 OVE 4'-l• 3' 13'-2 IR' 0'-b IR° 9'- 1/2' 5'-I• 8'-5 In- 10' 2 '-0 29'-4° 36'-5" 39'-II VJ' 45'-4' S0'-8' 56' 03/21/2005 12:13:35 PM 03/21/2005 12:13:38 PM R-49 a PER MOO a d/a RES CHEOIC NSLLATION TO FEET ETEIMY CODE, SEE 6PECFICATION PAOCAGE EIDUW.L SIEATHSG LAPS ONTO 00 TRUSS IODOE FASTDM V X 6' LAGS • 32' C 2X4 RAIL TOP - 2X4 RAIL OR MCRO CN 5OR21 VARFSf D SHMGLES ES DBL / FIOPFED OR ICE SEOFE TIM TO U4L.L ULTN'SPo''W H3, H4, 16, a Ealk a USE (2) $ X 2 VP SCFSZ (5) SGA X 11/2' STAPLES EACH END. (3) •S X i v4• SN6LE 2 X 4 0 6 TOP PLATE h CONTINUOS ATTIC VENTILATION SOFFIT VENTS ASS BATT INSULATION 2 X6 •R-S 2X4•R-11 X 4 o 6 BOTTOM PLATE XCUBLE 2 X 10 (MIN) RIM RAIL BUILDING SEGTION SU~tlNff CREST HOMES ~EQTTOODffAMWICT~ S~TATE*0 TLS ALLY AM ~ TYPICAL I~.w. an MAYTMI L PO.5=10, CERf1 . CO. !0513 CMWS MST BE KAM ACOMI GLY. CONTACT TOUR LOCAL - COLORADO BUILT BIILDPG DEPT. FOR FROST LINE AID SOIL REO➢RE'EHfS FOR °-`'tat TO Q T . DIVISION 22 VEIMLATION FEGUIR3ENiS SEE STATE OR LOCAL CODES. D°re• BUILDING SECTION 1 1/2- PLYWOOD BEAM, MICROLAM, OR 2X HEADER OVER UNION WALL OPENINGS. 11/2- X 12' X 30 GA STRAP AT 4' oc DOUN TO WALL STUD W/ 6-IS CA X 1112" STAPLES EACH END. 16d NAIL a 'S X 3" SCREW-RAIL TO PLATE AT 16' oo. CLOSE EXT . s WITH 1n6" OSS O/C OSB OR EQUAL RATED SHEATWING NAIL PLATE TRUSS SEE SHEET S 16D TOENAIL TO 2X6 SILL PLATE SEE CRAW.6PACE DUAL BASEMENT EXT.WALL WD TOBJAL TO 2X6 SILL PLATE SEE CRALLLSPACE DETAIL GARDEN LEVEL OPTION SIZE BY BUILDER 16D TOENAIL TO 2X6 SILL PLATE SEE CRFLLSPACE DUAL W C04CFEM WILL -4 REAR HORIZONTAL 4 2V OC, VS 5 VERTICAL AT B' OC. W CONCRETE WALL 4 REBAAR NoRZONTAL • 24' OD., 5 VERTICAL AT U3' OG DBL. 2X6 TOP PLATE _ 2X6 STIRS • 16' 00. SNGLE BOTTOM PLATE - N W K 2x6 - 24' CL. SUPPORT LULL b' MAX WWWT (BRACE WITH 1x4 AT MID-fE04T WHEN OVER 4') W x W CCNORETE FOOTINS WTH 24 REBAR5 AT PERIMETER 4 CENTER) I FLOOR JOISTS ARE DO HALED TO RIM JOIST BEARINS SIFPoRf BY USING 2 X 10, 2 X 2 NOM. LEDGER OR LISTED HANGER 2X10 A36 STEEL BEAMS-CONL OVER 2 SPANS Poll JOIST TO RM SEQRE WITH 6' OR GREATER \ 10 x 24 - MAX 12'-6' SENEEH COLIPHb FOR 40 PW ROOF LL \ ' UN x 28 - MAX 13'-0' SEMEEN COUMNS FOR 60 PEF FZGP LL LAGS • 32 Of- 7xb - 24'= LL6 X 31 - MAX 23'-0' BEIlLEEN COLU16 FOR S0 PSF ROOF LL H2 WALL SUPPORT WALL E 5U'PORT LATH VP GYP. ED 1 ONE SIDE MR S0 POP LL ROOF F£(i11TE.4 2x6 WU '6TIV• OR BETTER Li' GG ALTERNATE - I CQllERLI E SU'FORT OPHONAL 2'x 6' THI KNM SLAB AT 9tAlFIIELL WALL Fl BASEMENT DETAILS OPT FOR CRAWLSPACE ONLT STEEL I-BE" MAT BE LEFT INTACT V.4' x Y-4 x 10' DEEP CQN,RETE FOOTING 4 - 4 RESAR EAOT WAY F MC14 4 AXLE ASSEMBLIES ARE Gd NAIL MODULES TO REMOVED. SUPPORT AT U' ' CG WU2 BLOCKM TO S PPORT BILL W SILL 16 [-BEAM RE&T NGOR TRIM TO SILL 4 TREATED SILL CRAM TO SLOPE AWAY S' CO2CTEM BLOCK UW.L 3' 4 PIPE CO.IPN TO MAX 4' HIGH, RERF. CONCRETE TO MAX W111'f~OFMG AND 6 FUCiI V C04CF EM UW.L 414MM DRAIN AS SITE WORMS HOPoZONTAL • 24.OL.5 VERTICAL AT EXT. FOOTINGS TO 13E MN 24' DEEP OR SELCW LOCAL FROST DEPTH AND ON IRDISTURBED SOIL GRAWLSPAGE DETAILS SUMMUT CREW HOMES ]Tll QAYTQi LINE P0.80% 10, [lERTMdD, CO. R66tl COLORADO BUILT OESKN DETAILS AND TOTES ARE SUGGESTIVE ONLY AND ARE ECT TO THE JURISDICTION OF STATE AND LOCH- CODES. 