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HomeMy WebLinkAbout4643, 4645, 4647, 4649 Flower Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ':kr= Permit Number:"�-� ❑ No one available for inspectiop�Tirne M Re -Inspection required: Yo,/ o When corrections have been made, call f_or—re-inspection at 303-234-5933 Date: J p,2 -- L2 % Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Window Replacement PERMIT - 202002276 PERMIT NO: 202002276 ISSUED: 11/04/2020 JOB ADDRESS: 4645 Flower St EXPIRES: 11/04/2021 JOB DESCRIPTION: Replace 6 windows (2 family, 2 den, 2 master); u -value = .30 or better *** CONTACTS *** OWNER (303) 330-2476 RITZ BRENDA SUB (303)945-1519 MATTHEW SEILER 180220 SEILER CONSTRUCTION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2935 / JANA RAE,GARRISON,CONDOS/TOWNH BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,325.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 237.83 ** TOTAL ** 287.83 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Window Replacement PERMIT - 202002276 202002276 ISSUED: 11/04/2020 4645 Flower St EXPIRES: 11/04/2021 Replace 6 windows (2 family, 2 den, 2 master) ; u -value = .30 or better I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 original permit 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 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 requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application Date: Wednesday, November 4, 2020 7:03:11 AM Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address 4645 Flower St Property Owner Name Brenda Ritz Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 303-330-2476 Property Owner Email Field not completed. Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business seiler construction Name Contractor's License 180220 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Number of window and/or doors being replaced Location of window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): Ki8xMt1�1�ti mbeaudoin@renewalcolorado.com mbeaudoin@renewalcolorado.com GYR1RiG1RM 2 family, 2 den, 2 master What is the u -value of .30 or better the window(s)/door(s)? City of Wheat Ridge requires the u -value to be .30 or better on windows.. Attach copy of ritz specs ndf window/door cut sheets showing sizes and u - value Project Value (contract 11325 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 work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Mackenzie Beaudoin Permit Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:` i ✓ �� ! '� `"� ! r��c. Job Address: 7 Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes::"_ No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection t'�" Date:—!: --= Inspector: A DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Window Replacement PERMIT - 201902417 PERMIT NO: 201902417 ISSUED: 11/18/2019 JOB ADDRESS: 4647 Flower St EXPIRES: 11/17/2020 JOB DESCRIPTION: Window replacement of 11 windows in living room, bedroom and dining room. U -factor is .30. *** CONTACTS *** OWNER (630)231-1366 STRAYVE JANICE L SUB (303)375-0745 PAUL BONOW 020146 CHAMPION WINDOWS OF DENVER *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2935 / JANA RAE,GARRISON,CONDOS/TOWNH BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,176.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 150.70 ** TOTAL ** 200.70 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by m signature, do hereby attest that the work to bee shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I a<n 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 I80.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 original permit 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 gra i g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any . ble code or 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 11:59PH ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Sy of Wheat Ridge SdRGR 26B 9w Window replacement o emplge e+ #gFlower St +w±E #I q: 20902417 GAgT RECEIVED ? Z7ol q+ CODE: 67093633 TOTAL [� Amgl am AMOUR .m GCM Inj Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Monday, November 18, 2019 11:09 AM To: CommDev Permits Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address 4647 Flower St Property Owner Name Janice Strayve Property Owner Phone 630-231-1366 Number (enter WITH dashes, eg 303-123-4567) 04-00---)o Property Owner Email jlstrayve@gmail.com Address **REQUIRED** Attach StrayveCC Auth.pdf Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS * * CONTRACTOR INFORMATION Contractor Business Champion Window Co of Denver Name I Contractor's License 020146 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-375-0745 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address shemans@getchampion.com Retype Contractor Email shemans@getchampion.com Address DESCRIPTION OF WORK Number of window 11 and/or doors being replaced Location of Livingroom, Bedrooms, Dining Room window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of the .30 window(s)/door(s)? City of Wheat Ridge requires the u -value to be .32 or better on windows.. Attach copy of Strawe.pdf window/door cut sheets showing sizes and a -value Project Value (contract 7176.00 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 2 issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Steve Hemans Permit Email not displaying correctly? View it in your browser. 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: Job Address:PermitNumber: ❑ No one available for inspectio a �a AM Re -Inspection required: Yes .a When corrections have been made, call for re -inspection at 303-234-5933 Date:--,,), `f Inspector: 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: JobAddress: Permit Number: ❑ No one available for inspection�a e,'AM/PMh Re -Inspection required: YeNo When corrections have been made, call for re -inspection at 303-234-5933 Date:, % Inspector: t�.-- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Siding PERMIT - 201900736 PERMIT NO: 201900736 ISSUED: 04/19/2019 JOB ADDRESS: 4647 Flower St EXPIRES: 04/18/2020 JOB DESCRIPTION: Residential siding removing and replacing vinyl siding, and installing house wrap. New siding is 4 1/2 Dutch lap double siding with straight edge panel trim. New window trim, soffit and fascia. Squares:45 (Building #8 4647-4649 Flower St) *** CONTACTS *** OWNER (954)445-4646 GARRISON VILLAGE CONDO ASSOC SUB (303)877-3344 TONY CHUNG 190085 SKYLINE PROPERTY MAINTENANCE *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA./ Unassigned SUBDIVISION CODE: 2935 / JANA RAE,GARRISON,CONDOS/TOWNH BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,675.00 FEES Total Valuation 0.00 Use Tax 392.18 Permit Fee 346.95 ** TOTAL ** 739.13 *** COMMENTS *** *** CONDITIONS *** **A MID -INSPECTION IS REQUIRED FOR HOUSE WRAP PRIOR TO SIDING INSTALLATION. A final inspection is required at completion. Work shall comply with 2012 IRC and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. A mid -inspection is required for house wrap prior to siding installation. A final inspection is required at completion. - City of Wheat Ridge Residential Siding PERMIT - 201900736 PERMIT NO: 201900736 ISSUED: 04/19/2019 JOB ADDRESS: 4647 Flower St EXPIRES: 04/18/2020 JOB DESCRIPTION: Residential siding removing and replacing vinyl siding, and installing house wrap. New siding is 4 1/2 Dutch lap double siding with straight edge panel trim. New window trim, soffit and fascia. Squares:45 (Building #8 4647-4649 Flower St) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specificationst applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ppermit. I further attest that I am leggally authorized to include al[ entities named within this document as partes to the work to be per Ormeand that all work to be per 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 Budding Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Isuance 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. Take issuance or g ' "ing of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any cab code y ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ii'dge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridpe.co.us I FOR OFFICE USE ONLY I Date: Y//� // � Plan Permit #' X01966 -� 3 �2 Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** &6 y°7 `f G y (- Property Property Address: Proaertv Owner Property Owner Email: ne�� c. M s pro - Cori Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 4 X 5 5 S. t+f"&-e- , C®- koo33 4_S5oc-• Phone: City, State, Zip: 410,r4 C® 0vO/ 3 — '0215 S( Architect/Engineer E-mail: Contractor Name: CIS62n Phone: N. City of Wheat Ridge License #: Ot o o &T Phone: _Z701, 81'71 33L14Z— Contractor E-mail Address: we's 4A�ft� 0 e n N— For Plan Review Questions & Comments (please print): CONTACT NAME (please print): O uc e. L_e a Phone: 1Z0 '`��a'����v CONTACT EMAIL(please print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL CZ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. V I N &A.1 �t J ?nr� 8nA81r,3 q . �2 :N I M'�av�-� Wr'Ci I 4N t•or L -T,, /YW�111Y ( r-iC3 N , � � •ar— .�'� serer , Sq. FULF Amps // BTUs , Squares `l For Solar: Gallons KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: _ Project Value: (Contract value or the cost of all materials and labor included in the entire project) &75 OVVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that i have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): n J DATE: -/I L L Printed Name: /\" I ! /In U n- �— ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: The City of Wheat Ridge Third Party Form ChecA List Property Address & t/,)' � �� Permit Number Permit Issued Date �y,°S__- Owner Information Property Owner Information Property Owner Address Inspection Company Inspector Name Inspector Contact info M�'-/--C��„ fk�_ Information Inspector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all C' of Wheat Ridge Policies and Procedure and Manufacturer's recommend atio d specifi, ns.,,% Inspector: ' �, ��"•�` Date:�— Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Whe��;dge Building Division inspeciton. Propery Owner/ Agei (.� Date: Int ) % This original document as well as the roofing check list, must be submitted to the Chief Building Offical within seven days of the final inspection. Drop off in person Submit via Email Permit counter 2nd floor Kcook(a_ci.wheatridge.co.us 7500 W. 29th Ave Wheat Ridge CO 80033 Drafted Date: 7/26/17 Please add note to revirse side The City of Wheat Ridge on Check List notes `ZCD f ?0 Mid Roofs Roof Inspection ❑ N/A ass ❑ Fail /A ❑ Pass ❑ Fail Structural roof components ❑ N/A 2­15ass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls `y. ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the �! permit description (Valuation must be adjusted) /A ❑ Pass ❑ Fail Verify sheahing nail pattern ( See policy & Proceedures,' /A ❑-Puss ❑ Fail Crickets and saddles where needed F-1 N/A [,ass ❑ Fail Verify B vent must have boot same guage as pip ❑ N/A [amass ❑ Fail Verify vent caps ❑ N/A ❑ Fail Verify no flashings are damaged or rusted ❑ N/A VPaass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle <A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A J-l5ass ❑ Fail Ice and water shield 2' in heated walls spaces ❑ N/A LJ Pass ❑ Fail Under layments must follow 2012 IRC / 2012 IBC ❑ N/A KJ'1ass ❑ Fail Verify roof slope for proper drainage 6r�_ I I ❑ N/A �_Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass, ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A ❑ -Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC p-N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ Pass ❑ Fail Above roof insulation R-25 ❑ N/A ass ❑ Fail Below roof residential R-38 ❑-N/A ❑ Pass ❑ Fail Below roof commercial R-32 ❑ N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspectio Metal Roof Shingles Requirements ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof `"❑�N/A.T '" ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the -- -~- centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile F16ofs Requirements ❑ N/A`ass ❑Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Notes Company Name: Inspector signature: Date of Inspection: —- J o ❑ N/A ,' ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ass ❑ Fail Metal valley flashing shall extend a min of 8" from the '"'" centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a / a min. of 4" T' e-�foofs Requirements ❑ N/ ,ay_and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspect i cc notes Final Roof Roof Ins ection ❑ N/A ass ❑ Fail ❑,w< ❑ Pass ❑ Fail Structural roof components ❑ N/A L ass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A ass ❑ Fail Flashing for roof and walls ❑ Pass ❑Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) / El Pass E] Fail Verify sheahing nail pattern ( See policy & Proceedures; N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A 4 ass ❑ Fail Verify B vent must have boot same guage as pip ❑ N/A D9 Pass ❑ Fail Verify vent caps ❑ N/A ❑l- a s ❑ Fail Verify no flashings are damaged or rusted ❑ N/A ass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle lam' A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A ss ❑ Fail Ice and water shield 2' in heated walls spaces ❑ N/A j[1A-r$`"s ❑ Fail Under layments must follow 2012 IRC / 2012 IBC ❑ N/A [ ass ❑ Fail Verify roof slope for proper drainage G--', (2--- ❑ N/A mss ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A D Fa`ss ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A 04`0ass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC EJAtA---'❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope Rf/A ❑ Pass ❑ Fail Above roof insulation R-25 ❑ N/A ❑ Fail Below roof residential R-38 aN/q ❑ Pass ❑ Fail Below roof commercial R-32 - ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspectio ❑ N/A ,' ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ass ❑ Fail Metal valley flashing shall extend a min of 8" from the '"'" centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a / a min. of 4" T' e-�foofs Requirements ❑ N/ ,ay_and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes '1 Final Roof 63 l Notes Company Name: L40,- Inspector .4 Inspector signature: G Date of Inspection: — — INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:5 M) tp receiv an inspection the following business day PERMIT: �� l ADDRESS: , � jLf /_1+_ JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground •-` • i� Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof •-` • i� 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERM IT:aO���,�j 2� ADDRESS: `t%�'`in (-VL7w'&-- JOB CODE: eltp Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous •�t7•�'� Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof •�t7•�'� 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. Page 1 of 2 The City of Wheat Ridge Third Party Farm Check List Property Address L(122- : vs T Permit dumber 2©1 ®,Q -91 3 Permit Issued Date Owner Information Property Owner Information L-" r�-C Property Owner Address 5C1, Inspector Information Inspection Company Inspector Name - JBA am GaryManlov9 1BA[onsuttlnq Inspector Contact info. P� 80118 Larkspur, C O 891 I B Cell 72D 443.8289 Email gary-1— 'f4gmail — Inspector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. " I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well *1-tyWheat Ridge Policies and Procedure and Manufacturer's recommend�e i n . Inspector: Date: Property Owner Statement of Acknowledgement *I Nearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in ieu of the City of Wheat Ridge *u ng Division inspection. rollpery Owner/Agent: - ✓' Date: 2 - This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W_ 29th Ave Wheat Ridge CO 80033 Draft Date- 7/26/17 FEB 2 1 2018 Per The City of Wheat Ridge The City of Wheat Ridge AL Company Name: JBA C)QNSUL Inspector Signature: Date of MID -ROOF Inspection: Company JBA QQNSULTENG Inspector Signature: Roof Insgiection F-1 tvA 2211-01.. 0 Fall 0'w^ [__1 Fil Verify that no more than 2 layers of shingles exist EJ raii Flashing for roof and walls pas;'5 0 Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) El Paw E3 Fail Verify sheathing nail pattern (See Policy & Procedures) El Va%N L-1 Fail Crickets and saddles where needed 1771 WA [P'Vass 0 Fail Verify B vent must have boot same gauge as pipe FA WA 0 rail Verify vent caps El nVA F -I rail Verify no flashings; are damaged or rusted El rail Step flashing shall be min. of 4x4 piece per shingle ['0 C1 P E3 Fdil Verffy scuppers allow for proper drainage A WA [Y� �ass 0 rail Ice and water shield 2'in heated wall spaces NeA E] Fail Underlayments; must follow 2012 IRC 12012 IBC� E] MIA EI rail Verify roof slope for proper drainage 0 KOA E] Fail Dripedge should extend down min 2" past roof deck. El wA raii Dripedge shall be mechanicaly fastened 12" OC R44,'A 17f pav; rail 90 LB rol I roofing shall not be applied to roof stopes less than 2:12 slope: Exception, detached garages, patios, carports. -open on three sides with min- slope of K/A 17 P. 177 -.il Modified Bitumen, EPDM, TPO min slope 114.12 slope Eq-wA E, Pam; LA r.il Above roof insulation R-25 F,4- U�A 0 rail Below roafresidential R-38 L -j NjA E] Fail Below roof commercial R-32 F;,., "t"'A F" pzws M Fail Modified Bitumen, EPDM, TPO min slope 1f4-12 slope must be installed in accordance vMh the manufacturers specifications- Must have manufactures letter of warrantyr with the address on the letter for final inspection F1 N�A E] Fail Metal roof shingles shall not be installed on slope less 0 rail Metal valley flashing shall be the same material as roof El T-- EJ rsii Metal valley flashing shall extend a min of 8" from the centeFfine with a min- of 314 " high splash diverter rib built-in at the f[ow line with sections overlapping a Til R00%*4 Requirements FA wA El r --ii Clay and concrete tile shall have a min. 2-112:12 slope Slopes 4-12 and under require double underlayment Company Name: JBA C)QNSUL Inspector Signature: Date of MID -ROOF Inspection: Company JBA QQNSULTENG Inspector Signature: At 4 -, . , , , '.-91 ),$%, 6 4' City of Wheat Ridge Residential Roofing PERMIT - 201705516 PERMIT NO: 201705516 ISSUED: 08/05/2017 JOB ADDRESS: 4649 Flower ST EXPIRES: 08/05/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed asphalt shingles with 56 sq. *** CONTACTS *** OWNER (720)384-5955 MEYERS CHRISTINE SUB (303)691-5035 Michael Dye 100355 APEX Roofing Consultants LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2935 / JANA RAE, GARRISON, CONDOS/TOWNH BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,392.00 FEES Total Valuation 0.00 Use Tax 302.23 Permit Fee 283.55 ** TOTAL ** 585.78 _ *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. A City of Wheat Ridge Residential Roofing PERMIT - 201705516 PERMIT NO: 201705516 ISSUED: 08/05/2017 JOB ADDRESS: 4649 Flower ST EXPIRES: 08/05/2018 JOB DESCRIPTION: Residential Re—roof to install CertainTeed asphalt shingles with 56 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be erformed is disclosed in this document and/or its' accompanying approved plans and specifications. e-7_`-7 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 original_permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official v Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz 06S_5111,G From: no-reply@ci.wheatridge.co.us Sent: Friday, July 28, 2017 12:03 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane 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 3- or 4- Units are on the property? PROPERTY INFORMATION Property Address 4649 Flower st A4V Property Owner Name Christine Meyers Property Owner Phone 7203845955 Number Property Owner Email Field not completed. Address rho f v. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attach Copy of Contact Contract AP17-243.odf CONTRACTOR INFORMATION Contractor Business Apex Roofing Consultants Name Contractor's License 100355 Number (for the City of Wheat Ridge) Contractor Phone 3036915035 Number Contractor Email Address jmartinez@apexdenverroofing.com Retype Contractor Email jmartinez@apexdenverroofing.com Address DESCRIPTION OF WORK / Are you re -decking the No roof? Description of Roofing Certainted Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 56 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES / 56 N/ (pitched + flat) of all z roofing material for this project Provide additional detail roof 5 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract `t2gge value or cost of ALL materials and labor) 312 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 Jose Martinez Email not displaying correctly? View it in your browser. 3 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: 18488 Date: 3/21/2005 Property Owner: JED FISCHER Property Address: 4645 FLOWER ST Contractor License. No. : 22235 Company: Comfort Zone Services Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 988-0716 Phone: 463-7701 Total: $3,526.00 $126.50 $0.00 $63.47 $189.97 , ,.,J 'vo*(.1';; c./<'. 1J?fJ1.Q1 I hereby certify that the setba'ck distances proposed by this perhlitapplicaticm are accurate, and do not violate applicable ordinances,rules or regulations oUhe 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 t6abide byall.conditions'printed on this application, and that [assume full responsibility for compliance withJl1e Wheat RidgeBuilding Code (l.B.C.) and all otherapplicabley;i.t;l Ridge ordin ,for' rk underthis,permit. (OWNER)(CONTRACTOR) SIGNED DATE6fY6,) Valuation: Permit Fee: Plan Review Fee: Use Tax: Use: Description: TRANE XLl4i 2,5TON AlC INSTALLED AND ELECTRICAL HOOK UP, BUILDING DEPARTMENT USE ONLY ~ Apprqval : Zoning: ~ Approval: ~ SIC: Sq. Ft.: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 19206 Company : Positively Electric Expiration Date: 2/28/2005 Approval: Plumbing License No . Company' Mechanical License No : Company: ExplrationOate : Approval: Expiration Date: Approval: (4) (5) (5) Thispermitwas 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 ofthe City. This pennit shaUexpire if (A) the v,.:ork. authorized is not commenced within sixty (60) days from issue date or (B) the building authori;;:.ed is suspended or abandoned fora periOd (lf180 days: ' " ' ,'_' ' If this pennit expires, a new permit may be acquire,d for alee of one-half the amount normally required, provided no changes have beenor will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If chang~s are made or if suspensioil or abandonment exceeds one (1) year" full fees shaUbe paid for a new permit No wo~ of any manner shall be done that will change the natural flow of water Causing a drainage problem: Contractor shall notify the Building Inspector twenty-four (24) hours in advanc~ for all inspections and shall receive written approlialon inspection cardbefore proceediingwith successive phases . b. ", " ,', " " , '.,," ", ,,' Theissui3.nceof ~tor t pproval of. dra . s -and specifications shall not be construed to be a permit for, noran appro"alof, fmyviolationof the pro~,;::n%~r.a~lnance.law, rUle. or regulation. . . . Chief Building Inspector Please sign Terms and Conditions on reverse side of page. (1) (2) (3) 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 Building Permit Number: Date: --.::Je <--I.. 1='5~ '--!&, 'is- Plb.....,,,,,,Sf: Contractor License No.: ,;l J.~3:) Company: C """-'fe,,,-+- ?cm<__ 5~.),c e.,:> ...4-IAC I Property Owner: Property Address: Phone: 363 -'7n -D711o Phone: 3D3 - '(~ 3 -770 I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Value:$ 3S .;)''7. <U Permit Fee:$ Plan Review Fee:$ Use TalC'!; 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 1 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. (OWNEeXCONTRACTOR)SIG~~vt ~~~ DATE~b~/;J:r (OWNEeXCONTRACTOR):PRINTEO Zc. fj, (j:.J (AI" ; -(J") DATE "]f'flliK' Description:trCuAL )('L\C!\ d.,0''-fr:,V\ 1ft..- iVlS,icdled ~odz up Sq. Ft. added ~ dQcfr~c[...~ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: '-ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: , ell ()~, Company: P l>O of ~ lJ.J.:j E\...d-r; c.. Expiration Date: Approval: Plumbing License No: Company: Mechanical License No: ..;).;I;1.3S" Company: Cc,,,,,'h, ('"-!- z",e. 6W'<i'J ~\'\.<.., Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in ~r application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Rklge, Cok>rado or any other applicable ordinances of Ihe 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 pennit may be acquired for a fee of ooe4lalf the amount nonnally 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'N'Of'k 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) houn; 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 vto&ation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: L.-/ fo4 '7 (::' lou-"^^-.. ,--k,---h 'A. yt.c I;. y~ \j \ -;- \:0'u o\o.A.,? WOJ\."",- -TCl \<:i~c..A--- V0! l\J\) \~cil Iv> c.sS; b l.1 r~.s.s.! .~ ra \:.lM.-- When corrections have been made, call for re-inspection at 303-234-5933. Date: Ci'\-U~O~ ~ Inspector DO NOT REMOVE THIS NOTICE ~ C'rty 01 Wheat RKIge Department of Public: Works MEMORANDUM FROM: Steve Nguyen, Engineering Division Manager Dave Brossman, Development Review Engineer :J1/i TO: DATE: January 21, 2005 SUBJECT: Garrison Village Drainage Issues This morning I found a request for Certificate of Occupancy for 4643, 45, 47, 49 Flower Street. I will not issue any of these C.O. 's based upon an agreement between John Benallo of Centex Homes, Steve Nguyen and myself during a meeting held on November 30, 2004. During our I \130 meeting with Mr. Benallo, it was agreed upon that I would issue C.O'. 's for units that were coming in during the 151 week of December if a design from Paragon was received and approved. The design was received and approved on 12/13/04, and I signed off on the e.O.'s as we had agreed to do. The second part of the November 30th agreement was that no further C.O.'s would be issued until the pond improvement construction was under way. Mr. Benallo assured me in December that not only would the work commence ASAP. Well of course there were a few periods of snow that delayed the start, and then there were the holidays.. . Mr. Benallo sent me a fax from Scott contracting (please see attached sheet) stating that the work would commence the week of January 2, 2005 and be completed within a couple of weeks. When I spoke to Mr. Benallo (and also to his "underling" Amber Wood), I have continuously held fast to our initial agreement that no e.O. 's would be issued until the work was under way. I was re-assured time after time that everything would be completed before this became an issue. To this date, no work has started toward the pond re-construction measures. Whether or not Centex is having scheduling issues with Scott Contracting is immaterial from the Public Works standpoint. Bottom line: No further C.O. 's shall be signed by Public Works until such time as the drainage construction is under way (per the agreement). I phoned both Mr. Benallo and Ms. Wood this morning to reiterate that no e.O. 