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HomeMy WebLinkAbout3017 Depew Streeti CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V2---' --' Job Address:` Permit Number:: U l�� G (_ t-4 .-3� sl ❑ No one available for inspection:. Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: `) (�Inspector: � � DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V2---' --' Job Address:` Permit Number:: U l�� G (_ t-4 .-3� sl ❑ No one available for inspection:. Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: `) (�Inspector: � � DO NOT REMOVE THIS NOTICE CITY OF WHEAT MIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: %/V\ k Y2 r 0 0 C_ Job Address: �c) n Permit Number: ;) C) \ C, L) No one available for inspection: Time AM/PM Re -Inspection required: Yes (Wo When corrections have been made, call for re -inspection at 303-234-5933 Date:- —Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office # (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V\/} � YD Job Address:. --,U C_ t ti_j Permit Number: Ll No one available for inspection: Time I AM/PM IN - Re -inspection required: Y6slNo When corrections have been made, call for re -inspection at 303-234-5933 Date:– D - V-1—Inspector: I, , DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201900485 PERMIT NO: 201900485 ISSUED: 03/22/2019 JOB ADDRESS: 3017 Depew St EXPIRES: 03/21/2020 JOB DESCRIPTION: Tile repair, remove current tiles and replacing underlayment,double felt, and batten system. 10 squares. Pitch 2/12. *** CONTACTS *** OWNER (303)455-6203 PANTER SCOTT G SUB (303)942-0277 Kenny D Witten 170287 Terra Cotta Restoration Servic *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 51900.00 FEES Total Valuation 0.00 Use Tax 123.90 Permit Fee 140.90 ** TOTAL ** 264.80 *** 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. 8806. 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% of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75% of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. 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 - 201900485 PERMIT N0: 201900485 ISSUED: 03/22/2019 JOB ADDRESS: 3017 Depew St EXPIRES: 03/21/2020 JOB DESCRIPTION: Tile repair, remove current tiles and replacing underlayment,double felt, and batten system. 10 squares. Pitch 2/12. Ib, in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermt. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or=�� it shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap c le code r regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer From: no-reply@ci.wheatridge.co.us Sent: Thursday, March 21, 2019 2:44 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new RESIDENTIAL roofing permits and for licensed contractors only. Permits are processed and issued in the order they are received. You will be notified if your contractor's license or insurance has expired. The license and insurance must be current before the permit will be processed. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. The Building Division permit counter is open from 7:30 am to 3:30 pm, Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a RESIDENTIAL reroof permit? How many dwelling units are on the property? Yes Single Family Home PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 3017 Depew Street Scott Panter 303-455-6203 Property Owner Email scottandlisa01 @msn.com Address %„� ?0 Do you have a signed Yes contract to reroof this property? CONTRACTOR INFORMATION Contractor Business Terra Cotta Restoration Services Name Contractor's License 170287 Number Contractor Phone 303-942-0277 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address jailene.preisner@terracottarestoration.com Retype Contractor Email jailene.preisner@terracottarestoration.com Address Credit Card Authorization ccform.pdf Form DESCRIPTION OF WORK TOTAL SQUARES of 10 the entire scope of work: Project Value (contract -5m� value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or both? (check all that apply) What is the specific pitch 2/12 of the PITCHED roof`? How many squares are 10 part of the PITCHED roof? Describe the roofing Re using existing tile materials for the PITCHED roof: 2 Type of material for the Tile/Clay/Concrete, Metal PITCHED roof: Provide any additional Tile repair remove current tiles and replace underlayment ( detail here on the double felt ) and batten system, then re attach current tiles description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything 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. Yes Yes Yes Yes Yes 3 Person Applying for Tim Hinkie Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Roofing PERMIT - 201703797 0,5 4,5 PERMIT NO: 201703797 ISSUED: 07/12/2017 JOB ADDRESS: 3017 Depew ST EXPIRES: 07/12/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Vista asphalt shingles - 19 sq (8 sq pitched / 11 sq flat) *** CONTACTS *** OWNER (303)454-3351 PANTER SCOTT G SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,507.00 FEES Total Valuation 0.00 Use Tax 241.65 Permit Fee 236.00 ** TOTAL ** 477.65 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final_ approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. 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 eiaStvmcric o similar type woof coverings, a letter of iiSpeCtiGiand apprG4ai, iF_vM the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. Occupancy/Type RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection -ii!- INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof 3 Lath / Wall Tie R Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof a- / ► -7-b Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L� oo ' r - e Job Address: 3 a` t P F lL S� Permit Number: 2 1-7 0 3 7 C) 7 5 C t r v n r t m,r 'F- rte, n11 /I r/ dr- r- s-''' l" e 17 4 U a fZ l c; 9 e 4-V C 0 iT C- r -E _�c ❑ No one available for inspection: Time I r t AM PM,. Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:-' 3 ll5- 1 /1 '7 Inspector: `7--*) DO NOT REMOVE THIS NOTICE <— A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3 c 1- e; w S� Permit Number: a® 1-7 c 3-7 g 7 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:-/ ab 1-1 17 Inspector: `7-_,�> DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /Pl T Job Address: P-4 e1w, SL Permit Number: -I:Zi 7 ❑ No one available for inspection: Time r AM/Pm Re -Inspection required: Yes �No` When corrections have been made, call for re -inspection at 303-234-5933 Date: �' V ( Inspector DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201703797 PERMIT NO: 201703797 ISSUED: 07/12/2017 JOB ADDRESS: 3017 Depew ST EXPIRES: 07/12/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Vista asphalt shingles - 19 sq (8 sq pitched / 11 sq flat) *** CONTACTS *** OWNER (303)454-3351 PANTER SCOTT G SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,507.00 FEES Total Valuation 0.00 Use Tax 241.65 Permit Fee 236.00 ** TOTAL ** 477.65 i *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. A ® City of Wheat Ridge Residential Roofing PERMIT - 201703797 PERMIT NO: 201703797 ISSUED: 07/12/2017 JOB ADDRESS: 3017 Depew ST EXPIRES: 07/12/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Vista asphalt shingles - 19 sq (8 sq pitched / 11 sq flat) t, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized byte legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this perm►t. I further attest that I am legally authorized to include alI entities named within this document as partes to the work to be perfed and that all work�be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWI'or CONTRAOR (Circle one) Date` I. This permit was issued based on tW information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermitfee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any es applcode or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 'Lo1701A From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 29, 2017 5:11 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application 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 Property Owner Email Address 3017 Depew St Scott Panter 303-454-3351 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name J&K Roofing Contractor's License 019983 Number (for the City of Wheat Ridge) Contractor Phone 303-425-7531 Number Contractor Email Address kathyv@jkroofing.com Retype Contractor Email kathyv@jkroofing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Malarkey Vista Material Select Type of Material: Asphalt If "Other" is selected Mod Bit above, describe here: How many squares of the 8 material selected above? Does any portion of the Yes property include a flat roof? If yes, how many squares 11 on the flat roof? TOTAL SQUARES of all 19 roofing material for this project Provide additional detail Roof 3/12 and 1/12 here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 11507 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Kathy Vendegna Email not displaying correctly? View it in your browser. 3 CiLv of ge Date: COMMUNny DEVELOPMENT 9 j� p � Building & Inspection Services Division Plan # �r�`" "` (�l 7500 W. 29" Ave., Wheat Ridge, CO 80033 Lj ( G2 a Permit # Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Property Address- DMAJ 5� 2 Properly Owner (please print) � C'V � QAg0- Phone: ?J �✓ ` - 3351 Mailing Address: (if different than property address) Address: City, State, Zip Vontractors City License #: Phone: ` 03 - 4 2ijl 6) Sub Contractors: Electrical: Plumbing: Mechanical: City License # City License # Description of work: ��- � �c►�i� R lace g ' o�a �4� �l�r ^- ir1 wool 1 I City License # $ ontract Value: �-7 L$ RReview Fee (due at time of submittal): Squares— BTU's Gallons Amps Sq Ft. l$ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) 6]QnTACTOR) rr (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: ZONING COMMENTS Zoning: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer:: L S SIGNATURE: DATE: DEPARTMENT USE ONLY OCCUPANCY: FIRE DEPARTMENT;: 0 approved wl comments 0 disapproved ❑ no review required Bldg Valuation: CONTRACT40 AK Roofing BBB. 13000 W. 43rd Drive • Golden, CO 80403 1s0 -20 -- Phone: 303-425-7531 • Fax: 303-425-1562 www.jkroofing.com Representative D W5, %Lm n-rq,!C Contact 01"-1 Q- KOC''a \1 \, Date /� 20j-) Name CtLI C6: Phone 3D3- 45q— 335'1 email 5c_orrn,.eDt Address 3010 61CJ alr i �f City Zip Dd Y� Pinnacol Assurance Cincinnati Specialty Underwriters 303-361-4000 303-653-0023 Workers Compensation Insurance General Liability Insurance Policy #4079290 Policy #CS00061742 LABOR AND MATERIAL SPECIFICATIONS, TERMS, ,Extra work A_&QL%_Aa0jja 5 AND CONDITIONS. PLEASE READ CAREFULLY: Recover roof with hWAgAACj •TI fL �I Color of shingles �,,J&CrAod( IALCRQ l� Manufacturer's Warranty LV___ Tear off iW Install Underlayment 1 ,5 1.8 Ll 4 el Double all Eaves c Sr(t&3rP Re -Flash Chi and/oryligh s�¢eaF New Valleys _Wr Vi Replace Ridge AAA1Ai Ahn Ai AIA"A :r..e(L N Ventilation 4 yiDmS an{ (o_MA.7e [jO Galvanized Fasteners (Qt,`�L SSI, [ Replace Ai Q, — 94A(SQElt- Plumbing Jacks Paint roof stacks to match Cj Installs,,) w 4,-,. L etal Edging /r 5XQA(X4 Patio or Flat roof 7 Year Warranty on labor J & K Roofing to furnish all material and labor Permit: X Included NOT Included [P Clean-up debris and haul off all trash from roof [� Roll yard with magnetic roller Gutters cleaned of roofing debris Decking Repairs $4_9�_ per e Hidden Layers (tear off) $ 5,ftjr Go_ per layer S k4�_-C Co (Gamer) (Policy Number) L4.1 (A'830 S_L0\0 (Claim #) vA if tor) The property owner isX is not_ using proceeds from property and casualty insurance policy. Deductible if applicable $ I OUO .259, Per Colorado State Law CRS § 6-22-105 which states; 100% the responsibility of the homeowner to pay this amount. J & K Roofing will not reimburse or promise to reimburse in whole or in part any amount of the deductible. Estimated Start Date y PLt~ss PtPP>�� TOTAL ESTIMATE $101-0N j q . s.,. CSP GCIn4wrt-3 ALL PROPOSALS ARE SUBJECT TO MANAGEMENT APPROVAL F.PAV.vVo J & K Representative Date Homeowner Date Homeowner (Mortgage Co.) (Mortgage Loan Numbed Expiration Date l 7R - Date You have the right to recind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the proceeds from a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after receiving written notice from your insurance carrier that your claim has been denied in whole or in part. However, J & K Roofing is entitled to retain payments or deposits to compensate for roofing work actually performed in a workmanlike manner consistent with standard roofing practices. PLEASE SEE REVERSE SIDE FOR IMPORTANT INFORMATION Kathy Vendegna From: no -reply@ ci.wheatridge.co.us Sent: Thursday, June 29, 2017 5:11 PM To: Kathy Vendegna Subject: Online Form Submittal: Residential Roofing Permit Application 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 Property Owner Email Address 3017 Depew St Scott Panter 303-454-3351 Field not completed. The City of 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215-6713 (303) 234.5900 ~heat 'Ridge City Admin. Fax # 234.5924 Police Dept. Fax # 235-2949 PAT6: Oct. 1.G, 200G TO: ACCOL-tV'vHV'vg ptpClrtVV\.eV'vt FROM: ALClV'v wnLte, PLrector Of c.oVV\.VV\.L-tV'vLtt:j pe\IeLo-pVV\.eV'vt SIA.~EiC.T: FINAL EiSC.RDW REiFIA.ND/REiLEiASEi ReLViA.bL-trseViA.eV'vt reqL-testeol for fLV'vIAL escrow fL-tVl-oIs beLVl-g nelol for: 301.)'- Depew st., WneCIt Ri.dge, c.o Tne LClVl-oIswpe lViA.proveVV\.eVl-ts nlAve beeVl- coVV\.pLeteol to tne C.Lt(j of wnelAt RLoIge's slAtLsfw:tLoV'v. RELEASE TO: MoV\.~ c. D~vct~V\.ls ADDRESS: 30i"r Depew st.. whwt Riolge, CO 202~ 1- AViA.WVl-t to be refL-tV'voleol: -* 1.,GST.oO J[/rlt ALClV'v wnLte Dlvectov of cOw"w"V<.V\.lttj DeveLopw"eV\.t o RECYCLED PAPER 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 The City of Wheat Ridge 28 September 2006 Mona Dardanis 3017 Depew Street Wheat Ridge, Colorado 80033 Certified Article Number 7160 3901 9&44 633& 9500 SENDERS RECORD RE: Landscaping at 3017 Depew Street Dear Ms. Dardanis: A landscape escrow was submitted to the Community Development Department on January 5, 2006 for deficient landscaping at the property located at 3017 Depew Street. This escrow was for the installation of sod and one street tree in the front yard. The escrow taken was in the amount of $1,657.00. This landscape escrow expired on May 15, 2006. The Code of Laws specifies that landscaping shall be installed on a property prior to issuance of a certificate of occupancy. In cases of extenuating circumstances, such as inc1imate weather, an escrow may be submitted. All landscaping must then be installed prior to the expiration of the escrow period. If the landscaping is not installed prior to the expiration of the escrow period, the City may keep the escrow and install the landscaping. Any costs accrued above and beyond the amount of the escrow will be recovered through a lien. This letter shall serve as a notice that the deficient landscaping must be installed by October 13, 2006. If the landscaping is not installed, the City will retain the $1,657 escrow and install the deficient landscaping. If the costs for installation exceed the escrow amount, a tax lien will be placed upon the property. If you have any questions, please feel free to contact me. I can be reached at 303.235.2849 or tcranelal,ci. wheatridge. co. us '....2:.A.;i~i~.N~;.;t;.;;.......-.................--....--.........--.._.... ml ~~llml SiVfu- Travis R. Crane Planner II 7loWl 3'1]], 'lIl~~ 1.331 'I!iIII o Agenl , o Addressee : DYes ONO 3. Service Type CERTIFIED MAIL 4. Reetllcted Delivery? (Extra Fee) Dyos 1. Article Addressed to: Mona Dardanis 3017 Depew St. Wheat Ridge, CO 80033 1'(',0; ,. ,. C' '.' ?nljr c:. 'II,') Mona Dardanis 30t 7 Depew St. PS Form 3811, July 2001 Domestic Return Receipt 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 The City of Wheat Ridge 28 September 2006 Mona Dardanis 3017 Depew Street Wheat Ridge, Colorado 80033 RE: Landscaping at 3017 Depew Street Dear Ms. Dardanis: A landscape escrow was submitted to the Community Development Department on January 5, 2006 for deficient landscaping at the property located at 3017 Depew Street. This escrow was for the installation of sod and one street tree in the front yard. The escrow taken was in the amount of $1,657.00. This landscape escrow expired on May 15,2006. The Code of Laws specifies that landscaping shall be installed on a property prior to issuance of a certificate of occupancy. In cases of extenuating circumstances, such as inclimate weather, an escrow may be submitted. All landscaping must then be installed prior to the expiration of the escrow period. If the landscaping is not installed prior to the expiration of the escrow period, the City may keep the escrow and install the landscaping. Any costs accrued above and beyond the amount ofthe escrow will be recovered through a lien. This letter shall serve as a notice that the deficient landscaping must be installed by October 13, 2006. If the landscaping is not installed, the City will retain the $1,657 escrow and install the deficient landscaping. If the costs for installation exceed the escrow amount, a tax lien will be placed upon the property. If you have any questions, please feel free to contact me. I can be reached at 303.235.2849 or tcrane{al,ci. wheatri d ge. co. us Si~ Travis R. Crane Planner II Mona Dardanis 3017 Depew St. .. ''_'...,. /',"_'-,-",'~, ,_A/ -'-,'J- .......'_y'__^'.~~../~~_.......-. '-_/',_~._'______~"~-/-,-"",,,,"~'_-'-..' --,~v.."'.---. ,'-/- . "'.",^/, /_rV'-J'_-"_._~-/ ~,_r-~' , Date: ?;\:+\ 0 (p A Certificate of Occupancy I Completion has been requested for: ( ADDRESS: ~O\\ D(\>~{D st, ,v~r;/ ~I\C>(\ ~ D (\ / L\tJ\/ ./\.IP , , < : PURPOSE OF STRUCTURE: ~f?- Building Department APProva~:;;? Remarks: > Zoning Approval: ~'t /AI''lt;~ klA-" cJk.,') - f '1/JJ/O~ \ Remarks: Remarks: , Public Works Approyal: < Fire Marshall Approval: , (If Applicable) ~~ , \ , Remarks: , . ( Sanitation District Approval: . (If Applicable) Remarks: ( Water District Approval: : (If Applicable) Remarks: . -.y'v".. "."_. "--"-~,."_"'V'-.,,,,,,,/'~ "~"""'''',,"~,'''.'', __,,_,"^,.~-, '-""""....._.........,...... '" ',-"/'./'~" ,"'~-/'-~' .-" .".'.-....... ,,-- -", ,"^,"",--^--""',"_"",F_,__,-~"A_,, "'v"""',,-,-,,--,,,"___''''v'''./ . 'v'v".. ,-F,./'../Vv"-./'.-'v''',/,v', COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: ,,;V/7 /J/PrzJ-5/~ /::P./// /)/~ hAI9/ / ~ &/77~ hYjU~<;;cnoT .R/~J/.R""'/") / /-.x~<vnA/ OR --JP/A'\# hi'Y~ ,,? ~ /}dr-/L/N'6 ';;<)77?I'r7Z..JA?~' ~-<;; /Yo'/" ... " NF/"'l" .....5/0;;- ,s~,4>/2"'..K' /€L/.2')/:k>~;:r-;- ~..' S--...s"'~ ~ aR""-OQ'</' -3 ;7 ~A:Je~ .oCG< ::-:[' /b#/'~' ~r /fi. ~h<?./) - - ~ ~/7fiV--;// /2/rnJ?:r .-/ - O/j~>) ~1 /A/ a....~::, ~~/..r ~"f~ '- "lJn15"r~? rSb~?T-/ ~K ~~~ -f. ~ L~o,d ,c-O.< LAA/.OSt:WPP'..r6' When corrections have been made, call for re-inspection at 303-234-5933. D.'" tk'Y.-f -d,c: d~/ pector DO NOT REMOVE THIS N~TlCE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: ....5tJ/'7 .,DCPEW ST~7 /:(~.H,-9...v/CA?L- ~#/9L /. > V? /).,L-A//'" / -o-h"~ /""~......,.... Lh. / -;>", y/ rR (9 .krV~ '- OK' ~/-~ .~,;t...; O/~~~/~A/./Yp..,/. 2? 1'-" ()RV/-.P L/FlV"T /A'CS;,~'Y:: /.1./)// _ (AN /1/'(')/ .4'~'#' /)R Y.-cR h?)/PP~ //*~ -3.:7 ~tJ/l~~/c ~l;vy/-k'.. L<> /Yo/ ;:::":;;;;;;p r7Y~.R /Vt"?/ /M<)/7-J// ~ e L j ~#// V,A='("YJu AR/-:-//. When corrections have been made, call for re-inspection at 303-234-5933. DO NOT REMOVE THI Inspector Date: COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: ,'h17 /)rPrbl ... 'S/k'~q- .P//.JN.6'/~ HN'fi/ / ? AA'// /V/.6T 8;=. A/~C:;c./A-' /= ~ HF7N'/l //h#r /VoT f"}ic /if~A/T"'''^ hl//?, , FTh' ...I:S/AN'O;E, 5//\/K 2'" ....sWideR h'b'9C> L-=/'9K//V'6- L' L 8.4' m'Roo....... 3. ;. Si::.CUI'?c: #C.-iSE 8/9S //v7C) ,ot:<./"I!;:.:.L..-;,yiG ....'S~A'C . 4.' ~;..-f7?V.e S'~ dJ ~ ~s) 5.? 201""-.(1'//\/& /A/t0-Vh~ //\/ "L/AS~ 8~nJ/<4' ... ~j//)/.*, .;" ~ '7E.' YN7A.':5 M~ ..-1H1r ~//;'/:> When corrections have been made, call for re-inspection at 303-234-5933. DO NOT REMOVE THIS Date: /0/'2 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: .Jo;7 .DEPeW' ~~ ~/R7/(>//, ;//V',4/ /. ;;. 4YlN/7 /d/R"c L"- L/rl~ ~ A:4N1G'E' h"rY-'O .? ? A._ /$ ~/:<'<:':,."",'6 e ~/V';:;:L< /;bt:7.o. a..... A:4- .):.p/ AV'''' ~ /.V'm;;;r ~ or OP~A//V/. ./ ..) ~ 2:~-;~ r-~~.~. . I ~"'70~6- ~. ." .---~ 5 p &dLi::-7 /d~.z:.) /YN !L//k'//Y"'; //\/ M/:'/J&E ~A:)U /JAit/A7""-:/ t? AI#, /t#~/)/~<LK ./9?A//- />'V:4?/<{"'J m hN~W v/V7.S 1.'" lUg 'pfta}r //v'a5L. CZN/L;_~ ~/y'-;r {Ji?c/v /J6?FL-*'Y Y CJrJ '-' When corrections have been made, call for re-inspection at 303-234-5933. DO NOT REMOVE THIS NO 'CE Date: ..201"'2.. COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: ,"if7J'7 /J;Pr/../) ~ "')~", / . //A//9L ,=/ /y"nr;? /' ,q:? &~'/ 0/77 P'73 4R~./1,??/" ~>>...vC; PA7~ V //1/ //A'S7ft:,R ./~7h1..Ra:>t4 , When corrections have been made, call for re-inspection at 303-234-5933. DO NOT REMOVE THI pector Date: /or2. COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: :fJ/7 D1=pr-,^/ S-yRr=i=I r/AI,&:JL ELEC7/(>/ C /.'''' A/ln /J1//~R /'I/. "'Ide::: e If};::>/ ~ >< RECCPT"';l~:'LE oU7Z.ET /'QR /)), W;!, /A<J:/AR . ;?" Lj~IIT ,0' )/Till?/=' S ~ /\/7/'#/-/'-/ Z3"Lfi/llD rA// /,./r: AR/=' /V/.C;,<;'hVr;- LAN;=><; - /)0 /I//:?T ,6~~//1 3r;;;- ,c/x7Z//?,c. (ntlOtR) 2' O-l/l#AlEL ~ /.IAN,o T/? COI.//-=R ,Z<; H/lNr;: r7r:F' . ~;:,L cJ" :: L~HP-<; _ fYJ Nrl/ _J ___ (8/,7,-_ ";sIDE. rJ,c .J3,UW'L)) 4.. 7.4-f'.hO~./ /- /7/JT7I-""/ @ cJr r7n::/V'#'/'~ ~/- (f'mx77lP) r:R/.-/-l77k' 77Jq~.? / ~o.M' ~,cy;/- . ..s:.'"R4J-.1G; Nd>D k'H;R///f'/-<' /1/'4 /hH'//~:7.?'R ;; /$R,L N4 U//~ /-A~X?S ~ // /(,/1 (!Jl ~N';,:i19 /R/- ~;>' 77/;/177=# /))nsE /Cx7ER/oA W/lLL Sa>HL'~.s G'J /7(?orrr EN'7"R'I'. When corrections have been made, call for re-inspection at 303-234-5933. DO NOT REMOVE THIS NO ICE Date: .Lo(z COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: .1()/7 .D~&<1S7kFr7 hrhqL a..c=CTRr 7. ;> 772;1I??=1I/ L...COSE #"f' C]:J,v,v.eC-7'O,.,z @) C~/lr:.F .o/:5'~)fiL 8. ",'::r;v ///l<';.c/ /N' k/'77'#~AI ~. /1/C7 AI _O_~R /.d#~P.F /VPI /d/R/A/'.4 ~ ,F/'y7l/R,F FA//'L/1<;//Rr _ ;> ,r::;-/f1J//A//l T /}A#".o AS ~E & / #r:7A/ / I/" ////9 7JI'-R rO'<? L::LE---;'i('/C SCRt://Ce &,,<?Ot///O . /~' '>~<,~7::A/~/::7?C""/ (J ~,q;/JH.O /'LA-"/P ZZ; _---'- /-'.//l'77-7P p/p/,v& &C/V.5~ /JF PA/,vr . 7?r /-I/7/t/Y / /r' U< 7/) / L<;T / II STOPPELJ/I'6P.L:C?/.ON GJ /,Rc';</r ~y ~ /?7Z#FA/ /WLY. When corrections have been made, call for re_inspection at 303-234-5933. DO NOT REMOVE THIS Date: City of Wheat Ridge Planning and Development Department Memorandum TO: Accounting; Address File SUBJECT: Travis crane~ Landscape Escrow/3017 Depew St. FROM: DATE: 6 January 2006 Attached is a copy of an escrow agreement for the property located at 3017 Depew Street. The escrow is for landscape area that could not be installed due to inclement weather conditions. The attached contractor's bid from Kremer's Turf Farm details a total of2,500 square feet of sod to be installed. In addition, one street tree is required, and has been added to the escrow. A check for $1,657.00 is attached, and shall be held until May 15, 2006 or until the deficient landscaping has been successfully installed. / I , City of Wheat Ridge Planning and Development Department Landscape Escrow Allreement 1bis agreement made this ~ day ~f ~,200(P by and between the City of Wheat Ridge and jJ\Ol'\CL L::n.rzt/l.1'\.l ~ (contractor/develope6"wn5>r)) Escrow in the amount of DOLLARS ($ ) is being held until all landscaping improvements are completed at, 2o(~Lll ST, 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 "5/1"" oIP ,(date) the City of Wheat Ridge or its designee shall have the 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 ~ J , ~ J 0" has expired. f , Approved and Agreed: contractor~wner .. .Y ~ vM 1"'\ ^ -A' Signature (y(If)... \....!wuM1S Print Name \\<;",/o/" Business Address OiJl\Q.1" Date Title City OfXdl!a co~orad. 0 By: }Jit J Title: CbJviWtul1\~wefoPM1Mt OIrec-7l:W h I Date: I Ie; 0(0 I I V.]V~/A~VO ~L.~~ ~~~o~~~uv~ ,",~IYll:.~::' I Uf'Ir r .:4~.I1'1 ~141:x:. (;1.. Kremer's Turf Farm 30101 E. 1520d Ave. Brighton, CO 80603 303-659-\982, 303-659-1948 FIX - 303-659-3009 2005 $od price list Kentucky Bluegrass - .31 cents per square ft, Plus delivery & tax. ,28 cents per square ft. Picked up. Plus tax. Fescue - .37 cents per square ft, Plus delivery & tax. .35 cents per square ft. Picked up. Plus tax. QlJjverv charan under 1,000 sq. ft, ~ $70..00. 1,000 to 2,500 sq. ft. - $60.00. 2,500 sq. ft. and above - free delivery, r:;~ft.f.S-Ort.."" 7-roO "j. rod-. fll" fl' ::::~?7 r-: 60 flU. s 1d.x. 01/04/2005 10:14 3034241125 ECHTERS GREENHSE PIlGE 01/01 - ",,- ...-. ",,'" ...... f€chtfl.ril GREENHouse. GARDEN CENTER, NURSERY AND PATIO DATE ~. "\ . 0l\.si , COMPANY FROM ~'~ ...c-..~~ MESSAGE: TO \"\~~<.::'-. - FAX NUMBER '\ 6-0 - ~~ d. ~ () '1 e:, ~ NUMBER OF PAGES INCLUDING THIS PAGE \ . \~~,::~t:~":~,~,~~" "\.\~~ r~~;:~~ ~ ~ J.-QJL : ~ 1 * ~~"' ()~ <:II) ~\i,~. \\n ~~r\lC'\~' ~<;:l' "'-0 r\.!:I ~ ~ u. 'I> )d ~. "" ~~ <l. C\. ,,---;:-\-, , X'<'. A. 'l\~ \'>. rv.. Q. ~" ~ r-..C), if'> Q ^ . cD 0' ~ C\.{'fll'\ . 'i :-AC\ _. . \, ~ N (\ ~ '1M.. .u(S \1:\ tv . ~ 8170 West 52nd Avenue Arvada, CO 80002 Telephone 303-424-7979 FAX 303-424-1125 . " . :1- COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 3JI 7 ~E.W .S/. RmclI- PLU.H/1/#& I. > M<\' P/A"/V&'<'<; Nn/ hf)/./J/A/C:;: ;0 W~P/ p/} < <)'PL//,A"<; ~/A"/~/7 /)/t?