4GES MT BE MADE ACCORORGLY. CONTACT TOUR LOCAL DUO DEPT FOR FROSTLUE ATV SOIL REOU RMS. FOR NOT to aca.e TYPICAL --BASEMENT 4 GRAWL SPACE DETAILS NXC14 N JOOT, WHIM 3'-6' OF JOIST END, TOP OR BOTTOM HOLES SHALL NOT BE WTHN 2 INCHES OF TOP OR BOTTOM OF JOIST, AD THE DIANffTER SHALL NOT EXCEED ONE THIRD 3'-0' MAX DO NOT NOTCH Cr THE JOIST DEPTH BOTH TOP 1 BOROM OF 2Xm LI VPINNX) DEEP, p' T.O G, TTP. F END OF JOIST ADD 2X BEARG JOST REPAYS: SPLrr a OIECKNrs N' CD PLYUOOD OR TAG' CM GLUED AND STAPLED ONE SIDE TO COVER SPLIT. HOLE, m NOTCH E)(LE" = DCI WIN 2X8 TO K' EACH SIDE a TO RBM JOIST. DECKING REPAR NT 5)W OR 314' DECK PANEL TO OPENING ANO HOLES UITH (mG) OtOSION OF 8' - USE Ix a 5B' OR 314' DECKING BALD GLUED AND STAPLED. HOLES OVER 8.OPE NIOI - USE 2X FLAT UNDER DEOC STAPLE TO RRN'E WTN (3) 55A STAPLES OR EOAL EACH END, AND FULL SIMPLE GLUE Sff 4 DOUBLER WIH REINF CE EDIT 3 3/4' DEPTH -am zm GLUE N STAPLE Y= • F DECK SEAM, ADD 1X3 BLOCKS BETUEBN 2X4'6. 2%105 7m- 2X4 SPF STIR' 24 =FOR 30' UIDE BAY WTH IWi 2 :om DECK TV= FORIP TO 36 3/4• WIDE BAYJOUSTS TYR BOTH ENDS GLUE I Si 3'oc (M BGA X 2 10- STARES TO Rill JOIST NDS OR WUAL MD GRAN, a OIST (3) EACH OE-HALED, a N1AXA'll9 HOLE SI2E°r. 1X4 LADDER BLOCK UNDER 9TH (3) EACH STAPLES. IN CENTER Vi OF JOIST . I' ROUND UM 2' (tM) EDGE DISTANCE WDTH OF SPACE I 2XIO JOIST IN END VA OF JOIST . 214' ROUND UN 2' MW EDGE DISTANCE LEDGER AT SEMI FOR 147mLd TYPICAL M END 1!A OF JOIST • 3 VL' Id71IND W7H 2' (MIN) EDGE DISTANCE BEAFSNYm I Y4 X I Vt, w 7)(3, a DO GLIED 1 STAPLED. MEET DOUBLER F NEEDED TO ~TJD ST SP SPACING HOLES INCHES JOIST, TEDAIVER SIML NOT TE ®ONETHIRD DETAIL "AIL DETAIL 11511 r. - LADDER BAY AM PER" TTiTED ~OLY IN THE I 300 WE S OF JOISTT. W ET 5 GA X 2TSVP'STARKEEH W. D~O TOP AND BOTTOM 2 X IOU FLOOR JOISTS OR TRW JOIST -Wn a ANY 1015 PSI fb i FEPETMVE AND E.13 MOE OR EQUAL NOTE: FOR STAIR-UHT OFE NINNGS OVER 10'-0' 1X DRUM JOISTS-HF4 AND UP JO ro o USE TRIPLE SUPPORT ,WADER AV DOUBLE DETAIL- IIGIf 2x8 IF 4 44,13M MAT BE USED WTH 3rd READER 2X6 a sFF OR AS NOW 2)0 OR 2X6 FLAT UNDER DECK TO °.AI'F'OR( FLOOR N PROVIDE MEMBER STAPLED WTH (B) EGA X 2 N SPARES. BUTT JOINTS DOUBLE 2 X IOU a 2 X D RN JOISTS REOIURE HAILIYa FIRST RM TO HEADROO4 OBL Dw IF a SPF Z UITH JOIST, THEN NAIL SECOND R61 USING EGA X 1 VA STAPLES (5) EGA X 214 STAPLES OR SMIAL SMPSON LU-26-2 JST HANGER 4'-2- 3-FULL LENGTH JOISTS OR EOAAL Von N A STAGGERED ROW, (m) EACH, IN END B' THRI RM JOIST TO JOIST a TOE- (a EQUAL) EAOH BD. N ANY 4'-2' DISTANCE AT EACH BUTT JOINT. NAIL TO W "ST DOUBLE 2X10 OR EQ14- MJrBINNG BAYS P (m SEPARATE BUT JOINTS BY AV AND MINIM -1 m RM lCL4TS DETL'e 20' c W Lin 2XIO. BETUEF]NN BUR JOINTS IN WE LAYER MAX. V6' 619PERATION N BURT JONB. ~ I OFFSET 21 NNCMNN., a Y JOIST 90 ON SPLICE SLOCU . (IOU) EGA X 2 N STAPLES OR STAIR-W47 I I ON LEDGES. EQUAL TOE-NAILED BOTH SDES, a ORE SIDE TO 2nd BLOCK OPENING M X 40 TYPICAL 2XIO BLKS 4'oc(mG) N LEDGERS AND BLOCKING' ANY GRADE AD SPECIES. STAIR- BATS. (5) EGA X 1 VP 7 1 STAPLES EACH END. SPFSCN LIS26 HANGERS ARE (OPT) FOR