's will be issued. CC: Tim Paranto, Director of Public Works Alan White, Director of Conummity Development Meredith Reckert, Senior Planner Bill Weyman, Field Services Supervisor Garrison Village Pond) Construct (I-21-oS).TTJmI 0."-< ." 0 .. r 'U () "CJ ~ ." m ~ 0 ::E Ci 3 iji" 0 Q z z .g [ 2 z 0 . ;0 > 'U -< m ~"a C ~ ! -< r m ~ ;0 3 ;0 ,,~ [ :I: 0 aa.~ ~ ~ m m :< () iiigtt C/l -< () ." () > 0 '" ~ < .... ~ ~ 0 ;0 " ~ 0 (ij 0" .. a> r 0 _.... :1. '" Z Z r 'U () x _O='l '" ~ ~ 0 ..... ;0 '" :I: ~i ~ ::E i5 m " Q~ 9' C/l (ij 0 z ;;;:: C/l x 3 -<a.~ '" Q :I: '" 0.. ti -~9' 'U ... 0 :;;g.. "t c 0> 3 J - ;0 ... 3i ;'[[0 n " w " 'U ;:tI ~"5' trj '" 0 ." ~ .. 0' is: i:i' 5.. ~ C/l 0 15-'" ~ ~ m ~ w . ~ 8 6 ~ w w Q). a ~ g ?!2 :;::I a. :] '. m ~H ~ 3 0 ~ " " ::E 0 " " 0. .. '<~i> ~ N 0 .. :::r g 0. n 0 .. ~3 ... '" () , ~ , !!l. g" " :;; ~ ~ OJ ,,9' CD a -<a. > " C" x ;0 " C _ ;~~ ~ if "c c: '" -g. ~. Q ~ il. 3' ~ ~ c ;0 ~9'9' !!l.gJo trj .. .Qa ~ '" !>- ~o"T1 ;!. 0'......(11 ~ 3' "'9' () ::~c: 1il:<=e ~ . 0_. 0 C/l 0 ~ 3 '" J ~ . "'::I: g C/l (ij " :;;" s:~ 3- 00 o"'m ~ g g ~ ::r-o ~9=> "0: w " " ~ () -- w 0 " 0 CJ~-I 0 ~~ w 0 ~ --g g.~::o " ;0 ~ o ~. m ~~~ mC - n -9' " 8" c :;;0 > ~ro2.. '" Q n ,,-c ~ 0 '" m " - CD "" ;0 0 C _ e - ". '" 0 ;0 -- J ;oQ 0 0:" '" m 5" CT ""C Ci:::J c: "- C/l "'0 "'c " ~ '" C/l ~ ::l () ()~ 1> " '" 0 8.3 " ... " 00 .... ,,'" 0. 0 co " n " ~ .... N" " ~ ." o 0. -< " c '" 0- 2.0- " ~ " ~ 0 " "'" '" " ~ " ~ a fa 5. ~. '" ;0 2 ~ ~ w 0" i> -~ 0 J' a ~c " " i> -0. " " 0;- ~ ~:;: i:3 ~ 0 " i:3 ~I 0;" <> ~ ~ 5.15 <> '" < c" ~ .. ;; "~ zo. ~ 3 0 a. ;::;: Date:--J lu 105 . , A Certificate of Occupancy I Completion has been requested for: ADDRESS: .4Ja}) Plow<<,S;t. PURPOSE OF STRUCTURE:~X ~CJ:jLJf J'f) Building Department Approval: Remarks: Zoning Approval: o--t<- ~ ( ~ '2-?' ~ 0 r Remarks: Public Works Approval: IjB~~ , kid Remarks: L).(>rJ//vAfi'e: ('~,z.7" AQ Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD L/ _7 * --,/-::> /, c ,("-.C JOB ADDRESS ,; ,J ( {<.;l.. -, .~ BUILDING PERMIT~, ./ /7.t.::;";;; OWNER L:f;t' zI't.' _ CONTRACTOR I TK3 OCCUPANCY SETBACKS FROM PROPERTY LINES NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing 9 - ~O\-o'-l ~ 5\"\-€::!d~ - I 0<.'6.(;( I I~ r~ POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) ";, I.. Plumbing (Ground Work)"' \> Heating (Ground Work) 0,- ~,,\-4c.J ~ Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED .~ Drywall Nailing Roofing Refrigeration Electrical Underground " .I Framing Insulation j II - \ \;--04 : II _ <-<-_<,c \ ') -,-'",(-1 1- 2....1"C -- Final Electrical Plumbing Heating & Ventilation Frame R.OW. & Drainage Fire Department Parking & Landscaping 1-<"'1-0"- (-<,-'-0" \- 2.-1-US- ~ IL~ ~ili ~ ;;;:j.~1 /lOvN~G (Ier.:.!' R:-:r:c , - 2- J - f1.r.:~ 1-)8 a.$ OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER APPLICATION FOR CERTIFICA TE OF OCCUPANCY City of Wheat Ridge - Buill ing Division ~--~ Date~D b) ~ PermitNum r r/.{>63 '\ Address 41..04 ~ 'r \01..\)9.t- S '("' I9-M:W RESIDENTIAL Single Family Two Family (dupiex) ETNEW MULTI-FAMIL Y # of units L\: Fire SDrinkled YE o NEW COMMERCIAL SO FT (complete inform. Business Name C e' E.. N 'I:" '2. ~ \'i.. ""' N'\. E:. ~ Business Type \A c ~ "'- \:; u , \. J Use of Space SUitelBld~ 6 ~ I NO Fire Alarm YES I NO ion be/ow) Telephone :~ c -~ -<\d.....'J-l) CCl'J... Previous Business Type Previous Use of Space THIS USE WOULD BE DESCRIBED AS: o Newly Constructed Building o Existing Building PINse answer the foJlowlna: 1. Fire SplinkJed 2, Fire Alarm 3. Operations will produce dusUwood shavings or similar materiais 4, Operations will involve the repair or replacement of automobile parts IIYES: Describe the components repaired or replaced. o Additional Occupant o Change of Use J Change of Occupant YEi YE NO YE 0 YES Does the operation involve the use 01 open flame or welding? 5. Is the business a drinking, dining or assembly use that will have an occupancy of more than 50 persons and/or serves aicohol? 6, Which of the loIlowing best describes your operation? Office Only Retail Sales Warehouse RestauranUT ake Out Food MedicaVDental Manufacturing/Dislribution (describe proc8SS and and product)_ YES~ YE~ ~ Wo building or structure shalf be USED or OCCUPIED, and no chsngB in the existing occupancy CI8S, 'lc8tion of 8 building or structure or portion thereof shall be msde until the Codes Administrator has issued B certlflcBfe .of occupancy there/ore as provided her n.' ./ssuanc8 of a certificate of occupancy .shall not be construed as an approval of 8 volation of the prov. ons of thi.s code or of other ordinances of the jurisdiction. . Section 109, Uniform Building Code 1997 Edition NO TEMPORARY CERTIFICATE OF OCCUPANCY WILL BE ISSUED A separate appficallon is r8Qujrnd for each ten anI finish space and/or building. Other t HEARBY CERTIFY THAT I HAVE READ AND UNDERSTAND THIS APPLICATIC i AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE JF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED OR NOT. ISSUANCE OF A CERTIACATE OF OCCUPANCY SHALL NO BE CONSTRUED AS AN APPROVAL OF ANY Y10LAnONS OF_~~.Y1 S. IONS OF T~tS C~E OR OF ANYOT HER ORDINANCE,. )~QUIREMENTS1lFTHI:;IURlSDICTJQ(l. Signature 01 AppllG<int-= ) ~~- L . - .~,~'__ "',\, " .., . i!!':- 20:5A NOS- ./ ~ \ . - '- _e_.~ Contact Name:(prinl) ---\A''-,,, CL\ N N , N <c, ~~~'\ , .one:- :) C) -~ 4 ~3 _ l) () C .~ City 01 Wheat Ridge, 7500 W. 29" Ave. Wheat Ridge, CO 80215 (303) 235-2855 We . Site: www.cLwheatridae.co.us CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPART, LENT CERTIFICATE OF OCCUPANCY CHECKI ~ The following items must be comDleted before a Certificate ofOccup'. ,cv will be issued. PLANNING DEPARTMENT REQUIREMENTS: 1. Compliance with all relevant ordinances, resolutions, variances, a; ?fOVed site plan, etc. 2. Completion of all landscaping per plan and/or Zoning Code. 3. Completion of all parking improvements and driveway connectior. per plan and/or zoning code. 4. Completion of handicapped parking spaces and signage. 5. Removal of all construction work trailers, materials and debris. 6. Removal of construction debris from neighboring and/or surround: ,g sites. 7. Removal ofall construction signs, banners, etc. 8. Separate permits must be obtained for permanent signs with the penit being approved prior to instaUation of signs. 9. Separate permits shall be obtained for fences and/or retaining v, ,Us exceeding 48" in height, if not indicated on approved plans. PUBLIC WORKS DEPARTMENT: I. Compliance with all relevant ordinances, resolutions, variances, spc ;ial exceptions, etc. 2. Site grading to be completed for positive drainage away from b. Jding and if applicable, in compliance with the overall grading plan(s). 3. A Drainage Certification Letter is to be furnished from the engine :r of record stating that the paving and drainage improvements have been installed per approved plans and specifica: on. 4. lithe property is affected by Streetscape requirements, any require, Maintenance Agreement needs to be signed prior to requesting a certificate of occupancy and any required escrow in ieu of the construction of such items needs to be paid in full. 5. If applicable to the site, streetlight requirements per Excel Energy d ;ign location shall be completely installed. 6. If applicable, all City of Wheat Ridge approved surveying documer. s, such as the Final Plat and/or required separate easement instruments must be recorded at the Jefferson County Clef.. and Recorders Office. 7. Removal and replacement of all damaged public improvements, sidcval.ks, driveways, curb/gutter, etc. 8. InstaUation of all public improvements, traffic control devices ar. j signage per plan, zoning code and/or Public Works requirements. FIRE DISTRICT: I. Completion ofF!re Department access requirements a. Surface b. Width c. Turning radius d. Fire lanes e. Secondary access 2. Fire hydrants a. Location b. Access 3. Building addresses or numbers are posted, to be plainly visible aJ j legible from the street or road fronting the property. Said numbers shall contrast with their background and sbaU Je not less than 4 inches in height. 4. Knox Box is onsite and instaUed per Fire Department requirements. 5. Fire Sprinklers a. Tested b. Inspected c. Approved with signature on inspection card or letter of apprcal from Fire Inspector d. Remote annunciator installed and located per Fire DepartmeJ . requirements. . CERTIFICATE OF OCCUPANCY CHECKLIST _ P... 2 6. Fire Alarms a. Tested b. Inspected c. Approved with signature on inspection card or letter of, 'proval from Fire Inspector d. Remote annunciator installed and located per Fire Depament requirements. 7. Exit and egress requirements are completed, i.e. exit signs, emer. ency lighting, etc. CITY CLERKS OFFICE: I. The owner or tenant of ANY buildings, offices, apartments or stees, etc. must apply for a business license prior to a Certificate of Occupancy being issued. Contact: Dema Brianza. 3 i3-235-2820. BUILDING DIVISION: I. Landscaping complete and sign-off from Planning Department _ _ Yes _No 2. COMMERCIAL -- Drainage Certification Letter tu Public Works Jepartment _ Yes _ No 3. RESIDENTIAL - Improvement Location Certificate with overlot nal grading indicated _ Yes _ No 4. Completion of all parking improvements. 5. Completion of handicapped parking spaces and sign age. 6. Fire alarm and/or sprinkler system to be approved by Fire District. 7. Building addresscs and/or nwnbers are installed. 8. Construction work trailers, materials and debris are removed. 9. Neighboring or surrounding sites and properties are cleared of all e nstruction debris. 10. Finish grading to be completed for positive drainage away from bu ding. II. Submit an Improvement Location Certificate to show all Structure Jimensions, setbacks, easements, [mish floor and site drainage elevations. 12. All subcontractors (electrical, plwnbing and mechanical) are requir j to request and pass their final inspections. 13. Special inspection and engineers letters are to be submitted as requ 'ed by Uniform Building Code, Chapter 17, 1997 Edition. 14. Elevators are to be inspected and approved by DRCOG State Eleva. ir Inspector. 15. Building addresses or nwnbers are posted, to be plainly visible nd legible from the street or road fronting the property. Said numbers shall contrast with their background and she I be not less than 4 inches in height. 16. Exterior stairs, steps and ramps have guardrails and handrails intact. 17. All driveway, sidewalk and paved surfaces are complete. 18. COMMERCIAL - Certificate of Occupancy Checklist is complete. ( ee attached) 19. RESIDENTIAL - Certificate of Occupancy Checklist is complete. ( e attached) .. Note: Not all listed items mav be relevant to every Droiect. RLSIDJ:N11AL - CER1lFICA TE OF OCCUPANCY CHECKLIST _ P... 2 GEl'\'ERAL: Ini~ ~_ ~witch and recep~er pJates ~ght fixtures installed g.....-S'moke detector installed, location, AlC power, tested Q/CJoset lights, type, style and Jocation p... NEC requirements Q/l1andraiJ height and wall returns (34"-38 "from nose qflTead) """---Guardrail height and baluster spacing (36" high with balusters spa_ .d such IhaJ 0 sphere 4" in diameter cannot pass through) IiY"Environmental air duct registers and diffusers installed -a--Window screens instalJed ~ess windows meet egress requirements c/Bathroom sinks installed with hot/coJd water .g"'" Jublshowers complete with hot/cold water fil"""'Tjle surfilces grouted/sealed and complete s.---\Vater closet instalJed with proper clearances, shut-off and caulk, j to floor at base ~aust fan or window sized not Jess than 1/20 the floor area or rinimum of 1-1/2 sq II in size ~ Q.ierreceptacle functioning and located per NEC requirements llV'Jacuzzi tub - o GFCr protection o Access location, readily accessible without use of Sl ,cial tools or knowledge ~pered glazing ~o un-vented gas appliances shall be installed BASMENT 1 CRAWL SPACE: ~ ~ _ 1 ~ Basement - Finished _ Unfinished _ Partial_ # ofro< .ns G-'" Stair handraiJ height and wall returns (34"038" from nose of tread f>>/Underside of basement stairs fire protected if open for storage ~teel beam pockets grouted a..--'Supportcolumns are plumb and properly secured at floor and at b- un lIY'~moke detector installed, Jocation, AlC power, tested If" Crawl space. X. o UndeTflOOr access size (I8"x 24") o Support columns are plumb and properly secured at base. ad at beam o Fumace- A Yes _No o Waterheat..._ Yes 4.-No o Com bustion air o GFCI service receptacle (required if/urnace or water healer . -e located in space) o Switched light (required if/urnace or Water heater are locatea .n space) o Under floor ventilation o Concrete sJab -----X- o Structural wood floor o Under floor access size (18 "x 24'') o Under floor ventilation o Under floor clearance (18" to bottom qfjloor joist, 12" to boll. '" of beams) g...-sump pump installed per plumbing code g./Sewage ejector installed p... plumbing code cY"Floor draiD JV/Mcchanical equipment working clearances IIV"'Mcchanical equipment venting complete per code g/ Pressure relief valve drain terminated between 6"-12" above floor P/ Water heat... installed in drain pan if located on wood flooring .. Note: Not all listed items mav be relevant to every Droiect. CITY OF WHEA'l' RIDGE PLANNING AND DEVELOPME .'iT DEPARTMENT RESIDENlIAL CERTIFICATE OF OCCUPAN~Y CHECKLIST" Add~~;) F\c~~T 5\ G;~~~ SITE: Ini~ C' __. . [ll...--1{fllandscapmg IS completed per zonmg regulatIons. (To be romp.t<d an4l1ppr~d PRIOR /0 reqMuang ofinal i1lS]J<ction) c-/The Public Works Department has inspected public improvemem and any damage has been repaired. (To be c'!!PPkred an4 opprlfnll PRIOR UJ requuting 0 jinoJ inspu:tion) ~provement Location Certificate (prepared by a CoICTado Ikens", 'is) with spot elevations and drainage arrows to be submitted wiili certificate of occupancy application (SEE EXAM; LE) EXTERIOR: Ini~ C ._ ~ddress posted a--"Weather tight structure - paint, primed, caulking, etc ItJ./Exterior wall pmetration sealed o---"'AlI hose bib to be equipped with vacuum breakers or anti-siphon. "Ives c-" Gas pipe painted I\Y"J;xterior guardrails (36" high) and h.apdrails (34"-38 "from nose oft, ad) installed ~xterior deck - Yes , No ~ Ill- Ledger bollS instailed aV Exterior light fixtures installed IlV"fxterior GFCI receptacles (front & rear exterior doors) GARAGE: Ini~ r .) lY'Garage doors inS~ ~arage door opener - Yes ---' No_ O----Garage door reversing mechanism installed and functioning ~ire rating of walls and ceiling (two layer on ceiling ifframing me",oo . are spa.:e greater than 16" o.c) VG~ outlet mounted not less than 18" above floor of bottom of be g---1}yage steps and handrail instailed ~olid core door with closure between house and garage. KITCHEN: Iniac-' -> _ ~CI outlets (two circuits mini""",,) Il)"" Kitchm sink installed with hot/cold water lY' Garbage disposal Ill"" Qi>lrWasher properly connected (e/ec/rical, plwnbing) ~ge hood -j 'l1~Iro:~Y~ Foundation ComDIianc . Form CONSTRUCTION SITE ADDRESS: 4643 Flower Street (lldg. 9) Subdivision: Garrison Village Lot 1 Block 1 Date: 9/28/2004 BUILDER'S NAME AND PHONE: Centex Homes 9250 E. Costilla A, ;''llue Suite 200 Englewood, CO 8e ] 12 (303) 792-9810 11 " , IIWe hereby state that the f)llowing portions of the foundation sysh:n for the above referenced project were constmcted in substantial conformance with the foundation plus and specifications designed for this project and the site where it is constmcted. I' I " I , I I II I :i Date 9/24/2004 In,pector's Initials: CM Inspection T} ;Je: 4 Plex - Foot. Ilg Inspection 9/27/2004 0\1 4 PIex - Foull latioll Wall Inspection David Christ, P. E. ----~_.~_._.__.,--- _.~--~~-.---- .' ii- i; " /I, , I:J 'I.J II iii I II I' ii Ii: Ii' 1:.1 I" I" I' I:: ii II I I, 6000 EAST EVANS AVENUE. BUilDING 2. SUITE 100 . DENVER, CDlDRAC J 80222 . 13031504.9330 . FAX: (303) 504-9620 'j Date 9/24/2004 Client Centex Homes Caller Name Jesus Insp Gtor Time of Inspe cion LocatIon: g lCf<: Su bd iv ;ion Adc~ Moulder, Chris 12:00pm 1 Lot: 1 Garrison Village 4643 Flower Street (Bldg. 9) O~erall Results Pass Add1 Time 0 NA on Site Hrs o Fail (Reinspect Raq'd) Item #is) of Failed Item(s) I ~ , , I i,1 '! I Phone (303) 419-9973 Proiect No. GOO-Q3007 Billinn Group No. 0105 woo: PO#: EPO 884643 Lot Soecifics Order No . 26696 I; I I ;J t. StructFloor: None Model: F-3 Elevation: B GaraQe: 1 8asementTvoe: Crawl FoundationTvpe: CSF 1'1 'I Ills ecti I I'hecklist Field SI,lCh Reference Number: "JI o I - \ Refalta Ilem DesCliplion iPass Fail NtA Comments 1. Condition of 80i/ I 00 0 0 0 I Upper Level... ..G..C>.o.t.>........... ............. . . . . . . . .. .. . . . . ....................X/j;... ...... .......... ..................... Lower LeveL..... ..... . A...... ............................,..... ......................................... ...........,......... ........... 2. Footing Width I Depth , IE 0 0 0 3. F ootinc Reinforcif!JL 0 0 lID 0 4. Footing Placement ISiJ 0 0 0 5. Void Form Size.....................ln. 0 0 ~ 0 Placement 0 0 00 0 6. Vertical Dowels 0 I.J(J 0 "lJ 7. Other.... 0 0 0 0 . ... ... . .. ... , .. . Other.. LJ LJ LJ LJ Other.. 0 0 0 0 8. Design Bearing Pressures IE 0 0 0 Max. Z 0 ....,.09....PSF Min. ..... ...~ ......... PSF ~.~!._..~..-i._..i._..; . . . . . :::=!::::~::=]:=..l...... I I'; :1 , , , I " i Iii I.' '11 ""/6-'1', r~ 'Si-', Weather f "ecautions: Comments ~l<i)~l\b "'\)""",e1n Comment, 1....! II i 1:1 Comments Notes: HD:FP; RUSH Description of Problem , ,'! 6000 EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, CO- (303) 504-9933 __ FAX (303) 504-9620 COPYRIGHT@ THEWEINTRAUBORGANIZA1 IN, LTD, 1998 I:, II:! " Date 9/Z7 12004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. GOO-03007 Sillinq GrouP No. 0110 WO#: PO#: Insp,.ctor MOU1<1er, cnrls Time of Inspe, tion 2:00pm LocatIon: ~ )ck: 1 Lot: 1 Subdiv 5ion Garrison Village Me 'ess 4643 Flower Street (61<1g. 9) II, FOUN1)ATI~N WALL INSPECTIOJ.: i] 111 I I I' Ii, EPO GS4643 Lot Soecifics Order No . 26696 Overall Results . Pass Add! Time o N.A. on Site Hrs. o Fail (Reinspect Req'd) Item #(5) of Failed Item(s) StructFloor: None Model: F-3 Elevation: B Garaqe: 1 BasementTvpe: Crawl FoundationTvpe: CSF Reference Number: Ii h.51 ectiGIl Checklist ReTerta Item Oescrintion Pass Fail NIA Comments 1. Foundation Layout f'iIJ D D D 2. Conn8ction to Pier~ 0J D 0 D 3. Alianment W I Pier I,{::;;;J 00 D D D ~ 0 0 \Xl D 4. Caunterforts 5. Too g. Bot Reinforcim1 . D rID D IXl 6. Horiz. & Veri. Reinforcino ~ D 0 D 7. Corner 8. Intersection Reinf. D 'M] D m B. Window Reinforcinq 0 0 /W,J 0 9. Sle" I Bridae Rem/arcma rsdJ D 0 D 10. Void Form D D I!J D Size ..... H _.... ..In. D D rn D Placement D D ~ D 11 Oobri" in F ormwork E&I D 0 D 12. Rebar Cleanliness 00 D D D D. Rebar Placement 0 D 0 D 14. Holddowns D ~ D 00 15. Electrical Ground D D 00 D 16. Other...... .......... ........... D D D D . . .. . . . . . . . .. ... . . . ...... ...... D D D D Field SI ~tch . . . . . . . . ... . " . ~++-+: ; ; ; ~-; ; ; : ~-1--t-.r+-+-+-:-+-t..++.. "-TT"TRT- - i'''T'''i''kr'f-.f~T-!''~rT-T'!''-!'.'TT.r'i''T''T''.i''T'T~T" :::rl=/:=T 1:=:r:r:::l=:f::~i::::f:l::YT::r:::I:::r::Y::!:::I:::~:::r:::r:T:::j~::r::t::: ....,-..,..-,._.;..;:.....\....~.....r-.f'..~....r..i..-.\-..T....~.....r.-r-..~..-..j...j....l..-rn..\...-j.-..j....rT.. :::~f:~:f:~:(:=:f: ::~:::!:::i:::Ii:~~:::f:J::::I~::f:::~:..:::(::=EEI:E]::=[.::.!:::~1:~::!::~..1::::1::: I' .Ii ..-.........,.-.... " , I .....----...-..-.... . . . . . ;.... ....;.....1-.;...-1.-..;.-..1....;...;.....)"...;..-:....1.....,...:- . .-:..-...;....l._..:.....i....~... ..... ....!._...!....~....!....t....!.._.!_..!.....!.....!.._!._..!...,,!...!. '.._!.....!....!....!.....!....~_., i i i i i Iii i i i i i i i i i i i i i ~: ~~.lJ~ii~[~i~~~-;r~;~t:J~l ;~:-ii,::J:;iii:iij];~: .~~~:~ .:}]::I::EJ:::E:l:: ::::F:{:[:C=\:-:!:: ;:::!:::::j:~:!::J:::=F:E: t , , I , " . L' , , , , , i , , , , ..... ...'.....1.........,................ ....1........_1..............1.. .._'.....,....,....'..."'...,~_,, .:'.:r.:'.+~i:.~r.~:i:+:~.:t..: .::+::+..:t~+:i~J.: !r:\..::::\:::~\::::\:..::.\-.:::1~.:: ..... ...!.....f.._L..i._.~...!._.!... ....L...!.._!....!...L..L. !.._!.... ....,....;.....:...."_,. ;,i I I;) I'! ,I i ....~...~..+-+- :::t:t=t::r-- .....--.....-.... ........-....._.... ....~.,,~..+_.\.. ::::t:::t::t:,'!:: ; ; i " ................-..., ....LL.!....). ....~...~....;._.~,. .._n_......_...... ....~...t..-f.-.i-,. I ~ , I II i I 'I Ii " il ,.~ i II~ I. 'I I' I -4 to", 3 \-~ "5:t, ~ I-I'", ~ T~AA~ C61N\1l.l1 l,"(\M We;,1l,he.. p'&cil\1'tiCl'n.'$ ~~~:::'H';'^J~i:,;IA-!!'J~;:;-h) , (:omm"nb ~ h',,~..L ~.v..d:dJ~ Tf K0',~'~O:~' ~S;.p';f: \ --:S~ ~ ~ c.~ ~ ~44- cwd ~.~, \ 'I :1 I ,; I' II jl \'1 'I Comments Notes: HD: FP; RUSH Description of Problem il ii Ii! " i:1 ,): 6000 EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, ( J -- (303) 504-9933 -- FAX (303) 504-9620 COPYRIGHT@ THE WEINTRAUB ORGANIZTION, L TD, 1998 i I' i September 30, 2004 lrerracon Consulting Engineers & Scientists Centex Homes 9250 East Costilla Avenue, Suite 200 Englewood, Colorado 80112 10625 West 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone 303.423.3300 Fax 303.423.3353 www.terracon.com Atln: Ms. Linda Smith Re: Perimeter Drain Construction, 4643 Flower Street, Building 8 Garrison Village Subdivision, Wheat Ridge, Colorado. Terracon Project No. 25003590 Terracon observed perimeter drain construction at the subject site on September 29,2004. The purpose of these services was to observe: . that properly sized pipe and gravel had been used; . that the perimeter drain system had been sloped to discharge to a suitable outfall; and . that the perimeter drain system had been placed at locations recommended in the Geotechnical Engineering Report, Terracon Project No. 25035053. Based upon our on-site observations, the size and placement of the perimeter drain system appeared to be in general accordance with the recommendations contained in the referenced report. The perimeter drain had been sloped to a sump pit for discharge. Sincerely, ER~ TMM:gr Copies to: Addressee (4) Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide lrerracon September 20, 2004 Consulting Engineers & Scientists Centex Homes 10333 E. Dry Creek Road, Suite 300 Englewood, Colorado 80112 10625 West 1~70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone 303.423.3300 Fax 303.423.3353 www.terracon.com Attn: Linda Smith Re: Foundation Excavation Observations, 4643 Flower Street, Building No.8, Garrison Village Subdivision, Wheat Ridge, Colorado Terracon Project No. 25003590 Terracon was on-site on September 20, 2004, to observe the foundation excavation for the proposed residence to be constructed on the referenced lot. The purpose of these services was to confirm the recommendations for foundation construction as outlined in the Geotechnical Engineering Report, Terracon Project No. 25035053. The soils exposed in the excavation consist of sandy lean clay with gravel, and are similar in engineering characteristics as those described in the referenced report. These materials should be considered expansive. Based upon the characteristics of the soils exposed and upon the recommendations outlined in the referenced report, use of a spread footing foundation system, designed in general accordance with the recommendations contained in the referenced report is recommended for support of the proposed structure. A perimeter drainage system should be constructed around the exterior perimeter of the basement portion of the foundation. Sincerely, CON TMM:jn Copies to: Addressee (4) Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide FINAL ILC CUENT: CENTEX HOUES SURVEY: \14293 DATE: 01/19/05 6538 S. RACINE CIRCLE ADDRESS: 4643 FLOWER STREEl SUITE #110 CENTENNIAL, COLORADO 80111 0 20 40 60 1"'""'"'"""1 ~ SCALE: I" ; 20' FLOWER STREET .. + z - ~ ~ ~jU I I I --- L --I ----- I 18.8' , - , , , I- , , :::< ' I VI COHC l- I UJ :::< VI VI """" UJ VI UJ 16.8' (/) u (/) u UJ ...: DRIVE iD ,",v, U 4.0 U 01S 4.0 ...: I CON< (J1 '4645 (J1 S COHC >- n W #4647 W 01S l- x ~.O PLAN F - 3B PLAN F - 3A ~.O --' TOF 45.9 ;;; 21.0' >- I- ;;; TOF 45.9 I- ::) 0 29.1 0 --' 18.9' PATIO i= PATIO ::) 0 -", '" tl) 0> 0> 0 r t8.0' tl) I 13.7 C> rov. COY. e:> 13.7 I ,..: CON< COlIC " 19.9' I " r " 16.5 16.5 ~ , '" .illAl. LOT I, BLOCK I, GARRISON VILLAGE. CITY OF WHEAT RIDGE, COUNTY or JEFFERSON, STATE OF COLORADO IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIfY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPAREO fOR CENTEX HOMES, THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEt.iENT SURVEY PLAT AND IT IS NOT TO BE RELIED UPON fOR THE ESTABLISHMENT Of fENCE, BUILDING, OR OTHER fUTURE It.iPROVEt.iENT LINES. I fURTHER CERTIFY THAT THE It.iPROVEt.iENTS ON THE ABOVE DESCRIBED PROPERTY ON THIS 19TH DAY Of LANUARY, 2005, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO VISIBLE ENCROACHMENTS ON THE DESCRIBED PREt.iISES BY ANY IMPROVEMENTS ON ANY ADJOINING PREt.iISES, EXCEPT AS INDICATEO, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN Of ANY EASEMENT CROSSING OR BURDENING ANY PART OF S ARCEL, EXCEPT AS NOTED. THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCH TO EASEMENTS Of RECORD. Q~;L~?:~U~~ FILE NAUE: l1Bl.D~J:s1 DATE: '-"" ...ttJ,'('I-- DRAINAGE . ~~ S. RACINE CIRCLE 'iO SUITE #110 CENTENNIAL, COLORAOO 80111 CERT CUENT: CENTEX HOMES SURVEY: 114297 DATE: 01/19/05 ADDRESS: 4643 FLOWER STREET o 20 40 ,........... SCALE: I" = 20' ---- FLOWER STREET .. +z 43.2 43.3 I I - ----_L ;-.:: q I -----~- >- ::::;: Vl W Vl Vl W U U <( O/! 43. ~ 4 t8.8 n; '" 43.' ~ 5.32.0 ~ UI COlIC W 4.0 DRM: n; Co 16.8' IlIlIVE n; Co 29.1 #4649f PLAN F - 3A TOF 45. >- >- -' >- :::> ~I '4647 PLAN F - 3B TOF 45.9 29.1 43.~ I 0 I ..,., ...~ 5.5:1. I 0' 44.11 11.6:1. I I n.n1-4 .8 I "'ATln 13.7 0 COY. r-:. COMC ~ 16.5 lliAJ. LOT 1, BLOCK 1. GARRISON VILlAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO " ~ 10' ES" #4643 PLAN F - 3B 2.0 UI ~ TOF' 45.9 W % 4.0 !., " 14645 PLAN F - 3A TOF 4S.9 COlte 60 [ >- ::::;: Vl w Vl Vl w U U <( O/! >- >- -' i= :::> 0 ..,., .3 DRAINAGE CERTIFICATION: THE ELEVATIONS AND DRAINAGE PATTERN SHOWN HEREON ARE THE REGISTERED LAND SURVEYOR'S CERTIFIED ANDINGS OF THE FINISHED GROUND GRADES FOR THE ABOVE DESCRIBED PROPERTY. THE ELEVATIONS AS DEPICTED HEREON MAY CHANGE SUBSEOUENT TO THE DATE OF SURVEY DUE TO NATUR NO I OR ARTIFICIAL ACTIONS. FILE NAME: lIB1.DWG PAllll 43.5 I 21.0' : 6.07.X ~ X 4~ 44,8 143,8 "I I 'CD ui 1 . ...'\, ----"- X :-: 04,07. I'H.O . I ~x~t q 13.7 44,8 144.1 .... 19.9' I .... I ,....: 45. 12.0% I IV '" 4 X4S.4 H.P. 2.0:1. COV. COlIC 16.5 "Tl .... 'U 0 0 . 0 m ;0 0 g.::;)-t @ ;0 Gl 0 0 =;; (j3~ 'U ~ )> Z .. 1 .... 'U -< z o!5" [ ~ ~ m ~ m '0 ~ .. m 0 ;0 ;0 ~"d, z ~ m :;! 0 c ~ "Tl 00 ;:,::::J::!l 3 0 0 -< ="'~ z z .... ~ )> 0 0 " ID ~ ~ 0 ;0 CD ~g ~ .... " 0 'U 0 CD < =;; -< ;0 0 0'0 .. " (5 m CD x :: a ~ '" z " I li ~ '" ~ 00 CD 0 '" ~ Gl 00 x 3 Q~::f ~ 'U I CD .:< " '" 0"'- " c ... 