/ PAnP"E/P/ Y /N<;;r.4'//~ ~// NAAf'/.c:A77/R;R<; //V~/4"'A770/l/ /f(J.5/' 8~ ~k'~/V/r7A1'<)/77- /YoT />X'{WN~ ./~,.q/C'~C'JA/ /Jr.oe"#~O'A./, (J/<' J8 ~ft'Yar-.#Z? LX/2;7'fp,€ evAZL O'A/LY (f2h7- L/' -# #'L:;?e"..,;9-n/' /;?!C7CJfl' Y .R6P.' < -?n. ? - ( f'/)7 - / ;eLJ Nt:UW ..o,/~" A'1. /0-)><4 When corrections have been made, call for re-inspection at 303-234-5933. DO NOT REMOVE THIS N Date: COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 3017 DEPEW STI<E.E:I X'(1I /ell - FR,4# F I ~ f-Jo/Sr .sADDLE COA/A/B:7V-'<'S. ~ jS"S #U5T /?,C-. /7///-/) /d /77-/ /A.;;;:;.A/.-L-:k' ~ <!!:J /7// L p/" //.E7/P-477 /'77\/ IE: ?7 / A<<:; R.t:ct'JJ/RFTJ e 8EI'9M /'IE7??L ,~:~~~:K~ ' ,~__6 _~ ~"E fl {),u/'?/h"h .8R,Ad:# sz.;,P,PL/e:> OK 7?J /AL9JD9'7'7' r"'/':/L/A/k ~(LC;C:: When corrections have been made, call for re-inspection at 303-234-5933. Date: ~/.1-tJ5 ~~ / Inspector DO NOT REMOVE THIS NOTICE ~ ~~ Colorado Engineering CASTLE ROCK 15 s. Gilbert Street Castle Rock, CO 80104 MONUMENT 19375 Beacon Ute Road POBox 1298 Monwnent, CO 80132 Phone: (719)488-2145 Fax: (719) 488-2895 WOODLAND PARK 321 West Hennetta POBox5816 WoodlandPark,C080866 Phone: (719)687-6077 Fax: (719) 687-6151 Phone: (303)688-9475 Fax" (303)814-2454 Ii OeotecMka' GrO"". 'nf. PROVIDING' . SOlL TEsTING & ANALYSIS . PERCOLATION REPORTS . FOUNDATION DESIGN . SEPTIC DESIGN . STRUCTURAL DESIGN . STRUCTlJRAL CODE PLAN CHECK . REsIDENTIAL DESIGN . HOME INSPECTIONS . PROFESSIONAL CONSULTATION . ExYERT TEsTIMONY . FORENSIC STUDlES . GEo-HAZARD SURVEYS . DRAINAGE REPORTS . PHASE I ENVIRONMENTALS ~ . ADAMS COUNTY . ARAPAHOE COUNTY . CHAFFEE COUNTY . CITY OF AURORA . DENVER CITY AND COUNTY . DOUGLAS COUNTY . EAGLE COUNTY . ELBERT COUNTY . EL PASO COUNTY . FREMONT COUNTY . JEFFERSON COUNTY . PARK COUNTY . PuEBLO COUNTY . TELLER COUNTY . SUMMIT COUNTY www.coloradoengineeringgroup.com SERJlING EASTERN COLORADO SINCE 1995 SEPTEMBER 16, 2005 JOB NUMBER: 041-0748 Brandon Dardanis P.O. Box 9954 Sedalia, CO 80209 RE: Site Visit at 3017 Depew Street, Wheat Ridge, CO 80214 Dear Brandon, In accordance with your request, this office conducted a site visit at the above referenced address on September 7,2005. The purpose of this visit was to inspect the existing roof and floor framing systems according to the pre-approved engineering plan. The existing single-family home, using the Tech Block Building system, was installed according to the engineering plan (dated September 20, 2004, ref. project no. 2419 with owner change dated March 28, 2005), and will support the design load specified on plan if the following recommendations are adopted: (1) Add 2x6 horizontal bridging at each roof corner (attached to minimum three truss top chords) (2) Provide \/.." thick x 6"x 6"min. bent plate with (4) \1," x 4" min. lag screws at the girder beam to girder beam connection bearing at the 12" diameter post (3) Provide min. 3" x 18 ga. or heavier strap to seal off the continuous cut out opening at the existing wall sheathing (nail spacing per plan notes) (4) Coordinate and verifY some floating wall locations with floating wall base details (5) Provide twist straps (Simpson CSI6 or MST48 or eq.) at the roof girder truss to window headerlbeamlpost connection if uplift force exceeds the typical H2.5 or other connector capacity specified on plan. This report does not express or imply any warranty of the future performance of the proposed structure. The opinions and recommendations presented in this report are based solely on visual observations available for viewing at the time of visit. No other inspections or aspects of the structural performance are covered under this visit. It is the responsibility of the owner to insure that any pre-requisite inspections have been completed prior to the issuance of this document. We appreciate this opportunity to serve you. If you have any questions, please do not hesitate to contact this office. Sincerely,<:;C:" ~ ' ) fU'( /;~~'~~ {'2ci.152 ~ Ken W\i,l~~ blo!> \ ,;~l COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: &/7 ~LtJ 57 A:JL/6#-~/a /. :? I/G:r~ /V'H &;/ /.5 Ot/~ 80/ 'LL &.ec-< 7/tJ1f!oC/G# ~t?or- .-1. ,. "/?'L :::-&'4CS e; :"q. 3? d ~ LL--;>S /7<"fT /:;Yd/J9:./.~__ff/,R~ /~#~ ) (, ./ Au-"P/;) / / ,/Y/,.Q /..d<'#'/7- ~ /, ( When corrections have been made, call for re-inspection at 303-234-5933. Date: dtf',ZP'-o5 DO NOT REMOVE THI Inspector 04/19/2006 14:36 FAX 3038890707 Ang1oGold N A Inc. III 001 Date: April 19, 2005 Travis Crane To: Fax Number: 303-235-2857 From: Mona Dardanis Number of Pages: 1 Subject: 3017 Depew Street Dear Mr. Crane, I would like to get an extension on finishing the front yard of my house at 3017 Depew Street. I have had several contractors take a look and they have been very slow in responding with a bid. In addition, my work is taking me out of town for more time than I had expected. Therefore, if I could get an extension to the end of May, I would appreciate it. Thank you for your consideration. ~~~~ Mona Dardanis OOKOUT NGINEERING STRUCTURAL SOLUTIONS 13601 N. 12'h Way Phoenix, AZ 85022 V 602-795-9080 F 602-795-9081 Project: Dardanis Residence Address: 3017 Depew St. Wheatridge Denver, CO Client: Tech Block of Arizona 3116 E. Shea Blvd., # 232 Phoenix, AZ 85028 Job No: 246-04 October 19, 2004 March 29, 2005 Date: Rev: 1 PAGE 1 2 - 14.2 15 - 18.2 19 20 - 27 Rev 1 STRUCTURAL CALCULATIONS INDEX ITEM Criteria Framing Posts and Foundations Lateral Note and Load for House Lateral Analysis for Garage Wood frame garage added. Pages3, 4, 14.1, 14.2, 15, 18.1, 18.2, 20 - 27 revised or added 1.~~'> '),'1 ..~ . . !~m"OOKOUT . I;;;NGINEERING STRUCTURAL SOLUTIONS Project: Oardanis Residence Date: 10-04 Job No.: 246.04 STRUCTURAL CALCULATIONS Client: Tech Block of Arizona Information Given: Plans and Elevations Job Requirements: Tech Block Desiqn. Gravitv Desiqn Construction: Wood Roof, Tech Block (Masonrvl Walls Governing Code: IBC 2000 &2003. IRC 2000&2003 Materials and Allowable Stresses: Soil Bearing Pressure: 1500 psf@ 1 , - 6 " Below Lowest Concrete Foundations/Slab-On-Grade: fc= 3000 psi @ 28 days Elevated Structural Slabs: fe" ----- psi @ 28 days Other fe" ----- psi @ 28 days Masonry: ASTM C9O, fm= 1500 psi Reinforcing Steel: #4 and Smaller: fy= 40,000 psi #5 and larger: fy= 40,000 psi Structural Steel: ASTM A36 fy= 36,000 psi, U.N.O. Bolts: ASTM A 307 Anchor Bolts: ASTM A 307 Lumber: Fy (PSI) Fb (PSI) E (PSI) Glularns: 24F-V4 D.F.-L. - Simple Spans 24F-V8 D.F.-L. - Continuous and Cantilevered 165 2,400 1.8x106 Sawn Lumber: Joists: #2 D.F.-L. Beams: #1 D.F.-L. Studs: #2 D.F.-L. See following page for stresses. Plywood: Floor: 3/4" APA rated sheathing, 42/20, Exposure 1 Roof: 1/2" APA rated sheathing, 32/16, Exposure 1 Wall: 3/8" APA rated sheathing, 24/0, Exposure 1 Wall: 15/32" APA rated sheathinq, 32/16, Exposure 1 Page: 1 l<l i' ~ '" ~ I~ I < l---.-- ';------ It --- , .- , ~ , I r.-.- I Ii! I j!: -----t- """.-. I ~ I Ie _______ I ~:_---_._~ ~ I II~ ____ ~--.- II '~-_._-_.- )- -" 1- 1--------1 I t:=:=:=: t- CED ~~ N< ~u ~~ is', ~ ~ ~ v; ~<I ~u 3~ 8, ~ ~ v; z << -' 0. l~ ~e: " .' , ~ ~ i1 " .I a .J. J J -0 .:d~~ ~6"O ~ii'!l: ffi~~ ~ o o " ~ ~"' "'z ~~ ~u t:!=..:dg 8i". ~~~ !l'~@ ~~ ,~ ~< ~o ~gj z "- ~ c:D 7 1--- I 1---- -- i[:=: 1--- I I ~------------- ---- ~ ----- I 1-- 1--- I 1;.:4: II/',J _ I~-- I ----~ ;e _____=__ _~ --- _:2~____~ --- ~~ I i'jz VJ>-___ ------~~ [:-- -------------~~ -----------81 -- ~ ~ , I I-~- I--T- ..L_ I-- I I I ----+----- I I --,- -- ----, -,---r -,- I G I I -1 __-L_ L-__L__ 1_ I -I I I I I I ----+-------t-- -r-------1- I I I I -t-- I _ _ I ,- ClID r CED ---<t-<";l-u-------- - g.~ 0 _c..s ____ ---------~~- lD:%:@ -----------ti'\~- !;; /,/ /1 (,' \ / ~ I I~~< @Q<, "~__- ~ '\ ~--- , "~ I , -"', ,I~__- ;' \ I / <:ED , , '\ \, 1""'- - - r------- >------- I ~----- ----- I~ g --- ~~ 0"; :------------o"~ ':03 1:---__-;. _ 'I_---~ti o~ :----- ~ ~ I 1-;:;:: ","x :-------=- :----- :------ :----- "3 dv Project: Of.:\R.OANI ') Date: 1 ~''O'v\ Job No.: d.~'<;)+ pOOKout ..NGIN.EERING STRUCTURAL SOLUTION~ FRAMING BEAM SPAN TRIB LOAD REAC MOM USE '\ I t.a' Ll 'J b~ l~ eQ.) (.,') 6 It 1 'l... LL ICJ OL ~ Z. (2) ee' L1- ;,,~ OL l~ ~'I ''1. ) - t:L II ':> ze' Cc' u.... ') \)~ OL l~ +.\ ~9." QLf~l-e E,\& /'y. r1 f{T~ I bL I) S" f1f\1C14 Z 'i) .J \L - (0 l'iArC~ I Lt. "" Y ~-() ~ 1<;1 ldl S.) ~.\ 5'/'7></)7; PF+#A <7 Ol7.. 'l '-to ~l.A/) ~[~ \:.1... IW ol 1.00 c.) \J I ~l ,,' 5 I ~)'''t) 1- Gi> "1 <..: 0L l'l...o OL U:lO I 1..~ ~)~O Page: ~ .../"'i-ooknut . ./ i::ngineenng Str uctu 1131 Sol utio ns []Eev: 580607 -.- U.., KW-0604905. V,,5.80_1-0,,-2003 Concrete Rectangular & Tee Beam Design {c)1983-2003 ENERCALC Engineering Software .- .,..,,:,,","",~,,,~~~,~j;rt,,~~~,,:"'7-'~-:;""~,,:C"'7crc .. '-~c------;-C:'''':',0:f,-:;O;>-:::~i::"''SYf~1;-0':'T~''-'-;_''lE''i7'',iT'>'"i':;::,,~7H'V,''Jil:''''''''''w,;rmr~'","'i!IJ"',,~~, ~,,,(d.~,l~~i,;.-='~; Description Lintel, L-1 Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Dale: 6:20AM. 19 OCT 04 Scope: Beam Weight Added Internally I Reinforcing ""."",__~,,__,-;,-_,'"','.'~~-'..<I,-,,~-" ",,,).-,,_,_..,;;:;,,-h;,,,_l>!~, ,_:__.,,,._,,,,,,,,,,,,,"t"'Kl.W;d'a.-,_"'.,,_-~: ^ "',(i\._ -' ",';'l_____~, ,P_,,~._,_..~,\r,li"",_O\~~.,_"""-,.,Il:<,,_'~,_<,~'''l'F!;I;;<,'_,.c;~,,~~_ ,--'- Rebar@ Center of Beam... Rebar@ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 1 4 5.00in #1 in #1 in -~-- I Load Factoring ,,,,__,,,,,_;,-,,,,,-_,,,M,"W;.<o!!,(",,,,,"~,,,k'i'''-'''".-,;'c,,,'_,,I';~".,';;-a,,,",~p'=,'h1.J_',,",,,,,"'"''';;''''';;_::-~-,'_"_"~.':~"""'-'",lI"";-~,,_,_,.,...,.;;_flfI'<:I^,,,.~~~'''''''li-~'_'"'=_'__Wl;'_ Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACl 318-02 C.2 r~lTrrl(;~mation - . Span . . - Deplh Widlh ,1,,',,',.,; '--"'\;'-:':"..:_:---c:'" 4.00' it .. 6.000 in 6.000 in -':"""j.;AMl".....f-""_,,._,,-~"-"'.J,"""-~"".,,_,.-_~"_,"".""_-",.~"""""*."".""",_!l?';I:.,,,,,,&-,, ;~",_..__~~-,,-J>Y".....-_"',""'_"'''__~-,___~ Short Term Start 0_000 ft 0.000 ft End 4.000 ft 4.000 ft Span = 4.00ft, Width= 6.0mn Maximum Moment: Mu Allowable Moment: Mn*phi Maximum Shear: Vu Allowable Shear: Vn"'phi Shear Stirrups... Stirrup Area @ Section 0.440 in2 ~~ Q_ QE 1= Max. Spacing 2.500 2.500 Not Req'd MaxVu 2.574 2_184 1.092 I Bending & Shear Force Summary J.lJI;M'~J'''''~l!<m~~lhl="iIW....... "",~""",~....."""""",,1'iIt'1l-~....__1Ai<.=~ Bending... Mn"'Phi Mu, Eq. C-1 @ Cenler 4.14 k-ft 3.25 k-ft @ Left End 0.00 k-ft 0.00 k-ft @ Righi End 0.00 k-ft 0_00 k-ft Shear... Vn"'Phi Vu, Eq. C-1 @ Left End 13.97 k 2.57 k @ Righi End 13.97 k 2.55 k I Deflection :~fl"_"-":"':'''.{''''''''''''''''''')~"'""l,),-J__,''~_1 ; '~""""-\l.~;;;;~~C;~l\,;L!1\",;;i,';"",y,..,F;,",VT Deflections... DL + IBm WI] DL + LL + IBm WI] DL + LL + ST + [Bm WI] Reactions... DL + [Bm Will DL + LL + IBm WI] DL + LL + ST + IBm WI] ~:::::N:m.~;i~-~'";O..<~"'"._"'''_.~,,-'<J:ry:.m:t.....'\._.,,' Uoward 0.0000 in at 0.0000 in at 0.0000 in at (1i) Left 1.252 k 2.132 k 2.132 k IUniform Loads :--'..;",~.;..'-'u'" 'i<J._"',c~..,"-"'.-;-""""':M"'".!~,Il!,'1!-.vitM,',','.,-,,1'.__ ' ',;r.:.". #1 #2 Dead Load 0.440 k 0_150 k Live Load 0.440 k k l,\tllli='_''':,q-;-lI.~ :;U''-;V.. '.1 Summary 1: ;,Ii:"':'"~"'- "IS<, 7:HI$R(!if).I~:'-";'wn'''''''f.ii,:ON:~': Depth = 6.00in 3.25 k-ft 4.14 k-ft 2.57 k 13.97 k Code Ref: AC1318-02, 1997 UBC, 20031BC, 2003 NFPA 5000 . _';'_,ni<\~~'_',~"'_''',W'rl'.'~ "",!,~__1J"""' "", ".-", '"-'___'"~'_"':;,.~'l'l!5J9~,__,--_ -,--~- fe 3.000 psi Fy 60.000 psi Concrete Wt. 145.0 pef Seismic Zone 0 End Fixity Pinned-Pinned Live Load acts with Short Term - .,,.,,---,~,' -~ ....., - "" _.=:J ---,,'-.- ~ -. ~ k k Beam Design OK Maximum Deflection -0.0441 in Max Reaction @ Left Max Reaction @ Right 2.13 k 2_13 k 2.000 Not Req'd 1_066 2.667 Not Req'd 1_066 3.333 2_500 2.158 4.000 ft 2.500 in 2.548 k J:ll. ~ Mu, Eq. C-2 2.44 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-~ 1.93 k 1.91 k Mu, Eq. C.3 1.13 k-ft 0.00 k-ft 0_00 k-ft Vu, Eq. Co, 0.89 k 0.88 k .' ~ ,-"-",_~,.,-r,;::,"I'_~""""'___~"'''''I._~~''~ Downward -0.0111 in at 2.0000ft -0.0441 in al 2_0000ft -0.0441 in al 2.0000ft 0.0000 ft 0.0000 ft 0.0000 ft @Riaht 1.252 k 2_132 k 2.132 k -" o ~ :-00 ut. cnglWeenng Structural Solutions Rev: 580007 -- .-. ~--~~:--_."------_.. u,,, KW.0604905. Y,,580_ .1-00'-2003 Concrete Rectangular & Tee Beam Design (~~c9~.~;,;g~~~~~,cA:~~..~,n"~I_~e~:lng"~?~';:~,_-;~;~1r7_;;-~, ':~,::;:r.~c::-,;-:-":':.7,~,-,c:'''_'''--'~i'''l"';:'1:'1r;''1:,[O'~';'''.,,,,~''mc;;:"',"lT<:.'-'Jl,.1'S:n."'<'i,..----n:"7':'-7,.?X"~~" Title: Oardanis Dsg"r: Gary Description: Tech Block house Job # 246-04 Dale: 6:20AM, 19 OCT 04 Scope: , Page 2 Ii: "7C,,"~,~~.~~~?~r=~~~~~ Description Lintel, L-1 L --~--- Section Analysis ;-'~c,-~1i'L-i~'il'"_""."-,_":',"'!!']'A'1-_".'_~~""H",.__,)~-;;Tr.'-;;s'T~.-,_,_"_'",",.,,l'_'i-,._,.,.:,",,-.-,' ";- '. ., _7- Evaluate Moment Capacity... X : Neutral Axis a = beta'" Xneutral Compression in Concrete Sum [Steel compo forces] Tension in Reinforcing Find Max As for Ductile Failure... X~Balanced 2.959 in Xmax = Xbal* 0.75 2.219 in a-max = beta * Xbal 2.515 in Compression in Concrete 28.863 k Sum [Steel Comp Forces} 0.000 k Total Compressive Force 28.863 k AS Max = Tot Force I Fy 0.481 in2 Actual Tension As 0.200 OK I Ad~itional Deflection Calcs ~ ; '_".',.. \:!~:;u,;,,',r.,"'.<,;_');"_d.''-'."'';__,,_,'',j,,'i, """,: lo':', .,,__.-:1 _";;"- i.',.'\),,'1-"'.-'-"',- ~dli""""'"~',,!M~'"";,~,"k-..' . /-1<.-;"".-", - .' Neutral Axis 1.480 in Igross 108.00 in4 Icracked 29.50 in4 Elastic Modulus 3,122.0 ksi Fr = 7.5 * fC^.5 410.792 psi Z:Cracking 83.219 k/in ._~--_._._-_.--_._--'~- ii!', ~-"'-,,,.."",.~ "_,,.,!-:',,'~~"-,,""lr~_.,,;or"""f.(...!le\!ll-Wlii-,~'~'.7<""",,,,,,~~)l1L~m,,,~. Center 0.920 in 0.782 in 11.965 k 0.000 k -12.000 k Lell End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k Riaht End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK 0.0000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK ~ ",.\_.__^.,,,:,,,,.,,-;<",_.<--,;~....,_.Iol';'I",,,";,~UlW"~"'''' <-""~ .~'MI__ Mer Ms:Max DL + LL R1 = (Ms:DL+LL)/Mer Ms:Max DL +LL +ST R2 = (Ms:DL+LL+ST)/Mer l:efL Ms(DL +LL) I:eff... Ms(DL+LL+ST) 1.23 k-ft 2.13 k~ft 0.578 2.13 k-ft 0.578 44.652 in4 44.652 in4 Eft. Flange Width 6.00 in lAC) Fa~tors, (per ACI318-02, apPlied,intern~IIY to entered loads) , __ .-.- ,'_""""_""""'~:"""-'-"""""~;;t.-;',h'~""",",-__-,_:",_",,:_,;,,;.,"__"_,-_",_"-,-,,,,,'",i_~i'll"'.;l-_,',,,~,._~_~iID~=~':"':"_.__:-o:,'...;,,:::o,-"__';;"'i-.-.,~'-'nl!~"illiii~~.<IQJI,."-_ ACI C-l & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"l "1.4" Factor for Seismic ACI C.1 & C~2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"l "0.9" Factor for Seismic ACIC~1 &C-2 ST 1.700 ACI C-3ShortTerm Faetor 1.300 ..seismic = ST *: 1.100 ~ ,j 1.400 0.900 Co ~' ;-ookout. t::nglneenng Structural Solutions . _______'___'_____.__ 1 1""580007 C R I &T D . Page 1 c User: KW-0604905. Ver 5.8.0, 1-Dec-2003 rl: 1 ~;);~~8~~g;.~~~;~~,~~,~~~~~,in,_e~~,i~?,~o~a~.~:,"'" "~~;~~,~;,:"".l'=;!,~~_~~,T:~~~~':~~r!=~'~~~!!~~,v,~~~-q<>~~;,~~~.::~~::..~ Description Lintel, L-2 Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:20AM. 19 OCT 04 Scope: Beam Weight Added Internally I Reinforcing ',.\;".~f~.-:<'("~"~~I"~^j_q,,-,!t'<J_;-,, 'W_~,-, ;"_-h.''-,'~ ,_~",",._,_;:_'.:..ili,,'_lNS'~_i1<""'-.,-~,r(li,'li'!!l.;5_",-,y.-,--.-..~W>lUI-'",-',,"->_1.'~"""Ja&"'""~"""....-,-~~,">>!,,--~.,--,,~""""-'_-~~' Rebar@ Center of Beam... Count Size 'd' from Top 2 5 10.00in 'CCC7G"='"'''''' ...".:,:..:"... '::''':7=,,~~~~_~:~~:"::;;~~:2:;~~:~:..~:~~,,~:~,;=.J 9.00 ft fc 3.000 psi 12.000 in Fy 60.000 psi 6.000 in Concrete Wt. 145.Dpcf Seismic Zone 0 End Fixity Pinned~Pinned Live Load acts with Short Term @:~;;e;a\infOr';;;;rtiO;- -, '_/;nn'_'o!J,;",:;;'--'<~\~'1 'if_',,,,:-,_,-,;>,-,-,,-__,,,,"'--' ':''-,.-",- ,,'" Span Depth Width 1 I Load Factoring' ..----.-.-- --- 1_"__"~,~,~_,..""_...~,~oo,,,,,,_,,,~U_,jI;,,;J,l;~~';d;;"~"'''::J~"',tH',__W.l_,+'',""-,;",,,,,,_",'~~~ I -- _....- Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 #1 in Rebar @ Right End of Beam... Count Size 'd' from Top #1 in Rebar@ Left End of Beam... Count Size 'd' from Top #1 ~ I U"~i!?~":.o~~~<,.",:""",,." Dead Load 0.440 k 0.150 k ~ .,,,,,~,_l<l;';:,IJU_~"'-'llI,,,:ti'''''.5.,,.-,j,_,,~">o:::.:....'.,,"~lOS=W~..".........._',_"",,,_,_ 'n~_~_ _"""-""'....._'l""',..ltl'tld...--. ~~- k k Start 0.000 ft 0.000 ft End 9.000 ft 9.000 ft #1 #2 lfi<;'W'\'I~~i Ifl.:.~~,1]},!I!~z.~ )[ Span = 9.00ft. Width= 6.00in Maximum Moment; Mu Allowable Moment; Mn*phi Maximum Shear; Vu Allowable Shear: Vn*phi Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 Max. Spacing 5.000 MaxVu 6.152 ~. I Bending & Shear Force Summary ,.~,..........._..",...._""",",,,,t:lIi:_""""'~"""""""'''<'''''II_'''U,--,,,~"''''''''_4MI<&m-.n_,",'''w1I......'IiW/~_fW<~ ~ -~ _n Bending... Mn*Phi Mu, Eq. C-1 Mu, Eq, C-2 Mu, Eq. C-3 @Center 24.51 k-ft 16.96 k-ft 12.72 k-ft 6.04 k-ft @ Left End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft @ Right End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear... Vn*Phi Vu, Eq. C.1 Vu, Eq. C-~ Vu, Eq. C-~ @LeftEnd 27.93k 6.15k 4.61 k 2.19k @RightEnd 27.93 k 6.09 k 4.57 k 2.17k ~~!~,~"':~~~..~~~_~-,_"_; ':", "..,C;;",_",-,''-"-.;;-i'0;<'''-<YW",.""",'',,dWlr--:;[ ,":,i?JFo.~.~,=~~;'H'\_ri",,,,^'C.f.'O"'l",._W._"-,'--d,-.,,"~"".,~..,~~l,~jj;,~'_ ~-,,,,-,,,,,,,_....-......... Deflections... . Uoward . . Downward. DL + [8m Wtl 0.0000 in at 0.0000 ft -0.0579 in at 4.5000ft DL+LL+[BmWt] O.OOOOin at O.OOOOft -0.1390 in at 4.5000ft DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft -0.1390 in at 4.5000ft Reactions." (Q) Left @ Riaht DL + [Bm Wtll 2.981 k 2.981 k DL + LL + [Bm Wt] 4.961 k 4.961 k DL + LL + ST + IBm Wt] 4.961 k 4.961 k Live Load 0.440 k k Short Term Beam Design OK Depth = 12.00in 16.96 k-ft 24.51 k-ft 6.15 k 27.93 k Maximum Deflection -0.1390 in Max Reaction @ Left Max Reaction @ Right 4.96 k 4.96 k 1.500 5.000 5.067 3.000 Not Req'd 2.533 4.500 Not Req,d 2.473 6.000 Not Req,d 2.473 7.500 5.000 5.006 9.000 ft 5.000 in 6.092 k I ._J 1- E~8~riWJring Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:20AM. 19 OCT 04 Scope: Structural Solutions [l" 580007 .-.--.-----.----------;;-,,, ~J;~8~}~~~O~~~R~l~~~2'~~~f;i:{~~~; Concr:c~~_:~ecta nc~~:I~:~_~,l~~~~.;~:~.....~;~~~,~. ="'=_77~==,;f,;~~l:f~1! Description Lintel, L-2 --------.----."--------.------- ~ 1'_1 .""",.diP! i Section Analysis .-,.(;~."",,"~W<-,.-,-<,',,u,"._-,,--,,"'h-,"",;',:,-;-; 'c..-"-'-" ..-<> , ;_\,_,"__,'_",'_'_ ,,,!:,',.',,- ,,_ -__ ;<,...I~_'_'-'_ -.,___~~i ,",\~ _,vc_",_""'''_~h'' .7.".'__'_'-i::<:Tf'jC;',-"-,~'.~..._,,',~~,~.,_r:'~</i._\'O'n""""'c"',,",~.-r,~,'__,'_..,.d.ll!""V''''_A'~,~, Evaluate Moment Capacity... X : Neutral Axis a = beta * Xneutral Compression in Concrete Sum [Steel compo forces] Tension in Reinforcing Find Max As for Ductile Failure... X-Balanced Xmax = Xbal' 0.75 a-rnax = beta * Xbal Compression in Concrete Sum (Steel Comp Forces] Total Compressive Force AS Max = Tot Force I Fy Actual Tension As I Additional Deflecti~n Calcs :_.""f"...,~k""'" ;-~-,'"l>'rl_!,"-,._,,-, 'W:Jol'.,':'- ~'i'M'-.":",.~,_",',,_"",',bf!/!"W.;'--; Neutral Axis Igross lcracked Elastic Modulus Fr = 7.5 * fC^.5 Z:Cracking Center Left End Riaht End 2.860 in 0.000 in 0.000 in 2.431 in 0,000 in 0.000 in 37.194 k 0.000 k 0.000 k 0.000 k 0.000 k 0.000 k -37.200 k 0.000 k 0.000 k 5.918 in 0.000 in 0.0000 in 4.439 in 0.000 in 0.000 in 5.031 in 0.000 in 0.000 in 57.726 k 0.000 k 0.000 k 0.000 k 0.000 k 0.000 k 57.726 k 0.000 k 0.000 k 0.962 in2 0.000 in2 0.000 in2 0.620 OK 0.000 OK 0.000 OK ;'N-_'''';[';)#''!''''-'i'l-'-/'-'-'-'-'' "-,,,':!:;,,:~~_I_~_"""-""''li!iIlI;tGl'''':'''''''-''_''''''''_'''''''"''_'_'';_ - J 3.530 in 864.00 in4 329.05 in4 3,122.0 ksi 410.792 psi 96.323 klin Mer Ms:Max DL + LL R1 = (M..DL+LL)/Mer Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST)/Mer I:eff... Ms(DL+LL) I:eff... Ms(DL+LL+ST) 4.93 k-ft 11.16 k-ft 0.442 11.16 k-ft 0.442 375.123 in4 375.123 in4 Eft. Flange Width 6.00 in ~!.~:~!~~~_"~~~L~':i~"';~(~':~~~'::::~~~~~~'~l~~~:~~~~:~:~~~~_~'~~'~=~~~~~~~'-A_" -~- " ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I"1.4" Factor for Seismic ACI C-1 &C-2 LL 1.700 ACI C.3 Dead Load Factor 0.900 Add"l "0.9" Factor for Seismic ACIC-1 &C-2 ST 1.700 ACI C-3ShortTerm Factor 1.300 ...seismic= ST *: 1.100 ! 1.400 0.900 8 /E:R8fr~WJring Structural Solutions ~m8~~:~{O~~~5R~~~~~~9i~~':;f;;o~;'fIw"e Concrete Rectangul~-r & T~e Beam Desig-";-- 24604d"d,"i'eow~~~~.tiO;'W ,~_. ." _,.., ,,-'__.C, 7:':7:"0-"._,_'___ ""_,.,:::::;:~;~;:;;:"!1'T,,._'_',7,'!~~';~:"~'--'---: '-7'---.----"?':";",':-':":',-,;"''\'''''T~r;~~_<:.:;,'''''''''"\P"'T._',,7''";"''"i"T;~-,-""---'" ':c--~~,F:;::_'l'~-~.~i_:;l>""."!C';,i,""':"'''li!;c~''''''"7''~;~:-(:,~{'''--?'''._~~~"!}\'Ji<;;','- Title: Oardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:20AM, 19 OCT 04 Scope: Description Lintel, L-3 Beam Weight Added Internally ~forcing ,,,,,.c,,_,-__-;._:-.';-_,.,-,\._,,_~",,M,;-,,,;;;_>>;=_,,",_.~,;>_,-.;,c;,"_, "~~3,';,,, Rebar@ Canter of Beam... Count Size 'd' from Top 2 5 10.00in --- - -. Code Ref: AC1318-02, 1997 UBC, 20031BC, 2003 NFPA 5000 t, ..';0\s:",.,~~":~'TT~>~:-'<:',.--'._'>::__-' _T""':V::""-'i7!,,:lJ,', "~,,,(,,,-;,,,,,,-,~,__:,,-:-~;'"~"_'-'C"'-J'-",VH,-_,"!:...q,,n~_l%M""I.;'"_",""'",,"_3i,,,,\"-,-.~"~,,(I'I);IfI'lIO.~!i 16.00 ft fe 3,000 psi 12.000 in Fy 40,000 psi 6.000 in Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned-Pinned Live Load acts with Short Term [l3enerallnfom:;;;tj~~U ;"''','',<''_,-:'f';:'_'',-,_'j'_':l'':':\:',,"-:,,--'c'!i.--,-_."-:_-,-""':"-"-,,,_. Span Depth Width . ,.,;~ -.' '-";";;_,," .",~",;-,_:_~_",,-;,:,.",,~_,,"~r-;!1~IlI;"-'~S~<""'_'^,,_:-l_'ffl'j.~\iU:'''','-~'''''<'~j ",7.,.,,,",'~>"'-",!l_.,_ .""",,""Ii"Ril -_.~ #1 #1 in Rebar@ Right End of Beam,.. Count Size 'd' from Top in -'~,., ~ #1 Rebar@ Left End of Beam... Count Size 'd' from Top [Load Factoring .-- .. ------ "'.._,-'"'-~.,'_,,,."',_,ii'"'\.I____......"'_~...-_""~,.,;w"'___l>",,,,,,_~,,,,,,_",,~~-_);',,^,,;;,,,,,~_,,,,...;~~',I_~h~-ao-l;r.~~_"''''<<('.ruI>'''''''-~~_' Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 I Uniform Loads .-_,",'-'I"""A;"--"'"_.'"lib,>..",",'''''!-W-',,,', ".; ,;:~"",,", . """",;,W,,",,,:,_"".",_' Dead Load #1 0100k IH',,'; '""<~;",;:,':...W;';;iii;:l"",.,.,;:w,;;,,,.M'.:kiM',L.,,:~,, ,... ,~~,,~,~.~~'Y~i:j;~<';(;J":F,1~1 Span" 16.00ft. Width" 6.00in Maximum Moment: Mu Allowable Moment: Mn"phi Maximum Shear: Vu Allowable Shear: Vn*phi Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 2.667 5.333 8.000 10.667 13.333 Max. Spacing 5.000 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd MaxVu 2.950 2.212 1.106 1.080 1.080 2.186 ~!::.~~e..;;,~",~~~~;~,:;:;;~.::;c*":;;1';7:~0."li'-~'~~~~3,ljl=---CV=,~n,..~~':I,.,~tt:Il'l1& Bending... Mn"Phl Mu, Eq. C-1 Mu, Eq, C-2 Mu, Eq. C-3 @ Center 17.08 k-ft 13.17 k-ft 9.88 k-ft 4.97 k-ft @ Left End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft @ Right End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear... Vn*Phi Vu, Eq. C-1 Vu, Eq. C-~ Vu, Eq, C-~ @LeftEnd 27.93 k 2.95 k 2.21 k 1.11 k @RightEnd 27.93k 2.92k 2.19k 1.10k ~e,!!.~2g~~2f;;;;;',i":" ..-IT'"'"," ,,'"'''''' ,,""""""'F-- ""'-,'" -"U6~:;d'r,~""'''''''''''-''''''''''''''''",",,nx''''''"''''F''''~-'''''"''B'~=~--""""'"""'~ DL + [Bm WI] 0.0000 in at 0.0000 ft -0.1147 in at 8.0000ft DL + LL + [8m WI] 0.0000 in at 0.0000 ft -0.3023 in at 8.0000ft DL + LL + $T + [8m Wt] 0.0000 in at 0.0000 ft -0.3023 in at 8.0000ft Reactions... (cil Left @ Rioht DL + [Bm WIll 1.380 k 1.380 k DL+LL+[BmWt] 2.180k 2.180k DL+LL+ST+[BmWt] 2.160k 2.180k -"-'-,-,-.-,,- -~,.- "~~,-,, ,;..,.=1r.'" ,""-__""~"""'~"','\\/<'1'0.,~"_",,,,._,,,_ ;";"'!_',""oi>fr-"~,-~-'_,~"''''"""",.....""....__",,,,_.....ornJ 0100 k k Start 0000 ft End 16000 ft live Load Short Term Beam Design OK Depth" 12.00in 13.17 k-ft 17.08 k-ft 2.95 k 27.93 k Maximum Deflection -0.3023 in Max Reaction @ Left Max Reaction @ Right 2.18 k 2.18 k 16.000 ft 5.000 in 2.923 k ..._~- m q Title: Oardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:20AM, 19 OCT 04 /' l-ook ut. c:nglWeenng Structural Solution5 DRev: 580007 - " , .,n__.__a. -'-------" User: KW-0604905. Ver 5,8,0, 1-Dec-2003 Page 2 ~: (c)1983-2003 ENERCALC Engineering Software ,CC:>,ncr~te ~,~cta~g~lar & T_ee ~eam De~lgn, 246-04dardanis,ecw:Calculations ~': ""'r,,,__,-,-,,__'_"<:T,,,,_=,~"'''_?'C''7_q_'_~'17'>~;;l;B'?',"'7-'S-rc-;ic,,,,-,-'-'!n,",-'~-','--_'-( '_'-"_' -~~:-"7"'I,.,\-:,'W',-:,:;jW:"\'}""<:$;,'ti>:;:g",_;;;:'!"t'M'l').;!,t":!-;i;~,_----;,--""""",~:~-','~,,",,;;;~;;\i{~,':[,,t~~,\';;.;-1'i:'.';V;,':;w)"~~ ~,!\;~"","--.Y"'l.M Description Lintel, L-3 ~ti;;-~-";;;-aiy~ - ','~',,_~,_," ,,_,I'", ",;"-', "_;:.,-., .w-:,,,,-,.,,~,,;,,-_,_T,--",:,"-," Evaluate Moment Capacity... X : Neutral Axis a = beta. Xneutral Compression in Concrete Sum [Steel camp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X-Balanced Xmax = Xbal . 0.75 a-max = beta" Xbal Compression in Concrete Sum [Steel Camp Forces] Total Compressive Force AS Max = Tot Force I Fy Actual Tension As Scope: ~ \ e'''I_''''''"",-''''''''flW'01~ :~::-'_~~:~:~'~:_;~F~~ ,_",'!-;""-,<4_""'_I""-,,,_,___~n,,,"~.~i1"'._'_"""<1"_~'\iR;,~.-~.~~,-~"''''''-'"'f'-ll<_n~,~ Center Left End Riaht End 1.905 in 0.000 in 0.000 in 1.619 in 0.000 in 0,000 in 24.775 k 0.000 k 0.000 k 0.000 k 0.000 k 0.000 k -24.800 k 0.000 k 0.000 k 6.850 in 0.000 in 0.0000 in 5.138 in 0.000 in 0.000 in 5.823 in 0.000 in 0.000 in 66.817 k 0.000 k 0.000 k 0.000 k 0.000 k 0.000 k 66.817 k 0.000 k 0.000 k 1.670 in2 0.000 in2 0.000 in2 0.620 OK 0.000 OK 0.000 OK ~ _~...._---Jt: Additional Deflection Calcs HIil~""'~ ,.,..., :.."",_,_" '._.h","'-.'