JOIST ENDS, NAIL UTH - LNG (4) EACH 10d a Ibd BOX TO WADER AND (2) EACH NAILS TO 2X10, 2XB, a 1x6 HEADER JOIST. EQUIVALENT HANGERS MAY BE USED . I 32Ymz), LENGTH-(12) EGA X 2 VP STARES OR EOAIL EACH END. DECKING 16 5A3. OR 3/4' 066 OR OTHER APPROVED PANEL RATED (4040) FOR SPAN FOR SUBR.AOK FULLY GLIED UNT 4 I JOISTS LESS THAI! IOU IVLT PVA ADHENYE N STAPLED TO FRAMING WITH K GA X 13/4' I BE Doi, LESS THAN 6' MAY OR EaAL • G' OL. MIL I BE 2(6{10) EGA X 2 VP STAPLES EACH END. INSULATE THE E)(tEROR RM JOIST AND DO JOISTS WiH R-II (OPT) TAM 5/B' OR 314' APA RAZED 1 a 2- 'EDGE OF DECKING, MAT BE N17MNA. LBNGIH 19BER-CAA66 BATTS a BalAL 2x1O RIP JOIST FLOOR DECKG a EGIL/L WTNN T'oc BIOLKED SUPPORTED ST 1X6 FLAT SHOWN ON URINES W AND SMALLER RUN TH81 BORED HOLES N JOISTS m AT ANGLED CORER FULL HEIGHT = (FOR MAXMM HEADROO'11 ADJACENT TO (I X I RU NING BOARD'. VERN WEN54N 2XIO BLOCK WTHN 10' CF E D 2X6, a 2X10-K'oc UN R'te' JOIST DO AT ANGM CORER (5) SGA X 1 N STAPLES SEE FLOOR RAN FOR STARMY LOCATIM NO'WAL FRAMING OR EaAL EACH END. EXIBb OTOi 15, AND 4T 1`EID°LGEOF11DORaMENNAT"IDE Iwl FLOOR DESIGN CRITERIA = 40 FSF LL + 10 F'SF DL. ccNF°R16T°2°°3'r~c°DEs [~lppppl;M/I~,/,IIT CREST c~JV IAAIU(AIU U ALL. DESIGN DETAILS *0 NOTES AM TYPICAL AND ARE TYFIGAL ml a.nttaH ~.aNe rv. eox m. vNxn+Oin, co. mm6u SUBJECT i0 THE JUMOTION OF STATE AND LOCAL CODES. COLORADO BUILT CNA)lGESMIST BE MADE ACCORDINGLY. 6rxm,rar,o °rsi-e log FLOOR STRUCTURE DIVISION 22 G~,s 2X SPLICE DOIPLERS TM OOO-SPACED TRCi511ES, 3/4' AS REalIRED FOR SPAN ' ' awawvmoxww F IT LOCATES ON SPLICE 3/4 APA STR ICUtAL I PLYWOOD 22 UDE & WSW a 114 1/4' UDE FOR IS'=) X RILL IEKi T (GRAN SAE AS SM) SPLICE AT ALL 2X4 a 2X5 FULL FEICi4T PLYWOOD JOMS - STAPLES AT Yoo BOTH BEARG OVER WICK WAYS, AND RLLY WED. TRUSSES 2>* BEAft BLOCK aaAat 6mIAW64 L 604(0104A ; rMAM ~ PI WD JONTS 3 2' 2 - LAYERS 3/4' PLYWOOD IS M FILLY (mNU SEPARATION 0FENWs Q TIED AND STAPLED 6' EACH MAY. - BEAM 3 lo' IT W-ANS LAFGER S SPANS PAN PLYWOOD RIDGE BEAM USE STAPLE LE(GtH TO PROVIDE o7 PEIE111RATION a KUMUM WRHOUT FFCAECTNG OTHER SIDE. E a CEILING RAILS RODE BEAM: FASTEN TO EACH TRUSS WITH BE Q9ITIED AT BEAK (20) EGA X 2 VP STAPLES, W P:2F ROCF USE (20) STAPLES EACH, 20 POP ROM \m~ USE (w) STAPLES EACH BEAM OVER WON MNGS MAY SE 1 OR MICRO.N'D - S (4) 5GA X 2 VA' Y~ - W~ - "TRUSS ' FRAME SKYLIGHT UM 2X6 TOP 4 BOTTOM BEIUEEN TRUSSES, (4) EGA X 2 IRS STAPLES EACH END 4 TO Ott TRW. 2X4 BRACE CN CUT Mass - (4) BGA X 2 VA' STAPLES BRACE TO 2X&'s, 4 CHORD's TO BRACE 2X5 STRONG BACK RIDGE BEAM: SKYLIGHT Q' B=u m SFPA RDGE SIKH Do FOR RIDGE BEAM SPANS SEE TABLE ON PACE 10 (OPT)-I4 X 14 RXF VEM DUCT SPACE 15 LINED WITH PLYD 41 PETAL AND INSULATED WITH R-FA FIBEWAA66 BATT. 30 GA GALV. STEEL a OTHER LISTED DUCT MAY BE NSTALLEiD. 3-2W ISGA RAKE FRAMING, SAME AS "D ENDS CP MAN ROM. g -2X3 OFF 'SAID' RAFTER IS'= AND m 9FPORTED Y-I'= (m W, BY 2X4 -VERTICAL STRUMS (S) BGA X 2 W STAPLES EACH RAF(FR TO STRUT. 