0 -.. <5 ;0 0> 3 :;:" ::f 'U ... <D ::T ~t (b .. '" " 0 '" ;[goj " 00 "Tl ~ m " ~ 0 ;1J -,- n g- o;: w 5: [ 9;-g' CD w '5i ~ <5 ![ M 3 ~ W N () " 0 ~ [Tl ~. ~ a ~ g '" " ' " " .. a.~C/)~ ~ CD 3' OS" =;; 0 " .. f- 3,,2 ~ !O gS' is ~ !1 ~ 3 is: c .. <> !l!. 0 !5p ~ '0 C 3' 3' " " x a; ~ ~ " ".. ;0 CD ~'!1." 3' ~s. C c: '" '< ' :;: ~ n . . " c '" ~ ~ a2: - <D ;0 "2.!. Q l~~ > 3 '" P. .. ~ ~:T~ !l!.'" S'g- 00 0 ;1J80 i-3 CD ;:: 3' 0 00 '<50" a: ." M ()2: co !> ::tCDc: j$:;::e -, , m- 0 .. :;:" .:<'" 0 w c .. ~!p: 0 g, !:, "Tl W 0 en ffi"O :;:::f '" w 0 .. " ~ ,<"m "g ~ ~ ;~ ",,~ ~ .. - m "'~ ,,'0 " Q _. (I) o , ;u 0 - ". ~ )> ::!i8" ~ ~; a !2Q <> ~.. "''' '" 0;: 0 . 0 8 Q n '" 0 c: 0 0 00- .. - 0 ;0 c _ '" m n 2 CD c. m =::1" " Q.,ttI " " 00 , ~ " CD 0 00 "'0- c. 0 c "'C " ... (')5: " co '" 8. S' ~ '" ~ <D !'''' lE C ~ '" () '" " '" "Tl N" '" CD geo n do " 0;: _, 0 '" " ~ ~ 13 !!l <0 ~ '0 ID " a: g, w sa 5.3 a; in' ~ o '" g.tIl '" 0 ~ c " 0 " ID - '" ~I ~.. " - ~ ~. 1D::f ;::; " "'.. ~ .. ~ ir" ;::; .. ri " 0- 0 zc. "'0 0 0 < '" c .. " "'ji ~3 a.~ Date: D5 A Certificate of Occupancy I Completion has been requested for: ADDRESS: 4&45 AOwe1 St.. PURPOSE OF STRUCTURE:~X ;)egi1-IUt i +) Building Department Approval: Remarks: Zoning Approval: o--f.-- ~ Remarks: I ~ z ? -o~ Public Works Approval: ,. /2tJ~J' g'.J,V Remarks: ,D.&V......ACE' C'~7' he' Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: ~ \ ~s INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD -/ JOB ADDRESS L It //,~~) II , i ( Ie .. , - .-.-, BUILDING PERMIT NO. ,. / '1.;:.; OWNER ~/, I ~<:~ _ CONTRACTOR DATE ISSUED OCCUPANCY SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing or - 2...OI-otJ. ~ POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED - <-<.. -0<-1 \\- ~~-cq \\-'L::>..-c "i \)- -'L':l...-oLI c:....c, 'r""",,,--- ,....:::. Framing Insulation Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame R.O.W. & Drainage Fire Department Parking & Landscaping 1- Lt.j_ 0 1- .05 ~ ~""r MU OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER APPLICA TION FOR CERTIFICA 1 E OF OCCUPANCY City of Wheat Ridge - Buildli g Division \'\0 PermitNum r '7~5~ /r ~ Address L/ lQ 4 ":)r \ <D \." '" . t- S \:" SUite/Bld9!.!!...):::' ~ I9-tlE'W RESIDENTIAL Single Family Two Family (duplex) E3"jqEW MUL TI-FAMIL Y # of units '\ Fire SDrinkled YES / 10 Fire Alarm YES / NO o NEW COMMERCIAL SQ FT (complete informatic belCMI) Business Name C'. E. ~ "\ € ~ V>.. <<" "" e. '; -eiephone ,~o -'> - <\ 'd." :) _ '1 <:> Cl 'J.... Business Type ~ 0 ~ "- L'-', \..4 Use of Space Previous Business Type Previous Use of Space THIS USE WOULD BE DESCRIBED AS: o Newly Constructed Building o Ex~ting Building PI.... an.wer the follow/no: 1. Fire Sprinkled 2. Fire Alann 3. Operations will produce dusUwood shavings or similar matena~ 4. Operations will involve the repair or repiacement of automobile parts IIYES: Oescnbe the components repaired or replaced. o Additional Occupant o Change of Use o .nange of Occupant YEi YE NO YE 0 YES Ooes the operation involve the use 01 open flame or welding? 5. Is the business a dnnking, dining or assembly use that will have an OCGupancy of more than 50 persons and/or selVes alcohol? 6. Which of the lollowing best descnbes your operation? OffICe Only Retail Sales Warehouse ReslaurantITake Out Food MedicaVDentai Manufacturing/D~tribution (d.scribe process end end produclJ_ Other YES@l) YE~ ~ Wo building or structure shall be USED or OCCUPIED, snd no change in the existing occupancy c/assific :ion of 8 bUilding or structure or portion thereof Shall be made until the Codes Administrator has issued B certificate 'of occupancy therefore 8S provided herein "Issuance of 8 certHic8te of occupancy ShaN not be construed 8S an approval of a violation of the provisio; of this code or of other ordinances of the jurisdiction. . SKtion 1ot. Uniform Building Cod. 19$7 Edition NO TEMPORARY CERTIFICATE OF OCCUPANCY WILL BE ISSUED A separate application is required for each tenant finish space and/or building. I HEARBY CERTIFY THAT I HAVE READ AND UNDERSTAND THIS APPLICATION NO KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF NORK WILL BE COMPLIED WITH WHETHER SPECIFIED OR NOT. ISSUANCE OF A CERTlACATE OF OCCUPANCY SHALL NOT ~ _ CONSTRUED AS AN APPROVAL OF ANY VIOLATIONS OF THE PROVISIONS OF TH. IS C~~DE OR OF ANY OTHER ORDINANCES O!!lEQUIReMEJlTS-OFTHE~URlSDlCIlON. ,o=-\ ~\ \. /) -T Signalure of AP~,--.J ~-~ '-, 'r-v--~,' __ .'-~".:.' "" D~. _ L()-T A-n O~ / Contact Name:(print) -\A<'-..\'-., C, \ ..... N , N \0 ""~'\ Phc ~: 3 a:~ .<:.\ ~3 _ l) dO' ~ City or Wheat Ridge, 7500 W. 29~ Ave. Wheat Rldg., CO 60215 (303) 235-2855 Web: te: www.ci.wheatridae.co.us CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPARTM,NT CERTJFICATE OF OCCUPANCY CHECKLI~ r** The foIlowinl! items must be completed before a Certificate ofOccuoanc will be issued. PLANNING DEPAHTMENT REOUIREMENTS: 1. Compliance with all relevant ordinances, resolutions, variances, appived site plan, etc. 2. Completion of all landscaping per plan andlor Zoning Code. 3. Completion of all parking improvements and driveway connections I" plan andlor zoning code. 4. Completion of handicapped parking spaces and signage. 5. Removal of all construction work trailers, materials and debris. 6. Removal of construction debris from neighboring andlor surrounding iites. 7. Removal of all construction signs, banners, etc. 8. Separate permits must be obtained for pcrmanent signs with the perm being approved prior to installation of signs. 9. Separate permits shall be obtained for fences andlor retaining waL exceeding 48" in height, if not indicated on approved plans. PUBLIC WORKS DEPARTMENT: I. Compliance with all relevant ordinances, resolutions, variances, specie : exceptions, etc. 2. Site grading to be completed for positive drainage away from buik ing and if applicable, in compliance with the overall grading planes). 3. A Drainage Certification Letter is to be furnished from the engineer )f record stating that the paving and drainage improvements have been installed per approved plans and specificatio 4. If the property is alTected by Streetscape requirements, any required}, lintenance Agreement needs to be signed prior to requesting a certificate of occupancy and any required escrow in Ii, I of the construction of such items needs to be paid in full. . 5. If applicable to thc site, streetlight requirements per Excel Energy des! n location shall be completely installed. 6. If applicable, all City of Wheat Ridge approved surveying documents, luch as the Final Plat andlor required separate easement instrumcnts must be recorded at the Jefferson County Clerk l.ld Recorders Office. 7. Removal and replacement of all damaged public improvements, sidew. ks, driveways, curb/gutter, etc. 8. Installation of all public improvements, traffic control devices and igooge per plan, zoning code andlor Public Works requirements. FIRE DISTRICT: 1. Completion ofFrre Department access requirements a. Surface b. Width c. Turning radius d. Fire lanes e. Secondary access 2. Fire hydrants a. Location b. Access 3. Building addresses or numbers are posted, to be plainly visible and egib!e from the street or road fronting the property. Said numbers shall contrast with their background and shall b, .1Ot less than 4 inches in height. 4. Knox Box is onsite and installed per Fire Department requirements. 5. Fire Sprinklers a. Tested b. Inspected c. Approved with signature on inspection card or letter of approva from Fire Inspector d. Remote annunciator installed and located per Fire Department j ,uirements. CERTIFlCATE OF OCCUPANCY CHECKLIST _ P... 2 6. Fire Alarms a. Tested b. Inspected c. Approved with signature on inspection card or letter of app; JVal from Fire Inspector d. Remote annunciator installed and located per Fire Departm, ,J( requirements. 7. Exit and egress requirements are completed, i.e. exit signs, emergen. y lighting, etc. CITY CLERKS OFFICE: I. The owner or tenant of ANY buildings, offices, apartments or stores etc. must apply for a business license prior to a Certificate of Occupancy being issued. Contact: Dema Brianza 303- 35-2820. BUILDING DIVISION: I. Landscaping complete and sign-off from Planning Department _ ' es _ No 2. COMMERCIAL -- Drainage Certification Letter to Public Works Deprtment _ Yes _ No 3. RESIDENTIAL - Improvement Location Certificate with overlot tin" grading indicated _ Yes _ No 4. Completion of all parking improvements. 5. Completion of handicapped parking spaces and signage. 6. Fire alarm and/or sprinkler system to be approved by Fire District. 7. Building addresses and/or numbers are installed. 8. Construction work trailers, materials and debris are removed. 9. Neighboring or surrounding sites and properties are cleared of all cons fuction debris. 10. Finish grading to be completed for positive drainage away from buildi.... II. Submit an Improvement Location Certificate to show all Structure db ensions, setbacks, easements, finish floor and site drainage elevations. ]2. All subcontractors (electrical, plumbing and mechanical) are required 1 ,request and pass their final inspections. ]3. Special inspection and engineers letters are to be submitted as requiret by Uniform Building Code, Chapter 17, 1997 Edition. ]4. Elevators are to bc inspected and approved by DRCOG State Elevator. lspector. 15. Building addresses or numbers are posted, to be plainly visible anc legible from the street or road fronting the property. Said numbers shall contrast with their background and shalll not less than 4 inches in height. 16. Exterior stairs, steps and ramps have guardrails and handrails intact. 17. All driveway, sidewalk and paved surfaces are complete. 18. COMMERCIAL - Certificate ofOceupancy Checklist is complete. (s..It/ached) ]9. RESIDENTIAL - Certificate of Occupancy Checklist is complete. (see ..ttached) .* Note: Not all listed items may be relevant to every Droiec!. RESlDINTIAL - CERTIFICATE OF OCCUPANCY CHECKLIST _ P... 2 GENERAL: lni~ ~_ ~witch and receptacle cover plates ~ght fixtures installed c-Smoke dcteetor installed, location, AlC power, tested ~Ioset lights, type, style and location per NEC requirements Q.--1hndrail heighl and wall returns (34"-38" from nose oflTead) r;r--'Guardrail height and baluster spacing (36" high with balusters spaced. JCh thot a sphere 4" in diameter cannal pass Ihrough) /iY"EnvironmentaJ air duet registers and diffusers installed -e--Window screens installed ~ess windows meet egress requirements .v::B;!hroom sink, installed with hot/cold water V Piblshowers complete with hot/cold water IiV'TjJe surfaces grouted/sealed and complete s--1Vater closet installed with proper clearances, shut-otf and caulked t floor at base ~aust fan or window sized not less than 1/20 the floor area or min :num of 1-1/2 sq ft in size ~G.ierreceptacle functioning and located per NEC requirements llV"Jacuzzi tub - o GFCI protection o Access location, readily accessible without use of spec; .1 tools or knowledge ~pered glazing c-1'l0 un-vented gas appliances shall be installed BASMENT 1 CRAWL SPACE: ~ ~_ N{ b Basement - Finished Unfinished _ Partial _ # of room; [i-" Stair handrail height and wall returns (34 "-38 "from nose aflTead BV'"Underside of basement stairs fire protected ifopen for storage o---"Steel beam pockets grouted rv-'SuPportcolutnns are plum b and properly secured at floor and at bean lIY'".,smoke detector installed, location, AlC power, tested g/ Crawl space J< o UndCTflOOr """"ss size (J8"x 24") o Support columns are plumb and properly secured at base ane It beam o Furnace- A Yes _No o Water heater _ Yes -X-No o Combustion air o GFCI service receptacle (required iffurnace or water heater are xated in space) o Switched light (required iffurnace or water heaJer are /ocaJed in ?OCe) o Under floor ventilation o Concrete slab ~ o Structural wood floor o Under floor access size (18 "x 24") o Under floor ventilation o Under floor clearance (J8" to battom off/DO/' joist, J2" 10 bottom (beams) Q--Sump pump installed per plumbing code g./Sewage ejector installed per plumbing code l;Y'FJoor draiD /iV"Mechanical equipment working clearances u;v-"Mechanical equipment venting complete per code V Pressure reliefvaJve drain terminated between 6"_12" above floor c;v'Water heater installed in drain pan if located on wood flooring .. Note: Not all listed items mlY be relevant to everv Droject. CITYOFlVHEATIUDGE PLANNING AND DEVELOPMEN', . DEPARTMENT RESIDENT! ~ CERTIFICATE OF OCCUP ANC) CHECKLlSTu AdG~~ F\oQ,~r :::;, ~:o~ SITE: Ini~ C" J m..--1(j'Ilandscaping IS completed per zoning regulations. (To be complae. and I1f1proved PRIOR to "questing afinDl jnsp<ctiDn) . c--'The Public Works Department has inspected public improvements lU j any damage has been repaired. (To be c!!JDPleud and appro>'ed PRIOR to uqllUling IljUuU i1lSp<dion) Id-4:inprovement Location Certificate {prepared by a Colorado licensed PL with spot elevations and drainage arrows to be submitted with certificate of occupancy application (SEE EXAMPU ; EXTERIOR: lni~ C ._ ~ddress posted D'Weather tight structure - paint, primed, caulking, etc ilV1':xterior wall penetration sealed o---"All hose bib to be equipped with vacuum breakers or anti-siphon va"" 0/905 pipe painted lIl"""l;xterior guardrails (36" high) and l1.apdrails (34 "-38"from nose oftreac installed ~xterior deck - Yes , No ~ Ill'"' Ledger bolts installed aV Exterior light fixtures installed ~xterior GFCI receptacles (front & rear exterior doors) GARAGE: Ini~ r J a---Garage doors ins~ ~=~dooro~er-Yes~No___ ~Garage door reversing mechanism installed and functioning llt"Fire rating ofwaIIs and ceiling (two layer on cwing Ifframing members a! space greater than 16" o.c.) VGj;CI outlet mounted not less than 18" above floor of bottom of box ~age steps and handrail installed ~olid core door with closure between house and garage. KITCHEN: Initie- C' --' ~CI outlets (two cI1=its minimwn) g/ Kiu:hen sink installed with hot/cold water cY' Garbage disposal /lI"" J:2jsIr\vasher properly connected (electrical, plwnbing) ~ge hood Date: 9/28/2004 i j, I I I " :11 ~ I 1'1 Ii I I' 1 ~ !,1 I' .,1 I i , 'I '! , ~- ll~~~vn Foundation Compliance] 'orm CONSTRUCTION SITE ADDRESS: 4645 Flower Street (Blcg. 9) Subdivision: Garrison Village Lot 1 Block 1 BUILDER'S NAME AND PHONE: Centex Homes 9250 E. Costilla Ave ue Suite 200 Englewood, CO 80].2 (303) 792-9810 ! ~ . I, I/We hereby state that the following portions of the foundation syster; for the above referenced project were constructed in substantial conformance with the foundation plan and specifications designed for this project and the site where it is constructed. -] 'i Date 9/24/2004 Inspector's Initials: CM Inspection Tn~: 4 Plex - Footir.g Inspection Iii " I ill i I, II I i,J I,: II 11 ., 9/27/2004 CM 4 Plex - Foundltion Wall Inspection , I' I .1,1 !I il I' :1 I I I . ! 1'" I' I, I: Ii I[ I I i' I" .', I' I. i,:' David Christ, P. E. 6000 EAST EVANS AVENUE. BUILDING 2, SUITE 100 . DENVER, CDLDRAD ' 80222 . 13031504-9330 . FAX: 13031 504-9620 ,~ i lJ . 11 ORGANIZATION, LTD Date 9/24/2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. Goo-03OO7 BillinCl Group No. 0106 '!!Q!L PO#: lnspecJr Time of Inspectin Location: 610. & Subdivis m Addrf ;s EPO GS4645 Lot Specifics Order No . 26697 StructFloor: None Model: F-3 Elevation: A GaraCle: 1 BasementType: Crawl FoundationTvpe: CSF Ills ,ection Checklist Field Sk lell /tem Descrt lion 1. Condition of Soil Pass Fail o Refel ta N/A Comments o Upper Level...... ...G()9A. ~~~~~. ~~~;...'...'...~.".'.il.!A'.....'."."..'...'~.'.'...'.... ....... ..............................,,,......... ...............,......"."". o D o 2. Footin 3. F ootin 4. Footin 5. Void Form Size............ ........In. Placement 6. Vertical Dowels 7. Other...... OIn~r..... 8. Comments rt;J \Nj S:t\ \, j:)~.~ Comments Noles: HD:RUSH :::j:+::/::t:::!:" ..._).H..}.._).H..\.....; ....'....1...1....1.....;. ~ I : ( I . . . . . ..-.........,....,....,. . . . . . . . . . . "'-r-"["-j'.'r"!" ~:::EI::ETJ: ! ! ! ! ! ::J~::-!.._~.-t...\. j i j r '::::)::::F=r:::F':': ::-.:1::1:::1::1'.::: ...-I....f...(....f..... ...-i._..~..~j.~..!...., .....l.~..~.-..l.....j,.... . . . . . .:..)..~...r..:r.~:..r-:.....) ..~;,._..~.._i,.~..\.....i ::::i::::t:::f::::!:::::: i i i i i ::::(::::{:::E::(::::'; --r-,"~r-'r"" :~:t~:..~..::~..:...,~:,.:,. " , I _1-.......-<-..'_ ! ! l 1 '"''':''''~''~\"''''!''''' .....,.~_.......,.....",.., ..._!.....L._i.....i.... ....L.Ll....L.. ! ! ! ! ...~j._.f..-I.~..i.... --/ I': FOOTING INSPECTION.I! I I, i! Moulcler, Chris 12:00pm 1 Lot: 1 Garrison Village 4645 Flower Street (Bldg. 9) O~erall Results III Pass IAdd1 Time D N.A. Ion Site Hrs o Fall (Reinspect Req'd) Item #(5) of Failed Item(s) I I: I II i I Ii '1 :1 I:' 11 ,I ;1 Ii I I, II Reference Number: . . . , . . . . . . . . . . . . . . .. ........... . . ~-4"-+-~-~ . . . !.....!._+..1-.i-..i-+.+~.I-+.+-..f..-!.....I.--I...+."I-..!-'+"'I.'-+-'!-" \:....~..r.::..:l:..:r.:..1:..:r.:~.r:..:".\'.....::\".".:~..r.::l:~.:..r.:r..:...:r:::.r:'.::1".....:r.:..l~:..r::l:..:T....):~.: i...+....I....i..~.!....1.....I....+....i.....t....!.~..t....i.....i.....!.....i.._..i.....i..+~.!.....i.....I.... ~....T....r.T-.r..T....r..~.....r..i....r-..r..T..T...1.....r..r..T'.rT"T"'T" ;.....r....i....i.....i~.."j-...i...-i"....i-...;~..i.....i..~r.~T....r..."i.-.i..~.I..T._.i~..T....i"... .(~t::..tJ:::~t.t.~:\:"...::(j::..:tJ:~..tJ:~::t.:....LJ..:.::L:J:..t.:t:::\".::t.:~ l:::::i::::l:::1::::{:::t::::{::::~:::t:::~:::{::::t:::t.::J:::t:t:t:tJ:::t::t:t.: '.t:..~.I~j::J.::tt:..t::t::~t.:'1:::(:::t.:t:t:.. .:::'.~':j..::t:::1::::I::'.L.::L: .I::j::~~~::t!=tt+::[.:.:!=':: .:.i==I:=\=::1:.:1=::t:=!= T::::r:'::J:':J:'::f::r:::1= !,:::::j=::~:=j:::::[::J::::~::~. '::::F:~r'::':i:']:::':j::J:~I=: I.:.J:.:~"J::.J.::t.J::.:J~<.~:.'J~::.::r:~E+:.~~::~~:+~:.':.:~J.~:.J::.::.L.l:t::.t:~.t.:~ .;:...+...ir.+_.\~njf""\'''' ....~....~....j;._..~..Jf'...~.....: ....i;"....\..-.rn1..~.~-..+....\.... .. ;.....;.....;~..~.....;....+....;.... .....;..-+--;.....;...-;.....;..... ...+....;._.;_..~.._.;~...;.....:.... :t:::tJ::t..:~~::t:~~:~:. .:::t::tJ::::t::t:~t::: :::t::l:::t::t::t::l:J:::: ~Ft.:.~\;.~t -n::(~ ::=\~::f~;::T:~~::f::T~~!::l::I::i::::!:::fl: s-m1m:lifItm I: C, ,i :1 I I: I: ! i: [" .1' :1 : )~ Ij , , II I, [I 1,1 " I I I !!1 , )11 III I 1.1 , I , \~ "'2t, WeathBI Precautions: CommB ts ii It I I II II I, II :!j i ,I:: Description of Problem i'l :1 I ,:1 , l'j I , ,I' !, i.i ,: I' Ii I', 6000 EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, ;0 -- (303) 504-9933 -- FAX (303) 504-9620 COPYRIGHT@ THE WEINTRAUB ORGANI: ATION LTD 1998 , , -- il FOUND \TION WALL INSPECfION! lnspec: ?I Time of Inspectk Ll Location: Bloc s:. Subdivisill Addre .2 , 1 . 1IORGANIZATlON, LTD Date 9/Zl/2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Project No. Goo-03007 Billinq Group No. 0109 woo: PO#: EPO GS4645 Lot Soecifics Order No . 26697 StructFloor: None Model: F-3 Elevation: A Garaqe: 1 BasementTvpe: Crawl FoundatlonType: CSF 'I kll Field Ske ;h IIISl!ed1t)1I t. IDC Sf Relerta Item Descriation Pass Fail NIA Comments 1. Foundation Layout ~ D D D 2. Connection to Pier I Flq. rn D D D 3. AliQnment W I Pier I Ftq rn D D D 4. Counterforts D D url 0 5. Top 8. Bot. ReinforcinQ D rn D ~ 6. Horiz. &. vOlrt. ROlin/arainq ~ 0 0 0 7. Corner 8. Intersection Rein! 0 IX! 0 rE B. Window Rainforcinq D D [K] D 9. Step I Bridqe Reinforcinq ~ 0 D D 10. Void Form 0 0 00 0 Size ... .. ...... .....In. 0 0 00 0 PIscemern 0 0 00 D 11 DOlbri" in F armNQrK l!E1 D D D 12. Rebar Cleanliness 00 D D D 13- Rebar Placement /KJ D 0 0 14. Holddowns D fX] D 00 15. Electrical Ground 0 0 ~ 0 16. Other............................ D 0 D D ................................... D 0 D 0 INe",h..r PI eCil\l1i(ms Comments Noles: HD:RUSH . . . . . . . . . . --r-; ~ 'j '; .- -~.!-'f'.T-T...T ".'i-'T'-r-'r"c ::::E::[::[=.:I:::::r' . . . . . . . . . . . . . . . ....;--j..-r-T....j.. .:~r..T:::l::T::::\. ::::L.LJJ..;.. ,,~.~~,,~..~\....\, ..\.. '::tt:t=:t. :t: ~:~f~l~~~~l: :r :..~:t:.L~i._.i_ .t.. .._.L..~.._L.\.. L ~:.~:.{~:.t~t~t.. t: ..~.~~..t.)._.i.. .[.. "-+~"~"+-1' .~.. :::tl::\::l +: "~.f~..~..~i._.~.... ..~.!~..!..~r-.\.....\.. :::t~~:::i::t~!:. rn Moulder, Chris 2:00pm 1 Lot: 1 Garrison Village 4645 Flower Street (Bldg. 9) O~erall Results . Pass IAdd! Time D NA Ion Site Hrs. =,-~ o F ali (Reinspect Raq'd) Item #(s) of Failed Item(s) ,i II ,II' 0, ;', , ", ,I Rererenco Number: : :-i-L....-L..~ .___ ~__~.. j ; i . i; i: ; ; , i , i ii, i i ; ; ...T'~.i-T!-T..r-.!-.-~.._.!._..!.-r-.T....!--T..!..-i--.!'..-r..f'''1''''!~'' ....j.....r.r-r-.T...i..-.r..j.....\.....\'.-r-..i"'T-.i-..l..-j....'\'..-j...T....j....r.. ::::i:::::J::::r:r:::~:::J::=:L)::=:r:::!:::!::::J:::I::!:::]:::r::I::r::r:::J::::r:: ...+....1(...t..-\.....t...~.._.\....;:....+...+._~.....\.....\.~.~_..+.-\.....:....\....\.....~....~_.. ':::f::.l~~f::r::fT::(:~:r:~.t:I~i:~:f~f~f::i=r~r:~l::::!::::1~]::: . ....L....!.._~.._!.~..~_..!.._.!_..,.....!....,:.._!._..!_...; :l:::l:::C:J:::i:~::t:::t::1::: i i. i i i i i. i i i i i i. i i i i i i i i ,".;.....;....;..'-i'-..;...j..-.;-..;.....;.....;....;'-........; .i-..1..-i'....i."-i....;....T...;~'. :lI~~~~T:I]~r~I.HT~:T~'::I:Ir ;"-j"-'r-'--i'-"j- ._.i-..j..~.j-...i..-!.-.r....: .j-.j..-i....i.--!....!.....i'...!-.. '.".1.................,.~............,_....._,.....,.._'._..,...... .._......_......1...._................._. ...i.....i....L.}.....1... .._.L..l.._.\.....L._i....i....i .L.j..J.....L...l....i.....i....L.. j 1 i ; i ; j i j; i i ; i ; j i; ; ; :....f"..t.r..~!'~..i... ._.t.!'....1....r-t-..1.....1 'r-"l"-j"'''r'''"i'''r'''r...t. ',~~'.T::.~'.r,:r.:~r~':.r: ~.~T:.:r'.~T~':.:~:~r.-:::'.r.~l '.!:::r.:r.:'.:r.::~::::T:'.T.T:: ....!.....i....~....!....t.. ..~.!....;.....i.,...!.._~."..(.....f .(....~..-!.....!...~!. ...[.....(....4.... ,...~...+..~..-\._+. ..~1....~..+..~..-+...1....1 1~..~..+.+.~\...1.....1..+.. ;::::(:::::; ...~:::;::::~:: ::::t::r::::!:::::]:::~::::1..:::t :1:::~..::1:::::l::::i::::l::::1::::t::: ....~..... ".~'-l'''''~. .....!-..!.....!....'!..-!-..!.....! .!-..~.._~.....!..."!....!'....!....~_.. . ...f"+"f" ..-.f...~.....I.....j..-i.....i.....i .!...~..-i.....i,....i....i....+...~_.. ....t.... ...!..~!.....!~. .. . . . '. '. +..+.+.+.++..+.+.. ~~::t~: -::t:::I:~::t= ~:::[~::j~:.~:r:::(:I:=::r::!=I:::+:t~::!:::1':::j::~i::::l::: I :1 I , ""I , ': I I : , 1,1 :1 .i :1 :1 u Ii '! ("'A IL I I~ '1 'Ii I,! " I ,:1 ;,:1 II : " ~ ~~ 13 '';;;:~nM;t~ ') I", i" i , 1 " Comments: (~n==:-u.~ ~~ T...-p RoJl ~ r1fV^' -* ~ \1. 1 -:Io-k.1- ~f~~ ~ 01- ~~~ CtrlM--A \ uw.U-4~ a".~ I I I " 1,1 I' 'I " I! :1 il 'I f'! 'I Description of Prablem 6000 EAST EVANS AVENUE -- BUILOING 2, SUITE 100 - DENVER, C( -- (303) 504-9933 -- FAX (303) 504-9620 COPYRIGHT @ THE WEINTRAUB ORGANIZA ION, L TO, 1998 . , ~ :'Ii I'U September 30,2004 lrerracDn Consulting Engineers & Scientists 10625 West 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone 303.423.3300 Fax 303.423.3353 WNW.terracon.com Centex Homes 9250 East Costilla Avenue, Suite 200 Englewood, Colorado 80112 Attn: Ms. Linda Smith Re: Perimeter Drain Construction, 4645 Flower Street, Building 8 Garrison Village Subdivision, Wheat Ridge, Colorado. Terracon Project No. 25003590 Terracon observed perimeter drain construction at the subject site on September 29, 2004. The purpose of these services was to observe: . that properly sized pipe and gravel had been used; . that the perimeter drain system had been sloped to discharge to a suitable outfall; and . that the perimeter drain system had been placed at locations recommended in the Geotechnical Engineering Report, Terracon Project No. 25035053. Based upon our on-site observations, the size and placement of the perimeter drain system appeared to be in general accordance with the recommendations contained in the referenced report. The perimeter drain had been sloped to a sump pit for discharge. Thomas M. Me Project En . eer TMM:gr Copies to: Addressee (4) Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide lrerracon September 20, 2004 Consulting Engineers & Scientists Centex Homes 10333 E. Dry Creek Road, Suite 300 Englewood, Colorado 80112 10625 West 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone 303.423.3300 Fax 303.423.3353 www.terracon.com Attn: Linda Smith Re: Foundation Excavation Observations, 4645 Flower Street, Building No.8, Garrison Village Subdivision, Wheat Ridge, Colorado Terracon Project No. 25003590 Terracon was on-site on September 20, 2004, to observe the foundation excavation for the proposed residence to be constructed on the referenced lot. The purpose of these services was to confirm the recommendations for foundation construction as outlined in the Geotechnical Engineering Report, Terracon Project No. 25035053. The soils exposed in the excavation consist of sandy lean clay with gravel, and are similar in engineering characteristics as those described in the referenced report. These materials should be considered expansive. Based upon the characteristics of the soils exposed and upon the recommendations outlined in the referenced report, use of a spread footing foundation system, designed in general accordance with the recommendations contained in the referenced report is recommended for support of the proposed structure. A perimeter drainage system should be constructed around the exterior perimeter of the basement portion of the foundation. Sincerely, TERRACON TMM:jn Copies to: Addressee (4) Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide FINAL ILC 6538 S. RACINE CIRCLE SUITE #110 CENTENNIAL, COLORADO 80111 CUENT: CENTEX HOMES SURVEY: 11 ~29~ DATE: 01/19 05 ADDRESS: ~6~5 FLOWER STREET o 20 40 60 ~ SCALE: I" = 20' FLOWER STREET . +z ~ S= 37.28' ~ ~~, "? L:::::80 . [---- ... .1 PATIO ---. I -- I -, , --- r I I ---_L r ----- I 500'13'22'1 J .~ 10' ESMT 13.7 <> '" CON< ;:: 16'- I 16.5 J.E.QAl. i'i 14629 ~ 1~623 LOT 1, 8LOCK 1, GARRISI'N VILLAGE. --- CITY OF WHEAT RIDGE, COUNTY OF JErFERSON. STATE OF COLORADO '0 -~:- PATIO 291 #4649 I PLANr-3Ai TOF ~5.9 I- ::l: 16.8' Vl w llOl" Vl Vl W U COHC U x <, iii <Ic:S " >- 18.9' ...... ::i ...... => 18.0' PATIO o t<') 29.1 21.0 , " '~643 PLAN r - 38 2.0 (}l Tor ~5.9 w 2 4.0 '" 00 DRIVE 19. ' ...... ::l: Vl W Vl Vl ~\ w u U <1: <Ic:S I >- I ...... i) ::i l- => I I 0 ,.,., f\) w 38 #4645 PLAN r - 3A Tor 45.9 29.1 4.0 e; ~ 2.0 iii " 21.0' CONt PATIO <D .,; <> 13.7 '" .... '" IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED rOR CENTEX HOMES. THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT AND IT IS NOT TO BE RELIED UPON rOR THE ESTABLISHMENT or FENCE, BUILDING. OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PROPERTY ON THIS 19TH DAY OF JA~UARY. 2005. EXCEPT UTILITY CONNECTIONS. ARE ENTIRELY WITHIN THE BOUNDARIES or THE PARCEL. EXCEPT AS SHOWN, THAT THERE ARE NO VISIBLE ENCROACHMENTS ON THE DESCRIBED PREMISES BY ANY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED. AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN or ANY EASEMENT CROSSINC OR BURDENING ANY PART RCEL, EXCEPT AS NOTED. .. ;>:"'<! THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCH TO M:~HIP AND EASEMENTS or RECORO. . <' ..,,, /l ::.l~ ~J. L L 1~'--/ iJ FILE NAME: LlBI.OWG JATE: . ',NUARY 19, 2005 _ ~~::INEDc:~NAGE CERT ~1i~ #110 CENTENNIAL. COLORADO 80111 ~ -- CUENT: CENTEX HOUES SURVEY: 114298 DATE: 01/19/05 ADORESS: 4645 FLOWER STREET o 20 40 60 -- SCALE: 1" = 20' FLOWER . STREET ~ z '" ~OO' 13' L2:1 ,37.28' a '0110 EStotT N. u- . ..4 -----tJ'o ..