-f_, ;,n;,... ..-.; ,\,~,~","', '_""',,"'''';<>-d ','-'f'f*- ..~;,;~_"",.;..,_.~jl>,~;),O"","-.;l",'''''''''~'''_''''.-r,,~~'01> Ii. r "<; Neutral Axis Igross Icracked Elastic Modulus Fr = 7.5 * fc^.5 Z:Cracking 3.530 in 864.00 in4 329.05 in4 3,122.0 ksi 410.792 psi 75.244 klin Mer Ms:Max DL + LL R1 = (Ms:DL+LL)/Mer Ms:Max DL +LL +8T R2 = (Ms:DL+LL+ST)/Mer l:efL Ms(DL +LL) I:eff... Ms(DL +LL +ST) 4.93 k-ft 8.72 k-ft 0.565 8.72 k-ft 0.565 425.698 in4 425.698 in4 6.00 in Eft. Flange Width , - : ACI Factors (per ACI318-02, applied internally to entered loads) ,_~,-.-c""":-'''''''"~';''i.,,,.,~-:,~',VL>J''-;'~-~_);'''O''_-.-...-...~''''''''''lOi;.~-,,,_~;;,,,;,~l:il.:.i:;1-,''i_':';;lli',;,-'''~';'t,,;r""':',';."'~."tA_,l!l,~"~:~",_,~=,,-;,:,,~i\i:.Jil;f't..~H!l~=",.0';.7_"""-",";',......"!!olct.~,,,__............... ACI C~1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"l "1.4" Factor for Seismic ACI C-1 & C.2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"l "0.9" Factor for Seismic ACI C-1 & C-2 ST 1.700 ACI C-3 Short Terrn Factor 1.300 ..seismic=ST*: 1.100 ...~ ~ 1.400 0.900 to I" Rev; 560003 I User: KW-0604905, Ver 5,6,0, ,1-Dec-2003 I ~;),'~ ~~,;.;,~0,?,~,,:~,~~9,~~,C,,~;~W~~~~~:~~e~=-~~::.,",,', Description Roof Beam 1 Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:20AM. 19 OCT 04 Scope: "'::;;,:-;V-'-;;'; General Timber Beam '''','~_:-::'::_:;_'-;7_:~-'~.G''l;?';~~H~Jl:(j;;:-;7':i,,,:,'T''''!:'!ml'~Jl'-~'-,,,,'''J<;?C-'_'~i'~T;E,~-i-:, I Page 1 Ij': 246-o4dardanis.ecw:Calculationsni,:' ,-,'l:W~,~.;;r'IN~_l';~~'.,,\- [ General Information . .. Cod~ Ref: 2001 NDS, 2003 IBC. 2003 NFPA5000. Base allowables are user defin~ "__,_'_"''-~,H-;,__,,-'C'''_':_'~'-''>~.-:'-,-:-,,d''<;.,-_;;;.',-_" _'. ,-" ~-_~--r;; -,--j __,,-:""-_' ,.t~ ',;_,,-."_ ,-_ _'__; ;c_' c'''' _,-__:'__, _ ,;~_:_,-,_:'-, -,-_:,~-,-,_,^' ''':''''-''-'''~'__,"-,-/_:_''-:>Q,-,1N,-_,,:~..,~!,_<,,','n_' "";~_,'I'i'r,-"".,~_,~:,,, ~,"~""__,:W'''''j'!!-'-'f''''~'-'~~''f,~li'~!tf1I.t_.'~--.~ ,~-~-- -- 10.00ft ft ft Section Name 8x12 Beam Width Beam Depth Member Type Bm wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, NO.1 Fb Base Allow Fv Allow Fc Allow E 7.500 in 11.500 in Sawn 1.150 Pin-Pin 35.000 pef I Full Length Uniform Loads ,;'_-'-'" ~:',<",,: __,~ "C':k,I.or__"'Ro@_1I;!"",,,,""',,<!.'1!..:<,;,_,,,:,-'~"",,'l!-!ll-",,,,_,__~";,_'___!;l~'~~~l!\.~"'" :;~;"_"~-""mll.lIN~';:c_;Wifil;{m-,;..';,,"-""~,~ , -- Center DL 120.00 #/ft LL Left Cantilever DL #/ft LL Right Cantilever DL #/ft LL 1,000.0 psi 95.0 psi 625.0 psi 1,700.0 ksi .Lu .Lu .Lu 0.00 ft 0.00 ft 0.00 ft III - ....-."'~"',.<ft...."""_~;.\~ _...~ ~_ \., [ :~._- 360.00 #/ft #/ft #/ft Maximum Shear. 1.5 Allowable Shear: Camber: Reactions... Left DL Ri9ht DL 0.70 k 0.70 k Depth = 11.5in, Ends are Pin-Pin 0.395 : 1 6.3 k.ft 15.6 k-ft 6.26 k.ft at 5.000 ft 0.00 k-ft at 10.000 ft 0.00 k-ft 0.00 k-ft 15.84 Iv Fv ~,:,,,_~~ili~~:[,,. ...'::j Span= 10.00ft, Beam Width = 7.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow fb 454.56 psi Fb 1,150.00 psi I Deflections ", -"",., ..." 'i>"";.;;uBU:<>I"''-'~''~~~':'.''~'-''''''-'j,,",,:,"..,.,....~,,, Center Span... Dead Load Total Load Deflection -0.020 in -0.070 in ...Location 5.000 ft 5.000 ft ...Length/Deft 6.114.0 1.720.39 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.029 in @ Left 0.000 in @ Right 0.000 in 35.55 psi 109.25 psi Beam Design OK @Left @Right @Left @ Center @Right 3.1 k 9.4 k 2.50k 2.50 k 0.000 in 0.029 in 0.000 in Max Max 2.50k 2.50 k ~; Left Cantilever... Deflection ...Length/Deft Right Cantilever". Deflection ... LengthfDefl Dead Load 0.000 in 0.0 T etal Load 0.000 in 0.0 0.000 in 0.0 0.000 in 0.0 " Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:20AM, 19 OCT 04 [-ookout. c:nglrTeenng Structul131 Solutions Scope: Rev 580003 User: KW-0604905. Ver5,8,O.1-Dec-2003 _~g~~~:,-,~o?',~r~,N"~_~.,~~~,~,~~~~in:~~~~_~~~~_:,,, ., :;~"~F; Description Roof Beam 2 ~ I General Information "ej"" Section Name 8x12 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density General Timber Beam ~--'-'l" .'f, --;":;:;:;:ic_-_~_~,>t'f;J7~:C::.1'-'::":;-,~W:,:;;i~';,,-;;z,-,'_'7"T70,:-';7F",t","P'~"'-_ri"'''''''''''',"",~,._"_,,,,"~~'' ..--- --------:;I Page 1 r~: 246-04dardanis,ecw:Calculations I:~ :--::_~'_c''7"'~-,--:~'- -""~_:'l'_,,-,-,,-,.;_:;- -.. Code Ref: 2001.NDS. 20031BC, 2003 NFPA 5000. Base aii~wables are user defined 1\ ;::"~-::-,':'-"'__;::'";i'_7~,:,,:- ,_-.."",.-_,_;~,;;~"n:,,;-:':_::-::.--,,_,.:--,..,.-,.",!"",',-,<'l'Wi,.~,-_,-,_.,i',;>>,,',"'f'"'-",e'._: r.~",,,,,,,,,"~~1'!..,,;.,,,,,I__;..-"',,~,-,, _ __, ~_;I'!,\lIi!M~~,~""'r<r.4~ 7.500 in 11.500 in Sawn 1.150 Pin-Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, NO.1 Fb Base Allow Fv Allow Fe Allow E 12.00ft ft ft 1.000.0 psi 95.0 psi 625.0 psi 1,700.0 ksi . . .Lu . . .Lu .Lu 0.00 ft 0.00 ft 0.00 ft ..,~::<':l'!"!'"~~;""=O;~m"""I""""".,,.'-",=bWjtil~..~~ I 120.00 #/ft #/ft #/ft 360.00 #/ft #/ft #/ft [F~il Length Uniform Loads ;J~~_"':J....r.'_'''''''''~>~'.''',~!>_!'i",'I-,>:..~-W.;l'';f,,=,l'('IO~U',~M~-'-"; Center DL Left Cantilever DL Right Cantilever DL I, ~ ,,. J LL LL LL Span= 12.00ft, Beam Width = 7.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow fb 654.57 psi Fb 1,150.00 psi I Deflections Depth = 11.5in, Ends are Pin-Pin 0.569 : 1 9.0 k-ft 15.8 k-ft 9.02 k-ft at 0.00 k-ft at 0.00 k-ft 0.00 k-ft 15.84 tv Fv 6.000 ft 0.000 ft Maximum Shear * 1.5 Allowable Shear: Camber: 44.33 psi 109.25 psi Reactions.. LeftDL Right DL 0.85 k 0.85 k =~: "."._~_. . _..~~" @Left @Right @Left @ Center @Right Max Max Beam Design OK 3.8 k 9.4 k 3.01 k 3.01 k 0.000 in 0.061 in O.OOOin 3.01 k 3.01 k ~ ","-*" '" '.~ Center Span... Dead Load Deflection -0.041 in ...Location 6.000 ft ...Len9thlDeft 3.538.2 Camber ( using 1.5 * D,L, Oefl ) ... @ Center 0.061 in @ Left 0.000 in @ Right 0.000 in _Mi_ Total Load -0.145 in 6.000 ft 995.59 Left Cantilever... Deflection ... Length/Deft Right Cantilever... Deflection ...Length/Deft Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 r~ , ;~ookout . c::::nglrTeenng Str uctu ra [ Sol utio ns Rev: 580003 User: KW-0604905, Ver 5,8,0, l-Dec-2003 (C)1983-20~{.-:,~,E:':~,~,S~,)~~~i,~~:~in:~ ~o~~~, Title: Dardanis Osgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:20AM. 19 OCT 04 Scope: '}::~-:-"f-'~-:" ,':;::-'-';-:""-' General Timber Beam - 1 Page 1 "1: 246-04dardanis,ecw:Calculalions ~ -'-'_.~"~;-'if""c:'''k,.",-_",,,,._~~~~'l'JJi'.1-!: '-C-~'::::;'1;7_~~_,;_~,:,::".t..,:~-:~c':-:~~-::'_T_:-:~:_;"i;"C"--Y'"":~:JI,""'1;::" "ii:'C:-:,~;"'- ''''''',~:_:;-:C'':',:,'f'';,';:~-;I{~:;O':;> Description Roof Beam 3 : General Information c "'\- """:"-"_'_''',''_';'''''',,,,_,,"_,,-__,,,'_''.~,:<_,_:_:,,":-'--"'-__:__;S'1~ ""':-C:,J'-,' ."T';-~"_,c" - -1 Code Ref: 2001 NOS, 2003 IBC, 2003 NFPA 500a. Base allowables are user defined ~.~ ,_,_ ,'-.,.=..',F -."!,,,,"''''I>lf'"_''''''_''-:'':_''''''~,_~M~-''''''''r,__'-''1,'~_'_i'>'i'o;,~";,,_"",,...~,''if'f_'''JI'e~!I..'';,-W,,'\--,;;_'JW:'~'f>''':'__'''"''-'''''''',,,,,.,,.;.,,.._-_...;::Jil Center Span 28.00 ft . .Lu 0.00 ft Left Cantilever ft __ . .Lu 0.00 ft Right Cantilever ft . . . .Lu 0.00 ft Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E Depth = 18.in, Ends are Pin-Pin 0.656 : 1 49.9 k-ft 76.1 k-ft 49.93 k-ft at 14.000 ft 0.00 k-ft at 0.000 ft 0.00 k-ft 0.00 k-ft 76.10 Iv Fv Section Name 6.75x18 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density 6.750 in 18.000 in GluLam 1.150 Pin-Pin 35.000 pet I Full Length Uniform Loac!;' _'O\~t1_,1<"""'tm#~_"I--l""'":>'':'''''''''''',IRo'-'''~'''",,,,,,,,,,"~\V,-~,,-,~,_,"'yj~m_lm!o~.~~W"'~ Center DL 120.00 #/ft Left Cantilever DL #/ft Right Cantilever DL #/ft I,C::!~~~~Z-:,::~:.,:.ifl Span= 28.00ft, Beam Width = 6.750in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow fb 1.643.92 psi Fb 2.505.22 psi I Deflections 78.91 psi 218.50 psi ",~~",",:~_.....~-_.~"Iii:W Center Span... Dead Load Total Load Deflection -0.350 in -1.193 in ...Location 14.000 ft 14.000 ft ...Len9th/Defl 959.4 281.56 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.525 in @ Left 0.000 in @ Right 0.000 in 2,400.0 psi 190.0 psi 650.0 psi 1,800.0 ksi ~ ~ _,,,;,__,"~,,,,,,,,,,__,<,_~,-,,,,,,"~_____~~il<i,-_".~_~. LL 360.00 #/ft LL #/ft LL #/ft Beam Design OK Maximum Shear' 1 .5 Allowable Shear: 9.6 k 26.5 k 7.13 k 7.13 k 0.000 in 0.525 in 0.000 in Camber: @Left @Right @Left @ Center @Ri9ht Reactions.. Left DL Right DL 2.09 k 2.09 k Max Max 7.13k 7.13 k Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ...LengthlDefl Dead Load 0.000 in 0.0 Total Load 0.000 in 0.0 ~ 0.000 in 0.0 0.000 in 0.0 )) /t::R8~noeuJring Structural8olutiot15 [~;i~8~~:i!~~~5~~~~~?:~~,~f;;~~~~w~,;..,_C2" .....,..~,~_~~_~a.~!!:~~,~,~,~;~"...,,"':""C..~M"'M.~_E%r,~==~~~J Description Floor Beam 7 Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:20AM. 19 OCT 04 Scope: I General Information ,_:_"",-'",:,_" :"",.-' '"";,,,~,,'-:;,-, _, ',_l!', '~,'''_'',:,_-, ,-.' ",~'Cl-.,-",-- , ,"-_,?,:-"'~:,'C-""---'--~:::'CT Section Name Prllm: 5.25x11.875 Beam Width 5.250 in Beam Depth 11.875 in Member Type Manuf/So.Pine 8m Wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density Code Ref: 2001 NOS. 20031BC, 2003 NFPA 5000. Base allowables are -;'ser defined) ._".-,_;.>-:,.___" __"-;__'''~_ ;;_"~~__'"'_" ,.,--".,l:-,c'f,,-_':-, "..','_:_ """.~', ,__,;,..,-_~- '.'" .-,,:' ,~__ ,,-"_ -"in",,"-~-:,'_~',,"~"'" t,'~~e:'.,'3"V.'!o.M";'''- ,>",,'.'>"'l"J. _~"h~-~,,';T"~_h,"',."'. ~_,,,_,,,.Jj Center Span 15.00 ft . . .Lu 0.00 ft Left Cantilever ft . . . .Lu 0.00 ft Right Cantilever ft .Lu 0.00 ft Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Fv Allow 290.0 psi Fc Allow 650.0 psi E 2,000.0 ksi 1.000 Pin-Pin 35.000 pel ~ I Full L.;;;gthU'niform Loads .... . ,"l"'-_"""_~fMh'..lj~'"-\~"~,y;;;.""~",,"""''''''''''''-,,<-;;w;',,,,,....~.._J'-Y<,'''~,\:1<l~''[h'~:-'''"''~'';,_,.,;j,~....::!!>I.~~.~>m<J,_~~ __~.ll'~.",_......,.""<"",,,,,...,,,,,,,~'~"'" Depth = 11.875in, Ends are Pin-Pin 0.693 : 1 20.7 k-ft 29.8 k-ft 20.68 k-ft at 7.500 ft 0.00 k-ft at 15.000 ft 0.00 k-ft 0.00 k-ft 29.82 Iv Fv Center Left Cantilever Right Cantilever DL DL DL 240.00 #/ft #/ft #/ft ....... ...,,-.. ~~'!J.~.~'X..,." ....nA,1 Span= 15.00ft, Beam Width = 5.250in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow fb 2,010.83 psi Fb 2,900.00 psi I Deflections I..; 115.68 psi 290.00 psi LL LL LL 480.00 #/ft #/ft #/ft Beam Design OK Maximum Shear * 1.5 Allowable Shear: 7.2 k 18.1 k 5.51 k 5.51 k 0.000 in 0.298 in 0.000 in Camber: @Left @Right @Left @ Center @Ri9ht Reactions.. Left DL Ri9ht DL 1.91 k 1.91 k Max Max 5.51 k 5.51 k b Center Span... Dead Load Deflection -0.198 in ..Location 7.500 ft ... Len9th/Defl 907.5 Camber ( using 1.5'" D.L. Defl ) on @ Center 0.298 in @ Left 0.000 in @ Right 0.000 in Total Load -0.571 in 7.500 ft 314.97 Dead Load 0.000 in 0.0 Total Load 0.000 in 0.0 Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...LengthlDeft 0.000 in 0.0 0.000 in 0.0 l~ Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:27AM. 29 MAR 05 ookout . ngln-eenng Structura I Solutions ~ Rev: 580000 ' -- ! User: KW.0604905, Ver 5.8,0, '-Dec-2003 LJ_~!:~~~i~~?,~.~,,~~~~,~-;~~~,,~~~!~~,~~~,~n?,_;:~,~~,v,~,~;':,- .:~'I" Description Roof Beam 8 Scope: ';--'-::_~'_-'r_',,;:::"; Page 1 !:; 246-04dardanis,ecw:Calculalions !~ ~.::."'.JF'~J""~'~;r;;;&-r.:?~:;dr,~:c;;:<?^,.,.,~.:;;~:,I~' General Timber Beam ';~;;-rcli,'Iti.}"~Ji'R"f':'D'",r,;;'.'i'- [i3eneral i;:;iOrmal;on- Section Name 5.125x12 Beam Width Beam Depth Member Type 8m Wt. Added to Loads Load Our. Factor 8eam End Fixity Wood Density 5.125 in 12.000 in GluLam 1.150 Pin-Pin 35.000 pel If u IIL~ n9t~~n!f?rm ~L~;:ds Center DL Left Cantilever DL Right Cantilever DL Sum"!~ry Span= 21.00ft, Beam Width = 5.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow Ib 1.263.56 psi Fb 2,760.00 psi - --~--- --------'---""_.,-------~_._----------, Code Ref: 1997 NOS, 200318C, 2003 NFPA 5000. Base aliowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - va Fb Base Allow Fv Allow Fe Allow E 21.00ft ft ft 2,400.0 psi 190.0 psi 650,0 psi 1,800.0 ksi 10000 #/ft #/ft #/ft 120.00 #/ft #/ft #/ft LL LL LL Depth = 12.in, Ends are Pin-Pin 0,458 : 1 13.0 k~ft 28.3 k-ft 12.95 k-ft at 10.500 ft 0.00 k~ft at 0.000 ft 0.00 k-ft 0.00 k-ft 28.29 Iv Fv L Deflections -l'!'!Ii.~_=.X:"-I!D;lU~~n,~,~:,l\W$~~I_lIfI,9IlI!'t.. Center Span... Dead Load Deflection -0.379 in ...Location 10.500 ft ...Length/Defl 665.5 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.568 in @ Left 0.000 in @ Right 0.000 in Maximum Shear * 1.5 Allowable Shear: Camber: 54.87 psi 218.50 psi Reactions.. Left DL Right DL 1.21 k 1.21 k =~~--,--_.,-- Total Load -0.774 in 10.500 ft 325.62 . . . . .Lu . .Lu . .Lu @Left @Right @Left @ Center @Right Max Max ......:! " I _...=_y~_a_"""" Left Cantilever... Dead Load Deflection 0.000 in ...Length/Defl 0.0 Right Cantilever... Deflection 0.000 in ...Length/Defl 0.0 0.00 ft 0.00 ft 0.00 ft Beam Design OK 3,4 k 13.4 k 2,47k 2,47k O.OOOin 0.568 in 0.000 in 2,47k 2,47k -" ,- ~ .;~J1 Total Load 0.000 in 0.0 0.000 in 0.0 JI.} , ) Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246.04 Date: 6:27AM. 29 MAR 05 ookout . englneenng Str Llctu re I Sol utio llS Scope: :-Rev: 580000 i User: KW-0604905, Ver 5.8.0, 1-Dec-2003 L~~~~,~,~,~:~?,~~~,;~E,~S,~~~,~~~!~;~ri~~1~~~~~~' . Description Roof Beam 9 General Timber Beam '--._jl"-''';_'', -,;----;,.."'_(J;::;,:ii/,,c,,'''-_'.,'r-_,''l:,_W'!.;,;,---,dii .;.-.w.-_-__,~-._,;-_",."".,'-",,'-.i'Ti..':_:-;',7Z':~~lIlllll:!~_N7iR_<'-<'<I;;;"""":'; ---l Page 1 ::; 246-04dardanis,ecw:Calculalions i~\ '.-,:;.iif;c\; .-;;!;>,-;: ,'i':~:'-':"::.''-~i.,~\:;:::-k_ ':"'i~":'i "i ! General Information ~- Section Name 2-2x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3000 in 9.250 in Sawn 1.150 Pin-Pin 35.000 pcf [fUll Leniith Uniform Loads--------- Center DL Left Cantilever DL Right Cantilever DL ----'-------.--~---l Code Ref: 1997 NDS. 2003 IBC. 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, NO.1 Fb Base Allow Fv Allow Fc Allow E 9.00 ft ft ft 1,000.0 psi 180.0 psi 625.0 psi 1,700.0 ksi 100.00 #/ft #/ft #/ft LL LL LL 120.00 #/ft #/ft #/ft . . . . .Lu . . . .Lu . .Lu 0.00 ft 0.00 ft 0.00 ft if. I I Beam Design OK Summary . Span= 9.00ft, Beam Width = 3.000in x Max Stress Ralio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow fb 643.96 psi Fb 1.150.00 psi I Deflections Depth = 9.25in, Ends are Pin-Pin 0.560 : 1 2.3 k-ft 4.1 k-ft 2.30k-ft O.OOk-ft 0.00 k-ft 0.00 k-ft 4.10 Iv Fv ..-_"b.__,_~~"~'_i"1t__""""~lr""il".........,,...~,,1€~ _ h-'_> Center Span... Dead Load Deflection -0.047 in ...Location 4.500 ft ...LengthlDefl 2,305.4 Camber ( using 1.5 * D.L Defl ) ". @ Center 0.070 in @ Left 0.000 in @ Right 0.000 in at at 4.500 ft 9.000 ft Maximum Shear' 1.5 Allowable Shear: 45.89 psi 207.00 psi Reactions.. Left DL Right DL Camber: 0.48 k 0.48 k Total Load -0.100 in 4.500 ft 1.085.32 ",,>;-. L~ft Cantilever... Deflection ...LengthlDefl Right Cantilever... Deflection ..LengthlDefl @Left @Right @Left @ Center @Right Max Max Dead Load 0.000 in 0.0 0.000 in 0.0 1.3 k 5.7 k 1.02 k 1.02 k 0.000 in 0.070 in 0.000 in 1.02k 1.02 k T olal Load 0.000 in 0.0 ~ 0.000 in 0.0 J'\i .1- ,J cr - CID "i~ i,"~ ~~jl ( i::( 1_ ;!gj" N '-'",~", d. J. ~!~~ ~ .J ~~ ~~ "'~ <es !~ , , , ~ : ~~ A: "'" "': "coo I ~. , ~~ "" ~* ., , , , , , , , , , , \J c-l.J r L .J" ,- , , , , , , , , ij :n , , , , , , , , , ... , , , , , , , , , , L CID CID " o " ~~ "'~ !i,~ "'~ <es !~ I .J ~ , , , , , , , , (>., 4>: ~ '" '8 , , \ : : ~~: -~ I) Project: ~A \-.j) w1. Date: Ie) .<:>'-' Job No.: 6Nb.~'-'\ ~~JrJ~), \', l.\,!' W JiJf o t.. F 0 It ~ C;)'\)~ P Lf" - d',y:,' WtOIZ. 0/( PE!lt\.. J5'V<l PLY - ~ \,rJ J J I -l)" \-oJ ,OE ~IG 161.-- :::tS l,)\) ~l>f 00KOUT .. . NGINEERING STRUCTURAL SOLUTIONS A~AC7Lf S AF~ 0l:.~M...Ao P ~SS-J~ .::: I $~,> ~SF'. Page: 1\ /ER81W~Jring Structul13I Solutions I-~'Rev: 580001" - User: KW-0604905, Ver 5.8,0. 1-Dec-2003 Circular Concrete Column (c)19S3-2Q03 ENERCALC Engineering Software ~--~-:-;Y';:--'-'_:'f'''2'',",_'''] ,_,_.'_ ,_,-,_,-,_, _ -'~!f~:;;-')T7"':"'_C;::;:.' -, '.. - '-7;-:-_'C'7--~'_"":-':-_:_"-;'-::--:-:-'_c~r'c,':'<~-_-__:;,i__',:?-:._ -,'__ _ -,,,'-,,",,_ -._J,,,I-,,~_:-;'i:C::C,lFC<:';-_:_'--':"-' '-':'l:~ml;C Description Tech Block Wall Jamb (2 - #4 Verts) Title: Oardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6.20AM. 19 OCT 04 Scope: -----I Page 1 ~) 246_04dardanis,ecw:Calculations !~: '_ ~"";;~_>":-;:::TIJ?'-;''IT,~1Iiir.tt''_'''':-_''I,,~_.."j.-_,.,,",,~","'o:Yfj;j~i11 ~- ------- General Information i-' .-'",_,_,.-._" .:";:;-".-".-__,.--_".,,,,_,,_-,,_:,,_"<,'\_~,2,,_'_'_"":'!'k__,_'-__'.__'_" Diameter 6.000 in Number of Bars 4 Bar Size 3 Total Rebar Area 0.440 in2 Rebar Percent 1.556 % Bar Cover 2.750 in ll;~,~,~,~ _,,,,,,__,,,,_:_,-.., _ .. -;-~77:T,'~'~' .-.'__,__~_~,__~~---"_. . -,---"~~" ~",_v-,.~",,--,,,,,,,,,,,'___"h~_,"'l,""" ,V'~'~-~~I<'\<'^,=,,,,"~"_'j'.''''''''''_~~,, Note: Load fact~ring supports 2003lBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load live Load Short Term 3.500 k 2.500 k k Code Ref: ACI318-02. 1997 USC. 20031SC. 2003 NFPA 5000 " . _, "', '"'''"'_''('0;-.''''' . -,..-',,';."'....;;:r:7->I't>~;,,:-..-__,.. -",_" .~,~,;~.._,_" ';,_,-"vr, jo'_'\I,_,~"y},E,M;'"''(M;''':>>,'>g,..!;~:P,,~,tm!',(;ii~';_,'''''-,_,...,~,~""r:ci::: 3,000.Opsi Total Height 10.670 ft 50,000.0 psi Unbraced Length 10.670 ft 2 Eft. Length Factor 1.000 Column is BRACED fc Fy Seismic Zone LL & ST Loads Act Separate Spiral Ties Used ~-- ~._-.::J Axial Loads Eccentricitv in Lateral Uniform Loads # 1 #2 Ir"S~;;;;;;';1}f ., 't I-Jf9;li,}I'-"'.""'''~'-''~!r-lO'~''I~W''';jtJ~'Ow''"",-:}'- -~JN~ Column Diameter= 6.00in, Start Loc End loc klft klft klft klft 0.080 klft klft ft ft Column is OK Applied Pu : Max Factored Allowable Pn .. Phi @ Design Ecc. with 4 #3 Bars ACIC-l 9.15 k 26.97 k ACIC-2 3.68 k 4.29 k ACIC-3 3.15 k 3.76 k M-critical 0.59 k-ft Combined Eccentricity 0.7800 in Magnification Factor 1.64 Design Eccentricity 1.2822 in Magnified Design Moment 0.98 k-ft Po . .80 79.03 k P : Balanced 0.19 k Ecc: Balanced 184.7905 in i Slenderness per AC/31B-02 Section 10.12 & 10.13 --------rf:l7D,j.;.,,,!"""'""""- ~.~~.""{.~]"~~,~~-Wlill?'"~",,,,Al'l'rno..~!:P'~'W~~ilR" 111llJ~~~' Actual k Lu I r 85.360 Elastic Modulus 3,122.0 ksi Beta =fu~ =fu~ =fu~ Neutral Axis Distance 3.3230 in 2.2130 in 2.1930 in Phi 0.7500 0.7500 0.7500 Max Limit kl/r 34.0000 34.0000 34.0000 Beta = M:sustained/M:max 0.5355 1.0000 1.0000 Cm 1.0000 1.0000 1.0000 EI/1000 51.74 39.72 39.72 Pc.pi^2EI/(kLu)^2 31.15 23.91 23.91 alpha: MaxPu I (.75 Pc) 0.3917 0.2049 0.1756 Delta 1.6439 1.2577 1.2130 Ecc: Ecc Loads + Moments 0.7800 5.2138 6.2021 in Design Ecc = Ecc .. Delta 0,0000 0.0000 0.0000 in ~.I_.,~,~.~~~~c" "...;(~~,r.,~~.I.,7,:~,~~,~,'..,.~.~~I~,~.~.,i;.~~,~~.~~;::t~...~,~.te,~~d... ~~~'~'~?;"'~""""'~''"~'~'''''''i'~~~7~,~:n~~,",",., fl .,",.,..~,,~~~~_~,,__,~,~.~~&W_:J ACI C.1 & C.2 DL 1.400 ACI C.2 Group Factor 0.750 Add"l "1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C.3 Dead Load Factor 0.900 Add"l "0.9" Factor for Seismic 0.900 ACIC-1 &C-2 ST 1.700 ACI C-3ShortTerm Factor 1.300 ....seismic=ST..: 1.100 l;~..i~~,li.Ti,~,,~;~..~:i~;~~~~~~~~:.~.~:;~~",::,;:::,~~_;\<3~>':';~;T':';;"';~;!:"'~;~~'li'rf!)"D:#5"~W~~7~~;(~i"1l;W~~'W~Tl~~;Clt~,,~~~:=J Spiral Tie Bar Size # 3 Min. Spiral Reinforcement Ratio 3.861 Gross Area of Column 28.27 inZ Core Area Within Spirals 0.20 inZ 1.60 k-ft 5.2138 in 1.26 6.5575 in 2.01 k-ft 79.03 k 0.19 k 184.7905 in 1.63 k-ft 6.2021 in 1.21 7.5234 in 1.97 k-ft 79.03 k 0.19 k 184.7905 in . 0.850 Max Spiral Tie Spacing 0.228 in )1- ..F1-ookout . /' t::.nglneenng Structural Solution5 Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Dale: 6:20AM. 19 OCT 04 Scope: Rev: 580002 User: KW-0604905, Ver 5.8,0. 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software '~~-~_",\':'_c:R~""~"7'~'''"Tj''('--__~~.'!-^;,,_:'__ ---.T:-,r ----------~----I R tiC teCI Page1~i ec angu ar onere 0 urnn 246-04dardanis.ecw:Calculations ~ !,,'T-'--1'-";:\1I'?7;-C;\,,""O;'-':'_;"T"--"T:"':,'<'-:"-~?"~m"'1"""'7ry;~?~~~~E<!ii'-:_"/":::'__~'''';:'i;7'_'''''i~'lffi!1~.1~I_.,li~",u~_n",,~.",__.~~; Description CC1 ~:,~~~T~'!?'~'~~'!~'~~":::":~'i:'-:':;"":""""","'.~C~~~"~~Q~7~",._ """"""""'~~~""""'~';~M~~~~~~~,~::I 3~'~~':~~~~~:JI~:~~~~:~~::~~~~:J Width 7.000 in Fe 3,000.0 psi Total Height 10.670 ft Depth t 0.250 in Fy 60,000.0 psi Unbraced Length 10.670 ft Rebar: Seismic Zone 2 Eft. Length Factor 1.000 2- # 5 d = 2.000 in LL & ST Loads Act Separately Column is UNBRACED 2~. 5 d = 8.500 in Delta:S 1.00 Eccentricitv Axial Loads In II ';,-:.."" :;.:,__"~"J:,,,; (dr.)l", il,;:;';~', SU~[1!,~.71 Column is OK 7.00 x 10.25in Column, Rebar: 2-#5 @ 2.00in, 2-#5 @ 8.50in ACI C-1 ACI C-2 22.80 k 9.45 k 139.89 k 141.38 k Applied: Pu : Max Factored Allowable: Pn * Phi @ Design Ecc. ACIC.3 8.10 k 141.66 k M-critical Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment 1.72 k-ft 0.908 in 1.11 1.008 in 1.92 k-ft 203.36 k 70.04 k 6.427 in 0.71 k-ft 0.908 in 1.06 0.959 in 0.75 k-ft 0.61 k-ft 0.908 in 1.05 0.951 in 0.64 k-ft Po * .80 P : Balanced Ecc : Balanced I Slenderness 203.36 k 70.04 k 6.427 in 203.36 k 70.04 k 6.427 in per AC/318-95 Section 10.12 & 10.13 ~ .,",'-- '-. Actual k Lu I r .,f,.., 60.971 Elastic Modulus ACI Ea. C-1 10.3050 in 0.7000 22.0000 0.5526 1.0000 505.26 304.18 0.0999 1.1110 0.908 1.008 3,122.0 ksi ACI Ea. C-2 10.4150 In 0.7000 22.0000 1.0000 1.0000 392.24 236.14 0.0534 1.0564 0.908 0.959 Beta ACI Eo. C-3 10.4350 in 0.7000 22.0000 1.0000 1.0000 392.24 236.14 0.0457 1.0479 0.908 in 0.951 in 0.850 Neutral Axis Distance Phi Max Limit kl/r Beta = M:sustained/M:max Cm EI11000 Pc : pi^2 E II (k Lu)^2 alpha: MaxPu I (.75 Pe) Delta Ecc: Ecc Loads + Moments Design Ecc = Ecc * Delta ;' ~CI Factors (per ACI318-02, applied internally to entered loads) ~.;7""_~.;-_.>-<('.l_'~~"l"""ll_MJ,;-m""',,,,_,,c:;,,,-""_,,-,__,'_":,__",__.;:l~,,,,-,~,:;.,;,'l">lOW;;m,&'(,,&~'_l\~~"",',:"_:;;;:_""--';:N:~",,C-I:.__~_~~,;..g__""'ilIi~.("~~'!t;' ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"l "1.4" Factor for Seismic ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"l "0.9" Factor for Seismic ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = 5T . : 1.100 I * 1.400 0.900 )'6 Project: O~~~~. Date: ').O~ JObNo.:~.()lf Spread Footing Schedule Desicm Criteria Soil Pressure = 1,500 PSF Concrete - fc = 2500 PSI Reinforcing - Grade 60 Mark Footing Footing Reinforcement Allowable Size Thickness (Each Way) Load F-1 2'-0" (sq) 10" 2-#4 6.0 K F-2 2'-6" (sq) 10" 3-#4 9.4 K F-3 3'-0" (sq) 12" 3- #5 13.5 K F-4 3'-6" (sq) 12" 4-#5 18.4 K F-5 4'-0" (sq) 12" 4-#5 24.0 K F-6 4'-6" (sq) 12" 5- #5 30.4 K F-7 5'-0" (sq) 12' 4-#6 37.5 K F-8 5'-6" (sq) 12" 6- #6 45.4 K F-9 6'-0" (sq) 14" 6- #6 54.0 K F-10 6'-6" (sq) 14" 7- #6 63.4 K F-OS place post without additional 5.0 K on stem footing Notes: 1 ) 2) 3) Ref. ACI 318-89/318R-89, Strength Design Method Reinforcement to be placed in bottom of footing Provide 3" clear concrete cover to reinforcement OOKOUT . NGINEERING STRUCTURAL SOLUTIONS Page: 16'1 prOject:OAW A'N~5 Date: :), Q 'f Job No.: .Q.t\ .~ OOKOUT NGINEERING STRUCTURAL SOLUTIONS WOOD POST SCHEDULE SIZE SPECIES GRADE Fb (psi) Fc II lpsil E 110S\ lpsil 2x4 D. Fir Larch Stud 745 865 1.4 2x6 D. Fir Larch Stud 675 825 1.6 All Others D. Fir Larch #1 1200 1000 1.6 Posts consisting of multiple 2 x members are assumed to be constructed within a wall and braced about the "YY" axis by the wall sheathing. LOAD TABLE - (POUNDS) HEIGHT - FT. 'ON SILL MARK SIZE PLATE 7' S' 9' 10' 11' 12' 13' 14' P1 (2)2X4 6450 5210 4240 3500 2930 2490 2140 1850 6562 P2 (2) 2X6 14770 13620 12320 . 10970 9680 8520 7500 6630 10310 P3 (3)2X4 8570 7180 6000 5030 4260 3640 3140 2730 9840 P4 (3) 2X6 22160 20430 18480 16460 14530 12780 11260 9940 15460 P5 4X4 8660 6960 5660 4680 3920 3320 2850 2470 7650 P6 4X6 13130 10680 8760 7260 6100 5180 4450 3860 12030 P7 6X6 26370 24840 23010 22980 18900 16900 15060 13420 18900 P8 6X8 35960 33870 31380 28620 25780 23040 20530 18300 25780 P9 8X8 52810 51550 50010 48150 45980 43510 40810 37990 35150 'NOTE: Values in shaded area exceed allowable bearin9 on wood plate. (Fc perpendicular 625 psi) Page: Le'"L Project: Job No.:.Q~b-'tl'-l 00KOU1 ....NGINI:.ERING. STRUCTURAL SOLUTIONS LATER L ANALYSIS: Simplified procedure for heights less than 30ft. By Experi nce Wind Controls since the structure is light. Wind loads designed per the ASCE standard 7-98. As an option in the 2003 International Building Code. Method used is from table 6-2. I i This hou e or building is constructed with a typical wood framing roof or floor. The resistanc to lateral forces is provided by Tech Block (Masonry) shear walls. Basic win speed = 90 mph Exposure C p = q * I Ce * Rf p = 14.0t1.0*1.4*1.0 = 19.69 psf 30' 25' 20' 15' 19.60 PSF 0' I = 1.0 Ce = 1.4 Rf = 1.0 -------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------- 1..." - ~ '?AI I _____ ____~___ ---~-- ------------ - ..e -0 ..