3 DOZER DO WALL EGA X 2 W 9 STAPLE TO ROOF DECK IV= SINSTOBE79 0.AS6'0 N21N SPA DLW TA05CREM I(E DAM PF4I970 70 WaIII R16MOKL lD%S WtDAD r-V NM - - W7 I.M. 2 TRW TO REPLACE CUT a OFIMTED OELe) ADD NP 2 STRO%-BACK N ATTIC SPACE. EGA X 2 VP STAPLES ( OR BQLN.) TO EACH CHORD, EXTEND TO Mass. 1115.055 ROOF SHEATHING; FASTENED UTH W.A STAPLES 1 AT Q'oo FIELD, 5'0& END OF PANELS HOMES OVER I 50'-0' LONG STAPLE ETD OF S EATHYs PANELS AT 4•oa VI6' OSB a N' PLYUIOOD (mW W WIDE SIPPORIS aMET. USE 2X5 FOR %FFORT O CELNG FAN, UV (3) EGA X 2 IRS STAPLES ( OR EOLAI.) EACH Bi LISTED BOXES MAY BE ATTACHED TO TRUSS PER ITC SPEC M(MD TOP RAIL ' 2)(3 LADDER' BLOCKS BEMEEH DG, FOR UP TO Q' OVERL4NG 2X4 BLOCKS BETUEEN IX4'e, FOR UP TO IG' OVERHNG OPT 24= EGAX 13/4' m STAPLES ( OR EQ AI.) 3'0a TVA! LOIER EDGE OF (IX4) TO TRUSS ( ALL WD a LARGER NAILS We 2X4 01.0014 NAILED BEMM TRUSSES TOP 4 BOTTOM CHORDS ATY= L 2X4 OFF'STUD' STRA UNDER 2X5 ROM AT \D(4 RATE' CN DELK AT 2X4 STR)B, - 11 11 11 11 1111 [[1 11 11 ]L----" \~MassES 4'-6'ot RAFTERS, 4 RIDCE. (2) B&A STAPLES r 2X EAVE RAIL TO BEAR ON 2X6 FLAT THAT SPAN5 (2) MAN EACH JOINT. lk LINE OF EXTERIOR OF IIALL] ANY TRUSSES MAY BE OFFSET 2' (ox) TR AGES 5411WITH (I X ) TO ROOF DECK ADD 2X LE XAM TOP 4 BOTTOM STRUTS TODAL (2) BGA STAPLES TOP 4 BOTTOM TYPICAL ROOF FRAMING CA40RAS F NEEDED FOR DECKPIG /GNP. BRA. OPT DORMER IS PRE-BUILT TRUSSES BY UNIVERSAL FOREST PRODUCTS MAWS AT NOM I6•ox: MAY BE OFFSET UP TO 4, AS LONG AS AND PLACED ON MAIN ROOF. ARE DESIGNED FOR SPECIFIC ROOF LOADS ADJACENT TRUSSES DO NOT EXCEED 20' Oc. TO 45 W PSF ROOF AD SPADED SPACED AT AT &24'. OC.MA%IMM MWSSES AT NOL 24= MAY 13E OFFSET UP TO 2•, NTH LEDGER OF:OX ) STOCK 120 F5F 4 HOVER LOAD 120 FSF ROOF LOAD SPADED AT Q' MAXMM 70 FULLY SUPPORT SFIEATHlG CONFOR98 TO 2003 IfY CODES c mu S erEax rlorra cw w. O WIJHAAn VUU1116A2U U . A A E TYPICAL I ]Tll CLAYTQJ LINE PO. mox m. EIEFOHgO, f0. meso ND R ALL DEEM DETAILS AND NOTES ARE TTPICAL s'Pmovm mr. l I LOCAL CODES SLJBr.CT THE ARISDICtION OF STATE AND T • o COLORADO ]BUILT MIST BE MADE ACCO MNGLY. C A GES " m`""' TU F ST U ROO C R RE DIVISION 22 1 onre. W WALL RIM JOIST A WTH FILLER scm am LAWM UPFER (S -Cnm TMBELOn FNBH FLOOR n. G I I -pBL ZKIOy `ur ~ d, S W I T' FR0.1ECiED ROOK DEfJC -FWLM a A&L I--~ III FWD. 111 X 11 ~ DOIZI.E JOIST BOM ENDS OF MADER " III 1DOLELE 1XI0L USE TRIPLE 2)W. FOR OvER 6'-4• WD TM 2M EXTS" ACROSS STARIAY R0 MIST BE Off UP TO B'-I' WDE °L" FAIRWAY a"s mA ~oPEN~ "U11 FAIRWAY (TYP) (TYP) DRUB' NOES 1 41 'P4 no 2 51 513 160 3 61 2314 150 4 11 31 H0 5 SI 30'4 B0 6 V 4613 120 T 101 5414 110 e nl 62 100 9 QI 694 90 10 BI 710 SO II m ask, l0 O 51 93 60 B 161 100'4 50 14 USE LO GHUDNAL a LATERAL STAMIA Y FRAKW., WADROOT 16 ADEO ll4TE OYER 545B1Bli LANDNF i NOTES: L FPQ'EO OPENNG OPSaM BASED ON STAIRS WTH 74' RISERS, 40 10' TREADS. 2. STAIRS MIST BE SJPPORW PRW BA%?M FLOOR AT TTDPM a W"M L*VWA MIST BE SIPPORIED FIRM SASBFNT FLOOR 3. STAIRS, PALMS, SIJPPORM, AW FINISH An FfSPONSBILITY OF SITE CONRACTOR 4. HOE MAY BE SNIPFED WN ROOK DECK MOM FRAMW. ACFD56 OMM TO BE RBiOYED BY e• EM SITE CONTRACTOR 5. STAIRU4Y SHALL COKOR'I TO n3C 2003 CODE 4' NT. AS APPLCABLE. 2X10', LATERAL STAIRWAY (TYP) BOTH ENDS OF WEAVER -n "NOIMAL a) *d JOISTS AT Wox~ HM EACH DO. JOIST LONUIIUDINAL FAIRWAY (TYP) R OPENW DIMH45 2- OIYYDE FOR STEP NOSNO. FLASHED FLOO¢ (SEE FLOOR DETAIL) I STAIR SPACE BICLOSED FOR PROTECT STEPS WTH Sir iYPBH max two (PEASIRE VERTICAL) Ep. SUMMIT CHEST HOMES m°°"` TYPICAL fl Ml OAYTON LAW PD. BOX 10, BEF IHOD, GO. 60513 COLORADO BUILT DIVISION 22 0>_M '-am STAIR STRUCTURE RIDGE BEAM SPAN (MAX OPENING) N LNION WALL FOR ROOF SIM LOAD: 34• MODULE WIDTH 6-2' MODU-E UDTH CCWYAIRATION SNOW LOAD 45 90 170 45 w 120 2Xb SPF Z 41' 40' 32' 44' 31• 30' 2X8 EF Z 64' 55' 43"' 60' 52• N' 2X10 W Z 18' 61' 53' 13' 63' 49' 16.09824/16 RATED 63• 11' 56' 11• 66' 52' W WW 3/4• PLYWOOD BI' WY 89' 02' 105' 63' W WW 34' PLY WOOD - 2 LAYERS 06" 16r Qb' ITS, NB' 116• 24' HIGH 314' PLYWOOD 51• 169' Be 163' 88• 124- 24W.14 W.14 3/4• PLYWOOD - 2 LAYERS 260' 240' S0' 260' 223 n6• I IR' x A, MICfROLA11 I.M. 166' 84' IQ' Fib' 25' 104• 1112, x 16• MICROLAM LSL 224• ne' 116• 25• 166• Iw 11/2' X 24' MICROLAM LOL 331• 261• 28• 309' 243' 203' LDF OF U 05 USED FOR I NON LOADS LESS THAN 65 FSF FM OF ROOF STRUCTURE PAGE 68 WADER KUHr =AgS2AMFOR ROOF LL:(NCFE6) CafkSUATILN - SEE DETAILS. 40 FSF 60 PSF W PSF A DEIL FLAT 2x6 1 TP OFF 9 OR STUD 31' 21• A 8 DBL. FLAT 2X6 Gil 11M Wn, W12, DF-04 48• N' 32- C 3-2x6 WD 'STUD' 53' 45• 36' C 3-2Xb 81-9 SPF 9 OR STUD 56• 46' 38- C 3-2x6 9PF 4 14' 63• 50' C 3-2x6 wn 19' 68• 53• E 3.2X6 SFF4 98' 85• 61• 3.2X6 IP2, L05• 90' 12' 2-2X6 {pA, 16• 65' 51' F 2x6 'BOW SPP3 OR STUD 61' 14' So- P, 2xb '90x' "M OR 8PF 12 M. 105• 83- F 2xr, wx' DFL Z, OR SP Z 134' 18' 90• G 3-P2Xi4 M-260M STOCK-111.13& 121 m 108' G AS (W ABOVE BUT CONTINUOUS (AS a RECESSED ENIRY) 161 143 I8• EXTERIOR WALL JAMB STUDS ~IW mL+~aro(a) RAI" CAPE COD TWO STORY (2)2x6 113• W. 58' IN 2x6 268• 214' 240- (4) 2xb 292' (5) 296 EXTERIOR WALL HEADERS RAN GN CAPE GOD TWO STORY 45FF TRUSS S PACING - TRW S PACING TRN988PACNG 30 or K'OC. wcr K•OC. _ $I= WOL (3)2x6 W. 13' 41• 38' e{' W (3) 2x6 Ill, Sr 62• 90' 104' 91' (3)2x10 H3• 23' or 64• 06• IB' (3)2xQ Kb• 143' 9T• 101' 142• Qs' (311 VJk9 V4'Ll1 N2• N8' STRAFTOBEI NWA JAMB STIR FASTEN WIN MN(6AWMA STAPLES EACH END. SEQ4 KLTFLE STRAPS MAY BE DMW ONTCF 6F EACH ORER OR I IX1aWHUDIN,SOLa6A5FABTBERFEIMTI(NL5KWAM 2 tM L 4MW &MM OIART NMS: IFLOORIJUMLI'TOIN'. 2 SW (FADE SIFF OR E061L 324' OC aW CN 59tff1. 4. IPOC BA`.fD ON 1 G5 L RANCH I CAPE COD I TIW STORY RBPIIF/0.YbRIM TRW SPACNG AT 24' Or--450 ROOF LOAD N W.IP NfIB 6N9 SI216 •q9 rlGe ®fI RAI OLY R 6 i 6 Nh499r er W 6A M Nei49r 17• lA 3A » N 6l6lr lY N !V N N 91069r 6Y ]43 w w N 2A09 Mr Tr m w w TRL44 BPACNG AT V OC.-90' ROOF LOAD War ills 699 nab %M rug rf Neu.aaT a x• w i 6 Nb166r 4r w 61 N N2r641n er N H N f69416f4i w N w N N7r941M iT N1 w w N2l69(fi 44r ]R w w TRESS SPACING AT Q' OC.-Q0' ROOF LOAD W.IY 1169 w ruwl yu ru SM~ lNff CREST HONES ~ i L I TYPICAL 1CLAYTCN LN PD. l 147,BB¢M1gD,co.6 B 222 I ALL DETAILS AND NOTES ARE TYPICA DESIGN A D CO Arf•worra eY. I I 51BJECT CT TO TO TVE JURI RISDICTKN OF STATE AND LOCAL CODES. 10 COLORADO BUILT a tw to fr u.e AN S H U S C SP ED LE DIVISION 22 DAMN. SIRE OF FASTENER WEER/SPAON4 AND LOCATION LATERAL JOIST TO RIM JOIST 3K' X 131'16d 940 OR E[ilAl. 5 WITH 2 x 8 JOIST/ 6 WiH 1 X I0 JO47 DOUBLE RM JOIST 3K' X 131• 10d NAILS OR E0114L b' TOP AND BOTTOM STACGEf2ED/ 1 a EACN DO DOUBLE LATERAL JOIST 3K' X 131' IOd NAU-B OR 1/16' X 1k' 1 1 RDUG STACfaERED/ B' OL Wrd ix JOIST WJYERS 70 JOIST MNIFAONR'S N47Td1CTIOIB NOTES. BRIDGING. BLCYY.B 70 JOIST 1/16' x Ik' 6 GA STAPLE OR MAIL b EALN END OF BLOCK LEDGER STRIP TO JOIST 34' X 131• IOd NAILS OR E[iNL b• OG (4- Or- ON 711D-B70RT] ID DRTNALL TO STIRS [ALTERNATE) WEER AND SIRE OF FASTEPER 1' STUDS TO PLATES. iM' X 1K' 6 GA STAPLE OR EQUAL 4 EALH END OF 1 % b STUD MN. WIDE X V MIN 7166 FOAM BEAD OF F-1180 FOAM SEAL D INTERSECTING WALLS SD % 3k' WA5FES3EAD SLK£1W OR EQUAL B' or, DOUBLE 57168 iM' % 2%' 6OA STAPLE OR EO14L I ROW Ya' OG ORNiN Dn ~ 1.1 ~VIIUIIIIIIVII II V WREST HONES 1]110.AttCf! L PD. DOx ID. BEl¢RIOiD. CO. D a COLORADO BUILT eaTV! .pn en mm rrn ro ecue I 1 DIVISION 11 r77 MAM FASTENING SGNEDULE 6 GA STAPLE DEOCNG TO JOIST VV X D% RNG BHAlK NAILS 2 6- Oa PERPETER/ IO'OG HELD WKiUE DOUBLE STUDS iM• X 1K' 6 GA STAPLE CR E[iIAL I ROW 16'Oa FEADERl TO STUDS iAb• X 1K' 6 GA. STAPLE OR EOIWL 4 PER FEARER MEMBER A EACH END OF FEARER WALL BOARD TO 811D5 I K X Ik' DRTW4l1 SCREW OR E[iWL 1 Q' = ILLGLIE BALD TO PLATES W' X 1K' 6 GA STAPLE OR EOWAL EAON END AS NEEDED WALL TO FLOOR SD % 3K' WASFNEREAD SCREW OR EQUAL K• or_ 671D5 TO PLATES V*' % 14' 6 GA STAPLE OR EGUAL 4 EA04 END OF STUD LRPPI.ES TO PLAIESM1EADERS Mb' X 14' 6 W STAPLE OR EGUAL 3 a EAGN INTERSECTION (KAY BE iOENASED) FEARER LAYERS TO EACN ansx W' X 1K' B GA STAPLE OR EQUAL 1 Q' or_ II WJ IC FEARER TO JAMB STUDS 1%' %1K' 6 GA STAPLE OR ELWAL ♦ PER VOIDER * EACH END WALL TO FLOOR 3K' %131' Ibd NA89 OR EIiIAL AND/OR SOX 3k' W45FEREAD SCREIIB OR EOYIL e' or_ W or_ DOUBLE TOP PLAlEB TM• X 2V2* 6 GA STAPLE OR E[i14L I ROW W or_ WALL BOARD TO STUDS 1 36 x IV DRYWALL 6O~IIEi OR EQUAL 1 Q• Or- II WA IC BACIffJtB TO PLATES Mb' % 1K' 6 GA STAPLE OR EOIW- EAON @D OF &T47ER AS NEEDED TER5ERBYa WALLS 0 X 3k' WASFEREAD 60FEW5 OR ECWAI. F-1180 FOAM SEAL DEFI F CLUE STRUCTURAL A. ADIESIYE Ib' or_ Nff aF FASTENER - - NMEMWACWj AW LOCATION Rom BENT TO TRW 3' X 13P 16d N!$S OR ELIW. BEE TYPICAL DRALLTYs WC ROLF DETALL. TRW 70 END WALL b X 3K' WANEFSE,AD SGdRB OR E[]lAL 16. or_ EDGE RAIL 70 TRBS V*' X IK' B GA STAPLE OR ELIRAL 4 * EACH TRW - erseutrnre~ rcos 11 _ .c]lJI7JIlUullil Il CREST HOMES 1YlI CLAYTON LAlE PD. GOX b, GB[IIK~D. CO. l06D MTRTm Dig I 1 CIOLORADO DI 77 BUILT F ATE Nerroec~LC FASTENING SCHEDULE fASC44 r0 7RJSS 'W X 2K' 6 GA STAPLE OR EL74Y 3 EACH TRW COTPIwSBKN ST" TO 790 W.• X ]K' 6 GA. STAPLE OR EOReL i EVBir 4 = OOI'FfE881ON 70 RIDGE BEAM VW X 2W IS (a4 STAPLE OR EtlLY i E1921' I4' 7036' aTnc accEe6 TO TRlBS V*' X ]K• a GA STAKE OR EL3L41 Each END OF BLOOL GTPBN'1ro TRBS !r x r foatBEAL eFAD C4NINYUS I SbE TRBB TO &DEIIWl (RN1G1> W X 3%' DIaSIERf#M bC1M18 OR EOILY ] 70ENASED 0 EAL:N iRIBB 1RIlSS TO SMALL (CAFE) b X 34' ~I(AbFEf3F-aD BLS~iIB OR MIA' 3 TL81atl..ED 0 EAGI 7Po188 MN~IK¢ WALL TO RmC~ENLRAL b X 3%. 