- ~143.2 I I ----_L I 43.;; PATIO PATIO IO.DZ '5. 29.1 I- :::;; VI ...... I t8.8 I I 12.0Y. 43.~ .=- r 4.0 I D.VE '" I in I 16.8' I ru I IlOlVE I in 43. 5.01- I .. I 1U '" 43.9 I I ...~ I 29.1 #4649 PLAN F - 3A TOF 4S.9 '" '" I I -43.2 #4643 PLAN F - 3B 2.0 ~9 CON< W 4.0 OAIV[~ 19.0'~'\ I DRIVE I '" in I- :::;; VI ...... ru 00 1 VI VI ...... U U <t olj 3B #4645 PLAN F - 3A TOF 45.9 29.1 43.5 PAlm PAllO >- >- .....J I- ::> . . X45.4 HoP. 2.0r. o '" 44.11 I I " I 13.0%4.8 ,...: 44. -=- i'; '0 '" 14629 .LEYAl. LOT 1, BLOCK I, GARRISON VIUAGE, CITY OF WHEAT RIOGE, COl'NTY OF JEFFERSON, STATE OF COLORADO DRAINAGE CERTIFICATION: THE ELEVATIONS AND DRAINAGE PATTERN SHOWN HEREON ARE THE REGISTERED LAND SURVEYOR'S CERTIFIED FINDINGS OF THE FINISHED GROUND GRADES FOR THE ABOVE DESCRIBED PROPERTY. THE ELEVATIONS AS DEPICTED HEREON UAY CHANGE SUBSEQUENT TO THE DATE OF SURVEY DUE TO wAND / OR ARTIFICIAL ACTIONS. Pdlfi~r:~~A L - 15 J9 - FILE NAWE: LIB1.DWG DATE: JANUARY 19, 2005 Date: ~In /OS A Certificate of Occupancy I Completion has been requested for: ADDRESS: 4lo4, Flower S-/:;. PURPOSE OF STRUCTURE:~f\( iJPR Ct -/)...K..-f'f) Building Department Approval: Remarks: &J- Zoning Approval: J,A../vL-- 1- 7.Jl - (f( Remarks: Public Works Approval: / fia ~S' , p;:/ Remarks: /JrA/A-14Cc ('r,;..-<: r /G::J Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: ~ \ S3 INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD 'I , / DATE ISSUED 9-.5 - {J q . OCCUPANCY JOB ADDRESS - ,-~ BUILDING PERMIT NO. t ~'; c:.,. -::> OWNER . (~C>I 7f, CONTRACTOR I TYPE I SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST - INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing <='! - <-"\ -<l '-\ I(~ POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Electrical (Ground Work) Plumbing (Ground WOrk)~ Heating (Ground Work) ~ "-:"'I-<J Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNftD Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation '/'" .." 1/- //-f - {/ "_ji /j 1- ~, .. 'I / : / tt/ ..~./ / /' ( /// Framing Insulation Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame R.OW. & Drainage Fire Department Parking & Landscaping C. tJ 7 ~Tf- o I - <..8:"or 0/- <.8-o~~ C"-~-or 01- ~-os '.O/-,L' 05 /'" ,GlOJtAl CE' n' /'t:.- - q I OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER APPLICA TION FOR CERTIFICA1E OF OCCUPANCY City of Wheat Ridge - Buildi: ,g Division :s::':ZJ~? ~ Address L-"oWl 'F\ on I. \ ,(0 . t- S ~ I9-M:W RESIDENTIAL Single Family Two Family (duplex) s-m:w MUL TI-FAMIL Y /I of units "\- Fire Sprinkled YES 1:0 Fire Alarm YES I NO o NEW COMMERCIAL SO FT (complete informatle i below) Business Name C' >E...N'-c:.~ ~"",,,,,,E:. ~ relephone :~o:~ -~'!k"-C) ~O:t.... Business Type ~ <:> \\r\, "'_ \d u , \. J Use of Space Previous Business Type Previous Use of Space THIS USE WOULD BE DESCRIBED AS: o Newly Constructed Building o Existing Building Pi.... .n,wl( /h. followlna: SUitel8ld~ ~ ~ o Additional Occupant o Change of Use Ohange of Occupant 1. Fire Sprinkled 2, Fire Alann 3. Operations will prOduce dusVwOOd shavings or similar materiais 4. Operations will involve the repair or replacement of automobile parts If YES: Describe the components repaired or replaced. YEi YE NO YE YES Does the operation involve the use of open flame or welding? 5. Is the bUSiness a drinking, dining or assembly use that will have an occupancy of more than 50 persons and/or serves alcohol? 6. Which of the following best describes your operation? Offrce Only Hetaii Sales Warehouse RestauranVT aile Out FOOd MedicaVDental ManufacturingJDislribution (describe process Bnd end product)_ YES~ YESi@) Other !l2IK;; "No buHding or structure shall be USED or OCCUPIED, and no change in the existing occupancy c/assifiction of 8 building or structure or portion fhereof shalf be made until the Codes AdministretorhBs issued 8 certificBle 'of occupancy therefore as provided herein '/ssuance of a certifICate of occupancy shall not be construed 8S an approval of a vbfation of the provisi{J; of this code or of other ordinances of the jurisdiction. . Section 101. Uniform Building Code 19'7 Edition NO TEMPORARY CERTIFlCA IE OF OCCUPANCY WILl BE ISSUED A separate application is required fo~ each tenant finish space and/or building. I HEARBY CERTIFY THAT I HAVE READ AND UNDERSTAND THIS APPLICATION ,NO KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE Of NORK WILL BE COMPLIED WITH WHETHER SPECIFIED OR NOT. ISSUANCE OF A CERTlACATE OF OCCUPANCY SHALL NOT L, CONSTRUED AS AN APPROVAL OF ANY VIOLATIONS OF THE PROVlSIOI;S OF T,HIS C . DE OR OF ANY OTHER ORDINANCES 0, . ]lEQUIREMENTS1lFTHr:-JUR1SIlICIID~. "--"- , V \, 1'11~_^.^^~ / Signature of APPI~," ,,""- '--, ,_, . ." .'v_~, ,>, D'li ZU.l r-t'f llJ ~, _00 . Contact Name:(print) '-,- --\'-;;.,'-,... \2,,\ N N , N <.c, ~ '\ Ph, e: 3 G:~ -4 ~:3 ,l) 0 O' d... City .fWhe.1 Ridge, 7500 W. 20. Ave. Whe.t Ridge, CO 80215 (303) 235-2855 Web 'ite: www.ci.wheatridae.co.us CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPARTM ,NT CERTIFICATE OF OCCUPANCY CHECKLI~T*' The following items must be completed before a Certificate ofaccupan, will be issued. PLANNING DEPARTMENT REOUlREMENTS: I. Compliance with all relevant ordinances, resolutions, variances, app; Ned site plan, etc. 2. Completion of all landscaping per plan andlor Zoning Code. 3. Completion of all parking improvements and driveway connections; 'r plan andlor zoning code. 4. Completion of handicapped parking spaces and signage. 5. Removal of all construction work trailers, materials and debris. 6. Removal of construction debris from neighboring andlor surroundin~ sites. 7. Removal of all construction signs, banners, etc. 8. Separate permits must be obtained for permanent signs with the perm: being approved prior to installation of signs. 9. Separate permits shall be obtained for fences andlor retaining waJ ; exceeding 48" in height, if not indicated on approved plans. PUBLIC WORKS DEPARTMENT: 1. Complian~e with all relevant ordinances, resolutions, variances, speci. I exceptions, etc. 2. Site grading to be completed for positive drainage away from buil ing and if applicable, in compliance with the overall grading plan(s). 3. A Drainage Certification Letter is to be furnished from the engineel of record stating that the paving and drainage improvements have been installed per approved plans and specificatio . 4. If the property is affected by Streetscape requirements, any required 1.1intenance Agreement needs to be signed prior to requesting a certificate of occupancy and any required escrow in Ii, 1 of the construction of such items needs to be paid in fulL 5. If applicable to the site, streetlight requirements per Excel Energy desin location shall be completely installed. 6. If applicable, all City of Wheat Ridge approved surveying documents such as the Final Plat andlor required separate easement instruments must be recorded at the Jefferson County Clerk .od Recorders Office. 7. Removal ano replacement of all damaged public improvements, side". tks, driveways, curb/gutter, etc. 8. Installation of all public improvements, traffic control devices and ignage per plan, zoning code andlor Public Works requirements. FIRE DISTRICT: I. Completion of Fire Department access requirements a. Surface b. Width c. Turning radius d. Fire lanes e. Secondary access 2. Fire hydrants a. Location b. Access 3. Building addresses or numbers are posted, to be plainly visible and .egible from the street or road fronting the property. Said numbers shall contrast with their background and shall be not less than 4 inches in height. . 4. Knox Box is onsite and installed per Fire Department requirements. 5. Fire Sprinklers a. Tested b. Inspected c. Approved with signature on inspection card or letter of approv, from Fire Inspector d. Remotc annunciator installed and located per Fire Department I quirements. CERTIFICATE OF OCCUPANCY CHECI<IIST-P...2 6. Fire Alarms a. Tested b. Inspected c. A pproved with signature on inspection card or letter of app. Jval from Fire Inspector d. Remote annunciator installed and located per Fire Departm. .1t requirements. 7. Exit and egress requirements are completed, i.e. exit signs, emergen y lighting, etc. CITY CLERKS OFFICE: I. The owner or tenant of ANY huildings, offices, apartments or stores etc. must apply for a business license prior to a Certificate of Occupancy being issued. Contact: Dema Brianza. 303- 35-2820. BUILDING mVISION: I. Landscaping complete and sign-off from Planning Department _ \ es _ No 2. COMMERCIAL -- Drainage Certification Letter to Public Works De) Jrtment _ Yes _ No 3. RESIDENTIAL - Improvement Location Certificate with overlot fin" grading indicated _ Yes _ No 4. Completion of all parking improvements. 5. Completion of handicapped parking spaces and signage. 6. Fire alarm andlor sprinkler system to be approved by Fire District. 7. Building addresses andlor numbers are installed. 8. Construction work trailers, materials and debris are removed. 9. Neighboring or slllTounding sites and properties are cleared of all con, ruction debris. 10. Finish gradi:lg to be completed for positive drainage away from bui/di, g. 11. Submit an Improvement Location Certificate to show all structure dil ,ensions, setbacks, easements, finish floor and site drainage elevations. 12. All subcontractors (electrical, plumbing and mechanical) are required', , request and pass their final inspections. 13. Special inspection and engineers letters are to be submitted as require, by Unifonn Building Code, Chapter 17, 1997 Edition. 14. Elevators arc to be inspected and approved by DRCOG State Elevator ..spector. 15. Building addresses or numbers are posted, to be plainly visible anc legible from the street or road fronting the property. Said numbers shall contrast with their background and shall 0., not less than 4 inches in height. 16. Exterior stairs, steps and ramps have guardrails and handrails intact. 17. All driveway, sidewalk and paved surfaces are complete. 18. COMMERCIAL - Certificate of Occupancy Checklist is complete. (see J/tached) 19. RESIDENTIAL - Certificate of Occupancy Checklist is complete. (see .ttached) .. Note: Not all listed items mav be relevant to every Droiect. RESlDt:!'ITlAL - CF;RTIF1CA IT OF OCCUPANCY CHECKl.IST _ POP. 2 GENERAL: lni~ ~_ ~witch and recep~er plates ~ght fixtures installed ~moke detector inslalled, location, AlC power, tested Q./Closet lights, type, style and location per NEC requirements ~drail height and wall returns (34"-38 "from nose qf/read) g..--'Guardrail height and baluster spacing (36" high with balusters spaced, <eh thaJ 0 sphere 4" in diameter cannot pars through) /lj/Environmelllal air duC! registers and diffusers installed -a-\Vindow screens installed ~ess windows meet egress requirements ir')l;throom sinks installed with hot/cold water .g/):ublshowers complete with hot/cold water IOV'Tjje surfaces grouted/sealed and complete ~ater closet installed with proper clearances, shut-off and caulked te floor at base ~aust fan or window sized not Jess than 1/20 the floor area or min,num of 1-1/2 sq ft in size ~ <!i€rreceptacle functioning and located per NEC requirements [lI/'facuzzi tub - o GFCI protection o Aceess location, readily accessible without use of spec; 1 tools or knowledge i:i..-'ffii1pered glazing ~o UD-vented gas appliances shall be instaJJed BASMENT/CRAWLSPACE: ~ ~ _ N{r!t Basement-Finished_ UnfiDished_ Partial_#ofroom, I>>-"" Stair handrail height and wall returns (34 "-38" from nose oj /read 6V'"Underside of basement stairs fire protected if open for storage ~teel beam pockets grouted cv-1;upport columns are plum b and properly secured at floor and at hearre V....smoke detector installed, location, AlC power, tested I\r" Crawl space X. o UndC;llOOr access size (18"x 24") o Support.columns are plumb and properly secured at base ano il beam o Furnace- A Yes _No o Water heater_ Yes J<-No o Com bustion air o GFCI service receptacle (required ifjumace or water heater are. xated in space) o Switched light (required iffumace or water heater are located in. ;ace) o Under floor ventilation o Concrete slab --X-. o Structural wood floor o Under floor access size (I8"x 14") o Under floor ventilation o Under floor clearance (I8" to b(}(tom qfjlocr joist, 11" to bottom (beams) G-Sump pump inS'.alled per plumbing code c-/Sewage ejector installed per plumbing code o-/Floor draiD ~echanical equipment working clearances lJ:V"Mechanical equipment venting complete per code V Pressure relief valve drain terminated between 6"-12" above floor t::l-"'Water beater installed in drain pan if located on wood flooring .. Note: Not aUlb'cd ite",> mav be relevant to every Droiect. CITY OF WHEAT laDGE PLANNING AND DEVELOPMEN'. DEPAR1MENT RESIDENTI-lL CERTIFICATE OF OCCUP ANC\ CHECKLIST" Add~~=U F\o~~r ~ \ ~~~~ SITE: Ini~ C' ~ ~llandscaping 15 completed per zoning regulations. (To be compld., Il1ld appr"".d PRIOR to r<qMemng ojinlli Inspution) . o-/The Public Works Department has inspected public improvements ai j any damage has been repaired. (To be C!!!fJPJeud IVId app",..d PRIOR IIJ "q-, ojinoJ Inspu:tion) iil-'1inprovement Location Certificate (prepared by a Colorado licensed PL ,with spot elevations and drainage arrows to be submitted with certificate of occupancy application (SEE EXAMPLl ' EXTERlOR: Ini~ C--- _ ~ddress posted \Y'Weather tight structure - paint, primed, caulking, etc ~xterior wall penetration sealed ~IJ hose bib to be equipped with vacuum breakers or anti-siphon vah:s 0/ Gas pipe painted IIY"i:;xterior guardrails (36" high) and Itapdrails (34"-38" from nose of treaL; installed llV1':xterior deck - Yes , No ~ cr- Ledger bolts installed (]V"" Exterior light fixtures installed ~Xlerior GFCI receptacles (front & rear exterior doors) GARAGE: Ini~ C .J lY"'G.rage doors in~ ~~~dooro~er-Yes~No___ ~Garage door reversing mechanism installed and functioning ~ire rating of walls and ceiling (two layer on e.illng If framing members a , spac. grcatD'than 16" o. c) ~G.ICI outlet mounted not less than 18" above floor of bottom of box ~yage steps and handrail installed Iil---'Solid core door with closure between house and garage. KITCHEN: Ini~C'" -> _ ~CJ outlets (two circuits minlmwn) IIY" Kiu:hen sink installed with holicold water []V" Garbage disposal Ikl"" Qi.olrwasher properly connected (eliX/rielli, plwnbing) IY'1l.ange hood Date: 9/28/2004 i:l:i " ':1 !:'I i'r i !i Ii II ;i " Ii ":, I', II . 'WEINTRAUB II ORGANIZATION L TD Foundation Compliance lorm CONSTRUCTION SITE ADDRESS: 4647 Flower Street (Blc;. 9) Subdivision: Garrison Village Lot 1 Block 1 BUILDER'S NAME AND PHONE: i " ",i Centex Homes 9250 E. Costilla Avel ue Suite 200 Englewood, CO 80 I 2 (303) 792-9810 1,1 ,. :~ " IlWe hereby state that the following portions of the foundation systen for the above referenced project were constructed in substantial conformance with the foundation plan and specifications designed for this project and the site where it is constructed. i ,I " .' I:'! Ii i !' 9/27/2004 CM SF - Foundati, n Wall Inspection I: 'I Iii,! ,l Date 9/24/2004 Inspector's Initials: CM Inspection Tn J: 4 Plex - Footin.; Inspection ;i i i , Ii 'Ii Ip i'I1 ,~ ,:[i :.1'1\ I" I': :'1 David Chl"ist, P. E. I I I I I I 'I': I 'I i: 6000 EAST EVANS AVENUE. BUILDING 2, SUITE 100 . DENVER, CDLORAD ) 80222 . 13031504-9330 . FAX, (3031 504.9620 EPO GS4647 Lot Soecifics Order No . 26698 '-- ~ 9/24/2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. GOO-03007 Billino GrouP No. 0103 WO#: PO#: , FOOTING INSPECTION: I lnspec 2!: Time of Inspecti, D. LocatIon: Slo' 5:. SubdivisiiJ. Addre ~ Moulder, Chris 12:00pm 1 Lot: 1 Garrison Village 4647 Flower Street (Bldg. 9) O~era\l Results Pass Addl Time 0 NA on Site Hrs. o FiliI (Reinspe~t Req'd) Item #(s) of Failed Item(s) I' III ill I!, I ]1 ill Ii! I i ~ , ., ,I StructFloor: None Model: F-3 Elevation: B Garage: 1 B"s:ementTvpe: Crawl FoundationType: CSF Ch kl' Field Ske ell IlSIJec11011 - ec ist Refe. ta Item Description 1i Fail N/A Comments 1. Condition of Soil 0 0 0 Upper Level... ...... .G.o'\!lP..... .............................. ~~~er. ~~~;.........N/A.......... ............ ................. .............................. 2. ~~~;;~.~.~;~;~; .~~~;~. .....N.. .0.... c:i'''' ...0.... 3. F Dotino F/einfor~inQ D D ~ D 4. Footing Placement [!] 0 0 0 5. Void Form Size.....................ln. 0 D rlJ 0 Placement 0 0 00 0 6. Vertical Dowels 0 00 0 [X\ 7. Other............... . 0 0 0 0 Otnt... .... ......... U U U U Otner... D D D D 8. Desien Bearine Pressures l:JlI D D D Max.~\ .Q.~.PSF Mln.......~..... PSF Comments ~ ,~~.~ D..., \.21" Comments Notes: Reference Number: . . . -~ ~ ~ ~ \ \ j: ; ~ +-+: : . . +--+-~---~~.. ...-!....t..-!....!,....! .. ....I-..!~.+.~.!~..~...-!H.+....iH.-+..-!._..I-..+...+..+....i....~.._.!...?.._.I-.+-+... ::J:::'.~:'.~.\:::'.\::::T::' ...t:....\=:t::t::1::..~\::::..t:..:'.\'.:..:..t..:~.t::t.::t::::\::::t.::'.:\':::t:t.:1:'.:'.\::'.t::J:::: ':::1:::1::1::::1:::::1:::: :::(:::::(:::: ._.{_..t....~....+....i.....~..-!._..~..-!....:(:....: ':::l"::::l::::t::j::::I::::I:::::I:::: .....j.-.T .....j.....j.... .+...;-. ..~.i~..l--+....i.....i +._j'.'+"+_"}M" ....1.....:.-t....1..-.j-.. ...+... ::::t:::t:: ::::t::J::.: :-..L::C.: :::t:1::J:::::t:J: ::t::j::::t:::L:X:::: ::::L'.J:::L.J::::L::' ::J:::: ; i i; i i i i ; ; ; i i ; i i i i ; i i ; ..~:.~..t.. '-"1""'1"" .."I'....f"".. ".':-"i'''":'~''I'''''f' ..t.._,.~..,..._,.....,..... ....,.....,..-.'~...I..~.,..... ......... :::g :~IlJ::I: ~~lJ:I:.:n :l:t:t~t:.t: :oI~:t~tt~:I~:::~ ,. " ,. I I . I , " , " .., I I I :~I:k :~.r~~tt:.Ft:.j:::FJ tIJ::I::::L~~t.-Jl: i: , i! " , . " '[I I:! 'I . . . .. . ::::r::::r.:.. :::f:r.~:.:~~::::Fr1::::El :f=t:=f=l::i:4i*i::T::!:::: :::f:: ., ,,:;,..... r.....r.... ..L..L...!.....f.....I. ..~....I.....~....I.....1 ; i ; . . . . . . . . .. ..... . . . . . . . . . . .. -..,. -::;l:;:i;jJ:::rrt:::T.I:TliIEI:~tjl::'I ~:I:i:~I:E:[I::r: '.I :1 , I; Ii .' :, I, i , I, i: :11 !,iti ,:'1 "'H!'."~"H!'."!"'''!' . . . . . "'~"""""""H"""""_' . , . . . . . , . . ~iJ ~ 5t. (~Lll6'" Weather P 8caulions: " il " :':, i: , I ~~,. " ~~ ,I, '1 r 1'1: I' " "1 hi 'i! 'ii I':i Description of Problem , HD; RUSH ill Ii iiI "'I r~ II ,II r,1 6000 EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, CC -- (303) 504-9933 -- FAX (303) 504-9620 l' COPYRIGHT@ THE WEINTRAUB ORGANIZA' ION, L TD, 1998 'ii ','ii III 'II< Inspect, Time of Inspectic ! LocatIOn: Bloc ..~ Subdivisic 1 Addre, .~ '~ l' iIORGANIZATION, Date 9/27/2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. GOO-03007 Billinq Group No. 0104 woo: PO#: EPO GS4647 I at Soecifics Order No . 26698 FOUND, lTION WALL INSPECTION }I , i. ~ , Moulder, Chris 2:00pm 1 Lot: 1 Garrison Village 4647 Flower Street (Bldg. 9) Overall Results . Pass IAddl Time D NA Ion Site Hrs. o Fail (Reinspect Raq'd) Item #(sl of Failed Item(s) StructFloor: None Model: F-3 Elevation: B Garaqe: 1 B"s:ementTvpe: Crawl FoundationTvpe: CSF I Ii I '1 kl' Field Skat h Commen'b r5(FL.w..J. 77r:p <tS a l1 ro ~ plP-.-. . * ~ '1, :::r o.t1- ~ \ o..d.>>~ 01- e;uu.- ~ f.lN..d ~ i1i..w0 . lI$vedlGI\ C lee- 1st .'.' I , Refer to Item Description , ; Pass Fail N/A Comments .. 1. Foundatian Lavout! 00 D D D 2. Conn..ction to Pi.r(f::~.! 00 0 0 0 3. AliQnment W I Pier IffIDl 00 D D D 4. Counterforts ~ 10 0 @ 0 5. Top g. Bot. Reinforcinu \D [E D LKJ 6. Horiz. I/. V..r1. R..infaroi'lq -1 [E D D D 7. Corner & Intersection Reini i D CEJ D [kJ 8. Windaw Reinforcing iD D aa D 9. Step I Brid'le Reinforcll2.:L-I lZV D 0 0 10. Void Form '0 0 IJtJ 0 Size .... ,.... .... ..In. ID 0 llJ D Placement ( ] D 00 0 11 O~bri" in F ormwork 00 0 D D 12. Rebar Cleanliness 00 D D D 1::1. Rebar Placement 00 0 D 0 14. Holddowns D [Xl D ~ 15. Electrical Ground 0 D IE D 16. Other............... ............. 0 0 D 0 ......,,,.,,.,,.........,,......... D D 0 0 W""'h,,, P...,cil\nil>n$ Comments Notes: HD;RUSH Reference Number: , I, ;I~ 'I! :11 'I' !J 'I' Ii ~ \ ; ~ i-.. .~+; ; ~ t-~-+< i i ; ~ \ : ~ +-+.+'1...t-. ._.f'T-i._.f'-i.... .T~T-r.~i-T~!-r..r...!....!.-r-.T-r-T.T-i...T.T'T..r-r.. 11iili#~tfEcff-i~i :::tt::I::t.t::. '::i::::t:t:::i:::t:t: :::i:::.,:!:..:::I:::!:::t::t. :::J::t:::!::::i::::!:::::L:t .._.~_.,i~.._\._.j.....\.... . ...\.....\.._~~..\._..~."j..~ ....;.....\.....;;...\._..\.....\__ _..~.._\.....\.....\....\....,!....~_.. .-.............-.,.....,.... ...;.....j....;...-;....;....j.... -..;.....;.....;..-;.-..;.....;.... .....;..-j.....).....j....j.....j....i-.. ~::~:~~:::!=L:~~:~: ..::;~:t~L:;::~tj.::. :::~'.::::L:::;..::;::::;:::j~: .:Jj:..:::1~:\:j::::Lt: ._.~_..~.._!._.~..).... 1 , , 1 I , "'" , 1 , , 1 . ..-t~.+..1.-+...1.... ~..~..::~:..:~:::\..:..+:.:~:::. ::1~..::~.~:..~~..~:::t::..r.: ::..~::~:~:.r:~:::r:::\::::1::: .::t:t::i:::t~:.t::: '.t::t:t:::i::::t::t:: ::Lj::.~:i:::f:::t:t :::1::]:::::::1::::1:::::1:::1::: .,.._-..i.'_-....'.f...._..:,:.._-...i..........'.l....... ..+....j..+...j.-+.+.-.j ; ; ; : : : ....~..+..+..+.+..+.+.. . ...I.....I....~.._I.....~...'.....I....J.....I.....I.._,._..,.....1._ _..-'.._,.....:..._1....1....,'....;... :..:~t:.+..i:...L:+...... ! ! ! ! ! ! ! ! ! ! ! !! !!!!:!! :::tt:i::l::.t:.TTI~~:~~~.l~.I~ln.J~: ~I~FIj~.l":rt "-'r.' _..!.; ..-1.:.-.1,'.......,..... ..:.....;...+..-j.-..t...;.....j-..i.....j-..+.-i...+-..j- .-...;..-j.....i.....j....t....j.-.j-.. ; : : : : : . ' : ' . : . . : I : : : : I . ~ 'I .. ........ ..- .-.- ", ," -, . . . . . :-..~..-r-..:.....r...r..T...~.... :::Ei.ii~LI:r::rfrE:f:[J::::I:i:::f:flE[::L:r:[:::[::f:: :.:.:_:~,r,.:_.~.:...~..>,.:...~,i,.:.~_;,>...:.:.:.:;.j.:........ ':.r:.:r.T::r::rr:::C):".:r::r.':;..::J.':T::l:::r:r:::r:::C:I.'::r:r:: ._ _.._ ~ ;::! i : i : i : ; ; ; ; i ! : ; ; ; ; ...":....;...T..T~..r.T'~'1-...!....l....!.."'i.-T...i.-T.r.-r-!...-;...T...~.t.. -i-i'-i'-'i-'iT]=:rtjl1mT~tHj:InIlIl. i' l " :i !~ ~ i Ii I I 'i j': "j ,Ii 'I; " I~ Iii I,~ f~ .I! , , 'J ;,1 ~ bL\ I Tbwe.~ 9, rn ~/V..~ ~.~ riT1AUJ1 [Kl.Ju:l , . ~::::~~kQ;~~) I'; jl] , :11 " ii, ". Description of Problem i I !': I :i1 'I ':[i ,'j ~ I i i ill.' J 6000 EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, CC- (303) 504-9933 -- FAX (303) 504-9620 COPYRIGHT~ THE WEINTRAUB ORGANIZAl ON, LTD, 1998 September 30, 2004 lrerracon Consulting Engineers & Scientists Centex Homes 9250 East Costilla Avenue, Suite 200 Englewood, Colorado 80112 10625 West 1~70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone 303.423.3300 Fax 303.423.3353 www.terracon.com Attn: Ms. Linda Smith Re: Perimeter Drain Construction, 4647 Flower Street, Building 8 Garrison Village Subdivision, Wheat Ridge, Colorado. Terracon Project No. 25003590 Terracon observed perimeter drain construction at the subject site on September 29,2004. The purpose of these services was to observe: . that properly sized pipe and gravel had been used; . that the perimeter drain system had been sloped to discharge to a suitable outfall; and . that the perimeter drain system had been placed at locations recommended in the Geotechnical Engineering Report, Terracon Project No. 25035053. Based upon our on-site observations. the size and placement of the perimeter drain system appeared to be in general accordance with the recommendations contained in the referenced report. The perimeter drain had been sloped to a sump pit for discharge. Thomas M. Mes Project E er TMM:gr Copies to: Addressee (4) Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide lrerracon September 20, 2004 Consulting Engineers & Scientists Centex Homes 10333 E. Dry Creek Road, Suite 300 Englewood, Colorado 80112 10625 West 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone 303.423.3300 Fax 303.423.3353 www.terracon.com Attn: Linda Smith Re: Foundation Excavation Observations, 4647 Flower Street, Building No.8, Garrison Village Subdivision, Wheat Ridge, Colorado Terracon Project No. 25003590 Terracon was on"site on September 20, 2004, to observe the foundation excavation for the proposed residence to be constructed on the referenced lot. The purpose of these services was to confirm the recommendations for foundation construction as outlined in the Geotechnical Engineering Report, Terracon Project No. 25035053. The soils exposed in the excavation consist of sandy lean clay with gravel, and are similar in engineering characteristics as those described in the referenced report. These materials should be considered expansive. Based upon the characteristics of the soils exposed and upon the recommendations outlined in the referenced report, use of a spread footing foundation system, designed in general accordance with the recommendations contained in the referenced report is recommended for support of the proposed structure. A perimeter drainage system should be constructed around the exterior perimeter of the basement portion of the foundation. Sincerely, CON TMM:jn Copies to: Addressee (4) Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide . ~\.p.- FINAL ILC ~J~ s. RACINE CIRCLE ~ SUITE ,!110 CENTENNIAL, COLORADO 80111 S~O'13'22"1 ,S7.28' I cJ '0 10 ESIAT -----~-----~~- . I PA.TlO -~ -- I- ::::E Vl w Vl Vl W U U -<{ GIS CLIENT: "NTEX HONES SURVEY: '14295 DATE: 01/19 05 ADDRESS: 4647 ,LOWER STREET o LO 40 60 - -'..' ",CALE: 1" = 20' ---.--f-.... z FLOWER STREET PAllO 21.0 I (.............. , , , , , 18.8 29.1 29.1 '" e, 14649 14643 2.0 PLAN F - 3A PLAN , - 3B 2.0 . ~ U1 TO, 45.9 t:; ~ coo, W TOF 45.9 4.0 4.0 ii) ro co"' I- ::::E Vl w Vl Vl W U U -<{ >- I- -' I- :::> '" en DR.' 19.0' #4647 PLAN r - 3B TOr 45.9 29.1 \ 14645 PLAN r - 3A TOF 45.9 29.1 .-0Ne I GIS ---. I >- i'ii 21.L-: l- e, ::; I I l- I :::> I I I 0 I t<') I 19.9' I I I IV ro DRIV[ o t<') '", en 18.0' I I WZAl. I LOT I, BLOCK 1, GARRISON VILlAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IIolPROVEIolENT LOCATION CERTIFICATE WAS PREPARED rOR CENTEX HOIolES, THAT IT IS NOT A LAND SURVEY PLAT OR IIolPROVEMENT SURVEY PLAT AND IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE 11olPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS Ocl THE ABOVE DESCRIBED PROPERTY ON THIS 19TH DAY OF JANUARY, 200S. EXCEPT UTILITY CONNECTIONS. ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN. THAT THERE ARE NO VISIBLE ENCROACHMENTS ON THE DESCRIBED PRElollSES BY ANY IIolPROVElolENTS ON ANY ADJOINING PREIolISES. EXCEPT AS INDICATED, AND THAT THERE IS N RENT EVIDENCE OR SIGN OF ANY EASEIolENT CROSSING OR BURDENING ANY PART CEL. EXCEPT AS NOTED. THIS CERTIFICATE DOES NOT CONSTITUTE A TlTi.E AND EASEIolENTS OF RECORD. ~~ ' (1.A DA . .. 1 409 ~ FILE NAlolE: LIB I.DWG DATE: JANUARY 19. 2005 , ~'\~ DRAINAGE CERT 65J8 S. RACINE CIRCLE SLITE '110 CENTENNIAL. COLORADO 80111 0 ~ I- ::::;: (/) w P"""""""""I FLOWER STREET I I 1 43, (/) (/) w U U <( 1 DIUVE 1 I I r tf1VE I L-- ~4645 '" ro 4.0 !J1 i! w 4. 2.0 ~ CONe '4647 PLAN f - 3B TOF 45.9 29.1 PAllO >- I- -' I- :::> 5.0' 43. I . 1 45.6 45. . ~ ~'--- X 44." 5.51. ~J <r- 2.0Z I O' !!i'4 44.1, 11.6% I 1 ,~5.4 , H.P. o t<) 2.0Z. CLIENT: CENTEX HOWES SURVEY: 114299 DAT!:: 01/19 05 ADDRESS: 4647 FLOWER STREET 20 40 SCALE: 1" = 20' L---7 }r-...;.- . N in I I 19.0' I -, I 1 ---l ORIV[ 4.D Ul ~ CONC W ~ _ 43.S 2.0 4.0 9.0r. I 21.0' 1 6J)Y. ~X 4~. )C 44.B 143.8 ~I I Co iii I . .4."x --"- t ...... x 4.01. 144.0 , . I ~'X~i 44.8 144.1 19.9' 1 " 1 r-..: 45.9 ._--. '" b 13,7 C> " 4"'Q ":: ~ LOT 1. BLOCK I, ;ARRISON VILLAGE, CITY OF WHEAT R: )GE, COUNTY OF JEFFERSON, STATE 0" GOLORA,JO 60 1: VI VI w U U <( ~ >- I- ::; I- :::> .0 t<) 43. DRAINAGE CERTIFICATION: THE ELEVATIONS AND DRAINAGE PATTERN SHOWN HEREON ARE THE REGISTERED LAND SURVEYOR'S CERTIFIED FINDINGS OF THE FINISHED GROUND GRADES FOR THE ABOVE DESCRIBED PROPERTY. THE ELEVATIONS AS DEPICTED HEREON WAY CHANGE SUBSEQUENT TO THE DATE OF SURVEY DUE 10 N~ AND I OR ARTIFICIAL ACTIONS. D ~~~~~ FILE NAWE: L181.0WG -'- DATE: JANUARY 19, 2005 :!:::"O E ~ 8-", '" '" '" " 0 > 0 Jii'" 1z 0 N CO~ ~ " <i; ~ ~ s:' "'", 52 ~ .. 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'" E "' ex: = ro~'5 0 ..,. ::> .. '" :r: a. .c .c ~ '" u .... ~.- E x 0 "U 0 .$ (f) Z C) Z M '" ~.. :r: (f) z '" ~ :E c w 0 3: "' .~ a'5 x '" '" u ex: ;:: '" 0 0 > C a. ~ Q) 5 ~ ex: 0 --' ~ .8 '" c;: --' z - .. U 0 <( U 0 ~ i'l",:: f- ~ E l,;:CC U ~ (f) LL- " :em~ w z ex: <( ex: 0 w ~ ~ E 8a>g w '" w :r: " f- a. --' f- ~ .!a~~ Z <( ~ a; 3: z 0 C) ex: Q. .c" '" 0 ex: . 0 >-="0 0 U a. w 0 --' LL- Date: ~ 'LS )ns A Certificate of Occupancy I Completion has been requested for: ADDRESS: ~ .pIn lAMV' S+. PURPOSE OF STRUCTURE:~-plt.V SPR. C I (~'-0 Building Department Approval: Remarks: Zoning Approval: J1,v..., ~ Remarks: I -Z>?-OS- Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: -::=:r\. INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 ORD INSPECTION E tt!U f/;{I) -5 (e-(?/ "C '"? ...., A'C . -,) DATE ISSUED - '-<..-' OCCUPANCY I JOB ADDRESS ~~~ OWNER CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST .u INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing 01-<",,\-0\.01 0lA&- 10 - U-('~' S; . ~ POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work)~€.WA- Heating (Ground Work) ~ (.{.. "lx.1 \0- \'''Y Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIG D / /- ~" Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Framing Insulation Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical 01' <.g'C~ Plumbing c 1- <'8-05- Heating & Ventilation O\-U~ Frame c t - ~IS-C'.s- R.OW. & Drainage i.)/-)e -oj' ,f/L.~/ ,M. JUV.n,Nt. ,..... M....'/ Fire Department , Parking & Landscaping i i OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER APPLICA TION FOR CERTIFICATE OF OCCUPANCY City of Wheat Ridge - Builc ing Division C;;;--~ Date ~~5: j ~ Permit Num r ' 'c') ~ Address ~_ '-\0\'\\" t" S '("' I!3-M:W RESIDENTIAL Single Family Two Family (duplex) s-m:w MUL TI-FAMIL Y # of units ~ Fire Sorinkled YE: f NO Fire Alarm YES f NO o NEW COMMERCIAL SQ FT (complete inf(J{ffJ,on belCNI) Business Name C -'~ N "\ '2. ~ Y>.. ""' N'\. E:. '; Telephone :~ c :~ - "'\ 'd.-.~ _ '1 <:>0 ~ Business Type ~ c IV\. <L. B u.. , \ d Use of Space Previous Business Type Previous Use of Space THIS USE WOULD BE DESCRIBED AS: SUite/BldCB J o Newly Constructed Building o Existing Building PI.... an.wer the follow/no: t Fire Sprinkled 2, Fire Alarm 3, Operations will produce dusVwood shavings or similar materiais 4. Operations will involve the repair or replacement of automobile parts IIYES: Describe the components repaired or replaced. o Additional Occupant o Change of Use . : Change of Occupant YEI YE NO YE 0 YES Does the opera lion involve the use of open "<me or welding? 5. Is the business a drinking, dining or assembly use that will have an OCCtJpancy of more than 50 pelllonS and/or selVes alcohol? 6. Which of the following best describes your operation? OffICe Only Retail Sales Warehouse RestauranUT ake Out Food MedicaVDental ManufacturinglDistribution (describe process end end product)_ . YES<lG) YEs:rW Other ~ Wo building or structure shalf be USED or OCCUPIED, and no chsnge in the existing occupancy class, ..;8tioo 01 a bUilding or structure or portion thereof shafl be maae until the Codes Administratorhss issued 8 certificBfe .of occupancy therefore 8S provided herE- , . "Issuance of B certifICate of occupancy shall not he construed 8S an approval of a violation of the provh ns of this code or of other ordinances of the jurisdiction. . Section fOi, Uniform BuIldIng Cod. 1917 EdItion NO TEMPORARY CERTIFICATE OF OCCUPANCY WD.L BE ISSUEO A separate application is required for each tenant finish space and/or building. I HEARBY CERTIFY THAT I HAVE READ AND UNDERSTAND THIS APPLICATIOI AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE, F WORK WILL BE COMPLIED WITH WHETHER SPECIFIED OR NOT. ISSUANCE OF A CERTIFICATE OF OCCUPANCY SHALL NOT 3E CONSTRUED AS AN APPROVAL OF ANY VIOLATIONS OF_~E~OVlSIO~S OF T,HIS C~DE OR OF ANY OTHE.R ORDINANCES '~QUIR~TSOFT!!-E-.JURISDICIl~. SignatureOfAPPI~~J<=~'L>~:~~_~~~~.., 0 ~ 20 \i4V\~ L / . Contact Name:(prinl)] ...,:...,..... \..~_ _ \. "'" _ _ F. one: 3 a." .q d...3 . 1 C) 0 d.... City alWheat Ridge, 7500 W. 29~ Ave. Wheat Ridge, CO 80215 (303) 235-2855 Wel Site: WWW.cLwheatridae.co.us CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPART] LENT CERTIFICATE OF OCCUPANCY CHECKIIST** The followine items must be comuleted before a Certificate ofDccuu, .cv will be issued. PLANNING DEPARTMENT REQUIREMENTS: I. Compliance with all relevant ordinances, resolutions, variances, al Jroved site plan, etc. 2. Completion of all landscaping per plan and/or Zoning Code. 3. Completion of all parking improvements and driveway connection per plan and/or zoning code. 4. Completion of handicapped parking spaces and signage. 5. Removal of all construction work trailers, materials and debris. 6. Removal of construction debris from neighboring and/or snrronnd; .g sites. 7. Removal of all construction signs, banners, etc. 8. Separate permits must be obtained for permanent signs with the pe. ,nit being approved prior to installation of signs. 9. Separate permits shall be obtained for fences and/or retaining" ,lis exceeding 48" in height, if not indicated on approved plans. PUBLIC WORKS DEPARTMENT: 1. Compliance with all relevant ordinances, resolutions, variances, SP( ~iaJ exceptions, etc. 2. Site grading to be completed for positive drainage away from bl lding and if applicable, in compliance with the overall grading plan(s). 3. A Drainage Certification Letter is to be furnished from the engin,,, of record stating that the paving and drainage improvements have been installed per approved plans and specifica; on. 4. If the property is affected by Streetscape requirements, any requirec Maintenance Agreement needs to be signed prior to requesting a certificate of occupancy and any required escrow in . ieu of the construction of such items needs to be paid in full. . 5. If applicable to the site, streetlight requirements per Excel Energy d, ,ign location shall be completely installed. 6. If applicable, all City of Wheat Ridge approved surveying dOcumeI: .s, such as the Final Plat and/or required separate easement instruments must be recorded at the Jefferson County CleT:. and Recorders Office. 7. Removal and replacement of all damaged public improvements, sid, va!ks, driveways, curb/gutter, etc. 8. Installation of all pnblic improvements, traffic control devices ar. i signage per plan, zoning code and/or Public Warks requirem ents. FIRE DISTRICT: I. Completion of Fire Department access requirements a. Surface b. Width c. Twning radius d. Fire lanes e. Secondary access 2. Fire hydrants a. Location b. Access 3. Building addresses or numbers are posted, to be plainly visible aJ. j legible from the street or road fronting the property. Said numbers shall contrast with their background and shall Je not less than 4 inches in height. 4. Knox Box is onsite and installed per Fire Department requirements. 5. Fire SprinkJers a. Tested b. Inspected c. Approved with signature on inspection card or letter of apprc al from Fire Inspector d. Remote allDUllciator installed and located per Fire Departmen requirements. CERTIF1CATE OF OCCuPANCY CHECKLIST _ Po.. 2 6. Fire Alarms a. Tested b. Inspected c. Approved with signature on inspection card or letter of a; ?roval from Fire Inspector d. Remote annunciator installed and located per Fire Depan ,Jent requirements. 7. Exit and egress requirements are completed, i.e. exit signs, emerg ncy lighting, etc. CITY CLERKS OFFICE: 1. The owner or tenant of ANY buildings, offices, apartments or stor s, etc. mnst apply for a business license prior to a Certificate of Occupancy being issued. Contact: Demo Brianza. 3(, -235-2820. BUILDING DIVISION: I. Landscaping complete and sign-off from Planning Department __ Yes _ No 2. COMMERCIAL -- Drainage Certification Letter to Public Works I 'partment _ Yes _ No 3. RESIDENTIAL - Improvement Location Certificate with overlot f. al grading indicated _ Yes _ No 4. Completion of all parking improvements. 5. Completion of handicapped parking spaces and signage. 6. Fire alarm and/or sprinkler system to be approved by Fire District. 7. Building addre,ses and/or numbers are installed. 8. Construction work trailers, materials and debris are removed. 9. Neighboring or surrounding sites and properties are cleared of all cc.istruction debris. 10. Finish grading 10 be completed for positive drainage away from bui: jng. II. Submit an Improvement Location Certificate to sbow all Structure emensions, setbacks, easements, finisb floor and site drainage elevations. 12. All subcontractors (electrical, plumbing and mechanical) are require to request and pass their final inspections. 13. Special inspection and engineers letters are to be submitted as requi,;d by Uniform Building Code, Chapter 17, 1997 Edition. ]4. Elevators are to be inspected and approved by DRCOG State Elevate. Inspector. ] 5. Building addresses or numbers are posted, to be plainly visible Ld legible from the street or road fronting the property. Said numbers shall contrast with their background and shaJ be not less than 4 inches in height. 16. Exterior stairs, steps and ramps have guardrails and handrails intact. 17. All driveway, sidewalk and paved surfaces are complete. 18. COMMERCIAL - Certificate of Occupancy Checklist is complete. (j e ai/ached) 19. RESIDENTIAL - Certificate of Occupancy Checklist is complete. (Sf: aI/ached) .. Note: Not all listed items may be relevant to every Droiect. RESIDIJ'InAL - CERTIflCA TE OF OCCUP ANn CHECKl.IST _ P... 2 GENERAL; Ini~~ ~ _ ~witch and rccep~er plates g.--Lfght fixtures installed g..-S'moke detector installed, location, AlC power, tested Q/Closet lights, type, style and location per NEC requirements Q/11andrail height and wall returns (34"-38" from nose of tread) """""-Guardrail height and baluster spacing (36" high wilh balusters spac< . such thaI a sphere 4" in diameter cannot pass through) iY"Environmental air duct registers and diffusers installed -e--Window screens installed llV'I;gress windows meet egress requirements Io:Y'Bllthroom sinks installed with bot/cold water .g/' ):lib/showers complete with hot/cold water /iY'Tjle surfaces grouted/sealed and complete s----\Vater closet installed with proper clearances, shut-off and caulkec to floor at base r:v-E.rnaust fan or window sized not less than 1/20 the floor area or m. limum of 1-1/2 sq ft in size I!Y'" Gierreceptacle functioning and located per NEC requirements llV'facuzzi tub - o GFCI protection o Access location, readily accessible without use of sp' iaI tools or knowledge ~pered glazing c--No un-vented gas appliances shall be installed BASMENT/CRAWLSPACE; ~ ~_ i ~ Basement - Finished _ Unfinished _ Partial_ # of rOOl s I>>-'" Stair handrail beight and wall returns (34'".38" from nose of tread IlV""Underside of basement stairs fire protected ifopen for storage o---Steel beam pockets grouted Q./Support columns are plum b and properly secured at floor and at be, n lII"",))moke detector insta1Jed, location, AlC power, tested s-' Crawl space J o UndCr1foOr access size (18"" 24'') o Support columns are plumb and properly secured at base 81 d at beam o Furnace- A Yes _No o Water heater_ Yes l<-No o Combustion air o GFCI service receptacle (required iffumaa or warer hearer a .Iooared in space) o Switched light (required if furnace or warer hearer are loooJed ; ; spa",) o Under floor ventilation o Concrete slab ~ o Structural wood floor o Under floor ~ (18"" 24'') o Under floor ventilation o Under floor clearance (18" ro bOT/om offloar jOisl, 12" 10 bOT/v;' of beams) ~ump pump installed per plumbing code o-/Sewage ejector installed per plumbing code cv'Floor draiD ~echanical equipment working clearances JO.-""'Mecbanical equipment venting complete per code V Pressure relief valve drain tenninated between 6"_12" above floor a--' Water beater installed in drain pan if located on wood flooring ** Note; Not all listed items m.v be relevant to every Droie;:!. CITY OF WBEAT RIDGE PLANNING AND DEVELOPMEI T DEPARTMENT RESIDENT_AL CERTIFICA TE OF OCCUP ANC i CHECKLIST" Add~Lf~ F\o~~, ~ \ ~O--~t1~ SITE: Inj~ C' __. . ~IJandscapmg IS completed per zonmg regulations. (To be comple. ,d tuui "PJ1Toved PRIOR to reqMesting ojinal i1lS~ctum) c./The Public Works Department has inspected public improvements .nd any damage has been repaired. (To be c!!!ppleted tuui opproved ll!l!2E. bJ retpusting 0 finoJ 11IS}'eCtion) g...-fujprovement Location Certificate (prepared by a Colorado liun.sed } .~ with spot elevations and drainage arrows to be submitted with certificate of occupancy application (SEE EXAMP' E) EXTERlOR: Ini~ C-- _ ~ddress posted (;V""Weather tight structure - paint, primed, caulking, etc ~xterior wall penetration sealed ~1I hose bib to be equipped with vacuum breakers or anti-siphon v, ves 0/ Gas pipe painted IIY1;xterior guardrails (36" high) and l\.a)Jdrails (34 "-38 "from nose oftre...i) installed w/Exterior deck - Yes , No ~ !:I- Ledger bolts installed []V" Exterior light fixtures installed &rf'xterior GFCI receptacles (front & rear exterior doors) GARAGE: Ini~ r .J ~age doors ins~ g.---(}arage door opener - Yes ---' No _ lY"'Garage door reversing mechanism installed and functioning YFire rating ofwa1ls and ceiling (two layer on ceiling ilframing member, ..e space greater than 16" o.c.) VGJCI outlet mounted not less than 18" above floor of bottom ofbo, ~yage steps and handrail installed ~olid core door with closure between house and garage. KITCHEN: Ini~ C' -' _ EY'GFCI outlets (two cirrlli/s mini"",,,,) IIY" Kitchen sink installed with hot/cold water IV' Garbage disposal I5l'" Qj>lIwasher properly connected (electrical, plumbing) ~ge hood 'WEINTRAUB iloRGANIZATlON LTD I ,I I, "II' II I I ,I 1'1 o;! ':! Foundation Compliance Form Date: 9/28/2004 CONSTRUCTION SITE ADDRESS: 4649 Flower Street (BIc;. 9) Subdivision: Garrison Village Lot I Block I BUILDER'S NAME AND PHONE: Centex Homes 9250 E. Costilla AVe aue Suite 200 Englewood, CO 80 12 (303) 792-9810 I/We hereby state that the following portions of the foundation systc 1 for the above referenced project were constructed in substantial conformance with the foundation pIa IS and specifications designed for this project and the site where it is constructed. 9/27/2004 Inspector's Initials: CM CM Inspection TY1~: 4 Plex - Footiq~ Inspection 1 Ii 'i Ii " I! Date 9/24/2004 4 Plex - FOUlhation Wall Inspection ~ 1 il; 'I " , I David Christ, P. E. , I: ;, " I 'I'! 6000 EAST EVANS AVENUE. BUilDING 2, SUITE 100 . DENVER, CDlDRAI J 80222 . 13031504.9330 . FAX: 13031 504-9620 I', I; i!'! Date 9/24/2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. 000-03007 BillinQ Group No. 0107 WO#: PO#: EPO G54649 Lot Soecifics Order No : 26699 Inspt ;tor Time of Inspec ,on Location: SI cl<: Subdiviion Ada.~ StructFloor: None Model: F-3 Elevation: A Garaqe: 1 BasementTvpe: Crawl FounaationTvpe: CSF I'h kl' Fiel" Sk .tdl . . . . . . . . .. ........... - . . . . . . - , . "'-r-"r"-r~.t...).. t....r....r-.t._.r..t..Hr....t....r"..r..-\._..r..~r....r...t....t....j.._.t..t._.j_...~...'j'... :~:~C:T:T:J.~:::r ;-...r..j--T-T..'!...T-T.Him.T.-r-.T.-i-T..-i.....!.....i...'1-"T-1-'-i"-I-- ...-\._..~.-\,....\"..,: ~:::::\:~::j:::~~::\:::~::)~:::):::::\~:::~:::\::::~::~:::::\:::::\:::::\:::)::::\:..:~::::j::::;:::::;:::: f--1+-I-i-+ !--+-.t-+-'i++-i-"r-+--i--+-+-+-"!--"!-"'/'-'f-'+-'I-').-+.. :::~f:::t:::El:::r: r.:::r'J:::r::EE~Er:+::I::EIJ::r~F~r:r:rI~r~ :::~:::+::~:::~::::.i:: ;::::l=:~:::~:::i:::~::=~:::~:::i::::+=~:::+::~::::i::::l:::1::::i:::1:::~::~~: IlSIH.ctIOIl - ec 1St Refer ta Item Descriolion Pass Fail NtA Comments 1. Condition of 80il ~ 0 0 0 - Upper Level... ........~t:i9.A.......... ........... ... ... ... ... .................. ............;.;4.............. ........ ............... Lower Level... ................ ................... ............ .. ....... ..."....... .................. 2. F aatinQ Width i Depth Oil D D D 3. Faotinc ReinfDi'~ino 0 0 CiJ 0 4. Foot/na PI.cerr:ant 00 0 D 0 5. Void Form Size............ . In. 0 0 IE 0 ...... Placement 0 0 mJ 0 6. Vertical Dowel" 0 [fJ 0 00 7. Other............ D D D D Other.. D D D D Other.. 0 0 0 0 B. Desian BearinQ "'ressures IE 0 D 0 Max. ;?'tOO9 ....PSF Min. .....~.. ........ PSF Comments _ ...rn \NQt SiJ,.1 ,D""JCL!r, Comments Notes: HD:RUSH , , , , . .,,-)._..:-.._~_..)'''-; . . . . . . . . . . ::J~:IIIJ -..r-f..-j"-."j"....j. .-- - ':::l::::f:::l::::l:::::i' ...-i....r..-i.-.+....\ ..._I._..l.."l._..l....... ::::t::t:t::+:::i'. ...+..+....I.-.i-..j. ::::\:::1:::1:::1::::1: :..::(".:::t:::{..:::(:::t ..."j.,,-+..-j.-.+....) . . . . . ..."..-..-....."..,....,.. . . . . . . . . . . . . . . . ...-..-".-.....- ...-!.....~.,-i.....j....,!. . . . . . . . . . . .."..-.....-,.-........i. . . . . . . . . . . ...".."..-..-............. , , , , , . . . . . , . . . . ...-,.-..-..-.."...-..... ::j:::L:l":::!::.'::l.. it I FOOTING INSPECTIOii 11 'II I .\1 i'l ,I " 'i II ..J Moulaer, Chris 12:00pm 1 Lot: 1 Garrison Village 4849 Flower Street (Blag. 9) O~erall Results . Pass Add" Time DNA on Site Hrs. D Fail (Reinspect Req'd) Item #(s) of Failed Item(s) " , "1 ,il I I] Reference Number: . . , . .. .. . i +--i-+--i .. +-+-; ..; -,-...l ; .!..-i.....!"..1....J-..1...+...+..+..+..,,;.....}...i.....!.....!...:.i.....!..-:i=.r-.j-..r:~F: Y:f:!::T:~j':rI:T'T.:!~f::~Ft.:iIr~!r~I':::I: r I I I j I r I I J !! ..T-.;".T:r..j...::t.... ; .:: :~~:~~:.:f~:i~:~1:::~f.:~:\:::.~~~ ~ r:~~r...'.:..F.::\ .. ""';"-'\-'+-'1"'''>'+'' !.... ""'r-"'("~':~"'(""'1'''''I'''''!' ..!..-i."'.r..-f...."!'....j ... .....;.....(...1'.".;_...[.....;.... .i::: '~:':I:':I:'.i:':.LJ.'I::l: l~:'l:'I:'l.J:J: ::I::'i:.r:.tI.f: t:: =i:::j::=I:::j::t+~I.t~:~t~l.:~t~I.;:~~:t~I~.i'.J: .r.... ....i-..i.._.i~..1.....j.....:.....j.....r..-j."..r....).....j.....).... .....)..-.j....1..".(..).....].... .[J:.I:JJ.TIij~.~.I.::I:.[j.:.. ,':I:.~.'-I:f!.:.j..': ... ~::Fr::r-::r..:t.y.::.:F.~..-l.-..r.!...r:.r-.. ;':::r:=.!~..;::=:t".r...:r. ';i I, ,I ij q l' ~ ., 'j , I I: ,I, , ", ~'''':i i .1 I i I I I I I. I I Iii i 1 ('"T''T'''"j"''' !.~.):::):...r:r..:J:::::r:..:C.'..r"~~r~.i.:..J..:i~::::r~,.:J:.':"i::::r::,!n":r::!:~::i:~:::r:: Weather I recautions: I , I' Ii 'I. ': il 'I! II .'1: li~ I,~ :l( I." "II ,i; 'I' :,! Ii I:! 'II , II I ~ 4649 \~~ SJ Comment _ Description of Problem ;,1 :1 I" Ii' 1\ ij ;"1 'I' ',~ I !,I, AI i, " ii !' 6000 EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, CC -- (303) 504-9933 u FAX (303) 504-9620 COPYRIGHT@ THEWEINTRAUBORGANIZAION, LTD, 1998 j!il Ii FOUNVATION W ALL INSPECTIO~ I I' I , I [I ,I :' lnspe;tor Moulder, Chris Time of Inspecon 2:00pm Date 91Ll 12004 Client Centex Homes Caller Name Jcsu~ Phone (303) 419.9973 Proiect No. GOO-03007 Billino Group No. 0108 WO#: PO#: StructFloor: None Model: F-3 Elevation: A EPO G84649 Lot Soecifics Order No . 26699 Garaoe: 1 BasementTvpe: Crawl FoundationType: CSF Location: 61 cl<: Subdiviion Add ~ss 1 Lot: 1 Garrison Village 4649 Flower Street (Bldg. 9) I I " Overall Results . Pass IAdd1 Time D N.A. Ion Site Hrs. D Fail (RBinspB~t Req'rJ) Item #(5) of Failed Item(s) :1" ('I kl' Fi&ld SkIch ,ii Com ",,,,,t> 11. ,I, ~ rvM.J .l~~ hiP ~ /~^ 1lAA. I'! *'~'t.I-:r~ ~I ~ of- CJW-w- ~~ ~.~. :1 'Iii .':! ;;1;' .1: "I ! Ii! II$~ &C 1011 .I&C 1st ReTerto Item Description Pass Fail NIA Comments 1. Foundation LavouT Ei$] D 0 D 2. Connection to Pier I Ftq) 00 D 0 D 3. AliQnmBnt W I Pier ~ [Xl D D D 4. Counterforts "----" D D rn 0 5. Top g. Bot. Reinforcing D 00 D 00 6. Horil. & Vert. ReinCorcinq [KJ 0 0 0 7. Gomer & Intersection Reinf. 0 00 0 ~ B. Windaw Reinforcinq 0 D LWJ 9. Step I 80dae Reinforcina [EJ D D D 10. Void Form D D r:m D Size........... .In. D D m D Placement D D ID D 11 Dobric in F arrr\\Nork M D D D 12. Rebar Cleanliness CX1 D 0 0 1J. Rebar Placement rn D D D 14. Holddowns D 00 D [Xl 15. Electrical Ground 0 0 rn D 1Ei. Other............... ............. 0 0 0 0 ..................,.. ......"..... 0 D 0 D We<lther P",c""tit>n$ Comments Notes: HD: RUSH Reference Number: . . ,. ..,......,............ -+; ; ;.- --.; ; i +++-+-+-+-+-+-; : ; -r"; ; ; ..+-+..+-+. =~:C"L=CI:. ....::C::C..I:T:=CI:T:::CL:::i=:I~i:::r.:I:..Cl:::!:..:T::CI:TJ::: 1\ \ I I l t: ! 1\ t l \ l t \ t I I I l : I I I ::::~:::r::!:::!:::. :~]::::~:::::~::::f::~::=:~:::!::::!:::'~:::!:::::!::=!'-::r:::.:I:::I::I:=I~:::(::::!::::;:::::(:~:~::: --'j-'T"-j'-'j'" ::::1:. T::::L:~C:CI:::!::::;::. ':~:i:::::j:::i ......._-_.....-:._I:::::r::::c::1::::1::::]::: ~:~r...T,.:::\:~.-\,...... , , "" " I , . . I , ..-..-..-.....-...... ::::i:' i:::l:::l:~i::::t::j::::l::: ::::;:::::~::=;:_..:.....:._.:-.. :::l:::::i:::J:J::::\::::J::: _._.L_..L.._!._.~. ....!.. '.....!._.!...~!._..!...J.._.!_.. ..~!.....!.._!._..!.....!...!... .._!.....,....!....!.....!....~... Iii Iii i Iii Iii i, Iii i i i ! i i ! ....i...;..~i._.i... 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' .....:....L_L..!.....L...L !.._L...:....!....L..L..L. ...:i: I).:t::t::11:ili~g)j::t::tt. {':!":.:.:::'.;::;:';-' ....j. ..\...,.~....;,....\...+...\...~...~....+....~....\._.+....\...j.. ..-\....~....\....\...~\.~.~... .........~.._..-..... ......-..~.._,._...... .._.._......-,.~..... ..-++.~i.-+. ..-.j-...j-..-;.-.i.... ::tT~~=f:' ".'f."f-".i-';'" . - . . . . . . . - . . . . . . . . . . . . . . . . . . . . , . - . . . . . . . . . . . ....;. ..;.....:....i..-J.~..,....;._.J~..~.....I.....'.. -;....I.....l...;~. ,--I.....:..-;...,~...r._.~~.. ~:..:\:.::;:..:::;::..:;::;::::~:::~::::~:::;::~:;::::'.;!:::;'.:::;:::::l:::~::.~:::;..::::;::::t::::\::~\:::~::: ....:...~....!....t...;-..t...:....1-..:....:....!..-:-..:....t'-.:...t.-:.....!....:....r.....:..~!-.. ....1....r....1....r...r...t...r...r..1.....r....\..~r-..r...-r-.\~..t.-r....!...-j....r...t...t. 1llliWtifl ',1 '.111 " I I if ., I' Ii Ii I .,1. i 'i "Ii .-.i~..r..-i.-.i... .._.~-..~.-i._.!... .....~_..~...!._.!... ...~...~.._~_.~.. 4104'1 ~ \--, s-.. IiLr~~~~M~~' ~~~~~) " Descriplion of Problem I; 1 , , 'II '.1': ;1, , , , 6000 EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, C ) -- (303) 504-9933 -- FAX (303) 504-9620 COPYRIGHT@ THE WEINTRAUB ORGANIZ TION, L TO, 1998 I September 30, 2004 lrerracon Consulting Engineers & Scientists Centex Homes 9250 East Costilla Avenue, Suite 200 Englewood, Colorado 80112 10625 West 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone 303.423.3300 Fax 303.423.3353 www.terracon.com Attn: Ms. Linda Smith Re: Perimeter Drain Construction, 4649 Flower Street, Building 8 Garrison Village Subdivision, Wheat Ridge, Colorado. Terracon Project No. 25003590 Terracon observed perimeter drain construction at the subject site on September 29,2004. The purpose of these services was to observe: . that properly sized pipe and gravel had been used; . that the perimeter drain system had been sloped to discharge to a suitable outfall; and . that the perimeter drain system had been placed at locations recommended in the Geotechnical Engineering Report, Terracon Project No. 25035053. Based upon our on-site observations, the size and placement of the perimeter drain system appeared to be in general accordance with the recommendations contained in the referenced report. The perimeter drain had been sloped to a sump pit for discharge. Sincerely, TERRACON TMM:gr Copies to: Addressee (4) Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide lrerracan September 20, 2004 Consulting Engineers & Scientists Centex Homes 10333 E. Dry Creek Road, Suite 300 Englewood, Colorado 80112 10625 West 1-70 Frontage Road North, Suite 3 Wheat Ridge. Colorado 80033 Phone 303.423.3300 Fax 303.423.3353 ~.terracon.com Attn: Linda Smith Re: Foundation Excavation Observations, 4649 Flower Street, Building No.8, Garrison Village Subdivision, Wheat Ridge, Colorado Terracon Project No. 25003590 Terracon was on-site on September 20, 2004, to observe the foundation excavation for the proposed residence to be constructed on the referenced lot. The purpose of these services was to confirm the recommendations for foundation construction as outlined in the Geotechnical Engineering Report, Terracon Project No. 25035053. The soils exposed in the excavation consist of sandy lean clay with gravel, and are similar in engineering characteristics as those described in the referenced report. These materials should be considered expansive. Based upon the characteristics of the soils exposed and upon the recommendations outlined in the referenced report, use of a spread footing foundation system, designed in general accordance with the recommendations contained in the referenced report is recommended for support of the proposed structure. A perimeter drainage system should be constructed around the exterior perimeter of the basement portion of the foundation. Sincerely, TERRACON TMM:jn Copies to: Addressee (4) Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide FINAL ILC 6538 S. RACINE CIRCLE SUITE 1110 CENTENNIAL, COLORAOO 80111 FLOWER ::::::::::::- -- --- 18. ~ :::;: C<JllC Vl ....... r r ""'" (f) I (f) r UJ U DIllY[ U <( dd COMe >- ~ --' rJ ~ d Ii I :::> r , 18.9' 0 I") #,\647 PLAN F - 38 TOF 45.9 29.\ PATIO ~ m 18.0' I I 13.7 C? COY. I r--. CONe I \" 16.5 1 " r -----fi, ~ 14629 :~ ~:: 0 PLAN HA ~ LOT 1, BLOCK 1, GARRISON VILlAGE, CITY OF WHEAT RIOGE. COUNTY OF JEffERSON, STATE OF COLORADO - CUENT, CENTEX HOWES SURVEY: 114296 DATE: 01/19/05 ADDRESS, 4649 FLOWER STREET o - 20 40 60 ~ SCALE: ," = 20' STREET 4 1 ) V.4 .L Sl.~ fiLE NAME: LIe .DWG 4.0 Ul 14645 W PLAN F - 31 2.0 TOF 45.9 i\i <> PAllO COY. CONe 16.5 '4623 PLAN F-1B '2 -: '" ix> - - 21.0 COMe (f) (f) DIm UJ 19.0' u u <( DRIVE dd >- tDNC ~ :::i 21.0' ~ :::> 0 I") , sqO' 13.:.:LL E=:'7.28' I , I C ( 10 ESt.tT -----L_____-r ~_ _--=-::-,. - - - { /-C_.L~-, PATIO. PATIO ---- c'~.1 ~'9.1 i\i #4649 4643 0 PLAN F - 3A PLAN F - 3B J'O ~ TOF 45.9 TO 45.9 W 2 4.0 '" ix> ~ % ~ .n c 13.7 ,..: 19.9' " " ~ 1.0 :i' toNe IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIfY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR CENTEX HOMES, THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT AND IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CE'TIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PROPERTY ON THIS 19TH DAI OF JANU IRY, 200S, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO VISIBLE ENCROACHMENTS ON THE DESCRIBED PREMISES BY ANY IMPROVEMENTS N ANY ADJOINING PREMISES. EXCEPT AS INDICATED, AND THAT THERE IS T EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PA EL. EXCEPT AS NOTED. . THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCH TO "NO EASEMENTS OF RECORD. DATE; JANUARY 19, 2005 ~\~ DRAINAGE CERT ~~ S. RACINE CIRCLE ~ SUITE #110 CENTENNiAl, COLORADO 80111 :::::::::--- ::::- CUENT: CENTEX HOMES SURVEY: 114300 DATE: 01/19/05 AOORE5S: 4649 FLOWER STREET o 20 40 - SCALE: 1" = 20' e +z FLOWER STREET '~ ~~ 10' ESMT - L . ~ 43~X,,? ::::80. J" _0 .!. . 1 ~ - --"6" . 4 3.07. X ~ ,.,.1 29.1 :- -43.9 -, ~ '" 21.0 I -',..., 14643 0 ,,').1 1207. I ~, P N F _ 3B 2.0 ." --"-'-- J43.2 V1 ' Ul u ., T F 45.9 W ~ CONe w 4.0 4:13 $ .1 ;-.:~ :143.2 I I ----_L 1---- .. 43. 10.01. 4' I- ~ V1 W V1 V1 w U U <( 0lS >- I- ::i i= => 43. 18.8 14649 PLAN F - 3A ,~45.9 4.0 ~ 'A ~ (.oJ 4.62.0 14647 PLAN F - 3B TOF 45.9 29.1 CON<: 43. I 5.01. I "\ ~ I 8.0'- t..}o'3.0X c. .9 18.9' ~15S I ",. I Ci . 44.~ 5.57. ~Ix ..... 2.0% I 1 O' 1!!'4 44.11 11.6X 13.7 q I .... I .... 1 13.0%4 8 r..:. 44. 1 -:;- ~ I Il.. In o 0<) PATlD cav. CONe 16.5 #4629 PLAN F-IA UBI.. LOT 1, BLOCK 1, GARRISON VILLAGE. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COIORAOO ru 00 """ 19.0' '" iD DRIYE #4645 PLAN F - 3A TOF 45.9 29.1 4.0 ~ w 2.0 ~ . '" .O--m- 60 ~ V1 V1 W U U <( 0lS >- I- ::i i= => o '" 4 DRAINAGE CERTIFICATION: THE ElEVATIONS AND DRAINAGE PATTERN SHOWN HEREON ARE THE REGISTEREO LAND SURVEYOR'S CERTIFIED FINDINGS OF THE FINISHED GROUNO GRADES FOR THE ABOVE DESCRIBED PROPERTY. THE ELEVATIONS AS OEPICTEO HEREON MAY CHANGE SUBSEQUENT TO THE DATE OF SURVEY DUE TO wAND / OR ;RTlFlCIAL ACTIONS. ,~~~<~ FlU: NAME: L1BI.OWG PATHl CONe I 43.S I '" 21.0' I i:> 6.0"x ~ " 45~ 44.8 143.8 ";,.. ~~ II 45. .... . 44.,\< ..-=-- X x 4.07. 144.0 . I N")( ~ i 44.9 144.1 19.9' I .... I ,....:: <45. 20' I ~ 44.2 i.'i _ I 1.0 ~ X ,_,.4 l,P. 2.0r. em. CONe 16.5 14623 PLAN F-1B DATE: COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: --.ft to 4~ .c:-I 0 IJ~ ~ ~~ Po-\' ~Y\ ::) \)\)'::t5 \"J. \nlJ..}-L t'",\~,\,V"\~ ~~ \,'\'\\~~ 'v"b~lV'\ @ \),). ""~ \'~~ t\dT 'r.l.S -'tQ.\t+ ,.Q Q\c, ~\\.\J~ ~\'>-1--~ \ An \ """~ r".st,..:.s ~,..,..... "",-, I- r.: \0"; ~ "-J~ w'C~ -tLrl ("4) CS- ~ 1"",}..s-t" CJ )c... When corrections have been made, call for re-inspection at 303-234-5933. Date: \ \ - <.. <--0 <:{ ~ Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division Job Address: Lf b t.f c,- ~ I (\ IN-^^-. ~\ s ~~.Xl \\."T - \ 'k+ ~ '"Ii t'9 , \J\\l,,^k ",ut- \~\I",I c~ (') \ l When corrections have been made, call for re-inspection at 303-234-5933. Date:.....ll - '2...<-,,,,q {tY\1 Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address:~,~ ~\()~'" ~~~" ~ \ '(.:::,-U" -~. ~ct N~~ ~ 11 ~\~\.~ ~ ,..d'. ,<.., -\- ~\ ~ ::C-n<.,~\::)\\ ~ () \ \ V\~,/ cry-.", 'Y \ ~\ yy,-\::' '. "" ~ When corrections have been made, call for re-inspection at 303-234-5933. Date: \ \- w,~q ~ Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033. (303-235-2855) Building Permit Number: 17653 Date: 9/3/2004 Property Owner: CENTEX HOMES Property Address: 4643,45,47,49 FLOWER STREET Contractor License No. : 21595 Company: Centex Homes Phone: 303-705-5234 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 792-9810 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 1 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)(CONTRACTOR) SIGNED DATE Construction Value: Permit Fee: Plan Review Fee: Use Tax: $501,870.00 $4,216.31 $100.00 $6,022.44 Total: Use: 0r Description: 4-PLEX BUILDING. 4 UNITS W/ CRAWLSPACE. 4643- F3 B ELEV - FIREPLACE; 4645- F3 A ELEV - NO OPTIONS; 4647- F3 B ELEV - NO OPTIONS; 4649- F3 A ELEV- NO OPTI ~ BUILDING DEPARTME~~~f\Ir.8fIlor .is r~sponsible for loeatln mes and eonstruelirl' \~provcmenttac'f?fding to the approved plan antll1!quIred dcveloplllent sfundards. 8/31/04 The City is not responsibie for inaccurate infommtio ~ubmitted within the plan set and any constrllctian ,~rrors resulting from inaccl1r:.:.t..: inform~tilli1. ~~ Approval: MR Zoning: PRO ~ Approval: CR W/ NOTES ATTACHED ON FIRE RATING/ SEPERATION CHANGE. PLEASE SEE CHECK LISTS. 9/1/04 Approval: SN Occupancy: Walls: Roof: Stories: Electrical License No : 18486 Company : Controlling Systems, Inc. Expiration Date: 4/20/2005 Approval: OK/KS Piumbing License No : 20038 Company :MK Plumbing Co., Inc. Expiration Date: 7/1/2005 Approval: OK/KS Residential Unit . Mechanical License No : 21667 Company: Barrett Heating & A1C Inc. Expiration Date: 6/30/2005 Approval: OK/KS (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Gode 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 are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive pha f the job. (6) The issua rmi e approval wings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the pro~ g c es or ordinance, law, rule or regulation. / . Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 17653 BUILDING INSPECTION LINE. (303-234-5933) Date: 9/3/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: CENTEX HOMES Property Address: 4643/45/47/49 FLOWER STREET Contractor License No. : 21595 Company: Centex Homes Phone: 303-705-5234 Phone: 792-9810 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1IBr..-m Approval: Zoning: SIC: $501,870.00 $4,216.31 $100.00 $6,022.44 $10,338.75 -t" ZJXiX> ff 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 an ea to abide by all conditions printed on this application, and that I assume full rasp nsi i1ity for plian with the Wheat Ridge Building Code (U.B.C.) and all other applicabl h t Rid dinan 5, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE t71s,l?f<!>f Description: {fk~ Use: - BUILDING DEPARTMENT USE ONLY Sq. Ft.: 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 : (4) (5) (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 Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. 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. 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. No work of any manner shall be done that will change the natural flow of water causing a drainage 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 proceediing with successive phases of the job. The issuance ofa ~o~proval of drawings and ~catlbns shall not be construed to be a permit for, nor an approval of, any violation of the provisions of ui ~odes o~ any other ordi ~, rule or regulation. ~- - ~ (1) (2) (3) Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PUBLIC WORKS COMMERCIAUMULTI-FAMILY BUILDING PERMIT APPLICATION REVIEW Date: /3~(!Of Location: 4~4-'3> - 4&;,4-9 f'~\vP'f.E S-r: ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a to be located at the above referenced address. Please note the summary comments below. l.~ 2.~ 3. /' 4.~ 5. ~/' 6.~ 7.~ 8. ./ 9.~ 10. ./' ll.~ 12.~ 13.~ 14.~ /'OK Property Boundary Closure: Drainage: a. Final Drainage Report and Plan required b. Drainage Plan & Certification Letter required c. Lot drainage/grading is to be reviewed by the Building Division d. Site drainage/grading has been reviewed and are: V OK _ Not OK; refer to stipulations NPDES Permit Required: Yes ~o Public Improvements to be completed: a. street paving/patching: Yes b. curb & gutter: Yes c. sidewalk: Yes d. standard street lights: Yes e. pedestrian lights: Yes f. storm sewer: Yes g. letter of credit required: Yes If a letter of credit is required, for what improvements? _ Not OK: refer to stipulations. VNo ~No vNo -.L No ~No LNo ~o N/A- Amount of the letter of credit: $ SIAlPIA required: Development Covenant required: If Yes, for ~/A Yes Yes /No ...-/ No J/A , ./No 0/' No -.JC.. No No No Traffic impact analysis and report required: Yes State Highway Access Permit needed: Yes Street Access Permit required: Yes If yes, was it approved by the Director of Public Works? Yes Does all existing roadway/alley R.O.W. meet the standards of the City: v Yes If not, what is requested: N JA. Has the dedication been received?' t/" Yes No APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Applicatio , subject to the above andlor attached stipulations. 8/~1 164- Signature Date I NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason(s) stated. L 9 ;)...)..o?- . .S. Date Yes 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 (C.O.). A Drainage Certification Letter is required prior to the issuance of the C. O. DEPARTMENT OF PUBLIC WORKS 7500 WEST 29T>l AVENUE WHEAT RIDGE, CO 80033 (303) 235-2861 FAX (303) 235.2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 8/3/ /0+ . . ADDRESS 4G4.3 - 4q Fl.bcIfe12.. 51. 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, :2.. .~~.d '1- - David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 n....'-'...............~~......n..."-'.....................,.. ........"'......"..................."\......0.........'......... KevOl1J4 DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: B hI /C>4 . , Applicant: G"" N T":-X: f-b~ Phone # ?:x::>3> 705 :5Z-:7"t. Location of Construction: 4~4-::;. 4-b4-'?, A-C,47 4b44 F' /'>\,,~~ ~T. , Commercial Building Permit Value: Multi-Family / Purpose of Construction: 4 - P'l-~ Single Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: (For document processing) $100.00 $ IC'.-::o Single Family Residence Review Fee: (For review of applicable technical documents) $50.00 $ 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 $ 100 $ CDOT Access Permit Fee: (for document application and processing) $150.00 $ Traffic Impact Study Review Fee: (For document review and processing) $200.00 $ TOTAL REVIEW FEES (due at time of building permit issuance): $ZCC:>~ PLEASE NOTE TIiA T IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUcnON OF IMPROVEMENTS WITHIN PUBLIC RIGHT -OF- WAY. ~::~:::~~2~_~~c=) Date g. d-. ~. 01 ..-i Rev 6/04 COMMUNITY DEVELOPMENT DEPARTMENT BUlLDING 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: \0 Property Owner: Cen tex Homes Property Address: 4G:>43/4~?/4{A-(I4(:Aq :t{OW'e~e: 303/705-5234 Contractor License No.: 2 1 595 Company: Centex Homes Phone: 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 afWheat Ridge or covenants, easements orrestrictions of record; that all measurements sho'Wll. 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 BUlldmg Code (U B.C) and all other applIcable Wheat Ridge Ordinances, for work under tillS penmt _ \\. (OWNER)(CONTRACTOR)'SlG~ \.~ DA~f--I~ DESCRIPTION:4r;:id2>1-~ -4~ - ~ 41043 - F'3-t~ - Fi~ 4b<\-G - r? - I\lOOP't~s 4\:;>4'1 F'3 ~ - ~~'le>nS 4bl\-q - r3 ~ - No ~s Construction Value:$ PennitFee:$ Lf'2-lIco.? Plan Review Fee:$ I 00.0 Use Tax:$ ~O.;'l~. <./ Total:$ OWNER/CONTRACTOR SIGNA TORE OF UNDERSTANDING AND AGREEMENT ~ ~~-+c,k ~ u.n.pJ"J..v ZONING COMMENTS: Approval: Zoning: \) ~V /\/\)-\ -Ji~ BUlLDING DEPARTMENT USE ONLY SIC: Sq.Ft.: BUILDING COMMINTS: Approval: PUBLIC WORKS COMMENTS: <GtJ l' It /0 t Approval: i'k.-. ~ c~ j,:;sb. Occupancy: Walls: Roof: Stories: Residential Units: ~ 5"2."4 Electrical License No\0~:!l' I ~bing License No: 2 I Cob~ company:~.)~c;company: rr.~ Expiration Date: Approval: Expiration Date: Approval: Mechanical License No: 2.../ CD Co I Company: ~ "t\e"iJ':J Expiration Date: Approval: (1) Thispennit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State ofCoJorado 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 withiD sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permitexpircs, a newpemrit maybe acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans andspeciiications and any suspension or abandonment has not exceeded one (1) year. If changes have been orifsuspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. (4) No work ofanymanncr shall be done that will change the natural flow of water causing a drainage problem. (5) Conlnctor shallnotify the Building Inspectortwenty-four (24) hour.; 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 dra specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the s or any other ,law, rule orregulatior.. lrerracon July 15, 2003 10625 West 1-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 (303) 423-3300 Fax: (303) 423-3353 Centex Homes 9250 East Costilla Avenue, Suite 200 Englewood, Colorado 80112 Attn: Mr. Brad Lenz Re: Geotechnical Engineering Report Building Containing 4 Units @ 4643, 4645, 4647, 4649 Flower Street Garrison Village Wheat Ridge, Colorado Terracon Project No. 25035053 Terracon has completed geotechnical engineering exploration for the proposed residential building to be located at the northeast corner of Garrison Street and West 46th Place in Wheat Ridge, Colorado. The test boring record and results of laboratory testing for the building are attached. The purpose of these services is to provide geotechnical engineering recommendations for design of foundations and other earth connected phases of the project. Based on the properties of the soils present on this and adjacent buildings, Terracon has recommended that the residential building be built on a foundation consisting of spread footings. Slab-on-grade outside crawl space areas may be considered for the interior floor system provided that some floor slab movement can be tolerated. A perimeter drain system should be constructed around the exterior perimeter of the foundation. Site Exploration and Laboratory Testing: The scope of the services performed for this project included site reconnaissance bya field engineer or geologist, a subsurface exploration program, laboratory testing and engineering analysis. One test boring was drilled to a depth of about 20 or 25 feet below existing site grade. The boring was drilled within or near the center of the approximate footprint of the proposed building as located by pacing from property lines and/or existing site features. Elevations were taken at each boring location by interpolation from contours on the Erosion Control Plan prepared by Paragon Engineering Consultants, Inc. The accuracy of boring locations and elevations should only be assumed to the level implied by the methods used. The borings were advanced with a truck-mounted drilling rig, utilizing 4-inch diameter solid stem auger. Groundwater measurements were made in the boring at the time of site exploration and three days after drilling. Arizona. Arkansas. Calitornia . Colorado. Georgia. Idaho. Illinois. Iowa. Kansas. Kentucky. Minnesota. Missouri Montana. Nebraska. Nevada. New Mexico. North Carolina. Oklahoma. Tennessee. Texas. Utah. Wisconsin. Wyoming Consulting Engineers & Scientists Since 1965 www.terracon.com Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 Terracon Exterior footings should be placed a minimum of 36 inches below finished grade for frost protection. Interior footings should bear a minimum of 12 inches below finished grade to develop the recommended bearing pressure. Finished grade is the lowest adjacent grade for perimeter footings and floor level for interior footings. Footings should be proportioned to reduce differential foundation movement. Proportioning on the basis of equal total movement is recommended; however, proportioning to relative constant dead-load pressure will also reduce differential movement between adjacent footings. Total movement resulting from the assumed structural loads is estimated to be on the order of about 1 inch. Differential movement should be on the order of Y, to 'Y.i of the estimated total movement. Additional foundation movements could occur if water from any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during construction. Areas of low density or very loose soils may be encountered at foundation bearing depth. When such conditions exist beneath planned footing areas, the subgrade soils should be removed to a minimum depth of 12 inches and a minimum of 12 inches horizontally beyond the edge of footings. The soils should be replaced as engineered fill, conditioned to near optimum moisture content and compacted. Footings, foundations, and masonry walls should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. The use of joints at openings or other discontinuities in masonry walls is recommended. Foundation excavations should be observed by the geotechnical engineer. If the soil or fill conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Lateral Earth Pressures: For soils above any free water surface, recommended equivalent fluid pressures for unrestrained elements are: . Active: Cohesive soil backfill (on-site clay)......................................................................50 psf/ft Cohesionless soil backfill (on-site sands or imported fill) ....................................40 psf/ft . Passive: Cohesive soil backfill (on-site clay or silts).........................................................250 psf/fl Cohesion less soil backfill (on-site sands or imported fill) ..................................350 psf/fl . Adhesion at base of footings (c1ays).....................................................................500 psf . Coefficient of base friction (sands) ............................................................................0.35 3 Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 T erracon All samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer, and were visually classified in accordance with the Unified Soil Classification System. Selected soil samples were tested for consolidation and/or swell potential, water content, dry density, grain size, plasticity index, and water soluble sulfates. All laboratory tests were performed in general accordance with the applicable local and other accepted standards. Results of laboratory testing on this lot have been attached. The test results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. Geotechnical Considerations: The site appears suitable for the proposed construction. Approximately 1 to 3 feet of fill was encountered in the borings drilled on this and/or surrounding lots. We do not possess any information regarding whether the fill was placed under the observation of a geotechnical engineer. We assume that the fill was placed in conjunction with the existing development. Based upon the relative shallow depths, field penetration resistance values, in-situ dry densities, and the laboratory consolidation test data, it is our opinion that the existing fill can be used for support of foundations, floor slabs-on- grade and pavements, without the need for removal and/or recompaction. Based on the geotechnical engineering analyses, subsurface exploration and laboratory test results, the proposed building can be supported on a spread footing foundation system. Slab- on-grade outside crawl space areas may be considered for the interior floor system, provided that some floor slab movement can be tolerated. The presence of clay layers at the site may lead to areas of perched groundwater after the site development. Perched groundwater could result in damp or wet crawl space conditions. Therefore, to reduce potential water infiltration and resulting perched groundwater conditions that could develop after construction, the drainage recommendations outlined in the "Surface Drainage" section of this report should be followed. We are available to discuss the issues involved with damp or wet crawl spaces, if requested. Detailed design criteria are presented below. Foundation Recommendations: Due to the presence of non- to low expansive encountered at or near the site, spread footing foundations are considered acceptable for support of the proposed building. The footings may be designed for a maximum allowable bearing pressure of 2,000 pounds per square foot (psf) bearing on existing fill, undisturbed soils or engineered fill. The design bearing pressure applies to dead loads plus design load conditions. The design bearing pressure may be increased by one-third when considering total loads that include wind or seismic conditions. 2 Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 T erracon The lateral earth pressures herein do not include any factor of safety and are not applicable for submerged soils/hydrostatic loading. Additional recommendations may be necessary if submerged conditions are to be included in the design. Fill against foundations should be compacted to a minimum of 95 percent of maximum dry density determined by standard Proctor density (ASTM 0698). Compaction of each lift adjacent to walls should be accomplished with hand-operated tampers or other lightweight compactors. Overcompaction may cause excessive lateral earth pressures, which could result in movement. Floor Slab Design and Construction: Laboratory test results indicate that the clay and sand fill soils at the site are non-expansive and exhibit a low consolidation/settlement potential. The native sands are considered to be non- to low expansive. The native clays are considered to be low expansive. The Slab Performance Risk Categories as defined by the Colorado Association of Geotechnical Engineers (CAGE) are outlined below: Slab Performance Representative Percent Swell Representative Percent Swell Risk Category (500 pst Surcharge) (1,000 pst Surcharge) Low o to less than 3 o to less than 2 Moderate 3 to less than 5 2 to less than 4 High 5 to less than 8 4 to less than 6 Very High 8 or more 6 or more Note: The representative percent sweii vaiues presented are not necessariiy measured vaiues; rather. they are a judgement of the swell of the soil and/or bedrock profile likely to infiuence slab performance. According to CAGE recommendations, the use of a slab-on-grade floor system outside crawl space areas is considered acceptable bearing on soils within the Low and Moderate Slab Performance Risk Categories. The soils encountered on this lot are in the Low Slab Performance Risk Category; therefore, the use of a slab-on-grade floor system is considered acceptable for foundation construction on this lot. However, some differential movement ot slab-on-grade floor systems is possible should the soils become elevated in moisture content. Differential slab movement on the order of about 1 inch or more is possible. If no differential movement can be tolerated, the use of a structural floor system will be required. 4 Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 T erracon For structural design of concrete slabs-on-grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on existing or compacted soils at the site. A modulus of 200 pci may be used for floors supported on at least 24 inches of non- to low expansive imported fill meeting the specifications outlined below. Additional floor slab design and construction recommendations are as follows: . Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. . Contraction joints should be provided in slabs to control the location and extent of cracking as recommended by the American Concrete Institute (ACI). . A minimum 1-inch void space should be constructed above, or below, non-bearing partition walls placed on the floor slab. Special framing details should be provided at doorjambs and frames within partition walls to avoid potential distortion. Partition walls should be isolated from suspended ceilings. . Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications. . If moisture sensitive floor coverings are used on interior slabs, consideration should be given to the use of barriers to minimize potential vapor rise through the slab in areas of day soils. . Floor slabs should not be constructed on frozen subgrade. . Other design and construction considerations, as outlined in the ACI Design Manual, Section 302.1 R are recommended. Surface Drainage: Positive drainage should be provided during construction and maintained throughout the life of the proposed project. Infiltration of water into utility or foundation excavations must be prevented during construction. Planters and other surface features, which could retain water in areas adjacent to the building or pavements should be sealed or eliminated. In areas where sidewalks or paving do not immediately adjoin the structure, we recommend that protective slopes be provided with a minimum grade of approximately 5 percent for at least 10 feet from perimeter walls. In addition, due to the clay layers encountered at relatively shallow depths across some portions of the site, it is possible that a perched groundwater condition could develop and enter the crawls paces of the buildings after construction. Therefore, we recommend that a clay cap (a minimum of 18 inches in thickness) be placed around the buildings in order to 5 Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 Terracon reduce surface water infiltration. The source for this material could be the on-site clays. In addition, it is imperative that backfill against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all deleterious material to reduce the possibility of moisture infiltration. Downspouts, roof drains or scuppers should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler systems should not be installed within 5 feet of foundation walls. Landscaped irrigation adjacent to the foundation system should be minimized or eliminated. Exterior Slab Design and Construction: Exterior slabs-on-grade, exterior achitectural features, and utilities founded on, or in backfill may experience some movement due to the volume change of the backfill. Potential movement could be reduced by: . minimizing moisture increases in the backfill. . controlling moisture -density during placement of backfill. . using designs which allow vertical movement between the exterior features and adjoining structural elements. . placing effective control joints on relatively close centers. Corrosion Protection: Results of soluble sulfate testing indicate that ASTM Type I Portland cement is suitable for all concrete on and below grade. However, if there is no, or minimal cost differential, use of ASTM Type II Portland cement is recommended for additional sulfate resistance of construction concrete. Foundation concrete should be designed in accordance with the provisions of the ACI Design Manual, Section 318, Chapter 4. 6 Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 T erracon General Comments: Other design and construction details as outlined in the "Geotechnical Engineering Report, Multi-Family Residential Development, Garrison Village, Garrison Street and West 46'h Place, Wheat Ridge, Colorado", Project No. 25035053, dated March 10, 2003, should be followed. We have appreciated being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, construction observation, design or consulting services, please do not hesitate to contact us. Khadija A. Ngozi, E.!. Staff Engineer jPk/ Sincerely, TERRACON ~fd Attachments Copies to: Addressee (5) 7 M ~ '" ~ " " Z " U ~ '" '" W ~ ~ ~ " M ~ :;: M o ~ N m m w ~ " I W is o LOG OF BORING NO. 9 Page 1 of 1 CLIENT Centex Homes SITE PROJECT Wheat Ridge, Colorado Garrison Village SAMPLES TESTS " --' .s ;; 0 0 "" ~ 00. DESCRIPTION <ll ,: . UJ . --' ::;; .s z:I: 0 '" a: >-' .... -.... :; ~ I >- a: UJ - z Z u." I :::;;_ 2J I ,v) UJ > V) a:UJ Zz Cl. I .... V) <ll UJ 0 S UJ.... OJ OUJ Q)o~ <( Cl. 0 ::;; Cl. 0 0 ....z >- Ua: ;::<I)u"O a: UJ V) OJ >- UJ --' ~8 a:- z.... I U)C:...rn " Approx. Surface Elev.: 5341.5 ft i 0 OJ z .... a: <ll o~ OJ V) ~8c?5~ FILL, SANDY LEAN CLAY, with gravel, - I I 2 dark brown, moist = 5339.5 .. :1 WELL GRADED SAND, fine to coarse - SW 1 RSj NR 15/12 .. grained, with silt and gravel, some cobbles, 1: loose to medium dense. light brown, moist - ""V, .1' - SW 2 RS 12 37/12 1 j: to wet, varies to silty sand 5 _ ,,'v, .i: - ~ I I - I "j" ';' - SW 3 SS 12 42/12 10 _ ,,'v, 4 ( RA .'j.' ::- SW ~ SM 1: - ::1 15i I , :1: I I k -3 I : 20 5321.5 - . . . 20-= - Stopped borin9 at 20 feet ~ 25] i I I I , I I I , , , i I I I , The stratification lines represent the approximate boundary lines between soil and rock types: in.situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, It BORING STARTED 2-19-03 WL ';'10 WD I:! DCI5.5' lrerracon BORING COMPLETED 2-19-03 WL 5[ 11" 2/22/03 RIG CME 55 i FOREMAN MHA WL I APPROVED MEA I JOB # 25035053 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS 4 2 t 1f2 3 6 10 16 30 50 100 200 HYDROMETER 35 6 3 1.5 3L4 3/8 4 8 14 20 40 60 140 I ! I' I f\ I III' 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 , 'II I .. I I "\ I , II I I i i I I ~ , i I' I I ! . Ii I; ! II II I ! !:I i ! I , I I I , I ! I I I III I I ! , II I , , , ! ! , I : II I I ! II: . . , ill , , I I III i I , i ! ! , , , i , I, I I , I I I ,I I I I I , i I , I I , I I I iWi i i , , , . I I , I II t ~ I II I I II i I I 'I , Ii , " , I ! : I I , , II: i,1 III I I , I ,I, I , , I ! I I i ! l , , I I I I , I I '! , I , , II . I 1 !iI' I , I I ilil i I I \ I ! 'Iii II II , , , i I I I I I Ii I ,:, ""I !:I I I !, II i , i I! i I I , I , ! II I I It , ~ II I ,~ I III I I I , i i I Ii , , I I Ii I I Iii II ! I i,l i I I III I ! i I 100 95 90 85 80 75 70 65 f- :r: S! 60 w s: >- 55 CO a: w 50 z u: f- 45 z w ~ 40 w (L 30 25 20 15 10 5 o 100 10 0.01 0.001 v., GRAIN SIZE IN MILLIMETERS COBBLES medium fine SAND SILT OR CLAY Specimen Identification Classification LL . 9 4.0ft WELL-GRADED SAND with SILT and GRA VEL(SW-SM) NP PL PI Cc Cu NP NP 1.53 I 7.88 I I I M ~ Specimen Identification iJ. 9 4.0ft z o u ~ " w ~ D100 19 010 0.102 %Gravel %Sand! %Silt %Clay 15.5 76.5 8.0 D60 0.801 030 0.353 ~ " '" ~ ~ M o ~ N W N in z ~ " I GRAIN SIZE DISTRIBUTION lrerracon Project: Garrison Village Site: Wheat Ridge, Colorado Job #: 25035053 Date 3-4-03 " lrerracon July 15, 2003 10625 West 1-70 Frontage Road North, Suite 3 Wheat Ridge. Colorado 80033 (303) 423-3300 Fax: (303) 423-3353 Centex Homes 9250 East Costilla Avenue, Suite 200 Englewood, Colorado 80112 Attn: Mr. Brad Lenz Re: Geotechnical Engineering Report Building Containing 4 Units @ 4643, 4645, 4647, 4649 Flower Street Garrison Village Wheat Ridge, Colorado Terracon Project No. 25035053 Terracon has completed geotechnical engineering exploration for the proposed residential building to be located at the northeast comer of Garrison Street and West 46th Place in Wheat Ridge, Colorado. The test boring record and results of laboratory testing for the building are attached. The purpose of these services is to provide geotechnical engineering recommendations for design of foundations and other earth connected phases of the project. Based on the properties of the soils present on this and adjacent buildings, Terracon has recommended that the residential building be built on a foundation consisting of spread footings. Slab-on-grade outside crawl space areas may be considered for the interior floor system provided that some floor slab movement can be tolerated. A perimeter drain system should be constructed around the exterior perimeter of the foundation. Site Exploration and Laboratory Testing: The scope of the services performed for this project included site reconnaissance bya field engineer or geologist, a subsurface exploration program, laboratory testing and engineering analysis. One test boring was drilled to a depth of about 20 or 25 feet below existing site grade. The boring was drilled within or near the center of the approximate footprint of the proposed building as located by pacing from property lines and/or existing site features. Elevations were taken at each boring location by interpolation from contours on the Erosion Control Plan prepared by Paragon Engineering Consultants, Inc. The accuracy of boring locations and elevations should only be assumed to the level implied by the methods used. The borings were advanced with a truck-mounted drilling rig, utilizing 4-inch diameter solid stem auger. Groundwater measurements were made in the boring at the time of site exploration and three days after drilling. Arizona. Arkansas. California IE Colorado. Georgia. Idaho. lIlinois . Iowa. Kansas. Kentucky. Minnesota I! Missouri Montana. Nebraska. Nevada. New Mexico. North Carolina. Oklahoma. Tennessee. Texas S Utah. Wisconsin. Wyoming Consulting Engineers & Scientists Since 1965 www.terracon.com Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 T erracon All samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer, and were visually classified in accordance with the Unified Soil Classification System. Selected soil samples were tested for consolidation and/or swell potential, water content, dry density, grain size, plasticity index, and water soluble sulfates. All laboratory tests were performed in general accordance with the applicable local and other accepted standards. Results of laboratory testing on this lot have been attached. The test results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. Geotechnical Considerations: The site appears suitabie for the proposed construction. Approximately 1 to 3 feet of fill was encountered in the borings drilled on this and/or surrounding lots. We do not possess any information regarding whether the fill was placed under the observation of a geotechnical engineer. We assume that the fill was placed in conjunction with the existing development. Based upon the relative shallow depths, field penetration resistance values, in-situ dry densities, and the laboratory consolidation test data, it is our opinion that the existing fill can be used for support of foundations, floor slabs-on- grade and pavements, without the need for removal and/or recompaction. Based on the geotechnical engineering analyses, subsurface exploration and laboratory test results, the proposed building can be supported on a spread footing foundation system. Slab- on-grade outside crawl space areas may be considered for the interior floor system, provided that some floor slab movement can be tolerated. The presence of clay layers at the site may lead to areas of perched groundwater after the site development. Perched groundwater could result in damp or wet crawl space conditions. Therefore, to reduce potential water infiltration and resulting perched groundwater conditions that could develop after construction, the drainage recommendations outlined in the "Surface Drainage" section of this report should be followed. We are available to discuss the issues involved with damp or wet crawl spaces, if requested. Detailed design criteria are presented below. Foundation Recommendations: Due to the presence of non- to low expansive encountered at or near the site, spread footing foundations are considered acceptable for support of the proposed building. The footings may be designed for a maximum allowable bearing pressure of 2,000 pounds per square foot (psf) bearing on existing fill, undisturbed soils or engineered fill. The design bearing pressure applies to dead loads plus design load conditions. The design bearing pressure may be increased by one-third when considering total loads that include wind or seismic conditions. 2 Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 T erracon Exterior footings should be placed a minimum of 36 inches below finished grade for frost protection. Interior footings should bear a minimum of 12 inches below finished grade to develop the recommended bearing pressure. Finished grade is the lowest adjacent grade for perimeter footings and floor level for interior footings. Footings should be proportioned to reduce differential foundation movement. Proportioning on the basis of equal total movement is recommended; however, proportioning to relative ccnstant dead-load pressure will also reduce differential movement between adjacent footings. Total movement resulting from the assumed structural loads is estimated to be on the order of about 1 inch. Differential movement should be on the order of y" to 0/. of the estimated total movement. Additional foundation movements could occur if water from any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during ccnstruction. Areas of low density or very loose soils may be encountered at foundation bearing depth. When such conditions exist beneath planned footing areas, the subgrade soils should be removed to a minimum depth of 12 inches and a minimum of 12 inches horizontally beyond the edge of footings. The soils should be replaced as engineered fill, conditioned to near optimum moisture content and compacted. Footings, foundations, and masonry walls should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. The use of joints at openings or other discontinuities in masonry walls is recommended. Foundation excavations should be observed by the geotechnical engineer. If the soil or fill conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Lateral Earth Pressures: For soils above any free water surface, recommended equivalent fluid pressures for unrestrained elements are: . Active: Cohesive soil backfill (on-site c1ay)......................................................................50 psf/ft Cohesion less soil backfill (on-site sands or imported fill) ....................................40 psf/ft . Passive: Cohesive soil backfill (on-site clay or silts).........................................................250 psflft Cohesionless soil backfill (on-site sands or imported fill) ..................................350 psf/ft . Adhesion at base of footings (clays).....................................................................500 psf . Coefficient of base friction (sands) ............................................................................0.35 3 Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 T erracon The lateral earth pressures herein do not include any factor of safety and are not applicable for submerged soils/hydrostatic loading. Additional recommendations may be necessary if submerged conditions are to be included in the design. Fill against foundations should be compacted to a minimum of 95 percent of maximum dry density determined by standard Proctor density (ASTM D698). Compaction of each lift adjacent to walls should be accomplished with hand-operated tampers or other lightweight compactors. Overcompaction may cause excessive lateral earth pressures, which could result in movement. Floor Slab Design and Construction: Laboratory test results indicate that the clay and sand fill soils at the site are non-expansive and exhibit a low consolidation/settlement potential. The native sands are considered to be non- to low expansive. The native clays are considered to be low expansive. The Slab Performance Risk Categories as defined by the Colorado Association of Geotechnical Engineers (CAGE) are outlined below: Slab Performance Representative Percent Swell Representative Percent Swell Risk Category (500 psf Surcharge) (1,000 psf Surcharge) Low o to less than 3 o to less than 2 Moderate 3 to less than 5 2 to less than 4 High 5 to less than 8 4 to less than 6 Very High 8 or more 6 or more Note: The representative percent swell values presented are not necessarily measured values; rather, they are a judgement of the swell of the soil and/or bedrock profile likely to influence slab performance. According to CAGE recommendations, the use of a slab-on-grade floor system outside crawl space areas is considered acceptable bearing on soils within the Low and Moderate Slab Performance Risk Categories. The soils encountered on this lot are in the Low Slab Performance Risk Category; therefore, the use of a slab-on-grade floor system is considered acceptable for foundation construction on this lot. However, some differential movement of slab-on-grade floor systems is possibie should the soils become elevated in moisture content. Differential slab movement on the order of about 1 inch or more is possible. If no differential movement can be tolerated, the use of a structural floor system will be required. 4 Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 Terracon For structural design of concrete slabs-on-grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on existing or compacted soils at the site. A modulus of 200 pci may be used for floors supported on at least 24 inches of non- to low expansive imported fill meeting the specifications outlined below. Additional floor slab design and construction recommendations are as follows: . Positive separations and/or isolation joints should be provided between slabs and all foundations. columns or utility iines to allow independent movement. . Contraction joints should be provided in slabs to control the location and extent of cracking as recommended by the American Concrete Institute (ACI). . A minimum 1-inch void space should be constructed above, or below, non-bearing partition walls placed on the floor slab. Special framing details should be provided at doorjambs and frames within partition walls to avoid potential distortion. Partition walls should be isolated from suspended ceilings. . Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications. . If moisture sensitive floor coverings are used on interior slabs, consideration should be given to the use of barriers to minimize potential vapor rise through the slab in areas of clay soils. . Floor slabs should not be constructed on frozen subgrade. . Other design and construction considerations, as outlined in the ACI Design Manual, Section 302.1 R are recommended. Surface Drainage: Positive drainage should be provided during construction and maintained throughout the life of the proposed project. Infiltration of water into utility or foundation excavations must be prevented during construction. Planters and other surface features, which could retain water in areas adjacent to the building or pavements should be sealed or eliminated. In areas where sidewalks or paving do not immediately adjoin the structure, we recommend that protective slopes be provided with a minimum grade of approximately 5 percent for at least 10 feet from perimeter walls. In addition, due to the clay layers encountered at relatively shallow depths across some portions of the site, it is possible that a perched groundwater condition could develop and enter the crawlspaces of the buildings after construction. Therefore, we recommend that a clay cap (a minimum of 18 inches in thickness) be placed around the buildings in order to 5 Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 T erracon reduce surface water infiltration. The source for this material could be the on-site clays. In addition, it is imperative that backfill against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all deleterious material to reduce the possibility of moisture infiltration. Downspouts, roof drains or scuppers should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler systems should not be installed within 5 feet of foundation walls. Landscaped irrigation adjacent to the foundation system should be minimized or eliminated. Exterior Slab Design and Construction: Exterior slabs-on-grade, exterior achitectural features, and utilities founded on, or in backfill may experience some movement due to the volume change of the backfill. Potential movement could be reduced by: . minimizing moisture increases in the backfill. . controlling moisture -density during placement of backfill. . using designs which allow vertical movement between the exterior features and adjoining structural elements. . placing effective control joints on relatively close centers. Corrosion Protection: Results of soluble sulfate testing indicate that ASTM Type I Portland cement is suitable for all concrete on and below grade. However, if there is no, or minimal cost differential, use of ASTM Type II Portland cement is recommended for additional sulfate resistance of construction concrete. Foundation concrete should be designed in accordance with the provisions of the ACI Design Manual, Section 318, Chapter 4. 6 Geotechnical Engineering Report Centex Homes Terracon Project No. 25035053 Terracon General Comments: Other design and construction details as outlined in the "Geotechnical Engineering Report, Multi-Family Residential Development, Garrison Village, Garrison Street and West 46'h Place, Wheat Ridge, Colorado", Project No. 25035053, dated March 10,2003, should be followed. We have appreciated being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, construction observation, design or consulting services, please do not hesitate to contact us. Khadija A. Ngozi, E.\. Staff Engineer jt4/ Sincerely, TERRACON ~ft1 Attachments Copies to: Addressee (5) 7 ~ ~ " ~ "- " z o u ~ ~ w ~ LOG OF BORING NO. 9 Page 1 of 1 CLIENT Centex Homes SITE PROJECT Wheat Ridge, Colorado Garrison Village J I SAMPLES TESTS i ~ .s ';;; I 0 0'- ~ 0"- o. DESCRIPTION CD ,,: UJ - --' :2 .s ZI I U '" a: f-' t:: -f- 0 . >- 0: UJ - Z u." r :r: l/) UJ : > l/) O:UJ Z Zz ::::;;-..E" "- CD 0 ;;: UJf- ::J OUJ worn f- l/) UJ 3:Vl't5-o '" "- u :2 "- u 0 f-Z >- Uo: 0: UJ l/) OJ >- UJ -' ~8 0:- Zf- ClJ15:sttl " Approx. Surface Elev.: 5341.5 It 0 ::J Z f- a: to o~ ::JVJ ~U(f)":: , Fill, SANDY lEAN CLAY, with gravel, I :: I I 2 dark brown, moist 5339.5 WELL GRADED SAND, fine to coarse - SW 1 RS NR 15/12 ! 9rained, with silt and gravel, some cobbles, - '"'' I loose to medium dense, light brown, moist to wet, varies to silty sand - SW 2 RS 12 37/12 1 5 j!i - "'VI :: I - = I S!- - SW 3 SS 12 '42/12 , 10 = "'V, 4 RA I SW I I ::1':1 = SM I I ." ., ~ I '.1-.: .'" ' '5~ )iH I =1 I "'1 I "J" ~ I . "1 ::i:: -:l. -' ! I i:: 20 5321.5 - . , .. 20- I - Stopped borin9 at 20 feet :: - I , :::J I I 25~ .. I i I I I I I , The stratification hnes represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. WATER lEVEL OBSERVATIONS, It BORING STARTED 2-19-03 Wl ISZ 10 WD l' DCI5.5' lrerracon BORING COMPLETED 2-19-03 Wl !S!- ~ 2/22/03 RIG CME 55 FOREMAN MHA Wl I APPROVED MEA JOB # 25035053 ~ " ~ Iii ~ o :<0 m m w ~ Q '" ~ o ~ u.s. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS 4 2 1 1/2 3 6 10 16 30 50 00 200 HYDROMETER 5 o 6 3 1.5 314 3/8 4 8 14 20 40 60 1 140 I ,I I I I' f\ I 1 III' I T I 1 I I I II i , I I II ! I -\ I , i i I .1 i ! I i I ! I I I 1 ! I , i I , "f i I , I I I i -.1 , I , , I ~ i i I I I! : , I i 1 i i '! I II ! I ! II i I I: I 1 I I I I I I II I I Iii I I I i , , , I I ill i I I I I Ii ' 1 I I , I i,l I IIII! II i I I i I 1 ' I I 1 i I I Iii I ' ! i I ! , ! I I I , I 1 I I, I I 1 ! I , i I I I. I i I , "I , 1 I I I I I, Ii , I ,Ii I I i ! i I I I il i ! III Ii i I il , i Ii I ! i, I , I \ i , ! I :' I i' \ I i i I I 'I !! I I, I I I, I I ! i I ! I 'II I I , I ' I I I I I' I ,~ \' i I I 'I i I ! II ' I II I ~ ' ! I il. I I I Iii , I ! I II I , I! I ~ ! , I I ! 1 I I ! , ill , i i I II! 1,1 I I I I ,II I i - -- 100 10 u,1 U.Ul 0,001 100 95 90 85 80 75 70 f- 65 I Q 60 LU S >- 55 "' '" ~ 50 u: f- 45 z LU ii 40 LU "- 35 30 25 20 15 10 GRAIN SIZE IN MilLIMETERS COBBLES SAND coarse I medium fine SILTORCLAY Specimen Identification Classification LL . 9 4.0ft WELL-GRADED SAND with SILT and GRAVEL(SW-SM) NP PL PI Cc, Cu NP NP 11.53 7.88 ! I M o ~ Specimen Identification fj. 9 4.0ft z o " ~ ~ w ~ ~ ~ ~ M ~ ~ M ~ N W N 0; Z ~ ~ !" D100 19 D60 0.801 D30 0.353 D10 %Gravel' %Sand! %Silt I %Clay 0.102 15.5 76.5 I 8.0 lrerracon GRAIN SIZE DISTRIBUTION Project: Garrison Village Site: Wheat Ridge, Colorado Job #: 25035053 I Date: 3-4-03 Oi/21/2004 16:01 FAX 303 ii3 8ii6 Ail .c\~. 4~~ ~) "'l! ~200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD. COLORADO 80112 30 60 o KMD ~ CENTEX I4i 001/008 CLIENT: CENTEX HOMES SURVEY: GS4643 DATE: 7/21/04 ADDRESS: 4643 fLOWER STREET PLOT Pl~ 90 . SCALE: 1" = 30' "-J ................. I --.j I-- I I I -----1 I I I I I I ------1, II II II II :~ II II II II II II I...,t' II II II ~ II II II II I '0 o Iii N .... . ... ~ <0 "" , ~ <0 :z II II II II IL I ,---~ iI' f FLOWER STREET f' ,. . --......_- 500"1322 E 37.2 10' ESMT ~~-------~------ -- -- #4625 I- ::E V1 t..J (/) V1 t..J U U <( oilS j': ::; ~ => '0 ~ ~ ~ ~ ",' .~ ~ '" PA1Ill "'" 20." ..ttR 1B.9' <> ":! . 1.4.7' ".. 17.0' M ... " .,> . ~ ~ , S 14.S' M ,,; I'LAN F -3B PLAN F -3A"'2 ll4647 #4645 ~ 2~.OS . 8 ..... ~ 21.0' 19.0' PoliTIC: ..~, ..TEll . p"Im I I I -1'---- --i---- -",. '1 ;::; ~ ~ _.~ '1 --l-- z it r 'J f. '- -... -... "- ,... ~ 1 -... '- '- ~ ",> cl' t- ". ::E V1 1 t..J (/) V1 w U u -.( c:> >l:l 1 >- I- :::J 21.5' i= ~ ::J ~ -=.t N '" 1 13.67 -.... .., II -~---- -----~------------- '0' EASEMENT --------- ----------------s.~ NOO'13'22"W 356.06' GARF~ISON STREET Desmond LEGAL LOT 1. BLOCK 1. GARRISON VILLAGE. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO To:' 1 'VV. l\lar~; L. Linda s. Donna M. Field Mgr. SAN SEWER 07/21/2004 16:01 FAX 303 773 8776 KMD o ~ o . PLOT PLAN 7200 EAST DRY CREEK ROJ~O UNIT 0 204 ENGLEWOOD, COLORADO 80112 30 60 90 SCALE: I" = 10' -=----. LEGAL LOT 1, BLOCK 1, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO '(\(( c-.. CO b;.)' i- -> CENTEX CLIENT: CENTEX HOMES SURVEY: GS4643 DATE: 7/21/04 ADDRESS: 4643 FLOWER STREET '" Desmond P. 'l'o,~' J ',:,;. ~laL:.'" LL.il:'. lJomK~ M., Held Mgr. 1t--- z -,.,._.,~~-~~- ...._~'"..~o.,~... ----- I4J 002/008 Oi/21/2004 16:01 FAX 303 ii3 8ii6 KMD -+ CENTEX I4J 003/008 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 80112 30 60 90 o CLIENT: CENTEX HOMES SURVEY: GS4645 DATE: 7/21/04 ADDRESS: 4645 flOWER STREET PLOT PLAtj - - --- . ~~z = SCALE: 1" '" 30' "-J .........._ I --.j ,-- I I J -----l I I I , , I -----""il 'I II II II :~ II II II II II II I..f I, II 'I I ~ "'I II II I, II I '0 o .n N .... . <t r<) O:l '" . en <Xl :z 'I 'I II II IL I ,---- f-- :::; III .... III III w U C,) -< .lIS >- ..... :::; f= ::> a r<) .. ~ .. ~ /1<' '<7/. ~v . I . FLOWER STREET ~ --- $00'1322 ",' ." 1 #4625 '" "" .... ~ I- :::; ".. -~....- III ~ W Vl .:-' III ,,,TIO UJ 20.9' U "l C,) ~ -< 10.1' ~ 1 >- . I- M . :::; ... ~ 1 f= ." s ~ => 5 I -.... ~ '" ~ 1 IJ.67 ....... .A"" 111.!t' . 14.7' 01" 17,1;1" ".> 14." 0I'~ 1'9.0' ...."" . WA .:-' I I I ::: I ~ -,---- ---1---- fI"'IO ~ q ::II : ~ -~ --~------------ -. - 10"- EAsEWENr - -~----~ - ---- -------- -50 SiDi NOO',3'22"W 356.06' GARR'ISON STREET 5NI S~R Desmon Th,"!W. 1\I",.r; L. Lid"S. Donna M. Field Mgr. LEGAL LOT 1, BLOCK 1. GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY Of JEfFERSON, STATE OF COLORADO 07/21/2004 16:02 FAX 303 773 6776 KMO ~ CENTEX I4i 004/008 PLOT~ CUENT: CENTEX HOMES SURVEY: GS4645 DATE: 7/21/04 ADORESS: 4645 FLOWER STREET o , 7200 EAST DRY CREEK ROtlD UNIT 0 204 ENGLEWOOD. COLORADO 80'112 30 60 90 , SCALE: 1" =: 10' . 4~Z t '0 PAT I[] PATIO '0 bc~' bc~' 0 29,08 29,08 <::) - - #4649 #4643 0J 0J ~ .,...., ~(Y) PLAN F --3A PLAN F-3B 21, ..... I M_ :r: f-. u (Y) M u a.:: - - a.:: 0 \Jl ('0- \Jl D a.. n... 4/ ('o- f'-.. 41 IJJ..--l 'J:) f'-.. ..--l \D "<i (Y) \D a.:: \DLf) I"'--- a.:: - v "<i L_ lL.. - ~ v - <I - ~ ru (,I) L:J CJ y~ L:J ,--l 0 1-- f- f- ~ \Jl ..--l ~I f'-.. ..--l I"---- \D f'- f'-.. \D \Jl "<i a.:: '<t I"---- - <J:) \D <[ (U a.:: - (,I) <I '<t" "<i L:J (,I) (U 0 - ...... L:J u.. u... 0 ,--l f- e] 0 f- 4/ 4/ r f- e-- I M (Y) :r: u u ~ (Y) (Y) a.:: - ~ -,Ln - '-- ~ - 2 PLAN F-3B PLAN F-3AIJJ2 0 #4647~ #4645 <::) - . (U 0J ~ 29,08 29,08 ,--l '0 bc~/ I><~' PA no ~ PATIO ~ '(\<(~ ~ --- ~ - be . ~ ------ i-- 0 0 . . ~ ~ ...... ...... - ,.-... "\ \ .!...EQA\, LOT 1, BLOCK 1. GARRISON VILLAGE. CITY OF WHEAT RIDGE, COUNTY OF JEf'FERSON, STATE OF COLORADO 07/21/2004 16:03 FAX 303 773 8776 KMD -> CENTEX 110_ ~"O\~. PLOT P~ ~ ""II! ~: EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 8Cl112 o 30 60 90 141 007/008 CLIENT: CENTEX HOMES SURVEY: GS4647 DATE: 7/21 04 ADDRESS: 4647 fLOWER STREET SCALE: 1" == 30' . 4~Z "-J .................... I ~~.J ,-- I I I -----, I , I I I I - ---~-jl 'I II II II :.f 'I " I, II 'I II I"r II II II ~ 11 II 'I II I b o .n '" .!'-' ..... ,., Co '" . en co Z II I I I I II IL , ,---- I- ~ Vl .... VI Vl LoJ () () ...c .. 011 .. >- I- ::; i= ::;) Cl ,., .. ~ '" z .. '" - --- ---------~--------- ~. 10' EASEMEMT ------- - ----------------;.~ NOO'13'22 'w 356.06' :< ''''/. . t l>' FLOWER STREET --- SQQ"1322 E 37.2 10' ESMT ......_-------------..... --- #4625 "..' I- :I ~ 1 ..... () ~ 011 >- I- ::; -, i= "" ~ ---. ~'-- .,.. '" --- P"T1D ,.,m ~ ,M' 18.1' o ~ lU' l~r ...' 11.0' ~ ~ ~ .. '" .. 3 I S l.. ~ " ~ . ~ . I S . ~ .. S -. '" ~ 1 IU' ".> ~) 1.... '" 14.1' .,..' '" '" ,,; PLAN F-3B PLAN F-3A.nZ 11462\~8 lt42~~85 ~ 11.0' 21.0' ..,'" ~. poiTra I , I I ~ -'t---- -, --1---- -- ')' " ;:; '" GARRISON STREET .illAl. LOT 1, BLOCK 1. GARRISON VilLAGE. CITY Of WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Desmond P. l'ol!1W. Mark L. Linda S. Donna M. Field Mgr. ~ "- "- "- , {)' ... 1 ~~ 21.S' IJ.G7 -.,.. .. iii SAN SEWER 141008/008 07/21/2004 16:03 FAX 303 773 8776 KMD ., CENTEX PLOT PLAN CLIENT: CENTEX HOMES SURVEY: GS4647 DATE: 7/21 04 ADDRESS: 4647 FLOWER STREET o . 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 80112 30 60 90 SCALE: 1 II = 10' . ,~z l '0 PA no PATIO '0 be?' be?' C) 29,08 29,08 C) - - #4649 #4643 (IJ (IJ -c-l ..----< 2 '(Y) P LAN F-.3A PLAN F-3B (Y)2' -:c I u (Y) (Y) u G: - - IY D In f'. In D 0... 0... 41 f'. f'. 4' <-0' f'. ....... lJl-: '<t (Y) \.D '.D L1l ["-...'.D IY '<t ~ Q! lI- I..J... '<t <I: .q- ["-... ~ <I: --.. \:J - \:J ~~ ~ u.. V) - 0 0 (IJ l- I- f- .-l lJl ....... f'. f'. ....... - Ln ["-... \D f'. f'. <,,() '<t 0:: '<t ["-... - '.D '.D <C (IJ Vl G: - <I: .q- .q- \:J Vl (IJ 0 - - ....-< \:J lI- ll- D ..----< I- D 1 I- 4' l- I (Y) (Y) U IY (Y) (Y) D . . 2,L(l PLAN F-3B N F-3At.n2 C) #4647 645 C) . . (IJ (IJ .-l 29.0~3 29,08 ..----< '0 PATIO PATIO be'" -------- -----../ ~<.;>~ 'Q b< ' ~ -- i- ~ () 0 LEGAL LOT 1, BLOCK 1. GARRISON VILLAGE. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON. STATE OF COLORADO Oi/21/2004 16:02 FAX 303 ii3 8ii6 KMD -> CENTE! IaJ 005/008 7200 EAST DRY CREEK ROAD UNIT 0 204 ENGLEWOOD, COLORADO 80112 W 60 ~ o CLIENT: CENTEX HOMES SURVEY: G54649 DATE: 7/21 04 ADDRESS: 4649 FLOWER STREET PLOT PLA~ · 1~ z SCALE: 1" = 3D' "-J ............ I .........j ,.... I I I ------1 I I I I I I -------jl II II II II :~ II II II II II I I I..t' II ~ I I ,!.J II ~ ~, 00 ..., 11 &> I I ~ I I 'I I o o .0 N II II II I I IL I ,---- ~ .., I. . .. . .FLOWER STREET -......._- SOO'1 22 E 37.2 10' .StolT -~--_......_~-------- .... - .... .... .... #4625 >>' ",,' ,... ::Ii Vl w ..' . ,... ::Ii Vl w Vl Vl .... U U ~ "IS >- !::: g "" ::l Vl III w u u <( .ill >- ,... ::J >= ::l ~~ .............,.,. 1 ZO.s' . IlLS' . 14.7' "" 17.0' olo' 1$.7' ",' li,O' b I<l ~ .. z ill "., ...,j- N .... 1&,,1' 1 13.67 ~ '" 1.1,0' -... 19.0' "! !l! .."" .,...' ---~ , t>' . 'illflO ,.,~ I I I " I '" -,---- --1---- - ':b-' '" l!l " _Ii " 'b iil ------~--------~~--------- 10' EASEMENT ------- - ----------------5'5101 NOO'13'22"W 356.06' GARRISON STREET SAN SEWER LEGAL LOTi, BLOCK 1, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE or COLORADO Desmond P. To("lW. l\lr~~t: 'L. I.-Ir ~':, ~}. Dor,,,,,M. Field 1I1gr. 07/21/2004 16:02 FAX 303 773 8776 KMD ~ CENTEX IilI 006/008 PLOT PLAN CLIENT: CENT EX HOMES SURVEY: GS4649 DATE: 7/21/04 ADDRESS: 4649 FLOWER STREET o 7200 EAST DRY CREEK ROAD UNIT 0 204 ENGLEWOOD, COLORADO 80112 30 60 90 , SCALE: 1" = 10' . ~[ Z -: b<~ PATIO ~ PATIO '0 b<~' 0 29.0~3 ~,O8 C) . - #4649 ** 643 (1j (1J .-i .-i 21M PLAN F-3A PLA F-3B M2 I X I u M M u ~ - . ~ CJ lJ) ,...... If) CJ 0.. 0.. 41 ,...... ,...... 41 '.0 ,...... --' lJ).-I '<t M - \!) '.0 ~ '.0 If) r---.. ..q- ~ lL.. w.. '<t <I: '<t r---.. - - <I: L:J C\J (/) L:J 0 :j::j:: lL.. (/) - - C\J .-i 0 I- 0 0 - l- I- .-i 1Jl ...... i"- /~ .-I lJ) ,...... a:: \D r---.. \D 'd" a:: <I: . <! '" L:J (/) (lJ L:J lL.. lL.. 0 .-i I- -~ 0 I- 41 41 ----- l- X M M I U u M M a:: a:: CJ CJ - - -- 2).0 PLAN F-3Alf)2 PLAN ~~ -3B C) #4647 #4645 C) - - (\j (lJ .-i 29,08 29,08 .-i ~ ~ be?' PATIO PATIO bc~' -==--- '(\<:(e,.. ~ ~J' +- o ~ o . ..- ~ ....... ~ .-. ..- .lliAl. LOT 1, 6LOCK 1. GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON. STATE OF COLORADO cI'; ~ ~ ,= -<'-I -0 IN &3 Q RECEPTION NO. F J.€.3~;8E.2 12/20/2002 8:48:06 PG: 001-002 PAGE FEE: 11.00 DOC.FEE: 35.36 RECORDED IH JEFFERSOH COUHTY, COLORADO WARRANTY DEED TillS DEED, Made Uli, 19 th day of December I 2002, hetYi'j'en 1<' orence Pedota Pedota and John S. pedota and pasqualena oflhe County of Jefferson grantor, and Centex Homes, and State of Colorado a Nevada general partnership whose legal address is 9250 East Costilla Avenue #:200, Englewood, Colorado 80112 of the County of Jefferson and State of Colorado . grantee: WITNESSETI\, That llie grantor, for and in consideration of the 'urn of NINE HUNDRED FIFTY THREE THOUSAND SIX HUNDRED AND NO/100-------------_________________________________ ------------------------------------------------------DOLLARS, ($953, 600 ,00 ), the receipt and sufficiency of which ill hereby acknowledged. has granted, bargained, sold and conveyed, and by these presents does gnmt. bru'gain, sell, convey and confinn, unto the b'Hmtee. his heirs and assigns forever, all the real property together willi improvements, if any, situate, lying and being in the County of Jefferson ,and State of Colorado, desclihed as follows: See Exhibit "A" attached hereto and incorporated herein, \",y k'~6s5to(lpJ FIRST AMERICAN ~"'1~ ~ 2-d =< - . HERITAGE TITLE also known by street ami number as 80033 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents. issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law OJ' equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO lIA VE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, his heirs and assigns forever. And the grantor, for himself. his heirs fmd personal representatives, does covenant, grant, bargain and agree to and with the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect. absolute and indefeasible estate of inheritance, in law, :in fee simple, and ha.<; good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and fonn as aforesaid, and that the same are free and clear from all fanner and other grants, bargains, sales, liens, taxes, assessments, encumbrances and resttictions of whatever kind or nature soever, except for taxes for the current year, a lien but not yet due and payable, and those spedfic Exceptions described by refercnce to recorded document~ as reflectcd in the Title Documents accepted by Buyer in accordance with section 8u (Title Review], of the contract dated September 22, 2000 , between the parties. 111e gnUltor shall and will WARRANT AND FOREVER DEFEND the above.bargained premises in the quiet and peaceable posses- sion of the grantee, his heirs and assigns, against all [md every person or persons lawfully claiming the whole or any part thereof. 111e singular number shall include the plural, the pllll'ullhe singular, and the use of :my gender shall be applicable to all genders. IN \VITNESS \VHEIUt:OF, the grantor ha.. executed this deed on the date set f0l1h above. Fl~rence pedo~ BYi, J 4690 North Garrison Street, Wheat Ridge, Colorado attorney-in-fact ~- ~,) ~ . ~~"_ m,,~ Pas . ena Pedota ( \ \...J &/~ STATEOP COLORADO COUNTY OF 68- N \16L The foregoing instrwnent was acknowledged before me this 19 th day of pasqualena Pe and,John S. Pedota, individually, fact for Flor c'Gl Ot'1i''''.'C_''".c;.'_ ___ IAN p, GO'::P.PEY rVly COlllmission expires: ,NO r/\f1Y PUBLIC; - S fATE OF COLORADO My Comm' , ISSIOfJ hoires 6110/03- ) )" ) December ,2002 hy and as attorney-in- WARRANTY nEEI} (for Photngrllphic Record) (N"SUMP\o\'Dl ) ffi' and 0 IClal seal. / Notary Public File It KC35560BOO LEGAL DESCRIPTION EXHIBIT "A" LOT 1 IN BLOCK I, AND LOT 1 IN BLOCK 2, GARRISON VILLAGE, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 18, 2002 AT RECEPTION NO. F163367, COUNTY OF JEFFERSON, STATE OF COLORADO. ;;v ....J --1 <{ (t w > a ~ r- 1 ~ ~ 121~2" OVERALL 61-0" 121-011 51-e B/411 811 231-4 1/211 51-8 3/411 811 12'-011 6'-011 2' 411 1'-811 1(~1I-8" 81-411 8'-4" 2'-411 t ff\ N 1 N I \ ~ T.0.5.= 1001-e 5/411 ~~~'.: :~',::Y4" ~~Fic~ e" THK.. FND. HALL5j L ILL ~ r<E:INF. Wl2.... "4 TOP . ril~ T.OtH.. qql-e 1/4t-. ~ T,O,H,:w: '1"1-1; 1/4" It BOT EXTEND REBAR ~ II ~ V B.O.F.:: q51-4" V \J B.O.F.= Gt51-411 ~ ~I J TYP.o T ~D-I '~II HIDE INTO 6SMNT ~LL ell H. ..1.0 E~.l~D-1 GAt"')AG_t::~ ~-TURNDOY\!~ AND HOOK 1211 MI N. ~TURNROYiN""'; tv I"'V'"'\ '1: ".. I CI""llIQ. .......1 1 c::. \ .1... ~ T ill 'l" ,5 1/:.211 1:2.... ~T.O,6,.1 'let -..5 11:211 ",I. ... 1 SLAB 1"':' ~~~~;.IT~~p~4>> ~MT. I\~'~r---~~~H 3~ 'L '-pr B.O~'.: ~~,=~Y2" \ '~j," ~1~~'.: ~~. ,=~Y211\J ~ ~ ~ ------Jf~., I ,- ~ I;. [1 ~ - - - - -\ - - ~ f- - - - - - - -\ - _ (~ I 1 , I/"~" ~y ~:~L I ~ I . )-' , I -=--. .:::=--.-r--- I. I _- ~:=--=t= I....!. ,.~(" I ,.. I :13 STEp---./' I \1 - - t - - - - - T1 i\- - - - - -t- - - ~ / f"''--STEP I ~ l ~ -- ~ PAC~ - - - - V T.o.H. ~ 'j I J II ToO.H~ , .---!- .. /. I ; }- I ;\ CONC. ~E:':~~J-O.H. I I ~E:f~~~JoON CONC. ' I -f i I. ----- I I -1 - - - - - -o-l L I I ~J HAUNCH ~ T.O.Y"i.= 1001-011 T.O.H.= IOOI-O"~ HAUNGH L J' ~~ -- -- - - - - - d) 1 - ~ -+ I 'P' BoO.F.= CJ5'-4" I I BoO.F.= CJ5'-4" V 1 + ~ - IY" I I ~ ToO.H.= 100'-0" ~::::::r . ., ,~.O.H.= IOOI-OIl~ I I ~ T.O.~.= I~OI-OIl ,;" \.... 1,r'J.I "'-. T.O.H.= IOO.I-OII~ I 'P'B.O...F.= '15'-4" L_ - -.. .-. t n B.O.F.= QSI-411 V 'P'B.O.F.= '151-411 I -+ - - - _rr- B.O.F.= QSI-4" V I 11'-4" b'-O" (Je" T.O.H.: 100'-0"~ I I e"f"~ I \ 61-0" 11'-4" , I / I I B.O.F.= GtSI-4t1 V ~ T.O.W.:: 1001-011 I t I I I 'P' B.O.F.= CJ5'-4" I I I 1=0l=cCH I Ii, I I I I L J 5'~~H~~~g~~G~~;B 'I I I Ul\lEXCAYAiEO I I Ul\lEXCAYAiEO I I <? FILL REINF. W #4 BAR~ 6~ ~~~~l6~E~~~L. 6~ ~~~~l6~E~~~L. I "\f @ 18" D.C. CENTERED I 1 I' 1 IN SLAB EACH HAY. I I I I I IIII , I I 111.1 . II I I II I I ,I II! 1 I I I Ii/I I Ii' 111[11 I I I II : : III'1 : : I I ,\. III I I I ,l' I II ,II I il I III ~I BEAM POGK;ET ,I ill, _, " BEAM POCKET~' II III" L' I ~~~~~: ~~'4S''''' I II Iii! I / ~..~..~:: ~~~~? ~ I II'!I'II I I, - - - - - - - -V,i)L- - - - - - - - - ---.J IIII I I " . I ~ ToO.l^l.= loo'-e" / - - - - - - - - - - I I r - - - - - - - - - ~ T.O.H.= 100'-0"~ 161-811 ~ B.O.F.= '151-411 121-411 1011+ I I I 121-411 B.O.F.= QSI-4" V I i II I #4636 F6~~;~6 #4638 CI::(AW!... ~~ACE ~_.". F 36 F 3A Ie" MIN. DEPTH TO UNTREATED. WD. - GJ'= ^TlO - _ PROVIDE VENTILATION PER CODE. _I ~ t.) 4" CONGRETE SLAB I ~ )- ON COMPACTED FILL. I ToO.W.= 100'-0"~ (3 \...;ryp.4>> INT. ~ ~ ~ ~ ~ T.o.H.~ IO<;"-?," " I i ~ I~ B.O.F.:: '151-411 V \CD-"SEPA.RATION =- () -J,.... \~B.O.F.- q5-4 .~ .,' .. '. ....,...,:..'. TYP. @ ~. ,. '~HALL I [2 @ ~ 9.. II Y--(b~~ HAUNCH! {A,\ - - - - ~ - -- -- ..- -- ~~- -C.- - ~.- - - - -/-"- - )VL -'-- ~ i -n ;:";;T. - -;1 ~ - - - - - - - -- - - - -'~- - ~( - - - - - - -=- ~ r - - - ~-t7~I~ ~ T.O.H.= 100'-0" / I I ~ T.O.H.= IOO'-O"~ 9 _' " /' II I I ~ \J 6 0 F - QSI-411 ., II .." ~ T.O.Yi.- 100 -0 /' I I - r ...-. I' BoO.F.:: 't5 -4 T'l'B.O.F.= 't5'-4" I' I T.O.H.= CJCJ'-4" ..-. f:'~~D~~~j ~::~E~! WD. #4634 I I #463 2 C~AW1- &F'ACE 1'_4" F~OTIN6T\ J II B.O.F.= QSI-41l V PROVIDE VENTILATION PER CODE. F 3A 18" MIN. DEPTH TO UNTREATED HD. - ~ .. ~:=. - I I I F - 3 B PROVIDE VENTILATION PER CODE. ~ I J - - 1 --t ~\ TB.O.O'Y'J.F..: ~5~',:t~\?" ~ ToO.H.::: 100'-0" I III T.O.H.= IOO'-O"~ T.O.V'4.::: 100'-0"~ () I H -r -I ~ T.O.s.= CJCJ'-8" A ~ 'P'BoO.F.= CJ5'-4" \10,,1 I / B.O.F.= Gt51-411 V / B.O.F.= CJ5'-4" V ~, I ~f~GH V 16'-8" '-4" '\ I 1 I 12'-4" L 16'-8" 8',..~ I (TYP. 4>> 4) - j------- --~ y----------~ i , III I 1- - -- I I I TYP. 0 ,------ -, ,--------, I,:: I 0==' ~~~ET : J.r- BEAM POCKET I I BEAM POCKET ~ I 1\ I 1 I-a\ t I I I I ~ I _ L _ _l WI~~ 2,RgPPED .. _ : hi I 'GD-Jr ,I, II '1-1 ~ I I I' II-BEAM I I I I I I I I POCKET I I I UNEXCAYAiEO I I Ul\lEXCAYAiEO I I I, ,Cfb~~ _ J/~ ~:~:~:: :;:=::: ~ I 4" CONCRETE SLAB 4" CONCR.ETE SLAB I - I I ON COMPACTED FILL I I ON COMPACTED FILL I ~ I...... .....-: t , I I I I r - - ~--8" THK. FND. HALLS; 1 L U REINF. VW2- #4 TOP 4 1=0 I=c CH I I I , I 1=~)I=cCH (~'. 0 BOT EXTEND REBAR <? 5" THICK CONC. SLAB I I 5" THICK CONG. SLAB f I INTO BSMNT HALL 't ON UNCOMPACTED I I I I ON UNGOMPACTED '\I r N AND HOOK 12" MIN. r l FILL REINF. W #4 BAR:;J I I I FIJ L REINF=. HI **4 BARS - I l POUR V'tALLS , I 4>> 18" a.c. CENTERED I I I @ 18" o.c. CENTERED I MONOLITHIC HI BSMT. IN SLAB EACH ~Y. I I N SLAB EACH HAY. I HALLS. (TYP. @ 3) I ToO.H.= 100'-0"~ I I ~ T.O.H.= 100'-0" I . I I 111-411 ~ . 61-01 ,'_ I "y811 B.O.F.= GJ51-411 V 'P'B.O.F.= q51-4" ~IJ.!-:\ I 1-011 ~.I11-411 I I I I ~ .- H~c='~~.l- \ __ J I I I I L --I-+.~f~~GH f I \ I I I I TYP. @ ~D)-I}= -'1M · " ToO.H.= 100'-0" ~ I I ~ ToO.H.::: 100'-0" " I; - - -rt'-- TYP. :\"CD-I} I 1 CRA~L "./ () U Ll ,L- I B.O.F.= '15'-4" V I I "r B.O.F.= '151-411 I () CRAH,!:- ~/ T.O.H.:: 100'-0" I I L - - ~PACE_ - -~ I - I I~ \ ~ T.O.H.= 1001-011 T.O.W.= IOO'-O"~ r 1 ~ ~ l K- - ~~ACE - - - - --.J I BoO.F.= CJ5'-4" V ----+ · ~ a I ~ J I I ~BoO.F.= CJ5'-4" \~ I / B.O.F.= CJ5'-4" V I I ~ J I. . ~ ~ -...L:-J ~ r DEPRESS ToO.H. I / DEPRESS ToO.H. l /' .. "" _ _ ~ _ _ -::I _ ~ ---J 4" - ~ ToO.H.=100--0';-~/ I '- J:;---STEP--...... I - - +- @~ARA~ _ _ 7L _ _ ~ GARAGE + _ _ I ~STEp-./ -.J.4 · -I '\. ToO.H.::: 100'-0""" ~ ". . 3..~::. 'P' B.O.F.= CJ5'-4" I (, 'l T.O.H. ~ ~====-- -==-=1 I I -====- ==~ I ~ ToO.V'4. 3'~~~ I B.o.F.; 't5'-4" V <~1'-3 8" THK. FND. HALL'p; r TY~-~ . I - - - - - - f- - - - - - - - - - f- - l ( ~ I 1 8" THK. FND. HIA.LLS; REINF. W2- #4 TOF 4 I 1-1- R- @!21 "I ~ ToOS.= CJCJ'-3 1/2"/ - ...iIIIIII...... ~ T.OS.= CJCJ'-3 1/2',/ - ':;:i ~ i I / REINF~ W2- #4 TOP 4 BOT EXTEND REBAR 11.~___!~_~:,~ ~'. ~ 'P'T.O.W.= Gtel-II 1/2" ~r2 \ 'P'T.O.H.= Gtel-II 1/211 ~~~ ,.,.r.. _______ .~~~ BOT E:XTEND REBAR INTO BSMNT HALL I iT I J B.O.F.= CJ5'-4" ... B.O.F.= CJ5'-4" "1 & I ""\ I INTO BSMNT HALL AND HOOK 12" MIN. L, ~ I' - "'- ToO.H.:: CJCJ'-8 1/4~ ~ CD I J ..J L L - AND HOOK 1211 MIN POUR HALLS B" HIDE--1 B.O.F.= 't5'-4" '-I ~!I TYP 4>> ~ ToO.H.= CJCJ'-8 1/4" !,.-- 8" HIDE POUR HALLS . MONOLITHIC W BSMT. TURNDOHN......... T ......- GARAGE"r BoO.F.= CJ5'-4" I II ~ TURNDOW1' MONCLlTHIC W BSMT. HALLS. (TYP.4>> 2) SLAB ~.'y' CDII_I~21 411 \~D-I , SLAB HALL:? (TYP.@2) ~ ToO.H.= CJCJ'-e 1/4" ~ 8'-4" 1'-8" 10' 1'-8" 8'-4" 2'-4" YP. 4>> ToO.H.= 'tCJ'-8 1/4~ "BoO.F.= GJ5'-4" PORCH BD.F.= GJ5'-4" V 121-011 51-8 3/411 811 231-4 1/211 811 51-8 3/411 121-011 ~ ToOS= 100'_8 3/4"/ \ ToOS,:: 1001_8 3/4"~__ I 121_211 OVERALL V ---,... o I ~ T,fJ..?:': 100'-8 3/4" t1L T.O.H.= '1'1'-8 1/4r '. B.O.F.= '151-411 V ~ 8" THK.. FND. Y"iALL5; REINF. H/2- #4 TOP 4 E,OT EXTEND REBAR !tJT/'\ ~ALL ~~t":~~Li:;l" MIN, rNT~ MONOLITHIC. W BSMT. I SPACE HALLS. (TYP. @ 2) . GD-J!4 = ~ -d.~5. -----~-- ~~ . I I f , I I U T.O.~.= IOOI-O"~ B.O.F.= <15'-411 V ~ T.O.W.:: 1001-0" 'P' B.O.F.= QSI-411 n , t , I L ~ , () E~OfiCC~ 5 I THI(~r'::' CONGo SLAB ON U:~GOMP AG TED Fll L REINF. HI #4 BARS () @ 1811 O.C. CENTERED I IN SL,t\B EACH WAY. ! () , N C) 1 N (\1 · _I r- ('() r l ~----...J I :~ Lv-r=- - - - -/ I ~ T.O.W.:: QQ'-4" ./ I STEP---./' 'P' B.O.F.= CJ5'-4" I ToO.H. I I I BEAM -l I I POCKET I r I I . L I l I I I c==[ I I -- I I : I I I t .-L811 ~I I /~I~ 8" HIDE~ I I I TURNDOWN I SLAB I I I I r--r ! GONC. L-t-r 1 Y I HAUNCH I /n II (TYP. @ 4~) _ ..A.. I ToO.H.= 100'-0"~ I ~ A '\...! I I ~ BoO.F.= CJ5'-4" V ~ ~ r-- r ~ _...J V - ~~ - - - - - - TYP. @L_ ?L - - - -., PATIO /! I ~ T.O.H.= CJCJ'-4" / I I 'P' B.O.F.= 'l5'-4" I I I r:;:'\ I I !'Y'C==~!III I TYP. @ ill () I HAUNGH I I , ~ -; I A,8" 't I I , I I I 8" HIDE~ I I I TURNDO~N I SLAB I r - - [ I BE~M~ I I POGKET ~ I I ~ I t ~ 1~5\... I I I \ CD..... -II J I I TYP. . ~ T.O.W.= Gl'-1'-411 I ~ I BEAM --c I- f-- - - - --.J , POCKET "r B.O.F.= Gt5'-4" 1- ~ ./ ., B" THK. FND. HALLS; --..//- - - - I I REINF. W2- #4 TOP 4 L U BOT EXTEND REBAR () INTO BSMNT WALL 1 AND HOOK 1211 MIN. N POUR HALLS MONOLITHIC W BSMT. YiALLS. (TYP. @ 3) -.I. _ ~ T.O.S.= qCfI_811 '" ~40 - - -___ I I I I I I l -_.- ,,----. _ _ ~__ ---llo.".--" r l , I I II ; ~II, I ,-CD-" I I 1111 BEA~~~Mj 1 POCKET POCK,. T IU- 1 ~ I I ~ - - -l ~ T.05.= CJCJ'-8" ~ I II I V 81~~ I 1 I I I I ,/ ~- 1 /( --_-I I ~ A I ~ - I ~ - ---- : I't- - - - ,----::IJ-- ToO.H.= CJCJ'-4" ~ I ''--STEP I B.O.F.:: '151-411 V I T.O.H. I (5\ l ...',. WI2XI<1 DROPPED --- - "--r a..; .. .,.....- HI2XICf DROPPED .. "__t----,..._ .. .. .. .. I I I I I I ___ -.J r \\ 1/ 161-<'~U () , "\f () 1 "t "'- "---8 II H I DE TURNDOWN SLAB C~AU,)!... &J=ACE 18" MIN. DEPTH TO UNTREATED WD. PROVIDE '/ENTILA TION PER CODE. J=AiIO 4" GONGRETE SLAB ON GOMPAG TED FILL. ~, I 3 l~ I :, TYP. @ INT. ~ T.O.W.= 1001-0" \.E:.D-I' ~t1RATION 'P'BoO.F.= CJ5'-4" ~ I - -,-- - I---- "- - - - _ _ _ _ _ _ _ ~ ~ T.O.S.= qql-8" 'P' ~f ---T.O.H..~OO'-O"~ - t B.O.F.: '151-411 V I I t I I - .',- - - - - - - - - -1'- ,- - l I I I ~ '----e" HIDE TURNDOWN SLAB I I I I I . HI2XI.<1 DRO...PP.E. D ! ..'... .. - - ~/ - - - I ~ ~ I () ~ T.O.Y'J.= 1001-0" 'P' B.O.F.= CfS'-4" () I N ~ !. = , :t N') N _I N 61-011 ..Y/AY / AY::r' ;'I; :idJ f bl-Oll 311 CLEAR- FOLJNDA TION PLAN SCALE: 1/411= 11_011 A CRA~L SPACE GENeRAL FOUNDATION NOTES I DESIG''>J IS BA5f:D ON THE UNIFORM BUILDING GODE, 1""1 EDITION. DESIGN LIVE LOADS ARE; ROOF (SNOvt> 30 PSF (GROUND SNOW LOAD) FLOORS 40 PSF .2 FOUNr'A TION DE:,16N IS BASED ON THE FOLLOWIN6: ALLOHABLE BEARINcS MINIMUM DEAD LOAD EGUIVALENT FLUID PRESSURE 2000 P5F ~PSF ~ PCF t rf) N , N 3 THE )\BOVE FOUNDATION CRITERIA SHALL BE C.ONFIRMED BY A C.OL.ORADO LICENSED 6I!O'Tf!CHNICAL ENGINeeR PRIOR TO THe START OF Y\lORI(. GONe/RETE SHALL C.ONFORM TO THE FOLLOWING: (PER THE 6EOTECH REPORT OR Ac.1) MINIMUM CO.' NC.. 5TR.E. N6TH 30.00.. PSI )<~ GEMENT TYPE II WA TER CEMENT RATIO .50 NEe,LlcSIBLE SULFATE EXP05lJRE t\ -MINIMUMc:,6NC.~TR.ENGtH4066 F'€Jl CEMENT TYPE II !^tATER CEMENT RATIO .50 MODERA TE SULFATE EXPOSURE \ o I N MINIMUM CONC. STRENGTH 4500 PSI CEMENT TYPE II W CLASS IIF" FLY ASH HATER CEMENT RATIO .45 SEVERE TO VERY SEVERE SULFATE EXPOSURE 4 ALL ,:'ONCRETE REINFORCING SHALL CONFORM TO ASTM Abl5, GRADE bOo PROVIDE MINltv'UM 2411 LAP SPLICES. PROVIDE 2411x2411 GORNER BARS, OR 12" HOOKS AT ALL C.ORt<r=RS AND INTERSEC. TIONS. STRU.:-TURAL STEEL SHALL CONFORM TO ASTM A3b. STEEL COLUMNS SHALL CONFORM TO A~?TM A53, GRADE B, OR ASOI. ADJUSTABLE PIPE COLUMNS SHALL BE II GAGE OR 5c.HE':)ULE 40 (AS CALLED OUT ON THE PLANS) ~ITH I 1/411 DIAMETER POST 5c.REW6. ~ I () 5 b THE f~OUNDATION SHALL BE BACKFILLED PER THE 6EOTECHNICAL REPORT (I.E. WITH ON-~~ITE SOILS AND/OR IMPORTED FILL APPROVED BY THE 0EOTEc..HNIc..AL EN0INEER). VAR:ATION5 IN BACKFILL MATERIAL FROM SPECIFICATIONS IN THE 0EOTECHNICAL REPc>RT ARE TO BE BROU6JHT TO THE ATTENTION OF THE 6EOTECHNIc.AL EN61NEER AND THE STRUCTURAL EN61NEER PRIOR TO CONSTRUCTION OF THE FOUNDATION. 1 AT (:,,:?NCRETE SLABS ON 0RADE (BASEMENT AND GARAGES) PROVIDE sc.ORED OR SAHCUT (1/811 x III DEEP) CONTROL JOINTS. SPACE JOINTS AT MAX. OF 201-011 ON c.ENTER. HHERE P05:.!6LE ALIGN JOINTS HITH INTERIOR CORNERS OF SLABS AND ON STEEL GOLUMN GENTER LINE~). FOUtiDA TION HALL THICKNESS (U.N.O.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . e FOO T I NG 51 Z E : . · . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _8 II x 16 ~JL_!'J .C2.: VOir) FORM SIZE: . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . N/A (NOTE: VOID TO BE PROVIDED AS A SIN6LE PIECE AT SPECIFIED CEPTH AND HIDTH, NOT BUILT UP FROM SMALLER DEPTHS) MIN. DEPTH OF FOOTINt::J BELOY"l EXISTIN6 6RADE . . . . . . . . . . _ . . . . . . . . N/ A MIN. DEPTH OF BOTTOM OF FOOTING BELOH FINAL GRADE . . . . . . . . . . . . 3 -0 VER"-IGAL REINFORGEMENT IN ALL HALLS OVER 4'-011 IN HEIGHT. . . . . . . .~~201l0.G. ANCHOR 60L T SPACING (U.N.O. SEE FND. PLANS) 1/2udla. ANCHOR BOLTS 0 ----2~OIl~ 8 The soils Griteria presented herein are per the g60techniGal report: PreF)ored Blj: Tt:nl'QGOn Dated l::1.QrGtLJO, 20Q3 Subciivision: 6ur'rl~or Villaae RI fl-iifiq 1 Ffilnn: N/A - - "':J MuniGipalit~: Jl'iheat Ridge N I t- ('f) -1 -J <( Ci l!J, /' o Lot: t~/A__,,_ Block: N/A Project No.: 22035053 Las;: revised: N/A ~ r- I ~ \Q HOLDOHN SCHEDULE C,llY OF HiEAT RID6E DESI6N HIND LOAt' l'iIND SPEED (m.p.hJ (l=,tOTE5T MILE) EXPOSURE (based on on-slte ~ec.tlon, k.noNledge, hl.torlc:.al lnfonnatlGln, CI1d engineering judgement) .& 51~ 5THDIORJ ~ <t 51~N STHD&RJ ~ [J '51~' HD&A ~ W 5THDIORJ ANC;,H(:)R eoL. T NOTe. see SHeeT 2/0-1 OR 3/D-1 FOR DETAIL I. HOLDOt+6 ARE SH(;)tfl TO ceNTERLINE OF eoL. T OR STRAP. 2. CONTRAC,TOR TO VERIFY e.xAC,T LOGATION IN FlaD. qO '61 T.O.H. = 1001-0" ON STRUCTURAL PLANS IS EQUIVALENT TO 44.'111 ON THE PLOT PLAN. T.O.V\!. ::: TOP OF FOUNDATION V\JALL ELEVATION T.O.S, = TOP SLAB ELEVATION B.O.F. = BOTTOM OF FOOTING ELEVATION B.O.H. = BOTTOM OF 0JALL ELEVATION r. T.O. PLATE= "v B.O. JOIST =1001-1 1/211 I ~ , o .1 'lII .' '" .. -: "'. . . .,'. '. . <If : '4,. .. ..' · 'lII .. . :..' : . . r. T.O.W.:: 1001-Q"1I TYP. .l/ 0 FULL HEIGHT WALL (SEE PLAN) o I N t- :r: \!) LU :r: --1 -J 4: 8" GONG. ~~. ~. ~ YiALL . ".~ :... .. '. 1 I : · *:.: 4 .. ... .. NOTE, THIS SGte1A TIC 15 FOR REFERat:C ON- Y. SEE PlAN FOR ACTUAL ELEVATIONS AND SEE C,D-I FOR t'Y\U.. PET AILS. :e. ..' ;t. ". ..... " ...' · f. . ~.. () I ~ ! J t N) N I ^I Q, ~ \" · '. . .. .f. .a.""- ~ , ~ <1 '~;,'-7)\V^V;~V^y;'\V~~~~'\.)'~'?~'Y 11- -~.' ,~ . \ .~. ........ . . . .; .0 . '. -II .:. .... ." , ". <If ..... . ... 4l d) kXx?<xV) xxX::::XXX;;:<x 0~& ;xy~ xYX\ xxxx:x xxx l r. B.O.F.= <15'_411 {T'(PJ ~v 0 61 l^JALL (SEE PLAN) w (2) #415 CONTI CENTER #41S @ 1011 a.e. IN SLAB SCHEMATIC DRAl^lIN6 OF l^lALL ELEVATIONS SCALE: 3/411= 11_011 PATIO DETAIL SCALE: NONE 2 :S ..J C .Q "0 N 'c o ~ o .J:j :J e c '41 3: =0 :;:.lt5 <Z- =:2 E-t~ Zt:: t-tZ ~~.',...~ ~==o 1IIa--l .......~ "~ "'~ ~ t;'? ~ C!; u:"':> . ~ C\.J C'\l C'\.2 c:::> c:;x:) g r-: <1.> > r::: Q) Q . ~ c=J I C\.l <1> ~ 'S c:n en s.::: co >- ~ t:.:i c:::.:::> <::;) <::;) ..-..c ~ ;; ~ ~ \S) ~ t----- -, . ! , It -\ r ~ a job number: drawn by: LU \) <( CL \S) -l ~ <( (t '0 ~ z () l- <( D z ::::) () l.L . l.L . \S) . '0 · J!~ l- I jl: 18 a w 1m :I:~~ &1 J'II~ z iil n Bi'l m <( 3 ::J () e -I , u. -I 0'\ 183 ~ ,,<I ~ <( 3 ..., =I, ~ >~ * Z'ro O"\D ~II-z ~z- ~ ~<( ~ + <(-1- ~ \,)D-~ EOO-OBOOl MJH checked by: 6KL/RAN ~ Q N Q ~ W l- <{ D \- () -J 0- 06/02/2004 ~ scole: u.. AS NOTED \fi I N) dote: (t LL C.S.F. FOUNDATION YW CRA0JLSPACE 0-1 ~ - >-'1r r-- ~~ :;....;::::>" 2X STUD WALL .. ~>; :><;,... >-S: 2x P.T. SILL PL. (SEE ~ 1/CD-1 FOR ANCHORAGE), ~ >-< ~ ::t (2) *4 TOP de BOT. \ > ~ ~I ..I ,6 i'el t>" . 8" CONC. WALL z IliT!TTTIII*==mlllffi=11 .l. I r GRADE 0 CRAWL ,i b . ~ SPACE ~ 1~ I I ~ill~jjJ~ [) I~ TI~m~T ~ 01 L I ~ I ~ J 'w' ^ I" #4 X~~ DOWELS lo . Ie ~ <0 24" D.C. MAX. (MIN. r - -I>... ~ ~ -, 2 OWLS PER PAD) : 1\ AAI : I I L \...J BEAR ON UNDISTRUBED V SOIL - SEE SOIL REPORT -' FLOOR JOISTS (SEE. PLA. NS .FOR SPACING. TYPE & DIRECTION. J. , I Z I <0 - tr) ~ w ~ Ck': " i G: ~ o -J W Q) ~ ~ It o I ~ ~ 1"'1 ^ 2x4 WALL ~ V "" 2X P.T. SILL PL. (SEE 1/CD-1 FOR ANCHORAGE) ~~ fi 4" .C.ONC. SLAB WHERE REQ'O. 4" VARIES I z ~ bJ I t;:. -I , .11~~TI1*TI1~ \ O~ I,: d '~_ ~""- 1 1'If~m~ " 1 f t> I (2) #4 TOP & BOT. e)" I u a" CONC. WALL 01 t> I I I =>1 ~----- · >1' r-------, l~~J BEAR ON UNDISTRUBED I SOIL - SEE SOIL REPORT - SEE FND. PLAN .~ CD2 w o ~ G i G: 3: o -' w (]J b = #4 X ~l DOWELS 6 @ 24tl O.C. MAX. (MIN. 2 OWLS PER PAD), 6u FROM PAD ENDS. OMIT <0 SECTIONS OF VOID i :i t o I nl I"') SEE PLAN FOR VOID AND FTG. LOCATION - IF REQ'D. SEE PLAN FOR VOID AND FTG. LOCATION - IF REO'D. SEE FND. PLAN 1 TYPICAL END WALL SCALE: 3/4" = l' -0" ~ ...J U . N ~ - SEE l/CD-l FOR TOP & BOT. STEEL 4' _0.. /1 6. _0" MAX. MINIMUM FOOTING TO BEAR ON UNDISTRUBED SOIL - SEE SOIL REPORT - SEE PLAN FOR VOID AND FTG. LOCATION - IF REO.D. j~- lLrriillffil Ll- ~ 1/ '~Irlll~ LINE OF\ OVERDI~ j 7 B.O.W. STEP REINFORCING N.T.S. 2 TYPICAL WALL AT GARAGE SCALE: 3/4" = l' -0" STUD WALL SEE PLANS- a::: L5 -J () TOP OF PLATE ---'..- :: rot') HEADER ~INDOW BLOCK-a? (48"x48" U.N.O.) (f) w i2 ~ ~ .. l.&J ~ 11 2. _0" MINIMUM (TYPICAL) " t" * ,HAIRPIN BAR (16Jt LG.) @ EA. OTTOM CORNER S SHOWN ~ ,,/ -7 .....Ir- 1 1/2" CLEAR (TYPICAL) 6 ~ -J () () a: i= ............ '0 I ..~ ~ J \ 9mllimllim~w~w~~illm~rJffilliffiw~ I (2) BARS UNDER WIN~9~C 2-#4 EACH I AS SHOWN (1 EA. FACE) SIDE OF WINDOW SEE l/CD-l (AS SHOWN) 8 WIND W REINF. @ STEP N.T.S. ~ 1/4" ASPHALT IMPREGNATED ~ f EXPANSION JOINT < ,.. FLOOR JOIST - SEE ~ ~J:.LANS FOR SIZE. SPACING Ll ...--;.-- & DIRECTION. ~N .......... . . <J ~ "Sf I ~ ~t~ ,.1 J #4x2'-Q" @ ~ d HAUNCH -1 912) (2)#~~ ~I ~ . ./ I , "" '); 1 1/2" 4 CLEAR I ~ 4 4 If') <1 L1 <1 z oo~ Ll 4 4 <1 <1 <1 Ll <1 4 L1 <J <1 4 Ll 4 <1 <1 i1 <1 Ll <1 POURED-IN PLACE HAUNC H (S" WIDE) 2' -a" 81t CONC. WALL ... ~ 4 #4x2t _Ou @ __ / HAUNCH 'J , 1 1 TYPICAL PORCH SCALE: 3/4" = l' _0" <J ~ ~ -"-- P.T. POST w/ BASE (SEE FND. PLANS) -,---r- T . ~~~ <1 I ,::1 J 4 . ~~. . _ __ _ -,- _ _ __:~ ___ *jTflll- ~ ~ ~ w TOP OF WALL --1 - --........... ~ "'- ~ (D <.? BEYOND WHERE -I ~ ~" APPLICABLE a::: 1 I ~(2)#4 L5 (VERIFY . ~ SEE PLAN ['.-. PER PLAN) 9 t ""--LINE OF WING N WALL BEYOND (SEE FOUND. PLANS) 5" CONC. SLAB (SEE PLAN FOR REINFORCING) 7 / " .zr . Ll ~~ <J 4 4 ~~- 3/4" FLOOR SHAEATHIN6 - 2x4 P.T. SILL PLATE ATTACHED WI 1/2" dia A.B. )( 1211 LONG (8 1/2" EMBED) @ 6f -0'. D.C. WI MIN. (2) PER PLATE. ~/".- FLOOR JOIST. SEE FRAMINe I PLAN FOR. TYPE, SIZE, / 1./ SPACINe . DIREG TION 7~~ I I I ~ .110 1 ~~~ __I ...- I- ~"'--2-#4 BARS TOP IO"-~ 4 ri 4 BOT. c'ONT. (TYPJ -l ~ , 1/2" I LJ ~.&,) GLEAR ~ ~ ~ TYP. f \ I ~-- #4 HORZ. @ Ie." O.G. ~.I -~ <1 ~--- #4 VERTS l^V 611 HOOK 0 leu 4 <11. . O.G. ALTERNATE DIREGTION .,. ~ OF HOOK. MIN. (2) DOWELS 111=III~LII==III==11 [==III~III=ITf=1 PER FOOTING SECTION. ~III~I rr~f=11 T==III==III~IIT~III~lllt SIMPSON \ ^ __-^__ I 1/4I1X.GI 1/2" - V r v L5L RIM I ;;l :-;l" ~ ;'k:' I \ r- I . .-.10m ~/I . \1) dJ PLAN 3 TYPICAL INT. PARTITION WALL SCALE: 3/4.t = 1. -0" ! FLOOR JOISTS -- ~ r- SEE PLANS FOR SPACING, ~E TYPE & DIRECTION. \ :>- >(;;- x:;>'< ><.>< ..;:- ? .. ~ ;;::::::::- ?"< ( >- ~ > >-S: ~ ~ '--" L:;;;. 4 <1/\ #4x2' -0" <0 HAUNCH ~ <../ ~ Ll = X <.O~ ...J r---.J /1.-.8 2-#4'5 TOP ~ --I .4 & BOT. <J ~X~PT IN 4 #4x2' -0" @~ ~ LJ :[[1: III HAUNCH I 4 S" CONe. WALL ~ <1 1 1/2t'~~ l 4 CLEAR 1 ~ /r" <l FOR WALL ///1 4 REINFORCING... j SEE 1/CD-l -- Y -f 4 <J .j<1 a . 1/4" ASPHALT IMPREGNATED EXP/\NSIONJOINT FIELD LOCATE TOP OF HAUNCH PER GRADE 4" CONe. SLAB I WHERE REO'D. I .q Ll ~~ d 2 l (C) ---I1r- Ll <1 o I N :H W! }i" I I" I III II 2' _0" 9 TY~ ICAL HAUNCH AT PATIO SCALE: 3/4" = l' _0" 1 0 A ~~ 2X P.T. SILL PL. (SEE ~~~ 1/CD-1 FOR ANCHORAGE) ~ K ~ ~ ~ ~~. ~ I i ~l //:: I I I I I !IT1~~ - ~ ~ '4"<) 4 ~- 1 1/2" CLEAR ~~ . .. z (,0- ::t -- FL.-OOR JOISTS SEE PLANS FOR SPACING, TYPE & DIRECTION. CARRY TOP ROW OF REINF'. UNDER LEDGE 4 ~ ) V\ TYPICAL WALL AT BRICK LEDGE SEE 1/CD-1 FOR WALL REINF. SCALE: 3/4" = 1.-0.' 5 ~I 2X P.T. SILL PL. (SEE -> 1/CD-l FOR ANCHOR~ ~ <f I I "~ill~m~ l L :TTTwffi~ - :L~ 4.' DEEP CONC. POCKET ~ (DASHED) ~~~ ~~~-~EINF. 4 / ~ STEEL SHIMS AS REO'D. <1 A L 1 1/2" 8u CONC. WALL -tI- /1 1 CLEAR V TYPICAL WALL AT BEAM POCKET SEE PLANS FOR SPACING. / TYPE & DIRECTION. L7 r~~ SCALE: 3/8t. = 1 t -0" 6' _0" MAX. 1 1/2" = N a::: ~ is ....J ,..... <..> CLEAR \ TOP ROW OF REINFORCING BARS J 4' _0.' MINIMUM (TYP.) -/~-r;'/7 r:', /1'; '/l a::: ~ L5 ~ -J ~ o z b :i ,..... ..........., 7 I ~-- ~ -~ 1 1/2 tt CLEAR (TYPICAL) 2' _0.. MINIMUM (TYPICAL) " '" ~ ~ U c: ~ ..........., ~:::~ ~ WINDOW BLOCK-OUT (48ttx48" U.N.O.) roo.. NO. T S. p. LICE REBAR OVER WINDOW I [ #4 HAIRPIN BARS (16". L. G.) o EA. BOTTOM CORNER AS SHOWN / 7 \ J \ I, 4mllimllim~rn~~~ - 11- II===rW~llimmmll': (2) BARS UNDER WINDOW 2-#4 EACH AS SHOWN (1 EA. FACE) SIDE OF WINDOW SEE 1/CD-1 (AS SHOWN) 6 TYPICAL SHEAR WALL SCALE: 3/8" = " -au .t- I I I 1 I I j i llillE; FOOTING BOTTOM SHALL REMAIN 3' -0" MIN. BELOW GRADE. o ~ ~ ~ RETURN TOP REBAR OF REAR WALL INTO SIDE WALL MIN. 24" WITH STP HOOK i ~......... I a.. o ~ I ........... N /- l 2"-0" MIN , RETURN BOT. RVBAR ".... OF SIDE WALL INTO REAR WALL MIN. 24" WITH STD HOOK - -- r:'L/1'.'71T',1 n I VOID FORM AS SHOWN ~ FOR DEAD LOAD FOUND. k ~ PLANS (SEE LOT SPEC. L/2 (CENTERED). FOUND. PLAN) ~ L :: 6' _0" MAX. T.O.W. STEP REINFORCING N.T.S. ~ ~ !I~ ; <Z' ~21 E-4~~ :z:~~ ......<~ ~~~ i is== 0 ;. .-.... ........ ......J ~ ~1~ -i ~ ~ ~ \J) ~ ~ ~ . ION i<ii . I ~ 2: i I a ~ z >C - c..';J 0 . :IQ ....... I- c5~'" ~ Z JI~ ~~ < . II! ~ u =r:: ~ - ~ \j) -1 I ~ - ~ en ~ :::) llJ ...... \f) a ~ () z ~ 0- j Z en x () ~ llJ Cl.. - ~ . <( 0 x ~ 0 . ~ a 0- ~ . E-t Z !: => ~ en () ~ U) ~ LL ~ d) job number: DOO-o3004 drawn by: \0 DRL/ J5C, ~ ch ecked by: ~ ADF/JC,P , u.. dote: ~... Z scale: 4/3/2003 LU ..J iI ~ " co ~ o ~ .c( Q t- o 0: AS NOTED FOUNDA TION DETAILS CD-l