--. IJ+ pLJ;;: 19~ Pl1' ---7----------------------------------------- ))') t1t.F Page: )~ Project: DAlU)~~ Date: )'Q 1" Job No.: :A'f6'QI4 OOKOUT NGINEERING STRUCTURAL SOLUTIONS LATERAL ANALYSIS Description: This house or building is constructed of typical framing. The resistance to lateral forces is provided by plywood or osb or gypsum wall board shear walls. Method: On the wind load sheet contained in the calculations typical building profiles are drawn with the calculated resulting wind forces per linear foot shown. These wind forces are used to calculate the diaphragm forces shown on the following plan(s) using the tributary length of building between shear walls. The shear wall locations are indicated also. The shear walls are indicated by a number contained in a hexagon pointing to a dark dotted line adjacent to a wall or the wall is shaded. Generally shear walls are located such that the horizontal diaphragm forces do not exceed 180 pounds per foot. (15/32" plywood with 8d nails at 6" centers unblocked). The letter contained in the hexagon is the holdown device required. (See hold down schedule) The plan(s) are at 1/8" equals 1 '-0" scale. The dotted line or solid line symbol on the "shear wall location plan" represents the actual length of wall used to calculate the force per foot in the wall. The force in each shear wall is divided by the length of the shear wall to determine the strength requirement or each shear wall The length of wall used for shear walls does not include doors, windows, alcoves or other openings, unless use of detail 9 (see below) is specified. The shear wall construction is described in the shear wall schedule. Requirement for hold down devices has been determined by consideration of wall length and height. Details: Following the calculation pages are standard details indicating general methods of providing a continuous path for the transmission of the lateral forces from the horizontal diaphragms to the vertical diaphragms. They are intended for conceptual information only, the actual conditions may vary and require that the details be tailored to suit. 0^ Page: ~ " Project: 0 A lJ'j:)Jh Date: J '01 Job No.: ;;N\.()'f OOKOUT NGINEERING STRUCTURAL SOLUTIONS LATERAL ANALYSIS: Simplified procedure for heights less than 30ft. By Experience Wind Controls. Wind loads designed per the ASCE standards 7-98. As an option in the 2003 International Building Code. Method used is from table 6-2. Basic wind speed = 90 mph Exposure C p = q * I * Ce * Rf I = 1.0 Ce = 1.4 Rf = 1.0 p = 14.0*1.0*1.4*1.0 = 19.60 psf ------------------------------------------------------------------------------------ 30' 25' -------------------------------------------------------------------------------------- 20' 15' 19.60 PSF J<1\' 0' GAfl.A~ Page: ~ I Project: OA~-ANU Date: ') .Cl"f Job NO.~~~' 0-1 OOKOUT NGINEERING STRUCTURAL SOLUTIONS OVERTURNING CALCULATION TABLE DESCRIPTION P~pL Wg [~/;Iw~J -~r-. t Y HD L 'I I' , Ww = Wt of Wall = 7psf x H P = Diaphragm force in wall, (Ibs.) p P = pL, (/bslft) p = - , .. L = Wt of roof or floor on wall (dead load only) trib width x 20 psf for tile roof x 15 psf for membrane roof x 15 psf for floor Wg = = Force due to y," dia. sillplate bolts at minimum 48" clc (75 Ibs / ft max) 75*0.75L*0.5 Wb = HD = hold down force in hold down device in addition to anchor bolts. Overturning moment not exceed 75 % of return moment. WwL2 overturning moment = pLH = ( 2 WgL 2 + + HDL+21.1L 2)4/5 2 :. HD = 5/4pH - (Ww + Wg + 42.2) L/2 Page: ~~ OVERTURNING CALCULATION TABLE Total Total Diaphragm Roof Wall Total Required Force to Wall Wall Wall Roof Tributary Wall Weight Roof Overturning Holdown Wall Group Wall Group Length Height Weight Weight Width to force (p) (Ww) Weight Moment (pH) Capacity Required WALL # Identifier (G) (P) Ibo. (L)It. (Ht) (pon (pon Wall (It) Iblft Ibs. (Wg)lbo. It-Ibo. (Hd) Ibo. Holdown 1 a 2200 7 9 6 12 6.00 314.29 54 72.00 2828.57 2388 C 2 3 4 5 6 7 8 9 10 11 12 13 14 15 - 16 17 - 18 I I 19 .- - 20 21 22 23 24 - 25 26 -;-- 27 28 - - 29 30 I ~ - - 31 . 32 . 33 - , 34 35 I -- - 36 Job: Date: By: JobNo. : SH: Lookout Engineering ~) \~ ;f2.c ( " , r--.J I , , .- , , -, i I --4 , I I ~ ~ ~>\t II .~ t-y '1 I'. , .: ,-,-".---~..". . . ! ~ ~ ~ ,~ ~ ~ -------------~,,, " ",-,^,~ cQ) ""'~ ',"'b", " " " """"'" '-'-'-,- ''''''''- cQ) "" '-, " ", ''-, ""'-,-\ I o I , i I I I I I --" OK-{lOOi r--------------- , , /:;';" \'" 'W ~ ~ = I \! 1/\ ,.~ -~ 5 ~~ ~~ ~~ .\ ~\\// ~ /\, /' '-. / / / 0 , /' .. " , CD --- ox_ / / x~~ I .. . ~'.-~1 !I h " ;,-( tf n Ii SSOO-!SROO9 ssod-!SS909 ~ ~ ~~ Project: 08i()~lJ Date: ').\) 5 Job No.: ~4-'\ '~'f OOKOUT NGINEERING STRUCTURAL SOLUTIONS Wall Plate Nailing at Wall Chord Mark Wall Construction Sill Plate Bolting 2nd Floor where Member occurs SW-1 1/2" Gyp. Wallboard Sill plate anchor bolls, Top and bottom plate (2) 2 x - studs unblocked at interior 1/2" diameter AB a148" nailing, 16d a116" a.c. face of wall with 5d a.c. cooler nails at 7" ~.C. IV - 100 PLF SW-2 1/2" Gyp. Wallboard Sill plate anchor bolts, Top and bottom plate (2) 2 x - studs blocked at interior face 1/2" diameter AB at 48" nailing, 16d at 12" a.c. of wall with 5d cooler a.c. nails at 4" a.c. IV - 150 PLF\ SW-3 5/8" Gyp. Wallboard Sill plate anchor bolts, Top and bottom plate (2) 2 x - studs unblocked at interior 1/2" diameter AB at 48" nailing, 16d at15" a.c. face of wall with 6d a.c. cooler nails at 7" ~.C. N= 115 PLF SW-4 5/8" Gyp. Wallboard Sill plate anchor bolts, Top and bottom plate (2) 2 x - studs blocked at interior face 1/2" diameter AB at 48" nailing, 16d at 9" a.c. of wall with 6d cooler a.c. nails at 4" a.c. N - 175 PLF\ 3/8" plywood at single Sill plate anchor bolts, Top and bottom plate (2) 2 x - studs face of wall with 8d 1/2" diameter AB at 36" nailing, 16d at 6" a.c. SW-5 nails at 6" a.c. Studs a.c. at 16"a.C. N = 264 PLF) SW-6 3/8" plywood at single Sill plate anchor bolts, Top and bottom plate (2) 2 x - studs face of wall with 8d 1/2" diameter AB at 24" nailing, 16d at 4" a.c. nails at 4" a.c. Sluds a.c. at 16"a.C. IV = 384 PLF) SW-7 15/32" plywood at Sill plate anchor bolts, Top and bottom plate (2) 2 x - studs single face of wall with 1/2" diameter AB at 20" nailing, 16d at 3" a.c. 10d 7\ails at 4" a.~. . a.c. V = 460 PLF 15/32" plywood at both Sill plate anchor bolls, Top and bottom plate 4x-post SW-8 faces of wall with 8d 1/2" diameter AB at 12" nailing, 2 rows - 16d at nails at 4" a.c. ') a.c. 4"a.C. N = 760 PLF CAPACITY OF 1/2" DIAMETER A. BOLTS IN 11/2" SILL PLATES FROM TABLE 23-I-F CAPACITY = 1265/2 X 1.33 = 841 POUNDS. Page: ~5 Project: {)AW~NU Date:") .1;>1 ~OOKOUT ~___j.NGINEERING Job No.: ~'h. <:li --- STRUCTURAL SOLUTIONS HOLD DOWN SCHEDULE SIMPSON TYPE AT HD MARK AT 2ND FLOOR CAPACITY GROUND FLOOR A NONE NONE < 600 B PAHD42 MST37 2205 C HPAHD22 IN 6" STEM MST48 3150 0 HPAHD22 IN 8" STEM MST60 3950 E STHD14 MST72 5785 F HD8A FTA7 7460 G HD20A N.A. 11080 NOTE: For HD values less than 600 Ibs. assume anchor bolts are sufficient. No further hold down required. SUBSTITUTIONS THE FOLLOWING TABLE INDICATES THE SUBSTITUTIONS THAT MAY BE MADE FOR HOLD DOWNS INDICATED IN THE HOLD DOWN SCHEDULE Simpson hold down Substitute Simpson Expansion anchor Epoxy anchor bolt for specified holdown bolt for interior edge condition * * conditions* PAHD42 HTT16 5/8" dia. bolt with 7" min. 5/8" dia. bolt with 10" mon. embedment emb. HPAHD22 HTT22 NONE 5/8" dia. bolt with 10" min. emb. HPAHD22 MTT28B 3/4" dia. bolt with 8" min. 5/8" dia. bolt with 10" min. embedment emb. HD8A HD8A NONE 7/8" dia. boit with 15" min. emb. *** . Hilti Carbon Steel Kwikbolt " Expansion Anchor .. Simpson SET Epoxy-Tie Adhesive (reduction factor for absence of special inspection was used) ... Use the epoxy system for interior and edge conditions. All anchors shall be installed as recommended by the manufacturers requirements and shall be inspected as required by the local building official. Special inspection may be required, verify with the local building official. Page: ~~ Project: OAl1)~M\) Date: ). ~'5 Job No.: 2%.o'-Y OOKOUT NGINEERING STRUCTURAL SOLUTIONS NOTES: 1. See General Structural Noles on Drawings for other information. All sheathing continuous to top of wall unless noted otherwise. Nailing requirements apply at all panel edges, top and bottom piates and blocking. Studs for plywood shear walls to be not smaller than 2 x 4 spaced at not more than at 24" O.C. (typicai) U.N.O. on Shear Wall Schedule. Studs for gypsum wall board shear walls to be not smaller than 2 x 4 spaced at not more than at 16" O.C. See shear wall elevations in Details following for information not shown. 3/8" and 1/2" panel grade 2-M-W oriented strand board may be substituted for 3/8" and 15/32" plywood sheathing, respectively. 7116" panel grade 2-M-W oriented strand board may be substituted for 15/32" plywood sheathing providing studs are spaced a maximum of 16" on center. 2. SILL PLATE BOLTING SUBSTITUTIONS: THE FOLLOWING SUBSTiTUTIONS MAY BE MADE FOR THE 1/2" DIAMETER ANCHOR BOLTS ABOVE ALL INTERIOR WALLS 1/2" diameter wedge anchors (ICBO approved) 2-1/4" min. embed at same spacing. ALL EXTERIOR AND/OR INTERIOR WALLS 1/2" diameter epoxy anchors (ICBO approved) - 2-1/4" min. embed at same spacing. Simpson set epoxy - tie adhesive (reduction factor for absence of special inspection was used) INTERIOR GYPSUM WALLBOARD WALLS ONLY Hilti pins X-DNI 72P8 at same spacing as the 16d wall plate nailing indicated for 2nd ftoor condition indicated in shear wall schedule. 3. Nails indicated in table are common nails. 16d sinkers may be substituted for 16d common nails but placed at 0.87 times the spacing. Page: ~-:r ASCENT ENGINEERING SERVICES. LLC 7910 Ralston Road, Suite 4 Arvada, CO. 80002 (303) 456-6518 Fax (303) 463-2965 January 2S, 200S Mr. Brandon Dardanis Tech Block Colorado P.O. Box 99S4 Denver, CO. 80209 RE: 3017 Depew St., Wheat Ridge, CO 80214 Mr. Dardanis: I performed an onsite inspection of the concrete pour for the stem walls at the above referenced address on January 24, 200S. The stem walls were stacked "Tech Block" with steel reinforcing. The concrete used to fill the blocks was 4000 p.s.i. Agilia@ self-consolidating concrete provided by Lafarge North America. The concrete flowed easily and filled the voids completely. If you have any questions please call. Sincerely, Dennis H. Beamis, P.E. DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: /-p;;- Q Applicant: j ;J-LUI A-N {'r Location of Construction: 30 17 b~e.J 'B:--,-,;>.. { Purpose of Construction: $ FR Building Permit Value: Phone # 7 ).cJ~ ')..? f- f? 2 / Single Family ~ Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: (For document processing) $100.00 $ 100.00 Single Family Residence Review Fee: (For review of applicable technical documents) $50.00 $ SO.oo Commercial/Multi-Family Review Fee: . (Forreview of existing technical documents) $100.00 . (For review of technical documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ $ CDOT Access Permit Fee: $150.00 (for document application and processing) $ Traffic Impact Study Review Fee: $200.00 (For document review and processing) $ TOTAL REVIEW FEES (due at time of building permit issuance): $ ISe.oo PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITIING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT -OF- WAY. Sl....ore or App.~t -7 {l./a---f 00.. f-F;; K:\FORMS & LETIERS\DEVELOPMENT FORMS\Fee StruCture (6-S.04),do<; Rev 6/04 ,- COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 18215 BUILDING INSPECTION LINE - (303-234-5933) Date: 1/4/2005 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 -.(303-235-2855) Property Owner: MONA DARDANIS Property Address: 3017 DEPEW ST Contractor License No. : 20568 Company: Colorado Excavating & Demolition Phone : Phone: 456-6056 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate,aild do not violate-applicable ordinances, rules or regulations of the City of Wheat Ridge or covena~ts, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that.1 have, read and agree to abide by all conditions printed on this application, and that I assume full responsibility for C()mpliance with theW t Ridge Buildin'g Code (U.B.C.) and all other applicableWhe . e ordinances, f we nder this permit. /-'1- 0 r Total: $50.00 $0.00 $0.00 $50.00 (OWNER)(CONTRACTOR) SIGNED Use: Description: DEMOLITION OF EXISTING HOUSE BUILDING DEPARTMENT USE ONLY ~~. Approval: Zoning: ~ Approval: ~ Approval: Occupancy: Walls: SIC: Sq. Ft.: SEE STATE APPLICATION SIGNED OK. Roof: Stories : Residential Units: ElectricaL License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: Expiration Date: Approval: Expiration Date: Approval : (1) (2) (3) This pannit was_ issued in accordance with the provisions setfbrth 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. This pannit shall expire if (A) the work authorized is not commenced within sixty (BO) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this pennit expires. a new permit may be acquired for a fee of one-half the amQunt normally required, provided no changes have beenor will be made iothe 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.. .. . No work of any manner shall be done that will change the natural flow of .....ater causing a drainage problem. Contractor shall notify the Building Inspector twenty-four {24} hours in advance for all inspections and shall receive Written approvalon inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a. permittor, nor an approval of,. any violation of the :~~ance'law.ruleorregUlation. . Please sign Terms an~ CO!1~itions on reverse side of page. (4) (5) (6) ~'~H["'", /:: \"0 - " U ~ COLOR,.(R COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION !&; Pi:;6 J-!- Company ~tora J 0 Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: /f/ vn./i. 017 Phone: Ex ('c{ vo,.-ft' h C; Phone 3&0 -/;..r6 -6 OJ 6 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT r, (OWNERXCQNTR.f.CTOR):PRINTEO Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ J hereby certify that the setback distances proposed by this permit application are accurate. and do not vtolate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or resbictions of reooro; that all measurements shown. and aUegations made are accurate; that I have read and agree to abKie by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U .Re) and all other applicable Wheat Ridge Ordinances, for work del'" this perm' 7 (OWNER){CON'T'RACTOR): 9GNED DATE /-Ij-O( Description: DATE IHf f' /t I ~~rh /7 --f V(t/~ (/ Sq. Ft. odded BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORl<S COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permil was issued in accordance with the provisKms set forth in your application and is subied to the laws of the Stale of Colorado and 10 1he Zoning Regulations and Building Codes of Wheal Ridge. Colorado or any other applicable on:linanees 01 1heCity. (2) This permit shaD expire if (A) the work authorized is not commenced within sixty (60) days from issue dale or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If !his permit expires, 0 new permit may be acquired for alee of one-half 1he amounl normally required, provided no changes have been or vrtiIl be made in the original plans and specifications and any suspension or abandol.mem has not exceeded one (1) year. II changes have been or W _$ion or obo"do,,,,,,,,,1 exceeds one (1) year,luIl_ shall be paid for 0 new permit (4) No work of any manner shall be done thaI Mil change 1he nalur.llllow 01 wale< causing 0 drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (2.) hours in advance for all inspections and shall receive written approval on inspection card before ~ing with successive phases of 1he job. (6) The issuance of 8 permit or the approval of drawings and specifications shaD not be construed to be a permit for. nor an approval of. any violation of the provis01S of the building codes or any other ordinance. law. rule or regulation, Chief Building Official DEMOLITION PE,RMIT APPLICATION FORM A $55 FEE MUST ACCOMPANY THIS FORM. INCOMPLETE APPLICATIONS WILL BE RETURNED. (Permit will be mailed to demolition contractor unless specified otherwise) Subnlt form to Permit Coordinator CokIfado De~ of Public Heanh and Environment APCD-SS-81 4300 Cherry Creek Drive South Denver, 0080246-1530 Phone 303-692.3100 Fax 303-782-0278 g <J .. ~ ~ c o U c o E (5 E '" o 'O:a""lo [x{'av~-h't Street /1 SO W. 6 ~ /;bJ e... C<vhva ;Ia..--- S'to 11000 If T~rone;~.~Co4J6 -6 OJ 6 ~,..a";'"bt1 k {j hi I o,37ine~riit'~7:;;6 "'6 [ Street!y/tr 10 rver f/-~ '" - iii Ci co &. co c crty Zip Code co o to " .c 0 co- <( l!l ,,0. " co -c h_ :;:l ~ " o ~\ tl-A .- YVrth rT'f signature bek>w, I certil'y that I possess curreri AHERA and stale d CdoraOO certiflCabOn l!IS an Asbestos Building Inspeqor I atso certify that I ha\'e inspected the bUlding to be demolished, as Asted in the Dermlition Site tklck above, sampled aU suspect materials (in accordance WIth AHERA), had _0 all &aIT'flIes analyzed for the presence of asbestos t". a NVlAP accredried o laboratory, and have determined thai (check appropriate box and slg" in ! r- BLUE~I:~)~M -exists an~~;~-;;~e ~~~;~ - - -- -- -- __m__ _ C! ~ ~ r~- , The-~i;ACMlett on lhe-~il<Wlg is ~~-r;;;ble VAT a."&~. b. r.,mp~~~~t;d _ tV roo""q ,..It an(l tn...... will '~lI'" .,on.lr"Jl)l~ -tw,n'l -!6~""..,...,., . ~ .g t.-. _. '1~Hjf~~;;~;M .0' "'C:M Ihll~~:~~-'~~~~~;'~';"'" ~ .,~-" ....rn~'..'~" '~'ll ~.- . - '.. en ~ II 10000nd ha:; !.>een ccmpiele1v ,emove(! Itom Ih,:; b...~d'n9 p~: my \/'S"OII <( 4J spe(tJon -gU ~ I ttt~<f Gi U K. Building Name Year Constructed ., - iii c o E (5 E ., o Type of Building (ie. residel1ia1, warehouse, office building. etc,) ::J ell ""30l-=l- ~ c~ed 1\~'1 Proposed start Date 01 ~O -oS OJ. -0 ONner's Name ;'\ ~ jJ1l:'.).JJi '$heJ-),4;U/S street SD'15 Dr:' l-,) ~ C<v .et>r..f: Telephone With Code "'$tl3 ,27 .. > o E (; "'- a::~ ...:: .s c CO 0 llU to <( tJ Dale RelTlC1Vat Completed '( O~ Telephone Wit" Ar Code . '> tS+ - 0'50 L t veOty thai all refrigerants from air COnditioning/refrigeration appliances have been property rE!COYefed tn accordance with AQCC RegUatiorl No. 15 (For informabon on CFC requiremerll:s can 692-31 (0) (; 13 I CHECK THE APPROPRlATE BOX: l!! ' ~ ~?<\fBu~~ng~ C ~. Qi i c ~ ~ I-Dot.: _J :g i /Z'Z"i"q. .. ~ . S9nal<,e-1rYJtrYtA-C .[;pJ~ ""'"";;' fj};R/)ANt5 ContraclOf Permit'. THIS Box IS FOR CDPHE USE ONLY: Postmark or Hand Delivery Date Check #: ~ ~ Rev W3. 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SS9JPP'o' qor E--;j A:lUedn:xlO adA.l suo!~edsUI JOj peJlnbeJ eo!~ou SJnOH t~ e~!s 6uIPllnq elU UO p~sod Sl pJeo S!'1~ sselun epew eq ~ou 111M SUOlJOedsUI e$ 178 ! ft6S+&~ (llJtJ au,., uo,,:Jellsu/.A:J SSBZ -SEZ (EOE) EEOOB OpeJOIO:) 'a6P!~ lea4M anuaNv' 4l6Z OM OOSL aHO~D NOI-L'~clSNI . .~.'Cc ,:';;'~ - r~7 ~/' .' \ ""~ _....,')((1 ;;;'; I V ~ ; if I, ,~ ' i " -~ ;'it' "J ,,:,'~~... (-: ~ '~" l' r" ,,;.' ',I> it' \i '" ,""'" '. 1 ." 1--- 9:Y..;J)!'J"l:) \," ,', _ I..,r-,f 'i ''I' j;/t s - '~-},--1 I ....,.v '-.. '17)(".' iA"P"1.8'y'- ~ ~"'I ,,"(,,~ ;"J 1\ r ,,...:::t J...<'~)~'V' ~8i,~S- J\i1'~;'"1'(j 1;!:I ~ ;; 2f.Jti~?J,. "("I ),;"')I'S V,," I,N.~j -- I \ .? 'I '_>('.'.1:1 'j'~) ~pO' J "Ifl ~~. ,~ .;> ~ A ..-;1 ')() -- ",.>",. -1..- c- ~:J ~':? (SL==d L. aj ~1~>U \ -0 c::z.p' ~;JI~t ~;;J --o-p) 91//sf) . J ("{- r ~ \ :SNOI133dSNI 'i SlN3WW03 1VNOllIOOV Jo~oadsu I JCV UO!~BOOl alq!S!^ U! aOBld '" ~~ ~ City of Wheat Ridge Community Development Department Memorandum TO: Mona Dardanis Jeff Hirt~~anning Technician FROM: CC: Contractor Involved in Construction SUBJECT: 3017 Depew Demo/New Single Family Home DATE: November 22, 2004 The building permit for a single family residential home at the above mentioned address was approved with the following comments: 1. No site plan was given that illustrated the new structure in relation to the entire property. A "to scale" Improvement Location Certificate (ILC) was submitted illustrating existing conditions on the lot. The dimensions and setbacks shown on the building plans (drawing number A-2) were used as reference to determine where the proposed house will sit on the property. The permit is therefore approved based on the dimensions on the attached site plan. 2. Lot coverage calculations were done based on the assumption that all of the existing structures shown in the ILC would be demolished. 3. Access from the alley into the garage in the rear of the lot must be paved for the entire 15 feet of its length. 4. All landscaping requirements for single family residential must be met per the note on the building permit. 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: 18082 Date: 11/22/2004 Property Owner: MONA C. DARDANIS Property Address: 3017 DEPEW ST Contractor License No. : 21773 Company: Mona Dardanis Phone : 883-5488 Phone: 274-1677 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation: Permit Fee: Plan Review Fee: Use Tax: $260,000.00 $2,456.75 $1,596.89 $3,120.00 $7,173.64 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable' ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed. on this application,and that I-assume full responsibili for compliance with the WhE!at Ridge Building Code (U.B;C.) and all other applicable Whe ge or inances, for work under this permit. (OWNER)(CONTRACTOR) SIGNE DATE{-O r Total: Use: Description : NEW SINGLE FAMILY HOME WHERE AN EXISTING HOME IS LOCATED. AT SAME LOCATION. WILL TEAR DOWN EXISTING HOME TO PUT NEW HOME IN. Approval: DFB Occupancy. R-3 SIC: Sq. Ft. : 11/22/04 -OK PER ATTACHED MEMO Please 1'1 '#15.:;1,'51/ Owner I contractPr is responsibld ^' pro . . .. d nstructlng improvements aCeD, no Imes an CO Ian and required development stand rds. OK WI NOTES. 11/16/04 ;::ct~:not responsible for inaccurate infom . tion .tied within the plan set and ~y const':llc Ion $00::01$ resulting from Inaccurate mforrnal1o . 11/19/04. SEE ATTACHED: NOTE: DRAINAGE IS TO BE ADDRESSED IN SUCH A MANNER AS TO NOT ADVERSELY IMPACT ADJACENT PROP'S. INSP BYBLDG & PW DEPT B4 C/O. BUILDING DEPARTMENT USE ONLY -,~ is.~lpg~e ts' Approval: JH Zoning: R-1 C ~~~ Approval: CR Walls: Roof: Stories: Residential Units: 1 Electrical License No: 21899 Cornpany:ASA Electric, Inc Expiration Date: 2/28/2005 Approval: oklks Plumbing License No :18829 Company :Diamond Plumbing Expiration Date: 1/7/2006 Approval: oklks Mechanical License No : 22.189 Company: K& D Design Inc Expiratipn Date: 1/7/2006 Approval: oklks (1) This permit wasissued,in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and fo the Zoning Regulations and-Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permitshcdlexpire if (A) the work authorized is not qommenced within si>Cty (60) days from issued,ate or (B) the building authorized is suspended or abandoned fora period of 120 days. _. _ _._ _. _ _ _ _ _ _ . (3) If this permit expires, a new pennit maybe acquired forB fee of one~halft~e 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 exceedspne(1) year, full fees shall be paid foranew permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainageproblem. (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 ofthe job. (6) The issuance of e~it or th al of dra'"1ngs and specifications sh?1I no' be constru!f!)llt!llIil'Ilm'l.'i'!J'MWf atIiWPm'iMufill!:l~l'Ili?" Rn!m be proVISI Ulld. es. or any ot Inance, law, rule or regulation. ".' 't' fi fi 1 if .- ' 'h ," onSl e or na roo Inspection whic specifY roofing materials have been installed to meet Chief Building Inspector. 110 MPH three-second wind gust---IBC (90 Please sign Terms and Conditions on r~evSlI:I'erm,pagmC). DEPARTMENT OF PUBLIC WORKS SINGLE-FAMILY/DUPLEX BUIWING PERMIT APPLICATION REVIEW Date: /1 I/q If) t./ . Location: 30/7 DlEf'eu S~ ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a SI AJI!r~ ~ IL '7" ~ ~ to be located at the above referenced address, Please note the summary comments below. 1. / Drainage: a. Proposed GradinglDrainage Letter & Plan required: Yes b. Lot drainage/grading to be reviewed by Building Division: c. Site drainage/grading plan has been reviewed and is: _OK No ------ _ Not OK; refer to stipulations, 2. V' Public Improvements to be completed: a. street paving/patching: Yes b. curb & gutter: Yes c. sidewalk: Yes If not, the amount of escrow taken: $ AlIA Items escrow is taken for: OM Has Escrow Agreement been executed: '-'/"f_ Yes 3, ,/ State Highway Access Permit needed: Yes ~No ~No ~No No ......-No 4, .,/' Does all existing roadway/alley RO,W, meet the standards of the City: ~Y es No If not, what is requested: ,J 1* If RO.W. is required, has the deed been received: AJ ~ Yes No 5. v' APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations, :J~4-/ic,. '#.'_ Signature David F. Brossman, PLS, " II~ /f)'i Date 6. AliA 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, PLS. Date 7, ,.;/4 Stipulations attached: _ Yes V No 8. J./ /A- A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (e.O.) 9. V NOTE: Any damage to the existing Public Improvements as a result of this construction is to be repaired to meet City standards by the Permit Applicant prior to the issuance of the Certificate of Occupancy, 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 (303) 235-2861 FAX (303) 235-2857 DEPARTMENT OF PUBLIC WORKS LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED II/I"I/t:,q , ADDRESS 30/7 lu"pE:Z..J STICe.e:> { Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an on site 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, ~, ;,-;A 141. - David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 ,~;")cDV DATE './ 1.-, -_._--~- t _k- AleW 'Sn"'j'\-e. G.....,I'rt- oN,lAde.. C..... 61<~': ''''.S<. fM,~.fej !~''!1-'?') ,'r~ -;~ /0<;'0'/...01 Q..- ~'/IlF {.cu,I,."!, (A.LeI ~\2.- ,,*,',,1' 13"'-;I~J-,''''') JA.:"""G J.o p.-J.