7(aNEp}EaD bCR1318 OR E(iLAL 8' = M47 BE TQENNLkV) PoDGEBEAIURAIL TO MARRIAC# LW.L b X 44' Y14SIEldEAD SC~IS OR EL]WL 0.OL (MAY BE TOEMLED) RAKE TO irdlSB (RaNC7U VW X 24'5 GA STAPLE OR EG31N. b' OL PME TO TIM (CAPE) 1116- X 1K' B GA STAPLE OR E(iW. 7 ROLLS 6. OL 038 DECKPYa TO TIM V*' % IK' B Ga. STAPLE OR ELiLY 6' OL PERPE7ER Q' OLFES.D OSB NS. RETANER TO COlPRESSICN LYaI1111E1Li1(STAPLE AS NO= TO HOLD N PLACE OBB B{FATf@G TO 611,06 TA6'%h'Y+GA STAPLE OR EGIAL 6.OL FERMETER* Q'OL FEND AND 4' OL fERt£IEit 1 6. OF81 118ED FOR S" NDNG TO L14L.LS TAb• X h' K C.A. STAPLE OR E(Jla1 W Or- (OR AS PER tKseFEtB) DRIP EDGE TO ROOF I' X I• B' GA STAPLE OR ELAN. Q' or. ItDBA.ATYENi TO ROOF VI6'X V IL CA STAPLE OR ELIItAL TO HOLD N PLACE BVIIYiE TO RLIOF - h' ROOFlG NAdB f4i MANFACiI~ SPECS ROOF TRW AT EMS WO NAIL EACH TRUSS TO FATE AIDI V/' X 10 X 30 GA STRAP WTN 6.6 GA X 1 V1' STAPLES OR EMAL TO TIM AND TO WALL STUD, OR 2 EAOH 'S X 35 SCREW EITHER PLATE TO TRW OR TRW TO PLATE, WAY BE ANGLED 30 DEGREES TO VERTICAL. A'SP9PSCN' M OR EOIAL TRIES CLIP MAY BE USED. SECIRM WIN SPECPED NAILS OR 3 - 6 X 3' SCREWS TO TRUSS AND TO TOP PLATE ROOF STRK TURF 1116' 065 SWAT14M OR PANEL SIDING FASTENED S' OC. TO ALL FRAIINS, LAP 2' ONTO FLOOR FRAMING BLOCK EDGES. EXTERIOR WALLS AT COMM - ISO OR RS GA X 213' STAPLES, OR %X 3' SCFEPB • D' O.G INTERIOR WALL TO FLOOR AND TO i ADJACENT WALL - WD OR 5 GA X 2 V2' STAPLE 2- Of, OR 'S X 3' SCREWS AT W' OG FLOOR STIOX11M WD NAIL W' OC. OR B GA X 21/1' STAPLE OR '8 X 3' SCREW S' Or- PLATE TO RPT JOIST. LATERAL 5ECTION ROO' A66SIMT AT OPENINGS 30 GA 11/2' X 10' STRAP EACH STUD TO FLOOR AND ROOF FIRMING WTN 6-16 GA X I VI' STAPLES OR EGUAL EACH END LN04 WALL 16D NAILS OR 5 GA X 2 VP STAPLES OR 'S X 21y' SCREW CEILING RAIL TOENAILED TO TOP PLATE W' OL. SIEAT14M EXTENDS ONTO ROOF FRAMING EDGES ADD END JONT5 ON STUD OR SLOMM lA6' OSB OR EQUAL WD AT lb' Or- OR B GA X 2 W STAPLE OR 9 X 3' SCREWS 2' MN ONTO FLOOR FRAMNS WD NAILS OR 5 GA X 2 V2' STAPLE OR ' 15 X 3- SCREW W' OC. PLUS 30 GA I W X 10 STRAP UM 6 - W X Ily' GA STAPLES ORE Iffi. EACH END. END WALL I SMHNff C ROT WHO TYPICAL ~ 2 M21 CLAYTON LANE PO. 00% 10. BERDI , W. DOAD APlRT'GD DT. COLORADO BUILT stall. not TO w T'~.S DIVISION 22 oATl.__ MODULE ASSEMBLY 180-1 RC-23472 G1 I UI' PATIO DOOR 2 MORNI G s - p © DE; Pi 3 1 2 3 ; R 2 FEE 2 DINING DEN Pi BDRJJM, #3 ITCHEN ] I I PADDLE FAN Y 3 ' ~l i i B ] O+ oRr wASN i m 5 ~ i I 15 2 ; C14 MASTER % BEDROOM "LIVING ROOM 6 , D 0 ' 6 _ DLE/ P DDLE-l~ 6 ~yBDR #2 33 3 i FAN FAN O p 0 TV n P PJ " J 6 N 3fi r 6 3 ~ sro_ GFI I ! I i I i 1 I I I I I I I ~ I I I 9 I 3 ' I I 1 I 1 I I I i 3 I I U 1 5 I l . ] 7 ] I ] ] S 9 I 37 3 ] ]5 ] ] ] ] 3 5 9 • 4 ] 4 1~~1~(~~[~ GN V oR0 W Br: EN ~ 180 I RG 23412 SNOW 2003 W45 REDMAN NOW DEVELOPER SERIES. NEW M BAN 3711 pAttON LANE PO. BOX 10, EIERfNNOID, CD. SD5B 01-30-2003 UPDATE W9NDQU5 ~ D eY: JOE WADLEY 3-BEDROOMS 2-BATHS ~ ~ COLORADO BI11LT II-24-03 CHAWHD TO 2X4 CGN5TRILTICN $CM.E: I/g = i'-0' OR I/4 = I'-0° tom' OM510N 22 DdtE: 03-03-1005 ~ p1 I ELECTp IC" 1 LW`/ DEVELOPER SERE5 03/21/2005 12:13:42 PM D RAIN LINE LEGEND I I-W. PIPE II 3• CLEAN= PLUG 21 3" LONG & JEEP 114 FEND 31 3• L.T.T.Y. 41 3'X 3'X 3" DEL. V4 BEND 2 2" PIPE 12 3• CLOSET PLANCE 22 1-IR• SAIt TEE 32 2"X I-Vl"X 1-V1' L.T.T.Y. 42 4"X 3• CLO FEND 3 B. PIPE 13 I-W. AUTO VENT 23 Z"X I-V2°X 1-V2' SAN. TEE 33 2'X 2"X 1-1/1" L.T.T.Y. 43 3"X 2- FLUSH REDUCER EUSHMG 4 1-I9' CCWNC 9 WASTE 14 24 2"X 2"X I-V2' SAN TEE 34 2'X 1-VS"X 2" L.T.T.Y. L41 -IR• FLUSH REDUCER BU.°.NRYa 3 5 1-V1• P-TRAP E I-V2° WYE w/ FlTT C. 0. ADP. 25 3"X 3•X 1-V2' BAH TEE 35 3"X 3°X I-V1' 1 T.T.Y. 45 1 2"X -Il1" FLUSH REDUCER 911°..HMG 6 16 I-V2" V4 BEND 26 3'X 3'X 2- SAY TEE 36 3'X 3'X 2" LT.T.Y. T n 2- V4 BEND - 21 3"X 3"X 2•X 1-V3" DEL SAN. T. 31 I-W. V6 BEND S 3" GAP o CHAIN IB 3• 1/4 BEND 28 3"X 3'X 2'X 2- DBL. SAY T. 38 2• V8 BEND 9 I-IQ° CLEAVOUT PLUG 19 I-Vl' L SLLEEP I/4 BEND 29 1-IR• L.T.T.Y. 39 3" 1/8 BEND 10 CLEANOUT P-I 20 2' LONG BWEEP 1/4 BEND 30 2- L.T.T.Y. 40 3"X 3'X I-V -5S TEE wa'S. INLET UEC APPRCv AIR AD ITTANCE VALVES CAN EE OPTIONED INTO THIS PLAY Dmsm 22 ET44 Imo: 10.1A ICI` 12A71) Iscu., 7171 CLAVON LINE PD. BOX 10, BERIHpD. CO .00513 01-30-2003 IODATE WMDO'16 COLORADO BWLT 11-24-03 CHAW-WD TO 2X4 CONSTFLICTICN R BT: JOE WADLEY W-4 Z V8 . I'-0' OR V4 1'-0' PLI M MS PLAN DEVELOPERSERES 03/21/2005 12:13:46 PM A K GA GALVANi= PETAL TR ( OR SP V-" EaIAU BY W ME FASTENED BY (3) 16 d NAILS OR EQUAL SUNN9T CREST HOMES ]YJI CLATiQ/ L6`E PD. 00X IO, DERINOIID. CA. DDSD COLORADO MILT PTIIJ.ID DYE 4 TOP PLATE (MIN) STUDS SPACED IS' OR 24' OL. EIMCM PLATE TYPICAL j Al 1 AQL'CMiQI I APJA Y •nVO DW XJ Y/' STAPLE Q' OL, OR 9 X 3' SCRWS AT WOO BUNN U CRF=3U 2= C L%VV0H 0=009 OoOo o OO K 1 0 9 ° 000009 COO 60513 COLORADO ° 000 0 C HANIROH 0000000 0 ° WORLDS LARGEST HOMEBUILDERS NOTE: DEALER: BZ CUSTOMER: SPEC MODEL: 180 IRC 23472 Summit Crest 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. Summit Crest 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 JUN-E3-2005 10:35 FROM:SUMMIT CREST COLORR0 9705324352 TO:3032352557 P.2/2 Vj Permit Number REScheck Compliance Certificate 2003 IECC RESchack SoBware Version 3.6 Rdease la Data filename: CAProgtam FilcalCherk\RL-Schc klSummit.rak PROJECT TrrLH: Serial# 10515 Model 901 Confrm# 30486 CITY: Wheat Ridge STATE: Colorado HDD: 6158 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.12 DATE: 04115/05 DESIGNER/CONTRACTOR: S urnmit Crest / Genesis Homes COMPLIANCE: Passes Maximwn UA - 257 Your Home UA = 249 3.1% Better Than Code (UA) Checked By/Datc Gross Glamng Area or Cavity Cont. or Door PerimetSb R -Value R-Valuc S aW QA Ceiling 1: Flat Ceiling or Scissor Truss 1456 3&Z 0.0 44 Wall L: Wood Ftame, 16" o.a 1253 19. 0.0 63 Window 1: Vinyl Framc;DoublePanewith Low-E C_ 136 0.350 48 Doors: Solid 22 0.350 8 Door 2: Solid 22 0.350 8 Door 3: Glass 19 0.350 7 Crawl 1: Solid Concrete or Masonry 627 0.0 4.0 71 Walt heighr 4.0' Depth below grade: 3.0' Insulation depth: 4-0- Furnace, 1: Forced Hot Air, 90 AFUE -*Lj ,'.Vi , e-zt COMPLIANCE STATEMENT: The proposed building design described hue is consistent with the building plans, specifcnions, and other calculations Submitted with the permit application. The proposed building has been designed to max the 2003 IECC requirements in REScheck Version 3.6 Release la (fianaly MECchedd and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. BuiIdcdDesigner Date 'fry 13 .2023