- l"jeu..:. kP,vtE- I,,~ , COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION /Vl.~N -A e D.4I2 On /V/5 6(i/7 Oe.pf'_W J-Ic,.u.f: o.J"ic'R .~; \.:k(Z- Property Owner: Property Address: Contractor License No.: Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B,C) and all other applicable Wheat Ridge Ordinances, for work under this permit. IOWNERllCONTRACTORlSIGNEDJJI I?l<i-, C~jdo:'1!?J DATE ,117_(:4 (OWNER)(CONTRACTOR):PRINTED Description: .P" Sq, Ft. added BUILDING DEPARTMENT USE ONLY ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: I :J..( W~ \--l ~ lc~ (\ Cl: '-~, Ii) " ~ ,\LL ' . , . L' C'- ;"" .\.i1'S \,-C '. ,:J(.lr_ .....c C'(\ ~(1 \ D"'- "- 1 _,LllC PUBLIC WORKS COMMENTS: Approval: ccupancy: Walls: R Stories: Electrical License No: Company: IlC:-f1 Expiration Date: Approval: //j~ yet <'.,. Plumbing License No: . 't.~"Z,"I Company: 'l:>\-4_f'."_o()ct ".~:)\\4"~ j .' .- Expiration Date: Approval: Building Permit Number: Date: \ l\o b '(,9- Phone: '303 -SI>:3 - s-r,8$ Phone: Value:$ . , $ I PermIt Fee: ..9'-15'.7 Plan Review Fee:$' 1>7 fP. E' Use Tax'5; 3 I ,l-c. L'C Total:$717.?,Io" SIC: Sq.Ft.: /- /1J ,D4 Residential Units: Mechanical License NO: ")... ~.... Company: /" -.: !) 1-"." I' #, '" .. I " IK.~ t I "-~... 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 or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1 ) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job, (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for. nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation, Chief Building Official Property Owner: Property Address: Contractor License No.: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Uo 7L6..() .c"':: Building Permit Number: Date: . ~' WHEA,." ~ / ~ 0 - " u ~ C'OLOR",QO Phone: 8B~ -ll/! "I ,o~) t3B 3 -5 yeS Company: :;2/ '773 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:~ Total:$ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that , assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. (OWNER)tCONTRACTOR): SIGNED DATE (OWNER)(CONTRACTOR):PRINTEO DATE Description: S~ Sq. Fl. added ZONING COMMENTS: I I Approval: J It II). ~ D1- 0 K Zoning: ~-IC BUILDING DEPARTMENT USE ONLY ref 10 ++-d'flJ NI~""O SIC: Sq.Ft: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: pccupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: 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 (8) 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 or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1 ) year. If changes have been or jf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official '-~' .HEA,.", ~ 0 - " U ~ COLOR/>.<JO COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION ,1,.10 "J ,<-ot '7Ux ,. f'R-- C~; Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: ol1JC '?on Phone: 88'1- Ji//<1 'o~) 883 -5 VBS Company: ;:) I 17.. 3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:5; Total:$ I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. (QWNER)(CONTRACTOR): SIGNED DATE (QWNER)(CONTRACTOR):PRINTED DATE Description: S~ Sq. Fl. added BUILDING DEPARTMENT USE ONLY SIC: SqH.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: /l1~oe, ~ I I'LF'f$E NL>TC T1IiZ RJu~.l'-V~ : PUBLIC WORKS COMMENTS: DRIf-IL>~ IS 'TO BE -'fl>'l>iL&SSEl:> IAJ !><Jt::H A I"f-+AlulC. Approval: A-S Tel NIST ,.,.'bl/€JI.SEZ-Y /iI't~~ ~~ P1iU>A S"1oIA-u.. BE N"S~ .1SY BuILlHAX;. -' Pe..J bE:P7s />,h, 'S$V-f-Nc:.& 0': C. o. 'f -- -See: A-rrA<'-HEb :S~/~- Walls: Roof: Son: Residential Units: ~. 7b !occupancy: Electrical license No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This pennit 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) Thjs penni! 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 or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspenston or abandonment exceeds one (1) year, full fees shall be paid for a new pennil (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law. rule or regulation. Chief Building Official Residential Worksheet (SFIDuplex) Submittal requirements: Copy of Deed n Site Plan (to sqle) NO ,tfjeS"J'or'r hM};'/-i;d " :lL c vretl- Address: 50'7 pefel/t! Elevations @ Zoning: f- (e Use: <;t= Property in the flood plain? No Lot Size: fe,(g ,(/ sq. ft. Lot Width: 50 ft. MaxImum Lot Coverage: 1fJ % '1.-& 100 sq. ft. Maximum Height: 3) ft. Maximum Size: z-'fi>d sq. ft. Proposed Height: z-t '& " ft. Proposed Size: '2-(}1tJ sq. ft. Access Noles 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 permiued. Landsc8Dine: Notes For one. and two. family dwellings. one tree for every 70 feet of street frontage is required. IOO'7r of the front yard and 25'7r of the entire lot must be landscaped prior to issuance of c.o. X MA~ e~ {XcrtlrJG Street trees required; 2- Street trees provided: OOKOUT NGINEERING STRUCTURAL SotunONS 13601 N. 12th Way Phoenix, AZ 85022 V 602-795-9080 F 602-795-9081 Project: Dardanis Residence Address: 3017 Depew St. Wheatridge Denver, CO Client: Tech Block of Arizona 3116 E. Shea Blvd., # 232 Phoenix, AZ 85028 Job No: 246-04 October 19, 2004 Date: Rev: PAGE 1 2 - 14 15 - 18 19 STRUCTURAL CALCULATIONS INDEX ITEM Criteria Framing Posts and Foundations Lateral Note and Load 1:2g~~~h'NG STRUCTURAL SOLUTIONS Project: Dardanis Residence Date: 10-04 Job No.: 246-04 STRUCTURAL CALCULATIONS Client: Tech Block of Arizona Information Given: Plans and Elevations Job Requirements: Tech Block Desiqn. Gravitv Desiqn Construction: Wood Roof. Tech Block (Masonrv) Walls Governing Code: IBC 2000 &2003. IRC 2000&2003 Materials and Allowable Stresses: Soil Bearing Pressure: 1500 psf@ 1 , - 6" Below Lowest Concrete Foundations/Slab-On-Grade: fc= 3000 psi @ 28 days Elevated Structural Slabs: fe" ----- psi @ 28 days Other fe" ----- psi @ 28 days Masonry: ASTM C9O, fm= 1500 psi Reinforcing Steel: #4 and Smaller: fy= 40.000 psi #5 and larger: fy= 40.000 psi Structural Steel: ASTM A36 fy= 36,000 psi, U.N.O. Bolts: ASTM A 307 Anchor Bolts: ASTM A 307 Lumber: Fv(PSI) Fb (PSI) E (PSI) Glulams: 24F-V4 O.F.-l. - Simple Spans 24F-V8 O.F.-l. - Continuous and Cantilevered 165 2,400 1.8x10. Sawn Lumber: Joists: #2 OF-l. Beams: #1 O.F.-l. Studs: #2 O.F.-l. See following page for stresses. Plywood: Floor: 3/4" APA rated sheathing, 42/20, Exposure 1 Roof: 112" APA rated sheathing, 32/16, Exposure 1 Wall: 318" APA rated sheathing, 24/0, Exposure 1 Wall: 15/32" APA rated sheathing, 32/16, Exposure 1 Page: 1 ,~ -- r --- I~____- ----=:=:=:=:=:=:-:1 :r-:=:=:_. ---- ~ 1---- " .' ~ ; ~ >'l<l ~u ~~ ~, ~ ~~ 3~ ~, ~ ~ '" :z ." -' a. l~ ~8: Cj~ a --,--- -,---r I I I __..1-_ _L-__L I I I I I I ---+-- -t---~f- I I I I I --,--- ,---r -I- ----'- (ill) <.5 <> ~'o - , ..<. ~~; g",g ~"'~ @:-_. <D> ~~ ~'< ~z 0..1----- ~~ --r -,-- I I -------.::If. ri! .::: -g~ ---~ 00 8' ------sa.- ~'" - . ------- I I --+-----+-- I I I ---,-- ~----- <ED <D> CED <D> ~~0 <.:>::;;:c:i ~iJ ai~~ "'0 "'~ " , .. . , ~ :z JI , < ~ Project: Op{<nAf'l1 ') Date: 1 ~''O'v\ Job No,: ~~''<l+ OOKOUT NGINEERING STRUCTURAL SOLUTION: FRAMING BEAM SPAN TRIB LOAD REAC MOM USE /1 I ~' Ll, 'J <:,~ l~ ~.-r (.,,) e~ It.... Ll f\) rJL ~ Z, IV co' L.l J"~ OL l~ ~'I ~,) - ~ ., '::> Gel ~' u.- ") \)<;) o L 1::2v:. l\ ~9.'" <o'\ql~ c:.\.& "4- r1 J'ifq-:l I bL ~ ~ '5 f1i\1U4 Z- .J \L Co l"iATcN J IS'I ld' u. "- Lj ~(j S.) ~.\ r)Ltx' I)~ p~ '7 Ol-- l-Lo 'etA Page: ~ ..J""i~ookout . /" c:.nglrTeenng Structural Solutions !Rev: 580007 . I ~i~9:8~~O~~O:~~5R~:~~'~~9i~-~;~~~;ftware Concrete Rectangular & Tee Beam Design Le__. __~____~~_____~_ ~.._ ~ . _ _~_n_.___~ ~...- _ ~n__..,_'___ ~- .c-~,.__. -.- Description Title: Oardanis 05gnr: Gary Description: Tech Block house Job # 246-04 Date: 620AM, 19 OCT 04 Scope; Page 246-04dardanls,ecw:CalcuJallolls . ':~_':"'--,::c",~'~~'----~'-----;--;'"-;;'.-' Lintel, L-1 [G~i!r;f~;~ation ~_ Span Depth Width Code Ref: AC1318-02. 1997 UBC, 20031BC, 2003 NFPA SOOO ~ Fe ." 3.o60p~I' Fy 60,000 psi Concrete Wt. 145,0 pet Seismic Zone 0 End Fixity Pinned*Pinned Live Load acts with Short Term ,'-IOf'~'-l>'-~".,Jo1>..lle..:ll1-_\.,.~"."';: 4~00 ft 6.000 in 6.000 in Beam Weight Added Internally ----- ----- , r .''.~''_.'''''''c'~"",~_._.....,~"......>.,.._"....-lI>!'''~~.~_ ..Reinforcing '.'_""~.",,,'-"".,.. ~",",,"'~,..._..A~..jOo~"'-,- .,.""" Rebar @ Center of Beam... Rebar @ Left End of Beam... Count Size 'd' from Top Count Size 'd' from Top #1 1 4 5.00in #1 In #1 ---- -------_.._------_.~ . Load Factoring i' ", ,,"- __~, . ..__ ~..""' ......~.....w. " ;................:,"""_,."."",~.._-...~..~_..""""~........,.<...".~......~,,,"...""-,,....01:. Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318.02 for concrete design. Factoring of entered loads to ultimate loads within this program is according 10 ACI 318-02 C.2 Rebar @ Right End of Beam... Count Size 'd' from Top in r~----'-"'-'---'-"-'~-'-'----~--------- : Uniform Loads .,,,'I!;'''-.' """'""""''''~:.~ ,;;. .] ~,~,'__".""_~"'__.'~ "',,",.~.""'.""" t; #1 #2 Dead Load 0.440 k 0.150 k Live Load 0.440 k k Short Term k k Start 0000 ft 0.000 ft End 4.000 ft 4.000 ft :' ~~~n:iry Beam Design OK Span::: 4.00ft, Width= 6.00in Maximum Moment: Mu Allowable Moment: Mn*phi Maximum Shear: Vu Allowable Shear: Vn*phi Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 0.667 1.333 2.000 Max, Spacing 2.500 2.500 Not Req'd Not Req'd MaxVu 2~574 2.184 1.092 1.066 I Bending & Shear Force Summary ,--""..l1o:.,~~J4""."'~""""'-."'~::;,,""=,,,,___,~~,', "'''''''~'~'~_'''''':_.-<'l>Lo<<~~''''''-'''l'l:;'_~L~.-''. _ ~._~ Bending... Mn"'Phi Mu, Eq. C~1 @Center 4.14 k.ft 3.25 k.ft @ Left End O~OO k-ft O~OO k.ft @ Right End 0.00 k.ft O~OO k.ft Shear... Vn*Phi Vu, Eq. C.1 @ Left End 13.97 k 2~57 k @ Right End 13.97 k 2.55 k ! Deflection Depth = 6.00in 3.25 k.ft 4.14 k.ft 2.57 k 13.97 k Maximum Deflection .0.0441 in Max Reaction @ Left Max Reaction @ Right 2.13 k 2.13 k 2.667 Not Req'd 1.066 3.333 2.500 2.158 4.000 ft 2.500 in 2.548 k ~ ) Mu, Eq. C-2 2.44 k.ft 0.00 k.ft 0.00 k.ft Vu, Eq. C-4 1~93 k 1.91 k Mu, Eq, C-3 1.13 k.ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-~ 0.89 k 0.88k 0.0000 in 0.0000 in 0.0000 in @Left 1.252 k 2.132 k 2~ 132 k at at at 0.0000 ft 0.0000 ft 0.0000 ft _.'.",-.,__~,;i_. .'_~~s&>~_~"'c!;".,."....,~..JC'";"''''''~: Downward -0.0111 in at 2.0000ft -0.0441 in at 2.0000ft -0.0441 in at 2.0000ft -_.~._~_.- Defl-e~tion-s... DL + IBm Wt] DL + LL + (Bm Wt) OL + LL -+ ST + [8m Wt] Reactions... DL + (Bm WI]] DL + LL + IBm Wt] DL + LL + ST + IBm Wt] . ,.:...)--~..., ,... ,,. . ,. --7;';;>:TC',. ~""""",.",".~_.....-a...,;:r.:,.;:...'\..ol"'_~; Uoward all Riehl 1.252 k 2.132 k 2.132 k --" o J"'-ookout . /""'" englneenng Structural Solutiol1s Rev:-S80007 --- ..~~- -~.--:----- ~t;~~~~~~~~~~_~;~~~~~l~-~e~f~~_o~~~!:_e_~~~,crete Re~!~~~~_I,~~. ~,,! e.:_:~,:~_~,_ ~:~_Ign Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:20AM. 19 OCT 04 Scope: Page 2 246-04dardanis_ecwCak:ulalions - -----J._:~:~.~,'_~.::;.~~ -'-~ '~'"C-'-:-':"~.~--'- Description lintel, L-1 ----, ~ction. Analysis '---::-o-~~--:c'-~,':::7~,,' ---",-,';._.,,' < "-"~',Y ~~:~,:,"",,?,,;o_,,'.~--W;;~;~":4:~7:~ Evaluate Moment Capacity... X : Neutral Axis a = beta. Xneutral Compression in Concrete Sum [Steel compo forces] Tension in Reinforcing Find Max As for Ductile Failure... X.BaJanced Xmax = Xbal . 0.75 3-max = beta. Xbal Compression in Concrete Sum [Steel Camp Forces] Total Compressive Force AS Max = Tot Force I Fy Actual T ensjon As Center 0.920 in 0.782 in 11.965 k 0.000 k -12.000 k Left End 0.000 in 0.000 in 0.000 k 0.000 k 0000 k Riaht End 0,000 in 0,000 in 0.000 k 0.000 k 0.000 k 2.959 in 2.219 in 2.515 in 28.863 k 0.000 k 28.863 k 0.481 in2 0.200 OK 0.000 in 0.000 in 0.000 in 0.000 k 0.000 k 0000 k 0.000 in2 0000 OK 0.0000 in 0.000 in 0000 in 0000 k 0000 k 0.000 k 0.000 in2 0000 OK i Additional Deflection Cales ..,.",.,......._~",!;".,..._,. "....~"...<"_"-~.~H ~ .,~.,..,.,."",.._~'.,.. ..""'''-'''''.-,;.,......,."'..~7~.~_;:;rJ~ Neutral Axis Igross lcracked Elastic Modulus Fr;: 7.5. fC^,5 Z:Cracking 1.480 in 108.00 in4 29.50 in4 3,122.0 ksi 410.792 pSI 83.219 klin Mer Ms:Max DL + LL R1 = (Ms:DL+LL)/Mer Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST)/Mer I:eff... Ms(DL +LL) I:eff... Ms(DL+LL+ST) 1.23 k-ft 2.13 k-ft 0.578 2.13 k-ft 0.578 44.652 in4 44.652 in4 Eft. Flange Width 6.00 in -.-------,------------.., ! ACI Factors (per ACI 318-02, applied internally to entered loads) I' l ,.... _. ..COn _.' " ~~--=-~_~.~-:::;-:-"~7''1'''.:,'''~~;~''-'' .p,.,--:-;,.-,'J.[:!,-:;;;'"'__:.-.:-...,.i<;......~.....KXii"i' ~QT.;.~..,;;,..,~~;':;~::;;:.~~.;:~~;..~~':::"">!:';::",-~'ij""1'--I ACI C-1 & C.2 DL 1.400 ACI C.2 Group Factor 0.750 Add"I"1.4" Factor for Seismic 1.400 ACI C-1 & C.2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"l "0.9" Factor fOf Seismic 0.900 ACIC.1 &C.2 5T 1.700 ACIC-3ShortTennFactor 1.300 ...seismic = 5T .. : 1.100 Co ./':::Q;kout , / Lnglneenng Structural Solutions '~:~,}tZ':04905V"5801D"'2003. Concrete Recta~gula;&-Tee-B'eam Desig~ P;g;-- LJQ~~~~:3.?~ E.NE~S:~~C E~~:'~.!:~_r~ng.softwa~___,. "'_,___~ ___n _ _.._ _~_.~_._. ,,-'-"-'--""-,"~',C-'-"'-", -::'_~""'~C'~~'~"-"~-"~.---~_'7C-- _ _ __J_,.__,_~~~_~~~:~~~~'S-:;;::~a~,:~~~;!:;, Description Lintel, L-2 Code Ref: AC1318-02,1997 UBC, 20031BC, 2003 NFPA 5000 i ~------~----- ---------" ,_ ~..'" --- -.."_~..,.~..,,L fc 3,000psi Fy 60,OOOpsi Concrete Wt. 145.0 pet Seismic Zone 0 End Fixity Pinned-Pinned Live Load acts with Short T enn Title: Oardanis Dsgnr: Gary Description: Tech Block house Scope: General Information Span Depth Width 900 ft 12.000 in 6_000 in Beam Weight Added Internally , Reinforcing ',:of',. Job # 246-04 Date: 620AM, 19 OCT 04 ,".L ',.,__",""""'8-:'1"'~',',,,';'.__ ...........,.... ',.,..1:1-.""" ".""'-"., """""'_......_... """""-"""";';00':1' < I- ""..... Rebar@ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 2 5 10.00in #1 in #1 In !L~~dFactoring ~---- L '''.' .__.. .....'..,.,..;.r:._.....~,._ .,.......,...,_.....".:7-:-:-,~..::~'... :.. .'. '.' ~._.' .'...".,:,.,J;:.~.~~."".,. ,,_~'>_',,;::;;:::,"'].,.''''''''''''''__'..~''';'',.~__~_ . _.....'_..."'j".............. -4'; Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318.02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C,2 -' -~ ""."-.--~.',>_. ,"-....~,,;..~,~, ~.~.......<-.-'._.--.-. ".".': ru;;iform. Lo~~~ Dead Load #1 0.440 k #2 0.150k -;, .....---._~. '-:. ~..~'. Live Load 0.440 k k Short Term k k ,~~--';n,~. .:';';";".--,:.,_,:"~:.':,,,,;~..; Su..mma'Y.. Span = 9.00ft, Width:; 6.00in Maximum Moment: Mu Allowable Moment: Mn.phi Maximum Shear: Vu Allowable Shear: Vn.phi Shear Stirrups... Stirrup Area @ Section Region Max. Spacing Max Vu Depth = 12.00ln 16.96 k-ft 24.51 k-ft 6.15 k 27.93 k Maximum Deflection Max Reaction @ Left Max Reaction @ Right 0.440 in2 0.000 1.500 5.000 5.000 6.152 5.067 3.000 Not Req'd 2.533 4.500 Not Req'd 2.473 6.000 Not Req'd 2.473 : Bending & Shear Force Summary ", .........;...."'""-<,\,.......'~.,."'.i.'''' ...;-.','..,.C, '~'..';'.__..."~_;'.."",.h........,, -'......""_.;...,...u.<,.,~~.;=t;;.....",.._~_..~"."'~_...- Bending... Mn*Phi @ Center 24.51 k-ft @ Left End 0.00 k-ft @ Right End 0.00 k-ft Shear... Vn.Phi @ Left End 27.93 k @ Ri9ht End 27.93 k ID~~~ctiO~c__~__~~~_,. O;fleclions... . '-,,-- DL + (8m WtJ DL + LL + [8m WtJ DL + LL + ST + (Bm Wt] Reactions... DL + (Bm WI]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Mu, Eq. C-1 16.96 k.ft 0.00 k.ft 0.00 k-ft Vu, Eq. C-1 6.15 k 609 k Mu, Eq. C-2 12.72 k.ft 0.00 k-ft 0.00 k-ft Vu, Eq. C.~ 4.61 k 4.57 k '';'--------;-;-:-rr:-:7-<;r;:---- Start 0.000 ft 0.000 ft , . '. t.~-'-''"','ItI:>O.........._''''''''_'.'"'''J End 9.000 ft 9.000 ft Beam Design OK -0.1390 in 4.96 k 4.96 k 7.500 5.000 5.006 9.000 ft 5.000 in 6.092 k ~"- .J Mu, Eq. C-3 6.04 k.ft 0.00 k.ft 0.00 k.ft Vu, Eq. Co, 2.19 k 2.17k 0.0000 ft 0.0000 ft o 0000 ft ...- ":"~';e:-;. ...o~..,:. ..u~ " '_.WN..~t-_......~~,.,...,. ~.r;:-""':<,-""'mo.~~"U'..::IL.. Downward -0.0579 in at 4.5000ft -0.13901n at 4.5oo0ft -0.139010 at 4.5000ft Uoward 0.0000 in at 0,0000 in at 0.0000 in at (Q) Left 2.981 k 4.961 k 4.961 k (Q) Richt 2.981 k 4.961 k 4.961 k t ./':-;;:- OOknoutr" ng / Lngl ee I . Structural Solutions Title: Oardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 620AM, 19 OCT 04 Scope: Re~: 580007 r User: KW.0604905, Ver 5.8,0, 1-Dec.;2003 ~_~)2~~~l~~~~~~~~!,LC _E~g_~~.~~~~~~~~!~_ -~, Page 2 246-04dardanis ,ecw:Calculations Concrete Rectangular & Tee Beam Design - - ~-r':;-:;~-':-'~'--,-.-,----"--:-:---"",_,,::-:;-,----- -;';-;'C:-.~'.~~~:V ~-,'"~~""'--_.- .. .," -'~',..._.. Description Lintel, L-2 Section Analysis - -------.---:-'~--~~-:::-.,,-,--~___,"".~.~,~-,_c:_;___:'~r::i , ~.' ',-.....,. ,..'c -~:'~"-.""<T-~"" ....4.....".. ,.t. Evaluate Moment Capacity... X : Neutral Axis a = beta" Xneutral Compression in Concrete Sum [Steel compo forces] Tension in Reinforcing find Max As for Ductile Failure... X~8alanced Xmax = Xbal* 0.75 a-max = beta * Xbal Compression in Concrete Sum {Steel Comp Forces] Total Compressive Force AS Max = Tot Force I Fy Actual Tension As I Additional Deflection Cales Neutral Axis 19ross lcracked Elastic Modulus Fr = 7.5 * fC^.5 Z:Cracking Center 2.660 in 2.431 in 37.194 k 0.000 k -37.200 k Left End 0.000 in 0.000 in 0000 k 0.000 k 0.000 k Riaht End 0.000 in 0.000 in 0.000 k 0.000 k 0,000 k 5.918 in 4.439 in 5.031 in 57.726 k 0.000 k 57.726 k 0,962 in2 0.620 OK 0.000 in 0.000 in 0.000 in 0.000 k 0000 k 0.000 k 0.000 in2 0.000 OK 0.0000 in 0,000 in 0.000 in 0.000 k 0,000 k 0.000 k 0.000 in2 0,000 OK ---, ,,"--'~"~,;, _",~-"."'''.' .",.>_~__.., '~_"'''''.''',',''''''''~~~.~"''1..'''Ai<':. rd.; -!><..c 3.530 in 664.00 in4 329.05 in4 3,122.0 kSI 410.792 psi 96.323 kiin Mer Ms:Max OL + LL R1 = (Ms:DL+LL)fMcr Ms:Max DL+Ll+ST R2 = (Ms:DL +LL +5T)/Mer I:eff... Ms(DL+LL) I:eff... Ms(DL +LL +5T) 4.93 k-ft 11.16 k-ft 0.442 11.16 k-ft 0,442 375.123 .n4 375,123 in4 Eft. Flange Width 6.00 in _________n_ ~_.~___~ , ACI Factors (per ACI 316-02, applied internally to entered loads) !' '---~-- ..:...,...'..._."....., ',.".".. ..~.~.,-_'-'n"__.~_,., .~..~~."j,.....:i',..,__. '-'-""..c~~' .~",~I!f!jy.~~~# ACI' c~1 &" c~f Dl 1.400 ACI C.2 Group Factor 0.750 Add"l "1.4" Factor for Seismic 1.400 ACl C-1 & C-2 LL 1.700 ACI C.3 Dead Load Factor 0.900 Add"l "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C.3 Short Term Factor 1.300 ....seismic=ST..: 1.100 (3 /ER8~RJJJring . Structural Solutions Title: Oardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 620AM, 19 OCT 04 Scope: Rev 580007 U,ecKW-0604905,Vec5801-0oo-2003 Concrete Rectangular & Tee Beam Design _J~)~.~_~il~~9:_~~~~~L<::~ngill~,:n~~_~.?~~~~" Page 246-04dardanis ecw:Calculations - Description lintel, L-3 ~~--_.,-----------~----- Lge~~ra'-I~~ormatic:~~~~_~_ _~__ , Span ' '16,00 ft Depth 12.000 in Width 6.000 in Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 : ~-~~~~.~~ Beam Weight Added Internally ,_Reinforcing fc 3,OOOPst' Fy 40,000 psi Concrete Wt. 145.0 pef Seismic Zone 0 End Fixity Pinned-Pinned Live Load acts with Short Term -.---....,--_._~,.~~~"""i'.::i:"t"_--:;_..~:F~~.--:"';'"'"..7::~~._,...-..,~~.',_"_.~.",,.':g;=.." ~'~X"'.w.~,".'l~...,' ,~>.. .--<, Rebar@ Center of Beam... Count Size #1 2 5 : Load Factoring , '. '."..,"".~".',...,,_ .....,.._........,..J....~_.. ......, ".,;:"",, _,......c,~ ^,-._.,.._.,-."._..........',~........~........~_.,...........c..<.....u;...:.OO---..-.......-""'.".,,,"'....~.,,;...,,.""""""'"'....___,~.......,,_ Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 'd' from Top 10.00in Rebar @ Left End of Beam... Count Size 'd' from Top in Rebar @ Right End of Beam... Count Size 'd' from Top #1 #1 in .-.-.................~ i Uniform loads Dead Load #1 0,100k Summ"clry' "."'1 , _..........."...,'~,.'--.......""e.'_..""" ". k Start End 0,000 ft 16,000 ft Beam Design OK-l Live Load 0,100 k Short Term Span = 16.00ft, Width= 6.00in Maximum Moment: Mu Allowable Moment: Mn*phi Maximum Shear: Vu Allowable Shear: Vn*phi Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 2,667 Max. Spacing 5.000 Not Req'd Max Vu 2.950 2.212 , Bending & Shea~c:.~ Su~rl1~I}'_,____ "" ,;:.'~.' '...."'.";....,w_:..."'......',"'.~._,..-........'.......~......',_~........ _.. '.. .'. Depth = 12.00in 13,17 k-ft 1708 k-ft 2,95 k 2793 k Maximum Deflection -0.3023 in Max Reaction @ Left Max Reaction @ Right 218 k 2,18 k 5,333 Not Req'd 1.106 8,000 Not Req'd 1,080 10,687 Not Req'd 1,080 13,333 Not Req'd 2.186 16,000 ft 5.000 in 2923 k -~ r. -:::;_;;;:;.-.:."::::.-:,~_.....,.."""....,,',_.~-:;;:..-~~::c-,-.';;C";_~,,,;,;:~~~t::.~-"::::'W;:";-.il:;:7.'~~;, Bending... @ Center @ Left End @ RighI End Shear... @ Left End @ RighI End I Deflection Mn*Phi 17,08 k-ft 0,00 k-ft 0,00 k-ft Vn"Phl 27,93 k 27.93 k Mu, Eq, C-1 13,17 k-ft 0,00 k-ft 0,00 k-ft Vu, Eq. C-1 2,95 k 2.92 k Mu, Eq_ C-2 9,88 k-ft 0,00 k-ft 0.00 k-ft Vu, Eq. C-~ 2,21 k 2,19 k Mu, Eq, C-3 4,97 k-ft 0,00 k-ft 0.00 k-ft Vu, Eq. C-~ 1.11 k 1,10 k -- --- .-',c--c-.- =7= T7'- ~' --- "-T-'bb~~;;ig.-'_"'"T~=':~"C:~~~~".~,~ 0,0000 ft -0,1147 in al 8,0000ft 00000 ft -0,3023 in al 8,0000ft 0,0000 ft -0,3023 in al 8,00OQft @RiQht 1,380 k 2,180 k 2,180 k Deflection's... DL . [Bm WI] DL . LL . [Bm WI] DL. LL. ST. [Bm WI] Reactions... DL . [Bm WIll DL . LL . [Bm WI] DL. LL. ST. [BmWI] _.~_._~.,.-._.,.,.....- Uo.;vard ,., 0.0000 in at 0.0000 in at 0.0000 in at la> Left 1.380 k 2,180 k 2,180 k q /'~OOkoutr'ng Lnglnee I . "- Structural Solutions Title: Oardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 620AM. 19 OCT 04 Scope: --~-~---~~----"- :R"eV:-58~---- . i Um KW-oe0490'. v., '.60. 1-000-2003 Concrete Rectangular & Tee Beam Design ~CX1_~~~~..?~?_~~~_S:!-~S:. ~.~~meer~_g_So~_~~~___.___ ,C'- - - -. -- ---~_-~-_'~--C~---'--'~_-:"_'" '.'--" "~-__~~"'_";' ----::-.....,T~..,.";,;_-"":- .-- Description Lintel, L-3 Page 2 246-04dardanis.ecw. Calculations ----T".'~::"'..~."'""-~:_;:c-;..- : S,:ction Analys~__~_ Evaluate Moment Capacity... X , Neutral Axis a = beta * XneutraJ Compression in Concrete Sum [Steel compo forces] Tension in Reinforcing Find Max As for Ductile Failure... X-Balanced Xmax = Xbal " 0.75 a-max = beta. Xbal Compression in Concrete Sum [Steel Camp Forces] Total Compressive Force AS Max = Tot Force I Fy Actual Tension As ----.-::-~--c:_:_'~.~-;--;-c--,,_..':'... '~,C7"""'.-:::-'T'~"T:-' ,-,:, " ...."',.~'.; lL ,'- - ". ,\~.'.R" Center 1.905 in 1.619 in 24.775 k 0.000 k -24.800 k Left End 0.000 in 0.000 in 0.000 k 0.000 k 0000 k RiQht End 0.000 in 0.000 in 0.000 k 0000 k 0.000 k 6.850 in 5.138 in 5.823 in 66.817 k 0.000 k 66817 k 1.670 in2 0.620 OK 0.000 in 0.000 in 0.000 in 0.000 k 0000 k 0000 k 0.000 in2 0.000 OK 0.0000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0000 OK , Additional Deflection Calcs .,."..~... '." ""'"',,_,,'<".'''' ~''''''''',",,",.''.'i'''''-,'''''''''''''''''''.''''''''''''_''' Neutral Axis Igross Icracked Elastic Modulus Fr = 7.5" fC^.5 Z:Cracking 3.530 in 864.00 in4 329.05 104 3,122.0 kSl 410.792 psi 75.244 klin Mer Ms:Max DL + LL R1 = (Ms:DL+LL)/Mer Ms:Max DL +LL +ST R2 = (MsDL +LL +ST)/Mer leff... Ms(DL+LL) I:eff... Ms(DL+LL+ST) 4.93 k-ft 8.72 k-ft 0.565 8.72 k-ft 0.565 425.698 in4 425.698 in4 Eft. Flange Width 6.00 in -_....._-~. : ACI Factors (per ACI 318-02, applied internally"to entered loads) "~~c:-:--:-~C-:-':--.~,~~-~-::-:-.-:--:-:::-:;:'~_~;:,",'--::~',~:'-:;7'-"--:'-~".-:, ",t.:cic-1 &C-2 DL" . -- 1.40'0' . 'ACj'C--2'Group'F~a'ctc;; ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor ...,seismic = ST". 1.100 '.::'::::::':;;;::-:-:-"~'--;-:-'''-:;::;;;;;;::'~;::;:'"..7~:;';-W~::;::z:r;,.,...".., ~ T~ ~~'=~1'::::~~ 0.750 Add"j "1.4" Factor for Seismic 1.400 0.900 Add"l "0.9" Factor for Seismic 0.900 1.300 Ie Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 6:20AM, 19 OCT 04 .../""-~ookout . / Lnglneenng Structur--al Solutions Scope: I Rev: 580003 i User KW-0604905, Ver 5.80, '-Dec-2003 lJ.:!2.~;:,~~~_~t:lERCALC E~.~'~~.~nJ!Y_~~~~_.__ ':'" General Timber Beam Page 1 246.04dardanls ,ecw: Calculations - -,..,~ - - ;-',~":Y"T.'t", ~,~:_~-:~:,,~" ::":w- --.---,---.-.-,- '''..' ":",~'n.:~-:--~ "-,,'- Description Roof Beam 1 I General_lnfoml"ti~,:,,__ Section Name 8x12 Beam Width 8eam Depth Member Type 8m Wt. Added to loads Load Our. Factor Beam End Fixity Wood Density Code Ref: 2001 NOS, 2003 IBC, 2003 NFPA 5000. Base aUowables are user defined; '-"'~'--"'~~.-~-,~'~,"'~-_.'-~-C:-",";-,~'::T~_". -,' ,.".",. '--- .., ", , ,-,.""'~"""'" ---,--~--~".,-"._~,-~,~~. Center Span 10,00ft . . . . .Lu 0,00 ft 7,500 in Left Cantilever ft . .Lu 0,00 ft 11.500 in Right Cantilever ft . .Lu 0,00 ft Sawn Douglas Fir - Larch, NO.1 Fb Base Allow 1,0000 psi 1.150 Fv Allow 95.0 psi Pin.Pin Fc Allow 625.0 psi 35,000 pel E 1,700.0 ksi Ltull Length Uniform Loads -------,-.-, ",,", "', ".','.",.' , , Center OL Left Cantilever OL Right Cantilever OL I Summary -, -;;:c'T,."..,..',----:~:~~~:::':"-:,,;:"-;-~,:.-.;_;';:._:::~-__:_~~~T"'Ii1_;,";_:_:::",....,_...."",'r;:J~. "l~,<.-1'T;;:X-', ;~'~r ,""""",,'-"'~~ 120.00 #/ft #/ft #/ft LL LL LL 360.00 #/ft #/ft #/ft I Beam Design OK Span= 10.00ft, Beam Width = 7,500in x Max Stress Ratio Maximum Moment Allowable fb I Fb [E.eflections _-',.-,.......'""',.~._,,'j,'~,:_, ,',,,",", '-"c.._'.';.-;";~;''''.'., Center Span... Dead Load Deflection MQ.020 in ...Location 5.000 ft .,.Length/Defl 6,114,0 Camber ( using 1.5 * D.L. Dati) no @ Center 0.029 in @ Left 0000 in @ Right 0.000 in Max. Positive Moment Max. Negative Moment Max @ left Support Max @ Right Support Max. Mallow 454.56 psi 1,150.00 psi Depth = 11 ,Sin, Ends are Pin-Pin 0.395 : 1 6.3 k-ft 15,8 k-ft 6,26 k-ft at 5,000 ft 0.00 k-ft at 10.000 ft 0,00 k-ft 0.00 k-ft 15.84 Iv Fv Maximum Shear' 1,5 Allowable Shear: 3,1 k 9.4 k 2,50k 2,50k 0.000 in 0.029 in 0.000 in Camber: @Left @Ri9ht @Left @ Center @Right 35.55 psi 109.2S psi Reactions.. Left DL Right DL 0,70 k 0,70 k Max Max 2,50k 2,50 k "",-,~' . ."" < "''-"" .''- Total Load -0.070 in 5,000 ft 1,720,39 10.<: "'.~=_''''I\-"",,",_M,___..c,o;."'!l~'''''' Left Cantilever... Dead Load Deflection 0.000 in ...Length/Detl 0.0 Right Cantilever... Deflection -' -" Length/Deft ~ !III" fl Total Load 0.000 in 0,0 0.000 in 0,0 0.000 in 0,0 I' /'~~ ,./ Lnglneenng-.............. Structural Solutions Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 620AM. 19 OCT 04 Scope: . Rev:'-S60003 , User: KW-0604905, Ver 58.0. l-Dec-2003 ~-.i9~9"~_~~_~~?~_~NER~!:_~_~_~~~~n~~_r~~.~~~!,:!- General Timber Beam Page 1 246-D4aardarus_ecw:Calculations "'--:--"T-'''''':''''~C'''C:-C'''''~~ . ' ..., ,,~. .. Description Roof Beam 2 -, Code Ref: 2001 NOS, 20031BC, 2003 NFPA 5000. Base allowables are user defined: ! General Information L......-__~._,_ ..,-,;,,-~.:~,"';:~ Section Name 8x12 Beam Width Beam Depth Member Type 8m Wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density 7.500in 11,500in Sawn Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, NO.1 Fb Base Allow Fv Allow Fe Allow E 12.00ft ft ft . . . . .lu Lu . . . .Lu 0.00 ft 0.00 ft 0.00 ft 1150 Pin.Pin 35.000pcf 1,000.0 psi 95.0 psi 625.0 psi 1,700.0 ksi ----~': j - I~ - -.---.--..-- ! F~JLLe~~ U~ifor~ .Loads c~ ... Center DL Left Cantilever DL Right Cantilever DL T;;--:'--:~:-""'O-:-:~~'~_::-:;T.-;-::-:~~~." ,...~""""'-- -......-,."__.,,....;J..,~__ 12000 #/ft #/ft #/ft LL LL LL 36000 #/ft #/ft #/ft Summary Beam Design OK Span= 12.00ft, Beam Width = 7.500in x Max Stress Ratio Maximum Moment Allowable Max, Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow 654.S7 psi 1, lS0.00 psi Depth = 11.Sin, Ends are Pin.Pin 0569 : 1 9.0 k-ft 15.8 k-ft 9.02 k-ft at 000 k-ft at 0.00 k-ft 0.00 k-ft 15.84 tv Fv 6.000 ft 0.000 ft Maximum Shear * 1.5 Allowable Shear: Camber: @Left @Right @Left @ Center @Right 3.8 k 9.4 k 3.01 k 3.01 k 0.000 in 0.061 in 0.000 in fb Fb , Deflections ,.~c~~;~;~Sp;rt.".-.. ','-.>' ~~'b~~d~~'~~:,;:<'...'.~i~r;rL'~;j..,\.-.,~l;frCantile;~~.~6ead Load ~~--'Total Load Deflection -0.041 in -0.145 in Deflection 0.000 in 0.000 in ..Location 6.000 ft 6.000 ft . .Length/Den 0.0 0.0 ."Length/Oefl 3,S38.2 99S.S9 Right Cantilever... Camber (using 1.5. D.L. Detl)... Deftection 0.000 in 0.000 in @ Center 0.061 in .. Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in 44.33 psi 109.25 psi Reactions. . LeftDL Ri9ht DL 0.65 k 0.85 k Max Max 3.01 k 3.01 k j; '" r; Title: Oardanls Dsgnr: Gary Description: Tech Block house Job # 246-04 Date: 620AM, 19 OCT 04 /ER8~RJJJring Structural Solutions Scope: Rev: 580003 User. KW-0604905, Ver 5.8.0. 1_Dec_2003 :_Jc):.9.~.J.:~~O_~~~E~.C~l~C_!O~31i~~..':~~g__~~~a-.':=._ General Timber Beam Description Roof Beam 3 .....- ---:---.~'~--"----~~.7~;:;.', . General Information Section Name 6.75x18 Beam Width Beam Depth Member Type 8m Wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density 6.750 in 18.000in GluLam 1.150 Pin.Pin 35.000 pef Page 246-04dardanisecw:Calculations .~._-~- Code Ref: 2001 NOS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defin~ .,...,~,.",>,..;,,,.,~'.-_;O. Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - VB Fb Base Allow FvAllow Fc Allow E 28.00ft ft ft 2,400.0 psi 190.0 psi 650.0 psi 1,800.0 ksi '-~l!IIL~~gth Unifor~.!-,?ad~ . Center DL Left Cantilever DL Right Cantilever DL '."~ "'.:6:,,"..C~~"'~""'~N~'_ Summary I Beam Design OK I Span= 28.00ft, Beam Width = 6,750in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow . . . .. .Lu . . . .Lu . .Lu 0.00 ft 0.00 ft 0.00 ft "T::~:-,~:;':'.-Z.:~;'_.....".'... 120.00 #/ft #/ft #/ft LL 360.00 #/ft LL #/ft LL #/ft Depth = 18.in, Ends are Pin.Pin 0.656 : 1 49.9 k.ft 76.1 k-ft 49.93 k-ft at 14.000 ft 000 k-ft at 0.000 ft 0.00 k-ft 0.00 k-ft 76.10 tv Fv fb Fb ; Deflections 1,643.92 psi 2,505.22 psi . ".i"""'''~",. ;.:....""-'j;".,tV ,'"~!11-'.., .""~' ....~. Center Span... Dead Load Deflection .0.350 in ...Location 14.000 ft ...Length/Deft 959.4 Camber ( using 1.5 . D.L Defl ) ... @ Center 0.525 in @ Left o.QaO in @ Right 0.000 in Maximum Shear' 1.5 Allowable Shear' Camber: 78.91 psi 218.50 psi Reactions.. Left OL Right DL 2.09 k 2.09 k < .," ~,.......";!I.O,,,,.-".,.,,,-,.,....,;;,,,,...,...~,odo"""'~ ____"A--<~. Total Load Left Cantilever... -1 .193 in Deflection 14.000 ft ...Length/Detl 281.56 Right Cantilever... Deflection .. Length/oetl ~"^"fidii;;'.""''''''''''';~'';'~''''~ @Left @Right @Left @ Center @Right Max Max Dead t~ad 0.000 in 0.0 0.000 in 0.0 9.6 k 265 k 7.13k 7.13k O.OOOin 0.525in 0.000 in 7.13k 7.13k 1. ,. l' Total Load 0.000 in 0.0 0.000 in 00 )) .I'__ookout . ./ t....:.nglneenng Structural Solutions roo-Rev: 580003 ; User KW-0604905 Ver 5.8.0, 1-Dec-2003 L(~!1.~:~:_?OO~_~_~_~R_~_~~~~.~}Ii~!ering ~_:'~~~___ Title: Dardanis Dsgnr: Gary Description: Tech Block house Scope: Job # 246-04 Date: 6:20AM, 19 OCT 04 Description Floor Beam 7 General Timber Beam -.-- -. > Page 246-04dardanis ecwCalculations ! - -,-,----.------- .' - .., fGenerallnformation ~... _____~.__~~___,.'._.__N "".,M,.w ~ Code Ref: 2001 NOS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined k_ Section Name 8eam Width Beam Depth Member Type 8m Wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density Center Span Left Cantilever Right Cantilever Truss Joist - MacMillan, Fb Base Allow Fv Allow Fe Allow E 15.00ft ft ft Parallam 2.0E 2,900.0 psi 290.0 psi 650.0 psi 2,000.0 ksi Prllm: 5.25x11_875 5.250 in 11.875in Manuf/So.Pine 1.000 Pin.Pin 35.000 pet ,- L':!:!IJ Length Uniform Loads. ......'... ..,...,...,.,.........., ',Ji_h_,"""""'.-,l".-~,.c'","".:\f"'.._';''' Center OL Left Cantilever OL Right Cantilever DL ._~'~-,--'- .,..,.... . 240.00 #/ft #/ft #/ft Summary . ""'". . .Lu . . .Lu . . . . .Lu ,--,,,,. 0.00 ft 0.00 ft 0.00 ft --'.~.. ... ::"=-.........,,'~ l t: ..~,....~..._..~'__H.__"""",'_n_ LL LL LL .~"'.,,;c~r..~___ 480.00 #/ft #/ft #/ft Span= 15.00ft, Beam Width = 5.250in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow Depth = 11.875in, Ends are Pin-Pin 0.693 : 1 20.7 k-ft 29.8 k.ft 20.68 k-ft at 7.500 ft 0.00 k-ft at 15.000 ft 0.00 k-ft 0.00 k-ft 29.82 fv Fv 115.68 psi 290.00 psi fb 2,010.83 psi Fb 2,900.00 psi LPeflections ,....,.,.~~,_,....'.""~.~....,.~".-_,~".---..-:\':.....7;;::-.:.-;~;;;......'..;..a....-:..,.;r;:;;:;.._..,..._ Center Span... Oead Load Total Load Deflection -0.198 in -0.571 in ...Location 7.500 ft 7.500 ft ...LengthlDefl 907.5 314.97 Camber ( using 1.5 * D.L. Defl ) ,.. @Center 0,298 in @ Left 0.000 in @ Right 0.000 in Maximum Shear' 1.5 Allowable Shear: Camber: Reactions.. Left DL Right DL 1.91 k 1.91 k ~--, ,"~ Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl ~-~-~.<-~ @Left @Right @Left @ Center @Right Max Max Dead Load 0.000 in 0.0 0.000 in 0.0 Beam Design OK 7.2 k 18.1 k 5.51 k 5.51 k 0.000 in 0.298 in 0.000 in 5.51 k 5.51 k ~\ - -~~r ,- Total Load 0.000 in 0.0 '''''''':1. 0.000 in 0.0 I~ o ~ ~ ~ cr '" , ':R ".1ll!Q , !,. ~ '" ;!i1jq r-- '" 0",t1~ " '<i~ E - . ''\Ji~1i ~ - l '\" JcID ii~ ',- -t-- - ~'"~ .O,rl ( e .1,6 ~~ !l~ "'<<l "~ ",co n~ @) T .O-,Zl I "'lll~/ ~~i\ ~ ~t1~ "_ t~ '<1 ".,,~"' --J Q I I I .I I I I I I I I I I I I I I ~ I I I I I I I I I : ~ I '" I I I I I I I I I I I I L @) .ll-,l I .13 ."1 .0-,13 . I I ;!~ : ~ I ~ I "'d~ I 'ca:>~ I j:!. I ~~ I li1, I I$!!;j I Bo I I .1'-,1 .1,6l ~ -", .13-,I.OI,l !l~ i~ ",10' ~!5 i~ ) .r ,t B-J !o ~ , '- ... , ,... ~ , '- ;" , ,... '" , ~ I) Project: ON.olwt). Date: L]l ~OOKOUT ___ &;;NGINEERING ,0 .\)'-1 Job No_: 6?Yb'l)'1 STRUCTURAL SOLUTIONS \'-"')AV- ~\STIN~\ WI / /,1' \ ' 'l- W/()t. ~ AllirJACJ~ S F'fP 6'. f!J (;.. f4 It i,.,J\ P UJcSS-,J~ - I '5~~ ~Sp. o t:.. F 0 d.. b\ ~ '\)" (J u:- - - wl.. tj/ " 0< ,y:, W f OIZ. o I( F"~ fov ,)5"oQ PW v-J'J I .. '0 - () W 10E \:lIe.. f~n.; ~5 O\) PLf Page: 1\ J'~ookout . /" L..:..nglneenng Structura I -Solutions Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246-04 Dale: 6:20AM, 19 OCT 04 Scope: Rev 580001 , User KW.06G4905, Ver 5.8.0. l-Dec-2003 ~_(~)~~8}:~~}_~!'l~.'3_C_A_~~_~~g~~~i~J:!"So_~~r.e Circular Concrete Column Page 246.04dardanis ecw: CalculatIons Description Tech Block Wall Jamb (2 - #4 Verts) . .-----, Code Ref: ACI318-02, 1997 UBC, 20031BC, 2003 NFPA 5000 , ; General Information ---:--:-~::::'~:-s;--~--~~~c::-" -----,---,----~ Diameter Number of Bars Bar Size Total Rebar Area Rebar Percent Bar Cover r--------~- , Loads 6.000 in 4 3 0.440 in2 1.556% 2.750 in fc Fy Seismic Zone Ll & ST Loads Act Separate Spiral Ties Used 3,000.Opsi 50,0000 psi 2 Total Height Unbraced Length Eft. Length Factor Column is BRACED 10.670 ft 10.670 ft 1.000 , ", < ....><._,~,~_.~.,."'-7"",."..~-,.".:~_~'::..., Note: Load factoring supports 20031BC and 2003 NFPA 5000 by virtue of their references to ACt 318-02 for concrete design Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead load Live load Short Term Eccentricitv Axial loads 3.500 k 2.500 k k in lateral Uniform Loads # 1 #2 I" Summary Column Diameter= 6.00in, Start Loc End Loe k1ft k1ft k1ft k1ft 0.080 k1ft k1ft ft ft Column is OK Applied Pu ; Max Factored Allowable Po * Phi @ Design Ecc. with 4 #3 Bars ACIC-1 9.15 k 26,97 k M-critical Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment Po. .80 P : Balanced Ecc : Balanced 0.59 k-ft 0.7800 in 1.64 1.2822 in 0.98 k-ft 79.03 k 0,19 k 184.7905 in ACIC-2 3,68 k 4,29 k 1.60 k-ft 5.2138 in 1.26 6.5575 in 2.01 k-ft 79.03 k 0.19 k 184.7905 in ACI C-3 3.15 k 3.76 k 1.63 k-ft 6,2021 in 1,21 7.5234 in 1.97 k-ft 79.03 k 0.19 k 184.7905 in : Slenderness per AC/318-02 Section 10.12 & 10.13 ~"'-~;'T~7];;7:~~'.':::.::~ -~..-- --;,c--.c-c:-------,--.-";',. "'_'~" :;':-;;"';1' ;;;-;~-;':";i.~'-"";"',,-.~~~.:;:;:.;,'" '~-",.",,,."' - ~ :.;".!.~..y.""~;.r,r;;;:w:..,,,.t7...~:i: Beta 0.850 ACI Eo. C-3 2.1930 in 0.7500 34.0000 1.0000 1.0000 39.72 23.91 0.1756 1.2130 6.2021 in 0.0000 in Actual k Lu / r 85.360 Elastic Modulus ACI Eo. C-1 Neutral Axis Distance 3.3230 in Phi 0.7500 Max Limit ktlr 34.0000 Beta = M:sustained/M:max 0.5355 Cm 1.0000 Ell 1000 5174 Pc: pi^2 E II (k Lu)^2 31.15 alpha: MaxPu I (.75 Pc) 0.3917 Delta 1.6439 Ecc; Ecc Loads + Moments 0.7800 Design Ecc = Ecc " Delta 0.0000 iACI'-Fact'~-~ (p;~ ACI 318-=02, applied internally to entered loads) 3,122.0 ksi ACI Eo, C-2 2.2130 in 0.7500 34.0000 1.0000 1.0000 39.72 23.91 0.2049 1.2577 52138 0,0000 ~--~-'-'------~'--'-1~400 .---.-.--- ACl C~2'G~~~F-~~t'~~-- .-...,--,.---- ~O.750~--:-Add~'I';1.:4,~'F:~7~7f~~Seismf~<-"C-\.40o:~,~,; 1.700 ACI C-3 Dead load Factor 0.900 Add"l "0.9" Factor for Seismic 0.900 1.700 ACI C-3 Short Term Factor 1.300 1.100 ACI C-l & C-2 DL ACI C-l & C-2 LL ACI C-1 & C-2 ST ....seismic = ST" : [~piral Ti~~~Elqui,.e_l11,:nts per 97 UBC 1910,9.3 :;:"-Z:~:-.:'.~,.]'.::-:.:;:;,-;;":;:--:;=-::----:-::-",:...-..:'.;;;;':;;';;:;;;;;';;; --.:.;.;,,;:...."'";.;.;.-.:.,:-,;O;,.*::1i;';~.,7."'.;'t';:J:-;;,,:.",i.~;?C..,".~.;<1"..,."" Spiral Tie Bar Size # Gross Area of Column Core Area Within Spirals 3 28.27 in2 0.20 in2 Min. Spiral Reinforcement Ratio 3.861 Max Spiral Tie Spacing 0.228 in }l- ~~kout . / L..:.nglneenng Structural Solutions Title: Dardanis Dsgnr: Gary Description: Tech Block house Job # 246.04 Date: 620AM, 19 OCT 04 Scope: I Rev: 580002 User KW-0604905, Ver 58.0. 1.Dec-2003 , _ (c)1983~2_~~3 EN~.s:AL~_E~~in~er~~fi1_~?_~~I~ _ Rectangular Concrete Column Page 246.04dardanis,er::w:Calculations -- ---::",~"'::-----"-r::"''''':-''''-~- Description CC1 ! General Information Code Ref: ACI318-02,1991 USC, 20031SC, 2003 NFPA 5000 ' -~'''7""-C----~--;-'''-------'-~--~---~:-'--~~..,.----'-'--:~-'' "':"":":;:-~~~-".,,,,.,,,,~,,",, Total Height Unbraced Length Eft. Length Factor Column is UNBRACED Delta:S --~-'- .'_~\,"""'~"'_",...t:,.,....,.,.,~-;-;;, 10,670 ft 10,670 ft 1,000 Width Depth Rebar: 2- # 2- # ----... 7,000 in 10.250 in 5 d = 5 d = 2,000 in 8,500 in fc Fy Seismic Zone LL & ST Loads Act Separately 3,000,0 psi 60,000.0 psi 2 1,00 Loads -'--~-'-:'-""".~~..' ~~,." ..', .:-:-:-:.,:-;-.--:;.~.:..-,.,>.---; Note Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load Live Load Short Term Eccentricitv Axial Loads 9.000 k 6.000 k k in Summary 7,00 x 10.25in Column, Rebar: 2-#5 @ 2.00in, 2-#5 @ 8.50in ACI C-1 ACI C-2 22.80 k 9.45 k 139.89 k 141.38 k Column is OK ! ! Applied: Pu : Max Factored Allowable: Po . Phi @ Design Ecc. ACIC-3 8.10 k 141_66 k M-critical Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment 1.72 k-ft 0,908 in 1.11 1.008 in 1,92 k-ft 0.71 k-ft 0.908 in 1,06 0.959 in 0,75 k-ft 0.61 k.ft 0.908 in 1.05 0.951 in 0,64 k-ft 203,36 k 70,04 k 6.427 in Po. ,80 P , Balanced Ecc : Balanced 203,36 k 70,04 k 6.427 in 203,36 k 70.04 k 6.427 in 1 ~ 0,850 I Slend~~_~!~/318-95 Section 10.12 & 10.1: .",;"'."....,,, ,.,~.. "..,__,.." ,"., '..d....',.' ,:. "" ,',,' .."..",.__,....~, .~.,. ,_.~';:~-::c~~.x:::::-~"-"........"'"-'-.'...,.. <::o,~;,c..,'~ ....",.,,',--';'._~-'<.::... ,~ ........,..,.,-- Actual k Lu / r 60.971 Elastic Modulus 3,122.0 ksi Beta =fu~ =fu~ =fu~ Neutral Axis Distance 10.3050 in 10.4150 in 10.4350 in Phi 0,1000 0,7000 0,7000 Max Limit kllr 22.0000 22.0000 22,0000 Beta = M:sustained/M:max 0.5526 1.0000 1.0000 Cm 1.0000 1,0000 1,0000 Elll000 505,26 392.24 392,24 Pc:pi^2EI/(kLu)^2 304.18 236.14 236.14 alpha: MaxPu I (,75 Pc) 0.0999 0,0534 0,0457 Delta 1.1110 1,0564 10479 Ecc: Ecc Loads + Moments 0.908 0.908 0.908 in Design Ecc = Ecc. Delta 1.008 0.959 0.951 in [A-~~t~~-{per ACI 318-02, applied internally to entered loads) nu_____ i - - .---.-,.-- ..--,-:--".'7.,:,.,'~:-:::c~,.,s.--:':.-r-..::-------::-._____:~,_;,~:.~~~;;;.;;....";:___,_,~"";..,..k:~"":';;.o:~,,~,,,'._-;:--7;:::;:O;::.::~~~~......,.~~.. ACI C.1 & C.2 DL 1.400 ACt C-2 Group Factor 0.750 Add"l "1.4" Factor for Seismic 1.400 ACI C*1 & C.2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"l "0.9" Factor for Seismic 0.900 ACI C-l & C-2 ST 1.700 ACI C-3 Short Term Factor 1,300 seismic = ST.: 1,100 r8 Project: ~b~) Date: I \:l' ~'1 Job No.:.Q~b-1)Y !I OOKOUT i:NGINEERING STRUCTURAL SOLUTIONS LATERAL ANALYSIS: Simplified procedure for heights less than 30ft. By Experience Wind Controls since the structure is light Wind loads designed perthe ASCE standards 7-98. As an option in the 2003 International Building Code. Method used is from table 6-2_ This house or building is constructed with a typical wood framing roof or floor. The resistance to lateral forces is provided by Tech Block (Masonry) shear walls. Basic wind speed = 90 mph Exposure C p = q * I * Ce * Rf I = 1.0 Ce = 1.4 Rf = 1.0 p = 14_0*1.0*1.4*1.0 = 19.60 psf 30' 25' l...L - 7,.1 ------- - 1'Jl- p~ ~ N 20' ---~-- ------------ 15' ,9~ fJlf 19.60 PSF ~ -0 ....... 0' ---r----------------------------------------- ))') ~LF Page: J~ 10/21/2004 07:41 3037774514 DARDANIS PAGE 02 -- Improvement Loca'l ion Certificate Gillians Land Con iUltants LLC 8474 W. Rice Avenue · Littletolll, CO 80123 · 303.972-6640 Q1lliAo. LAN" CON,(f./LT.mrs Address: 3017 DEPEW STR EHT Borrower(s): DARDAN1S Title search by: Commitment No_: Legal Description: PER CLIENT Lot 17, Block 5, OLINGER GARDENS. County of .lEFf'ERSON Slale or COLORADO :J:Z 2!::! VlG') 1Tl;t ArffllVP;' PILle! Q,t f~t?J~ J;~n(/ilJy1} - JH-- SCALE 1"=20' t'J Ul I I , tll 0_ I CD r.n - 50.0' ASPHAI.T AU ,EY APPAREr{' E~;;MEN 22.2' .- o ::1 Vl ", I;: -4 2.0 :i 0 I" ::u -< ~.~ " l,r ::0 " )> ". it: ~fTl ~oo _ ~ ." !' ~, N < - 14_:,' -" " " Ul_ 10.0 5' 1,4 'L :~ ($'01.(' I ~ I I I S.l I )> I r?jl r- I ~ I r?jl I I I I ~~ I ~ CO' ' Ul Vl q ?9 ~ ">a V .'" IZ OfTl c- ~~ .... !" '-" V"I - N !" ~ ~u> < L 5 ... 'J_ -r - - r -~..>=_. w.. -- - - - - - - -- J \ ~? _ _. -'-_ _ _ _L _ _ _,0-. ." ._ _ __ _ _ _ _ DEPEW !;TRE[ , (60' HOW) Tel'l'dt tI,,1I Coad.trioe.: At .tat'" t. tIl. Certlftul., "dais is .ot. Land Survey 'Plot or 1 "prove.,.... S..,.,..,. Plot". Th;~ IWI"rove- ....t Loc8tIeIl CettUl.... ..... .ot _..... propt.., ........ I.d 10 .....ded MII1t." .. tIl......... nl..doe 0' tII. ........1 vi.- ..llmp__..ts, GII1b.. wlll .01 belllb.. for ...... I~.' 110. ..., of /hb Imp fo....." Loeal"", Certin..t.. .ad tben only to tho plrty .pecltl..ny .~... 11_.. A...I'Ilo... ...ver... of till. hnpro......11 _110" :.r/llIeole ror I." pDIJl". ......11Ife. _cr..et" to .0 terM' .latH ......0.." Note: UnI... OtborwillC noted,lot Un.. arc b...d..., tpp...." R.O.W.. ond occup;e I Un... 00 the ....i. o'my lcDowtedlF. Iaformadon ..d bcIl.fl hereby eertlfy that this improvemar loc;atIoo certificate Wll. prepared for BRANDON DARDANIS ODder my '''I'""'lsioo tad that It 1. 001 . Land SutVI)' I'lot or I,",",DVlmeo, Survey PI r~ aod II. lit i. not 10 boo ..Ued _ for the _blilbal.., or rcnco, bulIdlaf, ... othw A...... Imrm_ line'- I f..- ....It)> th'" dr. impto..........:o 'b. above-doocribed 1'"",,,1 011 tWo d-. excopt utiUty .__... '"'" _..,., I...~ .... IOMly wltbln th. bo<..dari.. ort~. """,,II IXcepll' -.lb,,,!~ .... 00 ...c.....":IIIII..... _ tile _bod pnmri... by ImpnlYemcnll 00 llIlY .<lJo1nlnlpnmi_, e.,eopt..l,dlco,el., .,d thAt tboft 1. 00 ~","dQ](>l or tip of ..y ...em... _.<< _lllIlY port of said plI'OCl_ eaoept as Doled. "NotI..: A_t 110 Colorodo oomDIIIlU ..y lopl ..Uoo booed _ lOy defect III dli. lmVcy wltblo 3 ycon aft", you rlt" dl....v", IOC 1 defect . no Wt-1lBoi! """"..y defect irl thi"ltW'V4I)''bt OCImm...oed tIlOl'etbllfllO)'Utl from thE oerrlficltion "hown.hereoa ",_..~.. "'. ~~A..".. _.1"4'., Job Number: e97-2004-- .1L<}1 ;..f~<c.?~'" Fee: $ 175.00 ,~,. ~ . ~ . <t- . Ce"su!llr!lct No.: -" "-.~ J1/na........ c..~ 11/17/2004 WEll 13:13 ITX/RX NO 81641 raJ002 10/21/2004 07:41 3037774514 DARDANIS PAGE 02 _m Improvement Loca'l ion Certificate GiIlians Lanel Con mltants LLC 8474 W. Rice Avenue · Littletolll. CO 80123 · 303-972-6640 50.0' ASPHAI_T ALlEY APPAREN" EAE MENiI- ~ ~;J:;- 22.2' > ....1"'<. ...... ^' N - -, 0 ::1 }> N I - ," Vl ~ (;, f 2.0' f; a I 1 J< ,'. ~ 10.0' J I '" ~'~"Tl - :n 1.':::0 'fc9 / - c)> y ,.,:;c 10.0' ~ ~,,: ^' "(. N 8 14.:,' -'- Q1lliAOS LA,.,." CONS/.lLTA"'T'S Address: 3017 DEPEW STREET Borrower(s): DARDAN1S Title search by: Commitment No_: Legal Description: PER CLIENT Lot 17, Block 5_ OLINGER GARDENS. County of .1F.FF'ERSON State or COLORADO :I:Z g[!} Vl~ m;J: !'J ~ Vl Vl q ~ - SCALE 1"=20' N !'>> -I>: ~ ~ }> r;; r- o 2;1 r;; 1& I 't., I ~c9. I~O~ ($'0;'(' I (' I I I I I I I I I I I I I I 2Q.,l;~ ce," Vl Vl q ?9 ~ ?a i:? . 'IT IZ om c- ~~ ..... ~ ~ N ~ ~ ? ~u' < ? ~~ ~ L ...... _~ ~_ _ _.. _ _ ___ __ __ "-4_ -..--- -r -- r -~". "" -- -- -- ---- I \ ?C' ,;) _ _..1_ _ _ _L _ _ _,.0__ __ ._ - -- -- - -- DEPEW ~;TRE[ . (60' HOW) T...... o.d Coadltlon.: AI.lIIloo1.. III. C.rtlfltal.. "lIIb II .0' 0 Lond SorveyPlol or I ..pro...",... S,,",.y Plol". Thl. r",provo- IIln'lAe8tIea Cet1IlI_ ..... .ot HlIIbIb~ ..ropel It .....en ..d '" hi_clod ~ 1.'1/ v. Ill. ......., s1,..tIoa oC III. .........1 Vis- ..II"I'""'_tl. GOO... will .01 be II.ble lor DI.r. 111.1 dI. ...1 01 'hi, I..p foV....1I L....lloo CII1IB..,.. .od then only to the P'I'I1.pedO..hy 111_ b_.. A..epto.e. .Dd/or.... .CIIII.I..prov.....1 I_dOli :.rtIO..I. Cor ,.y p.rpo.. co..dlUIeo IIcr..eftt to .8 Mr_' alated IItno.." Note' UIlI... otherwi.. noted. lot Un.. arc b...d '"'lJ'Psren' ltO,W.s ""d occ:up;o I Un... 00 the buls oCmy lenowled.., lnCormadon..,d bcll.f1 hereby ccrtlfy \bat thiJ improvcma:r locadoo certiroulo WIlS prepared C.r BRANDON DARDANIS ODder my ~oo ad thlllt II Dol . Lend Survoy 1'111 or Improv"",eal Survey Pi,l md II, I it i. no. 10 be r.tied opoo Cor tho _blilbmeal or /'en... bull=-- Of other Iuture i""",,_ Jmo.. 11\_ cettll}> tI"ot tit. imFo- _." tb. .bow-delorlbed porcel 011 1111. Ii-. '"U",pt utiUty COItD&ations net feacclll.-Jd IMJ.~ uc entirely witlIfn the botlftduict. oft Ita pIU"Otll except.1 abnwn. ~~~ are ~ CI1croMdlmt:atl opoo 1110 _bed prenri... by Improvem..... 011 my .<\Iolnma_II.., ""ocpt .s Ildlc.t.I., ..d that u.er. lIu.. ~l:vl_ or 1Il8l1 of ...y ...em_ otOw, or bunleubl. Illy port of IOld p.....l. c<copI OS Doted. "Nodce: Accordt Ito Col",edo' . _c. IOY lopl IC'IOll boood _ lIy defect 10 tbi. ~y w1tblo 3 yeon aft.. you fUll e1illOOver",o 1 defect . no w6- _ upoo ..y dcfed ir\ thill J\rVe)'bt comm.o* moteth.. 10)'e1tl &om the ceniGeation '!lIhownhereoo ..,_..~. ~ '" '::rC::jA..".... ..I'~ Job Number: 697.2004--;' ;;,,)1 ?-IA~?L. Fee: $ 175.00 ; :J ~ . ~" . " ~ . Census Tract No.: _II ">-.: -.f/.,.Ja......... c.,\') t. 11.../onnj Ulr.'l'\ 1't.l't r'1'Y/PY NO 1.l1A.tl IAlnn? After Recording Return To: FLAGSTAR BAlIK 5151 CORPORATE DRIVE TROY, HI 48098 FIBAL DOCUMEBTS, MAIL STOP K-530-3 V4 WBCD LOAR t 999750027 [Space Above This LiM For Recording O.ta] DEED OF TRUST IMIN 100052599975002789 DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Socurity Instrument" means this document, which is dated DECEMBER 3, 2003, together with all Riders to this document. (B) "Borrower" is MORA C. DARDABI S. Borrower is the trustor under this Security Instrument. (C) ..Lende.... is PEAK FIRAlICIAL PARTRERS, IRe. Lender is a CORPeRATIOR, COLORADO. DEBVER, CO 80222. organized and existing under the laws of Lender's address is P.O. BOX 22913, (0) "Trustee" is the Public Trustee of JEFFERSOB County, Colorado. (E) "MERS" is Mortgage Electronic Registration Systems, Inc. MERS is a separate corporation that is acting solely as a nominee for Lender and Lender's successors and assigns. MERS I. the beneficiary underthla Security Instrument. MERS is organized and existing under the laws of Delaware, and has an address and telephone number 01 P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679-MERS. (F) "Not." means the promissory note signed by Borrower and dated DECEMBER 3, 2003. The Note states that Borrower owes Lender H H U UOBE HUllDRED FIP"l'EEW TBOUSAJrD FIVE BUBDRED ABC RO/100 .. ... tIr.. tIr ....* * * * * * * * * * * "'*** * '" *'" ** *'" * * * * tIr*tIr "'. '" '" '" "''''*. '" '" '" '" "'''' Dollars (U.S. $115,500.00 ) plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later than JAllUAR.Y 1, 2034. (G) "Property" means the property that is described below under the heading "Transfer of Rights in the Property." (H) "Loan" means the debtevldenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest. (I) uRlderaft means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower {check box as~licable]: DAdjustable Rate Rider L-JCondominium Rider D Balloon Aider D Planned Unit Development Rider D 1.4 Family Rider c=J Biweekly Payment Rider c::J Second Home Rider COther(s) [specify] (J) "Applicable Law" means aU controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect 01 law) as well as all applicable final, non-appealable judiciat opinions. COLORADO-Single Famity-F.nn~ M../Fr8dd.. Mac UNIFORM INSTRUMENT C 1999-200.2 Online Documents, Inc. Page 1 of 9 Form 30061/01 Initials, ")j I'M COEDEED 0211 12-03-2003 16:51 v4 KBCD LOAR . 999750027 (I<) ''Communlty Aasociation Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization. (l) "electronic Funds Transfer" means any transfer of funds, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to, point-of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. (M) "Escrow Items" means those items that are described in Section 3. (N) "Miscellaneous Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section 5) for: (i) damage to, or destruction of, the Property; (ii) condemnation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of, or omissions as to, the value and/or condition of the Property. (0) "Mortgage Insurance" means insurance protecting Lender against the nonpayment of, or default on, the Loan. (P) "Periodic Payment" means the regularly scheduled amount due for (i) principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. (0) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. ~2601 et seq.) and its implementing regulation, Regulation X (24 C.F,R, Part 3500), as they might be amended from time to time, or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument, "RESPA ft refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loanft even if the Loan does not qualify as a "federally related mortgage loan" under RESPA. (A) "Successor In Intereat of Borrower" means any party that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY The beneficiary of this Security Instrument is MERS (solely as nominee for Lender and Lender's successors and assigns) and the successors and assigns of MERS. This Security Instrument secures to Lender: (i) the repayment of the Loan, and all renewals, extensions and modifications of the Note; and (ii) the performance of Borrower's covenants and agreements under this Securtty Instrument and the Note. For this purpose, Borrower, in consideration of the debt and the trust herein created, irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in the COUBTY [Type of Recording Jurisdictionl of JEFFERSOJl [Name of Recording Jurisdiction): LOT 17, BLOCK. 5, OLIBGER GARDEBS, EXCEPT THE REAR 8 FEET THEREOF, COUBTY OF JEF APB tl 690325405007 which currently has the address of 3017 DEPEW STREET, WHEAT RIDGE, Colorado 80214 [lip Code] ("Property Address"): [Street) [City] TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances. and fixtures now or hereafter a part of the property. An replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property. ft Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument, but, if necessary to comply with law or custom, MEAS (as nominee for Lender and Lender's successors and assigns) has the right: to exercise any or all of those interests, Including, but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing and canceling this Security Instrument. BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and thatthe Property is unencumbered, except for encumbrances of record. Borrowerwarrants and will defend generally the tiUe to the Property against all claims and demands, subjectto any encumbrances of record and liens for taxes for the current year not yet due and payable. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal, Interest, Escrow ItefllS, Prepayment Charge.. and Late Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepayment charges and late charges due under the Note. Borrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due under the COlORAOO-5ingle Family-F.nnko .be/freddMo M~ UNIFORM INSTRUMENT Form 30061/01 Initia1& I ~ -If C 1999-2002 Online Documents, Inc. Page 2 of 9 COEOEEO 12-03-2003 16:51 v4 WBCD LOA>> t 999750027 Note and this Security Instrument shall be made in U.S. currency. However. ft any check or other instrument received by lender as payment under the Note or this Security Instrument is returned to lender unpaid. lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms, as selected by lender: (a) cash; (b) money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality, or entity; or (d) Electronic Funds Transfer. Payments are deemed received by lender when received at the location designated in the Note or at such other location as may be designated by lender in accordance with the notice provisions in Section 15. lender may return any payment or partial payment if the payment or partial payments are insufficient to bring the loan current. lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but lender is not obligated to apply such payments at the time such payments are accepted. If each Periodic Payment is applied as of its scheduled due date, then lender need not pay interest on unapplied funds. lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of time, lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument. 2. AppllcaUon of Payments or ProclMds. Except as otherwise described in this Section 2, all payments accepted and applied by lender shall be applied in the following order of priority: (a) interest due under the Note; (b) principal due under the Note; (c) amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it became due. Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, lender may apply any payment received from Borrower to the repayment of the Periodic Payments ft, and to the extent that, each payment can be paid in full. To the extent that any excess exists after the payment is applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due. Voluntary prepayments shall be applied first to any prepayment charges and then as described in the Note. Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments. 3. Funds for Escrow Itema. Borrower shall pay to lender on the day Periodic Payments are due under the Note, until the Note is paid in full, a sum (the "Funds") to provide for payment of amounts due for: (a) taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property; (b) leasehold payments or ground rents on the Property, if any; (c) premiums for any and all insurance required by Lender under Section 5; and (d) Mortgage Insurance premiums, if any, or any sums payable by Borrower to Lender in lieu of the payment 01 Mortgage Insurance premiums in accordance with the provisions of Section 10. These items are called "Escrow Items." At origination or at any time during the term of the Loan, Lender may require that Community Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item. Borrower shall promptly fumish to lender all notices of amounts to be paid under this Section. Borrower shall pay lender the Funds for Escrow Items unless lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation to pay to lender Funds for any or all Escrow Items at anytime. Any such waiver may only be in writing. In the event of such waiver, Borrower shall pay directty, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by lender and, if Lender requires, shall fumish to lender receipts evidencing such payment within such time period as lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a cOllenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement" is used in Section 9. If Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to lender any such amount. lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3. lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) notto exceed the maximum amount a lender can require under RE$PA. lender shall estimate the amount of Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with Applicable Law. The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity ~nduding Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home loan Bank. lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the EscrOYi Items, unless Lender pays Borrower interest on the Funds and Applicable law permits Lender to make such a charge. Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge, an annual accounting 01 the Funds as required by RESPA. tf there is a surpius of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds in accordance with RESPA.11 there is a shortage 01 Funds held in escrO'N, as defined under RESPA, Lender shall notify Borrower as required by RESPA. and Borrower shall pay to Lender the amount necessary to make up the shortage in accordancewith RESPA. butin no morethan 12 monthty payments. tfthere isadeficiencyofFunds he/din escrow, as defined COlORADO-Single Family-Fannle Mu/Freddie Mac UNIFORM INSmUMENT Form 30061/01 Ini tials: )1.r! l\ C 1999-2002 Online Documents, Inc. Page 3 of 9 COEDEED 12-03-2003 16:51 V4 KBCD LOAR I 999750027 under RESPA, Lender shaH notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA, but in no more than 12 monthly payments. Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by lender. 4. Chargee; Uene. Borrower shall pay all taxes, assessments, charges, fines, and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property, if any, and Community Association Dues, Fees, and Assessments, if any. To the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, but only so long as Borrower is performing such agreement; (b) contests the lien in good faith by, or defends against enforcement of the lien in, legal proceedings which in lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but only until such proceedings are concluded; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the Hen to this Security Instrument. If Lender determines that any part of the Property is subject to a lien which can attain priority over this Security Instrument, lender may give Borrower a notice identifying the lien. Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4. lender may require Borrower to pay a one-time charge for a real estate tax verification andlor reporting service used by lender in connection with this Loan. 5. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term "extended coverage," and any other hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance. This insurance shall be maintained in the amounts (including deductible levels) and for the periods that Lender requires. What lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which right shall not be exercised unreasonably. Lender may require Borrower to pay, in connection with this Loan, either: (a) a one-time charge for flood zone determination, certffication and tracking services; Of (b) a one-time charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such detel1Tlination or certification. Borrower shallalso be responsible for the payment of anyfees imposed by the Federal Emergency Management Agency in connection with the revie\\' of any flood zone determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage. at Lender's option and Borrower's expense. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, against any risk, hazard or liability and might provide greater or lesser coverage than was previously in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained. Any amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such policies shall be subject to lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name lender as mortgagee andlor as an addrnonalloss payee. Lender shall have the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage, not otherwise required by lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee, In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, whether or not the undertying insurance was required by Lender, shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters, Of other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower. If the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2. If Borrower abandons the Property, Lender may file, negotiate and settle any available insurance claim and related matters. If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30-day period will begin when the notice is given. In either event, or if lender acquires the Property under Section 22 or otherw;se, Borrower hereby assigns to lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refund of uneamed premiums paid by Borrower) under all insurance policies covering the Property, insofar as such rights are applicable to the coverage of the Property. lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due. COLORADO-Single Family-Fannie M../Freddie Mac UNIFORM INSTRUMENT Ci 1999-2002 Online Doc\Jments. Inc. Page 4 019 Form 3006 1 /01 I ni tials ./J1f! i\\ COEDEED 12-03-2003 16:51 V4 KBCD LOAB . 999750027 6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's principal residence within 60 days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control. 7. Preaervation, Maintenance and Protection of the Property; Inspections. Borrower shall not destroy, damage or impair the Property, allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is determined pursuant to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. tf insurance or condemnation proceeds are paid in connection with damage to, or the taking of, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. tf the insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it has reasonable cause, Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. 8. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materially false, misleading, or inaccurate information or statements to Lender (or failed to provide Lenderwith material information) in connection with the Loan. Material representations include, but are not limited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence. 9. Protection of Lenders Interest In the Property and Rights Under this Security Instrument If (a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a legal proceeding that might significantly affect lender's interest in the Property and/or rights under this Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over this Security Instrument orto enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this Security Instrument, including protecting and/or assessing the value of the Property, and securing and/or repairing the Property. Lender's actions can include, but are not limited to: (a) paying any sums secured by a lien which has priority over this Security Instrument; (b) appearing in court; and (c) paying reasonable attorneys' fees to protect its interest in the Property and/or rights under this Security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to, entering the Property to make repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or off. Although lender may take action under this Section 9, Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from lender to Borrower requesting payment. If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. Borrower shall not surrender the leasehold estate and interests herein conveyed or terminate or cancel the ground lease. Borrowershall not, without the express written consent of Lender, alter or amend the ground lease. If Borrower acquires fee trtIe to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 10. Mortgage Inaurance. tf Lender required Mortgage Insurance as a condition of making the Loan, Borrowershall pay the premiums required to maintain the Mortgage Insurance in effect. If, for any reason, the Mortgage Insurance coverage required by lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alternate mortgage insurer selected by Lender. tf substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to pay to Lender the amount of the separately designated payments that were due when the insurance coverage ceased to be in effect. Lender will accept, use and retain these payments as a non- refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be non-refundable, notwithstanding the fact that the Loan is ultimately paid in full, and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve. Lender can no longer require loss reserve payments if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiums for Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect, or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note. Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance. Mortgage insurers evaluate their total risk on all such insurance in force from time to time, and may enter into agreements with other parties that share or modify their risk, or reduce losses. These agreements are on terms and COLORAOO-$ing~ Family-Fannle M../FrfKkfie Mac UNIFORM INSTRUMENT Form 3006 1/01 Ini tials: ),('>: ;r C 1999-2002 Online Documents. Inc. Page 5 of 9 COEDEEO 12-03-2003 16:51 v4 KBCD LOAB I 999750027 conditions that are satisfactory to the mortgage insurer and the other party (or parties) to these agreements. These agreements may require the mortgage insurer to make payments using ~ny source of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance premiums). As a result of these agreements, Lender, any purchaser of the Note, another insurer, any reinsurer, any other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that derive from (or might be characterized as) a portion of Borrawer's payments for Mortgage Insurance, in exchange for sharing or modifying the mortgage insurer's risk, or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is often termed ~captive reinsurance." Further: (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan. Such agreements will not Increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any refund. (b) Any such agreements will not affect the rights Borrower has - if any - with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law. These rights may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and/or to receive 8 refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture. AU Miscellaneous Proceeds are hereby assigned to and shall be paid to lender. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period. Lender shall ha~ the right to hold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to lender's satisfaction, provided that such inspection shall be undertaken promptty. Lender may pay for the repairs and restoration in a single disbursement or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous Proceeds, Lender shall not be required topay Borrower any interest or earnings on such Miscellaneous Proceeds. If the restoration or repair is not economically feasible or Lender's security woukj be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2. In the event of a total taking, destruction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the partial taking, destruction. or loss in value, unless Borrower and Lender otherwise agree in writing. the sums secured by this Security Instrument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fraction: (a) the total amount of the sums secured immediately before the partial taking, destruction, or loss in value divided by (b) the fair market value of the Property immediately before the partial taking, destruction, or loss in value. Any balance shall be paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is less than the amount of the sums secured immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due. tithe Property is abandoned by Borrower, or if, after notice by Lenderto Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for damages. Borrower fails to respond to Lender within 30 days after the date the notice is given, Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security Instrument, whether or not then due. "Opposing Party~ means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds. Borrower shan be in defauttifany action or proceeding, whether civil or criminal. is begun that, in lender's judgment, could resutt in forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. Borrower can cure such a defautt and, if acceleration has occurred, reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment, precludes forleiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. The proceeds of any award or claim for damages that are attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender. All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied in the order provided for in Section 2. 12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. Any forbearance by Lender in exercising any right or remedy including, without limitation, Lender's acceptance of payments from third persons, entities or Successors in Interest of Borrower or in amounts less than theamountthen due, shall notbe a waiver of or preclude the exercise of any right or remedy. 13. Joint and $everal Uablltty; eo-slgners; SucceSSOl'$ and Assigns Bound. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several. However, any Borrower who co-signs this Security COLORADO-Single FlI.miIy....f.nnle U../Freddie M.c UNIFORM INSTRUMENT Form 3006 1/01 Initials; ~ If C 1999-2002 On~ne Documents, Inc. Page 6 of 9 COEDEED 12-03-2003 16;51 v4 WBCD LOAR t 999750027 Instrument but does not execute the Note (a ~co-signer"): (a) is co-signing this Security Instrument only to mortgage, grant and convey the co-signer's interest in the Property under the terms of this Security Instrument; (b) is not personally obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without the co-signer's consent. Subject to the provisions of Section 18, any Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instrument in writing, and is approved by Lender, shall obtain all of Borrower's rights and benefits under this Security Instrument. Borrower shall not be released from Borrower's obligations and liability under this Security Instrument unless Lender agrees to such release in writing. The covenants and agreements of this Security Instrument shall bind (except as provided in Section 20) and benefit the successors and assigns of Lender. 14. Loan Chargos. Lender may charge Borrowerfees for services performed in connection with BorrOW'er's default, for the purpose of protecting l..ender'sinterest in the Property and rights under this Security Instrument, including, but not limited to, attorneys' fees, property inspection and valuation fees. In regard to any other fees, the absence of express authority in this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on the charging of such fee. Lender may not charge fees that are expressly prohibited by this Security Instrument or by Applicable L:lw. If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so that the interest or other loan charges collected or to be collected in connection with the Loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit; and (b) any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower. lender may choose to make this refund by reducing the principal owed underthe Note or by making a direct payment to Borrower. If a refund reduces principal, the reduction will be treated as a partial prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the Note). Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a waiver of any right of action Borrower might have arising out of such overcharge. 15. Notices. All notices given by Borrower or Lender in connection with this Security Instrument must be in writing. Any notice to Borrower in connection with this Security Instrument shall be deemed to have been given to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address if sent by other means. Notice to any one Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires otherwise. The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to lender. Borrower shall promptly notify lender of Borrower's change of address. If Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only report a change of address through that specified procedure. There may be only one designated notice address under this Security Instrument at anyone time. Any notice to Lender shall be given by delivering it or by mailing it by first class mail to Lender's address stated herein unless lender has designated another address by notice to Borrower. Any notice in connection with this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. If any notice required by this Security Instrument is also required under Applicable Law, the Applicable L:lw requirement will satisfy the corresponding requirement under this Security Instrument. 16. Governing Law; Soverablllty; Rules of Construction. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located. All rights and obligations contained in this Security Instrument are subject to any requirements and limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent, but such silence shall not be construed as a prohibition against agreement by contract. In the event that any provision or clause of this Security Instrument or the Note conflicts with Applicable Law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. As used in this Security Instrument: (a) words of the masculine gender shall mean and include corresponding neuter words or words of the feminine gender; (b) words in the singular shall mean and include the plural and vice versa; and (c) the word Wmayft gives sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument. 18. Transfer of the Property or a Beneficlallntere.t in Borrower. As used in this Section 18, ~Interest in the Property" means any legal or beneficial interest in the Property, including, but not limited to, those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. tf all or any part of the Property or any Interest in the Property is sold or transferred (or if Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, lender may require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest of: (a) five days before sale of the Property pursuant to any power of sale contained in this Security Instrument; (b) such other period as Applicable Law might specify for the termination of Borrower's right to reinstate; or (c) entry of a judgment enforcing this Security Instrument. Those conditions are that Borrower: (a) pays Lender all sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred; (b) cures any default of any other covenants or agreements; (c) pays all expenses incurred in enforcing this Security Instrument, including, but not limited to, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument; and (d) takes such action as Lender may COLORADO--Sing~ Family-F.nn.. M../FreddieU.c UNIFORM INSTRUMENT Form30061101 InitialS:~ ;:) 01999-2002 Online DOCl./ments, Inc. Page 7 of 9 COEDEED 12-03-2003 16;51 V4 waCD LOAB . 999150027 reasonably require to assure that Lender's interest in the Property and rights under this Security Instrument, and Borrower's obligation to pay the sums secured by this Security Instrument, shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms, as selected by Lender: (a) cash; (b) money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality or entity; or (d) Electronic Funds Transfer. Upon reinstatement by Borrower, this Security Instrument and obligations secured hereby shall remain fully effective as if no acceleration had occurred. However, this right to reinstate shall not apply in the case of acceleration under Section 18. 20. Sale of Note; Change of Loan Servlcer; Notice of Grievance. The Note or a partial interest in the Note (together with this Security Instrument) can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity (known as the wLoan Servicer") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note, this Security Instrument, and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a change of the Loan Servicer, Borrower will be given written notice of the change which will state the name and address of the: new Loan Servicer, the address to which payments should be made and any other information RESPA requires in connection with a notice oftransfer of servicing. If the Note is sold and thereafter the loan is serviced by a loan'Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer Of be transferred to a successor loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser. Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an individual litigant or the member of a class) that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonable period after the giving of such notice to take corrective action. If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this paragraph. The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this Section 20. 21. Hazardous Substance.. As used in this Section 21: (a) wHazardous Substancesfl are those substances defined as toxic or hazardous substances. pollutants, or wastes by Environmental Law and the following substances: gasoline, kerosene, other flammable or tOxM: petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos orfonnaldehyde, and radioactive materials; (b) wEnvironmentalLaw" means federal laws and laws of the jurisdiction where the Property is located that relate to health, saiety or environmental protection; (c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition~ means a condition that can cause, conbibute to, or otherwise bigger an Environmental Cleanup. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in vio!ation of any Environmentall.aw, (b) which creates an Environmental Condition, er (c) whtch, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property ~ncluding) but not limited to, hazardous substances in consumer products). Borrower shall promptly give lender written notice of (a) any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, including but not limited to, any spilling, leaking, discharge, release or threat of release of any Hazardous Substance, and (c) any condition caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower learns, or is notified by any governmental or regulatory authority, or any private party, that any removal or other remediation of any Hazardous Substance affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. Nothing herein shall create any obligation on lender for an Environmental Cleanup. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 22. Acceleration; Remedl... Lender _II give notice to Borrower prior to occeIeretlon followln9 Borrower's breach of any covenantor agreementln thlsSecurity Instrument (but not priorto acceleration under Section 18 Wlle88 Applicable Law provide. oth_..). The noli"" _II specify: (a) the defaul~ (b) the acUon required to cura the default; (c) a date, not leas than 30 days from the date the notice Is given to Bonower, by which tho default must be cured; and (d) that failure to cure the defauh on or before the date spectfled k1 the notice may resuft In acceleration of the sums secured by this Security Instrument and sale of the Property. The notice shall further Inform Borrower of the right to rein"''' after acceleration and the right to assert In the foreclosure proceeding the non..xiatence of a default or any other defense of Borrower to acceleration and sale. If the default La not cured on or before the date spectfled In the notice, Lender at Its option may require Immediato payment in full of all sums secured by thla Security Inatrumentwlthoutfurther demand and may Invoke the power of sale and any other remedies permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred In pursuing the remedies provided 10 this Section 22, Includtng, but not ltmlted to, raaaonable attomeys' f... and costs of aue evidence. If Lender invokes the pow... of sale, lender shall give written noUce to Trustee of the occurrence of an event of default and of Lender'. election to CBuae the Property to be sold. Lender shall mall a copy of the notice to Borrower as provided in Section 15. Trust.. ahall record a copy of the notice In the county in which the Property COLORADO-Single Fll.miIy-F.nnie M..!freddie Mac UNIFORM INSTRUMENT Form 3006'/01 Ini tials ~ 1f? IS C 1999-2002 Online Documents. Inc. Page 8 of 9 COEDEED 12-03-2003 16:51 V4 WBCD LOAB t 999750027 Is located. Trustee shan publish a notlc. of sale for the time and In the manner provided by Applicable Law and shall mall copies of the notice of aale In the manner prescribed by Applicable Law to Borrower and to the other persons preacrlbed by Applicable Law. After the time required by Applicable Law, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder for cash at the time and place and under the terms designated In the notice of sale In one or more parcels and In any order Trust.. determines. Trustee may postpone sale of any parcel of the Property by public announcement at the time and place of any previously scheduled sale. Lender or tts desfgnee may purchase the Property at any 8810. Trustoo shall deliver to the purchaser Trustee's certificate describing the Property and the time the purchaser will be entitled to TrustM's deed. The recitals In the Trustee's deed shall be prima facl. evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale In the following order: (a) to all expenses of the sale, Including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally ontitled to It. 23. Reloase. Upon payment of all sums secured by this Security Instrument, lender shall request that Trustee release this Security Instrument and shall produce for Trustee, duly cancelled, all notes evidencing debts secured by this Security Instrument. Trustee shall release this Security Instrument without further inquiry or liability. Borrower shall pay any recordation costs and the statutory Trustee's fees. 24. Waiver of Homestead. Borrower waives all right of homestead exemption in the Property. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained Instrument and in any Rider executed by Borrower and re~~ (! ~~ MORA C. DARDABIS in this Security (Seal) STATE OF COLORADO County SSI DEBVER The foregoing instruaent was acknowledged before me this by day of Witness my hand and official seal. My Commission Expiresl Rotary Public COLORADO-Single Family-fannle Mao/Freddie Mac UNIFORM INSTRUMENT C 1999-2002 Online Documents, Inc. Page 9 of 9 Form 3006 1/01 coeoeeD 12-03-2003 16151 NOTE V4 WReD LOAB I 999150027 MI.: 100052599975002789 DECEMBER 3, 2003 [Da~e] Denver, [City) COLORADO [State] 3017 DEPEW STREET, WHEAT RIDGE, CO 80214 [property Address) 1. BORROWER'S PROMISE TO PAY In return for a loan that I have received, I promise to pay U.S. $115,500.00 (this amount is called "Principal"), plus interest, to the order of the Lender. The Lender is PEAK FIDABCIAL PAR'l'BERS, IRC., A COLORADO CORPORATIOR. I will make all payments under this Note in the form of cash, check or money order. I understand that the Lender may transfer this Note. The Lender or anyone who takes this Note by transfer and who is entitled to receive payments under this Nole is called the "Note Holder." 2_ INTEREST Interest will be charged on unpaid principal until the full amount of Principal has been paid. I will pay interest at a yearly rate of 6.250 % . The interest rate required by this Section 2 is the rate I will pay both before and after any default described in Section 6(8) of this Note. 3. PAYMENTS (A) TIme and Place of Paymonts I will pay principal and interest by making a payment every month. I will make my monthly payment on the 1ST day of each month beginning on FEBRUARY 1, 2004. I will make these payments every month until I have paid all of the principal and interest and any other charges described below that I may owe under this Note. Each monthly payment will be applied as of its scheduled due date and will be applied to interest before Principal. If, on JABUARY 1, 2034, I still owe amounts under this Note, I will pay those amounts in full on that date, which is called the "Maturity Date. ~ I will make my monthly payments at P.O. BOX 22913 DENVER, CO 80222 or at a different place if required by the Note Holder. (B) Amount of Monthly Payments My monthly payment will be in the amount of U.S. $711.15. 4. BORROWER'S RIGHT TO PREPAY I have the rightto make payments of Principal at any time before they are due. A payment of Principal only is known as a "Prepayment." When I make a Prepayment, I will tell the Note Holder in writing that I am doing so. I may not designate a payment as a Prepayment if I have not made all the monthly payments due under the Note. I may make a full Prepayment or partial Prepayments without paying a Prepayment charge. The Note Holder will use my Prepayments to reduce the amount of Principal that I owe under this Note. However, the Note Holder may apply my Prepayment to the accrued and unpaid interest on the Prepayment amount, before applying my Prepayment to reduce the Principal amount of the Note. If I make a partial Prepayment, there will be no changes in the due date or in the amount of my monthly payment unless the Note Holder agrees in writing to those changes. 5. LOAN CHARGES If a law, which applies to this loan and which sets maximum loan charges, is finally interpreted so that the interest or other loan charges collected or to be collected in connection with this loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit; and (b) any sums already collected from me which exceeded permitted limits will be refunded to me. The Note Holder may choose to make this refund by reducing the Principal I owe under this Note or by making a direct payment to me. " a refund reduces Principal, the reduction will be treated as a partial Prepayment. 6. BORROWER'S FAILURE TO PAY AS REOUIRED (A) late Charge for Overdue Payments If the Note Holder has not received the full amount of any monthly payment by the end of 15 calendar days after the date it is due, I will pay a late charge to the Note Holder. The amount of the charge will be 5.000% of my overdue payment of principal and interest. I will pay this late charge promptly but only once on each late payment. (B) Default If I do not pay the full amount of each monthly payment on the date it is due, I will be in default. (e) Notice of Default tf I am in defautt, the Note Holder may send me a written notice telling me that if I do not pay the overdue amount by a certain date, the Note Holder may require me to pay immediately the full amount of Principal which has not been paid and aU the interest that I OWe on that amount. That date must be at least 30 days after the date on which the notice is mailed to me or delivered by other means. (D) No Waiver By Note Holder Even ij, at a time when I am in default, the Note Holder does not require me to pay immediately in full ~bed above, the Note Holder will still have the right to do so if I am in default at a later time. -:-- Initials: MULT1STATE FIXED RATE NOTE-Single FlImily.r=.nrNli U..!freddle Mac UNifORM INSTRUMENT form 3200 1101 C 1995-2002 Online Documents, Inc. Page 1 of 2 F3200NOT 0206 44191877 (E) Payment of Note Holder's Costs and Expenses If the Note Holder has required me to pay immediately in full as described above, the Note Holder will have the right to be paid back by me for all of its costs and expenses in enforcing this Note to the extent not prohibited by applicable law. Those expenses include, for example, reasonable attomeys' fees. V4 WBCD LOAR t 999750027 7. GIVING OF NOTICES Unless applicable law requires a different method, any notice that must be given to me under this Note will be given by delivering it or by mailing it by first class mail to me at the Property Address above or at a different address if I give the Note Holder a notice of my different address. Any notice that must be given to the Note Holder under this Note will be given by delivering it or by mailing it by first class mail to the Note Holder at the address stated in Section 3(A) above or at a different address if I am given a notice of that different address. 8. OBUGATIONS OF PERSONS UNDER THIS NOTE If more than one person signs this Note, each person is fully and personally obligated to keep aU of the promises made in this Note, including the promise to pay the full amount owed. Any person who is a guarantor, surety or endorser of this Note is also obligated to do these things. Any person who takes over these obligations, including the obligations ofa guarantor, surety or endorser of this Note, is also obligated to keep all of the promises made in this Note. The Note Holder may enforce its rights under this Note against each person individually or against all of us together. This means that anyone of us may be required to pay all of the amounts owed under this Note. 9. WAIVERS I and any other person who has obligations under this Note waive the rights of Presentment and Notice of Dishonor. "Presentment" means the right to require the Note Holder to demand payment of amounts due. "Notice of Dishonor" means the right to require the Note Holder to give notice to other persons that amounts due have not been paid. 10. UNIFORM SECURED NOTE This Note is a uniform instrument with limited variations in some jurisdictions. In addition to the protections given to the Note Holder under this Note, a Mortgage, Deed of Trust, or Security Deed (the "Security Instrument"), dated the same date as this Note, protects the Note Holder from possible losses which might result if I do not keep the promises which I make in this Note. That Security Instrument describes how and under what conditions I may be required to make immediate payment in full of all amounts I owe under this Note. Some of those conditions are described as follows: If all or any part of the Property or any Interest in the Property is sold or transferred (or if Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. WITNESS THE HAND(S) AND SEAL(S) OF THE UNDERSIGNED -~ (! ~(~ (Seal) MORA C. DARDABIS PAY TO THE ORDER OF: FIAGSTAR BAlIk, FSB WITROtrl' RECOURSE PEAK FlllABCIAL PARTJIERS, IRC., A COLORADO CORPORATIOR BY, ~Vlrl1{1<7owlu ITS:~ [SI9n OrIginal Only) MUL nSTATE FIXED RATE NOTE-Single Famity-F.nnie MH/FreckU. M.c UNIFORM INSTRUMENT Form 3200 1 /0'1 C 1999-2002 Online Documents, Inc. Page 2 of 2 12-03-2003 16151 F32OONOT 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: 16223 Date: 9/16/2003 Property Owner: MONA DARDANIS Property Address: 3017 DEPEW ST Contractor License No. : 21773 Company: Mona Dardanis Phone: 274-1677 Phone: 274-1677 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other apPlicabl-,eat Ridge ordinances; for work under this permit. (OWNER)(CONTRACTOR) SIGNED .~ Jr7J.A~- DATE Total: $70,465.00 $1,028.05 $668.23 $845.58 $2,541.86 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Er~ Approval: MP Zoning: R-1C OK. 9/15/03 ~~~~ _<:I-~ i\~~Y<1\O ~A ~e.. \O~ "f{>\~~ o.ro.t ~. -, ' SIC: ~~s.e.R ~..coo ,~,~.", 0'''/ ~i,'If) e~~ l'e'" .~\" '. ' 4l '"_.trfJ o~e<$' e\o<i ~>'c \ _,,::- ., , ~ ?\~'1t oe~ ,,0" ,of;,' ." . .I ~~'l> ~~eo \i\~'I>' 1> ..~: ,::.o~" . ,~ o~e~.",\e ,..<;; '0\\ ...6' o:P:_~"'~ o~' ~s" ",,~o-' 9/15/03 0"""'" ~ 0 '1YJ1'" ,",s"l ;;s.e "I" \~'1F \~ ~o~.. ~ ~o .i$.\~ \~0'1' ..."If;/ C;\~ 0 ~ ~i>~'l> ~e ~~.. ~e"'" .,,,,'<J <o~" e" Use: Description: AN ADDITION ON EXISTING HOUSE FOR LIVING SPACE. BUILDING DEPARTMENT USE ONLY .-mt~ Approval: DM _Ei"-1l"""4 ..!it_l!.!:I.bs"" Approval: Occupancy: OK PER REDLlNES. Walls: Roof: Stories: Residential Units: Electrical License No : 20771 Company :Phase 3 Electric Co. Expiration Date: 2/28/2005 Approval: oklks Plumbing License No : 20388 Company :Cronen Plumbing Expiration Date: 7/9/2000 Approval: Mechanical License No : Company: Expiration Date: Approval: (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 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and 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 proceedilng with successive phases of the job. (6) The issuance ermit or th approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisio e i or any other ordinance, law, rule or regulation. or Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) . APPLICATION Building Permit Number: Date: ....--------, / /'/'.,) ,r'l"L, II.. ... ',.\(V v Property Owner: Property Address: Contractor License No.: ~Ompany: \10NA 3(Y!7 D;.ICDAA//S DE ,Pew trIo rr 78)) Phone: ~.. k~ Phone: 303..2 7'f-;t." 77 ~.z..J' 8f,cl ~ 6'1(; c... OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Sd'O Construction Value:~ Permit Fee:$ ItJJ;lS. J 5 Plan Review Fee:$ "'66.2.3 Use Tax:$ li'iS.sg Total:$ j;. I hereby certify that the setback distances proposed by this pennit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements orrestrictions 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 (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. 2n . k> ,. IS--tLt d{h<.<.\~ , cr OJ (OWNER)(CONTRACTOR),SIGNE "'~ DATE~-' (- <:, C//.lel ~ DESCRIPTION: C't~ ad eer.. tLc't'l )21-~u-7 l/tLU-. Ll- tl~1 -"-<f .e.Zl!:<"j 1fl.t.LL..-L r" SIC: BUILDING DEPARTMENT USE ONLY ZONING COMME~TS: I ( Approval~ Ni' QllS 6.5 Zoning: ~ _ \ C- FV- PeJ.1;~ ~/'~li~ "tJ- BUILDING COMMENTS: ~..." Approval: ~ PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Expiration Date: Approval: Expiration Date: Approval: 10'1b ~ ~cal License No: 7( ~ /H1j Company: Expiration Date: Approval: " ~~al License No: 'VJ7,...j! A ,/~bing License No: Company: 1'hax/ N 0 ~ Company: C.VbY\e%\ (I) 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 pencit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shallnotify the Building Inspectortwenty-four (24) hoUlS 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 he 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 Inspector .. Sty/iib smulrwoi: drsijJ'n l.fill Hdd drl-"HHutu j7iUJlf [:0 an)' style h01:.U. $ Uliique shape and drf-'w-far:ed di:'.s'~!m OB'eT.~ a JH)''riad (~{ apttMH fiw iH.HUliati(!H. . h'tJJli1'f5 intht-stTJ"f.'X.'t/Usil--'f h.'ittl1~61'e 1JHf1'I'rJ-iufHt pilot f'learrmit i/J'Hiriwn .~1!Jt.fm. .. Geuf1'ous .flfi}NfS a,'Jjd heat output 1"!rrraUS the beaN!)' i"ttui ;'7h-'11' oJ' n 'ni?tln'l1! /h"f . Ft'tHM'f'S -iud1J-s.i'ry-t:~'d1tjipf Fi--rrBR1CK tt{/;~wlo,/fY_l (I 1ful/drit CtTamu fiba< rdtn'.>'1{ttiw to trfHltrim1a! .s'!Nd mru!-/. . ExpiH1dn,i VifU-,il1/1 aYfa {~tF:ys t1.- ljdl virl!' i~r the eiJfht rrn.uiHr fikr 'WTS.. _pyr:unid Hj'k {m;nir-r) /Y!OWi1J/f nnbcf"j' ana the beIM{t'tful .fire.! . Sea!rd rllJultU'fl'io-n dlC!1J1!Jff UJf:~' mi~Y Imt.'!idr (fir lor rmubuJtio'JJ, helping w p-rrsrri-'( indoor at:- quru'it}, ilUd prn)(nt Hr;[!IUif.'r a.ir pn:ssM<e lwt,lMr1fls, . 23,000 Btu,s/hoU1< input . Ofnitjfhtl, /ixtd ,huw availnbll: in w- pr~wtry }lniJh. . Con.Wllt IQr.'!l build-iu!! coatS fin' lo{:rl inrt:a.llrtt"imls [uul (lpl;rariof1."lI/fJiisleliufJ. . UL teJtni ilnli fisted lor a.tHf-r:UUf vl.wIny and qtIrdit~v. . l.imitaf L~frtimf rFH.rrirntJ/. STAND/HID FEATURES Finjshin~ Materials iVben .fi"i:..hin,q the Aztec, fO'Jnbu~"tibit r#atcria! Inny be bro'1i;rbt up to the j'ide., of thefin-plaa but rnust 'Ju;pe'Y ovcrla,p tIN bla,d<. a...rea or be ,Mitred belaw thr.;front Jlipufo/Ii 'The b1cu;k metal 'J1Uy.)' be wvcredn1ith t]oJ!(O'}'itbustilrlf n;,.atefinJ (J'tlI~Y South as H'ltI-rUt'J tiff" stone, etf. C>-nly 'lW'JJtO'Jitbuj"}:ible matcvicd !fUIY be placed below tbe top ed..gc oftbefnm..t hei-i-dn"'. U.!l.!..t._~_.!:tP.....f_r._.~..mJ!ulJH.m_!H!..?.i!!'-'_.?. 34-3/4" wid.r T1-,ttditimw/ l(jpi't-SZylr Dine! 'Vnct .NHtlJrtd Gas Firr-pLlu 34..J/4.r: lvide Traditional Kil1a'Siyle I)jyctt f,-'ent L.P. Gas Fir~piitce 34-3/8" Minimum Clearances from the Fireplace to Combustibles lnc_b.~~. Glass Front 36 Front 1/2 Floor 0 Rear 1/2 Sides 1/2 Top 3-1/2 Ceiling. 31 ill The clearance to the ceiling is measured from the top of the unit, excluding the stand-offs and collar. Model Available Aztec Aztcc-!.P Qptions Available DGKII-Artec DCKP,Artell 23-3/4' 43-112" 7-118" 6-118" T 40' ,=~cal 1 \--27-3/4"--1 8" . For best reNin, do not consh'Uct the framing until the unit is in p/.R.ce. Minimum cl8aranoll8l1IltPfi ......__ vent manufacturer's"--- ". "."Ift".._ "" 25'1.~ ---- ___- 35J/.~ Df-BRAVO-PWT Perr'ter _Fixed G!assDoor lie-SMART -IITl SMART "STAT -lIn Ntf,-twraJ gas ronpj;'j'sio:u kit {Hot pil:tnred) LPgas (oulyrsio'n. kit (not j,ial1.n:d,1 ldulti-FUUi..:-:;i!J'Hill RO}l;)te CO_l'ttrol Available From Hearth & Home Technologies Iue. 1915 W Saunders St... Mt. Pleasallt,IA 52641 800-843-2848 '800-259-1549 fax . For consruner info: 800-927-6841 heatilator.com .. fireplaces.com HEATILATOR is a registered trademark of Hearth & Home Technologies Inc. 1bis information is provided for planning purposes only. Please refer to instillation instructions when installing this product. 74154A CG 01/03 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: 16223 Date: 9/16/2003 Property Owner: MONA DARDANIS Property Address: 3017 DEPEW ST Contractor License No. : 21773 Company: Mona Dardanis Phone: 274-1677 Phone: 274-1677 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OWNER)(CONTRACTOR) SIGNED DATE Total: $70,465.00 $1,028_05 $668_23 $845.58 $2,541.86 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances. for work under this permit. Approv I : Occupancy: BUILDING DEP TMEN USE < 0'0'i'c'\~, f\ ~' C: ~o\Sa.!\h':"- ;-\~.'b\O_~; .l ~ 1 ']1.~.e .~\C N c ," o'J.'1..\ OK. '1'111'03 . ~ \'~:~c''i'O\\''~c~e~'\' ~~"\,~~",,o.(IO" ~ V ~ ~,I ,\"",,\,,0 o.e,e\o'Q f'>\C 1\\ cl.\o\\ I cot< #c\\\''b'o.i\'Co. \\\'IJ'c'oJ; ~ co\\'~ ". ~ ()'II"et 0. rP ""o.'~ ,\'o\C \0' \ '/$'0. ~ \0",,0.\\0 OK ER REDLlNES. 91151~~:,e~'Q:\Ie:'Q~e'Q\~~:Cc'oJ;~\II \ r.'Q'Q C\~ \lo. ~\\'(\~ \:to~ 1\\ '--\ '1;'\l.e "H:eD v.1\' iY\ f) \.~ Roof: Use: Description: AN ADDITION ON EXISTING HOUSE FOR LIVING SPACE. Storie Electrical License N : 2077 Company :Phase 3 E Co. Expiration Date: 2128/2005 Approval: ok/ks Plumbing License No : 20388 Company :Cronen Plumbing Expiration Date: 7/912000 Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is sui Regulations and Building Gode of Wheat Ridge, Colorado or any other applicable ordinances of (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from i: abandoned for a period of 120 days. (3) If this permit expires. a new pennit may be acquired for a fee of one~half the amount normally l"EH original plans and specifications and any suspension or abandonment has not exceeded one (1) exceeds one (1) year, full fees shall be paid for a new pennit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainat (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspectiom ~..ng with successive phases of the job. (6) s ~ce f it or the approval of drawings and specifications shall not be construed te vis so Ing codes or any other ordinance, law, rule or regulation. , ~ Chief Bundi~lnspector Please sign Terms and Conditions on rev. ,-~~~ -DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: 95-1762 Date: 9/1/95 Property Owner: CERVINO EDUARDO A Property Address: 3017 DEPEW ST Contractor License No.: 17746 Company: Royal Waterproofing Phone: Phone: 2326216 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : Permit Fee: Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNED DATE Total: $2,000.00 $45.00 $0.00 $30.00 $75.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and aQree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Description: REROOF BUILDING DEPARTMENT USE ONLY Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Expiration Date : Approval : Expiration Date: Approval: . . ~~l (6) 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 BulldinQ Code of Wheat Ridpe, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed 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. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provlded 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall noli the Building Inspector twenty~four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceecliing with s sive hases ot thelOb. The issuance of rmlt or approval 0 drawings and specifications shall not be construed to be a permit for. nor an approval of, any violation of the provisions of the building or an ther ordinance, law, rule or regulation. .~ (1) (2) (3) Chief B . dl g Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-593324 HOURS PRIOR TO INSPECTION W~~~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE Q_ 3 f-7C! r- WHEAT RIDGE, CO 80215 () - ~_) Property Owner: Property Address: Contractor License No. : Company: ED t/<9l2-iJC' e etz-u;wo g ~.., /? () ~,;OC' C-(j \\,LI,lo ~ /4-L UI// .rt'/l..~/24:Jr;;0- ,Jd<!Jr Phone: Phone: ,;J. 32 -0 21 ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: "2ct!f"Z7.c-e-> I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that aU 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 Gode (U.8.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED" ~ ~./ ~-e~DATE "?-3/- '1{" Descriptionf?g_/2c.fj;C /.?cJ~ S"cfFT. 3-7/1/.3-5 ;,4 <J)054'<~r:- C'-?"/Z/,,,,,/ZV Permit Fee: Use Tax: '-\'5,<::0 00, CJ:) \5.Cj To BUILDING DEPARTMENT USE ONLY Approval: Zoning: PUQ~ f\\~ If~~;l) Approval : ~~l" . h,J{~;-<..~l' lJ~:J . Approval: Occupancy: Walls: Residential Units: Electrical license No : Company. Plumbing license No : Company: Mechanlcai License No . Company: Expiration Date: Approval: ..l PlItIs.Rlqlllnil,1~~, Expiration Date: Approval: JI PIlI"s Required I Expiration Date: Approval: ..J : fJl!Il\!l't{fqyIMIJrlTlil (4) (S) 16} 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 ordmances of the City This permit shall expire if (A) the work authorized is not commenced wlthm sixty (60) days from Issue date or (B) the building authOrized is suspended or abandoned for a period of 120 days. 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 ongmal 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 permtt. No work of any manner shall ,be done that will change the natural flow of water causing a dramage problem Contractor shall notIfy the BUilding Inspector twenty-four (24) hours In advance for all Inspections and shall receive written approval on inspection card before proceedllng With successive phases of the Job. The issuance of a permit or the approval of drawings and specifications shall nol be construed to be a permIt for, nor an approval of, any violation of the provisions of the bUlldmg codes or any other ordinance. law. rule or regulation (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION