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Home My WebLink About4672, 4674, 4676, 4678 Flower Street1* � 4 i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: -7/ nQ_'? LJ No one available for inspection;- S > AM/P Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: _ ` I -I 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: ice'/ �1 ❑ No one available for inspection: Time Re -Inspection required: Yes (No When corrections have been made, call for re -inspection at 303-234-5933 Date: 6'. - `/� Inspector: - DO NOT REMOVE THIS NOTICE City of Wheat Ridge ,. *u Residential Siding PERMIT - 201900733 PERMIT NO: 201900733 ISSUED: 04/19/2019 JOB ADDRESS: 4676 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:47 (Building #4 (4676-4678 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: 19,505.00 FEES Total Valuation 0.00 Use Tax 409.61 Permit Fee 362.80 ** TOTAL ** 772.41 *** 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. 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 ermrt. I further attest that I am legally authorized to include alI 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 SER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The : an ce or gran of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap r le cmde ora rdmance 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 Ridge Residential Siding PERMIT - 201900733 PERMIT NO: 201900733 ISSUED: 04/19/2019 JOB ADDRESS: 4676 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:47 (Building #4 (4676-4678 Flower St) 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 ermrt. I further attest that I am legally authorized to include alI 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 SER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The : an ce or gran of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap r le cmde ora rdmance 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 Wh6at i@ COMMUNITY ULVELOPMF,NT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: PermitsCa.ci.wheatridpe.co.us FOR OFFICE USE ONLY Dater/01W PllaanlPPermmiit # Pian Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 74 72 – `&M Flow, -_r 5�- LAJ 4ea+ n'.tla co JS OC> 3 3 Prot)ertv Owner Property Owner Email: neo -e -r — c. I s 12P0 . Cam Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 4 2 5 5 S. 1 City, State, Zip: 4101,4 Com. ��®/ 3 ®oZg,S Architect/Engineer E-mail: Phone: 4sx-• Phone: f LI _ Contractor Name: City of Wheat Ridge License M Phone: !jnZ � &M Contractor E-mail Address:Li(/�.,,.�o„�.g�, For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 4Jr-dC2. L -e -e— Phone: CONTACT EMAIL(p/ease 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 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. Re +N }Tga I l �ov'S-� tJ�r�i4N 1`.�r �� tv� ��t /YGJ 1� ��-t� fjdy�i / AiW " 5 4.4-- -�c sCT� , Sq. FULF BTUs Gallons Amps, Squares 7 For Solar: 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) �' ,) 0 OWNEIi/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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first Printed Name: ZONING COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY kTE: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: �' (�J I ADDRESS: L%C�2( ,, q�� 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 •�(�-�� j 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 •�(�-�� j 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: ' ` gy ADDRESS: � '�C `�,„ r JOB CODE: �, � Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial l` jai P� 'oiJ 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls S Z 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential l` jai P� 'oiJ 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential S Z 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 ''For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. The City of Wheat Ridge Third Party Form Check ist Property Address �,c,.se-✓ Permit Number b V(6 Permit Issued Date Owner Information Property Owner Information ' Property Owner Address Inspection Company -f i Inspector Name ,,� Inspector Contact info —7 1-e-)_ 614 Z �' _) 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 Cit Wheat Ridge olicies and Procedure and Manufacturer's recommendatio a specif S. 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 Wh i e B 'Iding 'vision inspeciton. Propery Owner/ Agei � Date: , _kIJ 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.wheatridae.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 Inspection Check List notes MidRoofs Roof section ❑ N/A Pass ❑ Fail FJ N/A ❑ Pa FJFail Structural roof components ❑ N/A Pa❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls N� ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/q ❑ Pass ❑ Fail Verify sheahing nail pattern ( See policy & Proceedures, N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A F-1FailVerify B vent must have boot same guage as pip ❑ N/A —,"Pass 2 Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle a_N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/Aass ❑ Fail Ice and water shield 2' in heated walls spaces ❑ N/A Pass ❑ Fail Under layments must follow 2012 IRC / 2012 IBC ❑ N/A D` ass ❑ Fail Verify roof slope for proper drainage ❑ N/A a Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A 2 'Pass ❑ Fail Dripedge should extend down min 2 past roof deck ❑ N/A [amass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC �" ❑ 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 [21N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope Eg,-N'/q ❑ Pass ❑ Fail Above roof insulation R-25 ❑ N/A U -pass ❑ Fail Below roof residential R-38 [EJ'N/A ❑ Pass ❑ Fail Below roof commercial R-32 ry/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 Q`N1A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A F-1 Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pas ❑ 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 Roofs Requirements ❑ N/A ❑ ass ❑ Fail Clay and concrete tile 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 fl-\ k d �b Notes Company Name: Inspector signature: Date of Inspection: The City of Wheat Ridge Inspection Check List notes Final Roof �2_0 ) �' 7 6-3 Roof section ❑ N/A Pass ❑ Fail ❑. /A ❑ Pass ❑ Fail Structural roof components ❑ N/APass E] Fail Verify that no more than 2 layers of shingles exist ❑ N/A ass ❑ Fail Flashing for roof and walls r'�5-- ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) rN/A ❑ Pass ❑ Fail Verify sheahing nail pattern ( See policy & Proceedures; E -WA ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A Pass ❑ Fail Verify B vent must have boot same guage as pip ❑ N/A ['Pass ❑ Fail Verify vent caps ❑ N/A [ass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle /A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A D -Pass ❑ Fail Ice and water shield 2' in heated walls spaces ❑ N/A E& -Pass ❑ Fail Under layments must follow 2012 IRC / 2012 IBC ❑ N/A Q -11 -ass ❑ Fail Verify roof slope for proper drainage 6`�. ❑ N/A EI -Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Q r�as-s ❑ Fail Dripedge should extend down min 2" past roof deck F-1N/A [''ass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC � ' ❑ 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 �/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ /A ❑ Pass F1Fail Above roof insulation R-25 ❑ N/A Pass ❑ Fail Below roof residential R-38 ErN/A ❑ Pass ❑ Fail Below roof commercial R-32 Z_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 tal Roof Shin les Re uirements �❑ N/A Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/ it Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑Fail el 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 6_61g Requirements ❑ N/A ❑ Fail Clay and concrete tile 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 Final Roof �-3 Notes Company Name: �1 Inspector signature: Date of Inspection: A t City of Wheat Ridge Residential Roofing PERMIT - 201705449 PERMIT NO: 201705449 ISSUED: 08/04/2017 JOB ADDRESS: 4676 Flower ST EXPIRES: 08/04/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed asphalt shingles with 56 sq. *** CONTACTS *** OWNER (720)845-5955 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 PAID Use Tax 302.23 Permit Fee 283.55 Investigative Fees 283.55 C ** TOTAL ** 869.33 *** COMMENTS *** *** CONDITIONS *** **PERMIT FEE DOUBLED FOR WORK WITHOUT PERMIT - STOP WORK ORDER** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201705449 201705449 4676 Flower ST ISSUED: 08/04/2017 EXPIRES: 08/04/2018 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 ermtt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 ermit fee. 3_ If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, 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 Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz (� -_ /0/ /U�, D From: no-reply@ci.wheatri dge.co.us Sent: Friday, July 28, 2017 12:10 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny 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 Property Owner Name Property Owner Phone Number Property Owner Email Address 4676 Flower st Christine Meyers 7203845955 Field not completed. Eli 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.pdf CONTRACTOR INFORMATION Contractor Business Name Apex Roofing Consultants 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 �,z 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 V material selected above? / Does any portion of the No v property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 56 (pitched + flat) of all z roofing material for this proj ect 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 —428gII value or cost of ALL materials and labor) 11�-3�z 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 INSPECTOR MUST S1 4 ON ALL SPACES PERTAININa To THis Joe (CEO or monowft SO~ Soryko Lin" water sorvim un", „ Cid Ridge 2/ /"014 14 1 CD81 Install 48 fallow co"111,38 W' 4678 Viover ST 55$ 30 UN NUS ?#1481826 PATKHT REMNEDT vs / 1196 55.30 AUTO CODE: 168668 TOM 55. 30 0 74, an up Bldg Valuation: ITARO', 1 1A Signature.- ~'O E :\i v o.v '" '" v ~ 0 > 0 0" N "'e <3 ".!J! <") V 0i5 51] ~n; v- " ,," n; C ~ ~ ~ 0 V ..c "'- a; " 0 '" e '0 'E -g '" ~ .. Iii rr. $ ~ 0. ~ II Ol ~ e ~ U 0'- 0 'E _ C '" V " 0 u:: ~ eN N '" (J .. .... ~ :::> ;0 ~ Ol"- 0> 0 " .5 "8 .... 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E ~ z 0 v ;; 0 C!) 0: a. .c~v a: w 0 I-e-o 0 (J a- --' u. , -il :.I' -::.'+ ~.""~f.. .--y. .- . '" City of Wheat Ridge Department of Public Works TO: Chad Root, Codes Administrator FROM: Steve Nguyen, Engineering Manager ~ DATE: Thursday, September 2,2004 SUBJECT: Certificate of Occupancy for 4672 Flower Street, Centex Homes As requested, the Public Works depiu-tment has performed the final inspection for the above referenced address. There are two items that the Department requires be resolved prior to the C.O. issuance of the remaining 3 units of this 4-plex. 1. The drain pan at the bottom of driveway at 4672 Flower St needs to be replaced. The inspection revealed that the pan is cracked and is holding water. 2. A drainage certification letter from the engineer of record needs to be submitted as soon as possible. The Department can allow the e.O. issuance for the first of the four units. However, these outstanding items will need to be completed prior to issuing e.O.~s for the remaining units of this 4-plex. Date: P:1'3~/(}{ .4. Certificate of Oecupancy or Completion has been requested for: AoDR~88: -% 7.:/ FltJwef" rSf. . PuRPOM or 8TRucruR~: .;/ ~ d# (/~) Building Department Approval: ?I ~ :3 J ~CJ c. / I Remarks: Remarks: ~ ~ {lH-r-- --HJ~_ ~..J3-r~ Ql.lJ(( f-iA-l-r-<-"'-. ~-'J ;'VI ~ -A/-f9--y ~ Zoning Approval: Public Wo'" App......, -;: .::.~ Remarks: ~ U~ l' (21 Ol\- 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 JOB ADDRESS -=tia:J1- r==-l CJ (.u(L" BUILDING PERMIT NO. ~ ld1SIp OWNER rO-1d-e.x ~ CONTRACTOR WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD 4 -p-~x ~h DATE ISSUED ~ I TYPE I OCCUPANCY St. 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 ,s- )\~o<f ~ POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) 5~e.\)',-,-- t~ /:-L.S ~ Do NOT POUR FLOOR UNTIL ABOVE HA BEEN SIGNED <J i, k,-,c' _at b - Z,L I -- Cl t G.-.-<.5"- ("J<.j (, - <.LJ- () ~( <0 - <. )-(14 Co '. 31,;:)-CLI Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation C J,- ele.. Framing Insulation c' \<... Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame R.O.W. & Drainage Fire Department Parking & Landscaping t;;,t...~. ..w.../ '/.z!"'J OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER APPLICATION FOR CERTIFICATE OF OCCUPANCY City of Wheat Ridge - Building Division Date~~'~ _ .~ PermitNum r \ S (a ) /" ~ Address '\- i.r, -, d, "t-- \ <D \.\ W . t"" S ~ SUile/Bld9ll. ~ .-l I9-t:E:W RESIDENTIAL Single Family Two Family (duplex) enEW MUL TI-FAMIL Y # of units '\ Fire Sprinkled YES I NO Fire Alarm YES I NO o NEW COMMERCIAL sa FT (complete infonnation be!(N{) Business Name C J E.. N '" '2 ~ V\ ""' "'" e. '; Telephone ~ Co '.'~ - <\ .:)...... .' '-) <:> Cl ':1... Business T~ ~ 0 ~"" "'- ~ u, \. J Use of Space Previous Business Type Previous Use of Space THIS USE WOULD BE DESCRIBED AS: o Newly Constructed Building o Ex~ting Building o Additional Occupant o Change of Use o Change of Occupant Ple,se answer the followina: 1. Fire Spnnkled 2. Fire Alann 3. Operations will produce dusVwood shavings or similar matenals 4. Operations will involve the repair or replacement of automobile parts II YES: . Descnbe the components repaired or replaced. YEi YE NO YE 0 YES Does the operation involve the use of open flane or welding? 5. Is the business a drinking. dining or assembly use that will have an occupancy 01 more than 50 persons and/or serves alcohol? 6. Which of the following best descnbes your operation? OffICe Only RelailSales Warehouse RestaurantfT ake Out Food MedicaVDentaJ Manufacturing/Distribution (describe process Bnd end product) Other YES~ YE~ ~ "No building or structure shall be USED or OCCUPIED, and no change in the existing occupancy classification d 8 building or structure or pcxtion thereoi ;hslf be made until the Codes Administrator has issued 8 certiflcBl8 'of occupancy therefore 8S provided herein.' "Issuance of B certificate of occupancy shall no! be construed 8S Bn approval of B violation of the provisions of this code or of other ordinances of the juri~ fiction. . Sedon lot. UnHonn BuHdlng Cod. 1"7 Ed/don NO TEMPORARY CERrlFlCATE OF OCCUPANCY Wn.l 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 AND KNOW THE SAME TO BE TRUl AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHE THER SPECIFIED OR NOT. ISSUANCE Of A CERTIACATE OF OCCUPANCY SHALL NOT BE CONSTRUED AS AN APPROVAL 0, ANY VIOLATIONS OF}HE PROVISIONS OF T~IS C ,DE OR OF ANY OTHE/l ORDINANCES O~IRfMENTS1lF1ll~URlSDICII )~. Signature of Appl nt L.. c \," ,., D~ ~. ~ 'l. . c~. . ~ Contact Name:(pnnt) " 1-1 <0 Phone: 3 a:~ 4: ~ . l) ( , O';;!", City of Whe.t Ridge, 7500 W. 29" Ave. Whe.t Ridge, CO 60215 (303) 235-2855 Web Site: www.ci.whealridae.co.us CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPARTMENT CERTIFICATE OF OCCUPANCY CHECKLIST** The following items must be comvleted before a Certificate ofOccuvancv will be issued. PLANNING DEPARTMENT REQUIREMENTS: I. Compliance with all relevant ordinances, resolutions, variances, approved site plan. etc. 2. Completion of all landscaping per plan and/or Zoning Code. 3. Completion of all parking improvements and driveway connections 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 surrounding sites. 7. Removal of all construction signs, banners, etc. 8. Separate permits must be obtained for permanent signs with the permit being approved prior to installatic 1 of signs. 9. Separate permits shall be obtained for fences and/or retaining walls exceeding 48" in height, if not odicated on approved plans. PUBLIC WORKS DEPARTMENT: I. Compliance with all relevant ordinances, resolutions, variances, special exceptions, etc. 2. Site grading to be completed for positive drainage away from building and if applicable, in compli",,;e with the overall grading plants). 3. A Drainage Certification Letter is to be furnished from the engineer of record stating that the paving a .d drainage improvements have been installed per approved plans and specification. 4. If the property is affected by Streetscape requirements, any required Maintenance Agreement needs to be, igned prior to requesting a certificate of occupancy and any required escrow in lieu of the construction of such items leeds to be paid in full. . 5. If applicable to the site, streetlight requirements per Excel Energy design location shall be completely inst; iled. 6. If applicable, all City of Wheat Ridge approved surveying documents, such as the Final Plat andlor requir ,d separate easement instruments must be recorded at the Jefferson County Clerk and Recorders Office. 7. Removal and replacement of all damaged public improvements. sidewalks, driveways, curb/gutter. etc. 8. Installation of all public improvements, traffic control devices and signage per plan, zoning code ane/or Public Works requirements. FIRE DISTRICT: I. Completion ofFu-e Department access requirements a. Surrnce 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 legible from the street or road fruting 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 approval from Fire Inspector d. Remote annunciator installed and located per Fire Department requirements. CERTIFlCATE OF OCCUPANCY CHECKUST _ Po.. 2 6. Fire Alarms a. Tested b. Inspected c. Approved with signature on inspection card or letter of approval from Fire Inspector d. Remote annunciator installed and located per Fire Department requirements. 7. Exit and egress requirements are completed, Le. exit signs, emergency lighting, etc. CITY CLERKS OFFICE: I. The owner or tenant of ANY buildings, offices, apartments or stores. etc. must apply for a business lic, ose prior to a Certificate of Occupancy being issued. Contact: Dema Brianza. 303-235-2820. BUILDING DIVISION: I. Landscaping complete and sign-off from Planning Department _ Yes _ No 2. COMMERCIAL -- Drainage Certification Letter to Puhlic Works Department _ Yes _ No 3. RESIDENTIAL -Improvement Location Certificate with overlot final 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 construction debris. 10. Finish grading to be completed for positive drainage away from building. 11. Submit an Improvement Location Certificate to show all Structure dimensions, setbacks, easements. fin.;h floor and site drainage elevations. 12. All subcontractors (electrical, plumbing and mechanical) are required to request and pass their final inspe tions. 13. Special inspection and engineers letters are to be submitted as required by Uniform Building Code, ChaF.er 17, 1997 Edition. 14. Elevators are to be inspected and approved by DRCOG State Elevator Inspector. 15. Building addresses or numbers are posted, to be plainly visible and legible from the street or roadionting the property. Said numbers shall contrast with their background and shall 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. (see attached) 19. RESIDENTIAL - Certificate of Occupancy Checklist is complete. (see aI/ached) .. Note: Not all listed items may be relevant to every oroiect CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPARTMENT RESIDENTIAL CERTIFICATE OF OCCUPANCY CHECKLIST" G--" ----..., Add s /Q J~ F\ c 0;:,<:...- T .--- -~~ :>, ~~.-d-I'P~ SITE: lni~ C' _ . . lII.--'7(fllandscapmg IS completed per zonmg regulallons. (To be CQmpl<led IUId IlJ1pToved PRIOR 10 req.esling 'jinlll insp<<:tion) c-/The Public Works Department has inspected public improvements and any damage has been repaired. To be c!!!pplded tuulllJ1PT""ed fl!lQl!. to requesting" ji1uU inspu:tion) ~provement Location Certificate (prepared by a Colerode licensed PiS) with spot elevations and draina, . arrows to be snbmitted with certificate of occupancy application (SEE EXAMPLE) EXTERIOR: lni~ C-- _ ~ddress posted ~Weather tight structure - paint, primed, caulking, etc llY'Exterior wall penetration sealed ~Il hose bib to be equipped with vacuum breakers or anti-siphon valves c--'" Gas pipe painted IIY1;xterior guardrails (36" high) and l\ajldrails (34".38'"from nose of tread) installed ~xterior deck - Yes . No ~ Gl""" Ledger bolts installed llV" Exterior light fixtures installed ar:fxterior GFCI receptacles (front & rear exterior doors) GARAGE: lni~ C -' ~arage doors ins~ ~arage door opener - Yes ---' No_ O---Garage door reversing mechanism installed and functioning lIr4'ire rating ofwalls and ceiling (two layer on ceiling ifframing members are space greall!T than 16" o.c.) VGJCI outlet mounted not less than 18" above floor of bottom of box ~yage steps and handrail installed ~olid core door with closure between house and garage. KITCHEN: lnitie- C' -' fJ""GFCI outlets (two circt1i1S minimwn) lIY' Kitchen sink installed with hot/cold water llV Garbage disposal Iii"'" Qj$IrIvasher properly connected (electrical, p1vmbin&i ~ge hood RESIDENTIAL - CERTIFICATE OF OCCUPANCY CHECKLIST _ P... 2 GENERAL: Ini~ ~_ ~witch and recep~er plates ~ght fixtures installed ~moke detector installed, location, AlC power, tested g...--t;loset Jights, type, style and location p... NEC requirements ~drail height and wall returns (34'"-38 "from nose oflTead) ~Guardrail height and baluster spacing (36" high with balusters spaced such thai 0 sphere 4" in diometer CIlm.)1 pass Ihrough) fiJ/Environmental air duct registers and diffusers installed ~indowscr~nsinstalled ~ess windows m~t egress requirements iYjj;throom sinks installed with hot/cold water .g/ Jublshowers complete with hot/cold water ~T.ile surfaces grouted/sealed and complete ~ater closet installed with proper clearances, shut-off and caulked to floor at base ~aust fan or window sized not Jess than 1/20 the floor area or minimum of 1-112 sq ft in size ~ C!ierreceptacle functioning and located per NEC requirements IV"'facuzzi tub - o GFCI protection o Access location, readily accessible without use of special tools or knowledge ~pered glazing c-No un-vented gas appliances shall be installed BASMENTICRAWLSPACE: ~ ~_ Nt ~ Basement - Finished Unfinished _ Partial _ # of rooms t>>-'" Stair handrail height and wall returns (34 "-38 "from nose of tread I3V'Underside of basement stairs fire protected if open for storage ~teel beam pockets grouted c:v-1;upport columns are plumb and properly secured at floor and at beam IIY'..-Smoke detector installed, location, AlC power, tested sr" Crawl space X o UndCillOOr access size (18"x 24'") o Support.columns are plumb and properly secured at base and at beam o Furnace- A Yes _No o Water beat... _ Yes 4-No o Com bustion air o GFCI service receptacle (required ifjUmace or Waler healer are located in space) o Switched light (required iffwnace or water heater are localed in space) o Under floor ventilation o Concrete slab --.X- o Structw-al wood floor _ o Under floor access size (18 "x 24") o Under floor ventilation o Under floor clearance (18" 10 bottom qfj/oor joist, 12" 10 bottom of beams) G-Sump pump installed per plumbing code 'l;Y"""Sewage ejector installed p... plumbing code VFloor draiD liV'Mecbanical equipment working clearances llY"Mechanical equipment venting complete per code lY' Pressure relief valve drain terminated between 6"-12" above floor P/ Water heat... installed in drain pan iflocated on wood flooring .. Note: Not aU listed items mav be relevant to every DroieeL .~~ ~ 'THE EINTRAUB l~ORGANIZATlON LTD Foundation Compliance Form Date: 5/13/20:4 CONSTRUCTION SITE ADDRESS: 4672 Flower Street (Bldg. 4) Subdivision: Garrison Village Lot 1 Block 1 BUILDER'S NAME AND PHONE: Centex Homes 9250 E. Costilla Avenue Suite 200 Englewood, CO 80112 (303) 792-98 JO l/We hereby state that the following portions of the foundation system for the above referenced pn iect were constructed in substantial conformance with the foundation plans and specifications designe< for this project and the site where it is constructed. Date 5/5/2004 Inspector's Initials: CM Inspection Type: SF - Footing / Pad Inspection 51712004 CM SF - Foundation Wall Inspection ,......" 6000 EAST EVANS AVENUE. BUILDING 2, SUITE 100 . DENVER, COLORADO 80222 . 1303) 504-9330 . FA:: 1303) 504.9620 Date 5/5/2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. Goo-03007 Billino Group No. 0059 woo: PO#: FOOTING / PAD INSPECTIOI\ Inspector ~GN~/S J'V'UJUl€1\ Time of Inspection 2:00 PM Location: Block: 1 Lot: 1 Subdivision Garrison Village Address 4672 Flower Street (Bldg. .1) O.erall Results . Pass Add! Time DNA on Site Hrs. D Fail (Reinspect i1eq'd) Item #(5) 01 Failed Iter 1(5) EPO GS4672 Lot Specifics Order No.: 24949 StructFloor: None Model: F-1 Elevation: B Garaoe: 1 BasementType: Crawl FoundationTyoe: CSF hts',ec1ioll Cbecklist Field Sketch Item Description 1. Condition of Soil Pass Fail liJD Refer to N/A Comments D D Upper Level... ...... ....$Cl<:).~...... ~~~~;. ~~~;.'."."..'i)/A...'.".'.'.'...'..'" .......... Comments Pi1 C 1,..1L cJJ ~ OJ~. ......J 010 1Jo::li:~ ~.~ ~, ]6{ wrt 'Sto.!- D~ 2. Foolinn Width I Depth 3. F oolino Fleinlorcino 4. Footino Placement 5. Void Form 8ize............ ........In. Placement 6. Vertical Dowels 7. Other..................... Other...................... Other. B. Desian Bearin. Pressures Max. ..z..,.~...PSF Min. .. .......X>..... PSF [E D D D 0 D rn 0 ~ D D ~ D 0 ~ D D D OCJ D D [X] 0 ri2l D D D 0 D D D D 0 D 0 D 00 D 0 0 Reference Number: : : : : 1: : : : : : : : : : : : : : : ..._i._..i...._i._..!,....1..~.i.....\..,..i_M.!.._.i_...!...Mi._..i.....1.....;....1....;....!._..L._I.." ; ; ; ; ; ; ; 1 ; ; ; 1 . 1 ; 1 ; ; ; ; . . . . . . . . . , . . , . . . . . . ' ...-...............,.,...'................._.....,................,.--.,....--.,...-.........,......., ...J....L.-l....L...l..,.,L..,i.....L..1....L.L..,.i.....L..-1._..t..-1.....L...L....!... J.", :::=!:=::t:,~::=::}.::,;::,::~.::..;.:::::~::~:~.;~::~::::.;....,~...,::,:::~::~i=:::::==::::~::::=::, .....,..... .,.,... ,...,...'...,..........'....,.......,....,...........,~,... ........,,'...,.'.... " .. . . . . ' . , . . , , . ,.~\~-~R+.-1--\...-\.... . . . . . . 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"16'7:1... ~ 'S:t.( 5LOG 4) Weather Precautions: Comments Comments Notes: HD Description of Problem 6000 EAST EVANS AVENUE.- BUILDING 2, 8UITE 100 -- DENVER, CO -. (303)504-9933 -- FAX (30~, 504-9620 COPYRIGHT@ THE WEINTRAUB ORGANIZATION, L TO, 1998 ~, Date 5f7J2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No, Goo-03007 BillinQ Group No, 0069 WO#: PO#; FOUNDATION WALL Ir-SPECfION Inspector Time of Inspection Location: BlocK: Subdivision Address Moulder, Chris 1:00 pm 1 Lot: 1 Garrison Village 4672 Flower Street (Bldg, . ) Overall Results . Pass IAdd'l Time 0 NA Ion Site Hrs. D Fail (Reinspect leq'd) Item #(s) of Failed Iten :s) EPO GS4672 Lot Soecifics Order No . 24949 StructFloor: None Model: F-1 Elevation: B GaraQe: 1 BasementTvpe: Crawl FoundationTvoe: CSF IllS ectioll Checklist Field Sketch Referta Item Descri lion Pass Fail N/A Comments 1. Foundation La H!iJ 0 0 0 2. [K] 0 0 0 3. Ali nment W I Pier 0 D 0 4, Counter/arts D 0 ~ D 5. To Il. Bot. Reinforcin 00 D D I5tJ 6. Hariz, & Vert. Reinfarcin IX] 0 D D 7. Corner & Intersection Rein! LID D D 8, Window Reinforcin D 0 ~ D 9. 00 0 D 0 m D D lliJ 0 Size ,.. .. ...... .....in, D D ~ D Placement D D [K] 0 11 Debne in F ormwork @ D D 0 12, Rebar Cleanliness D D D 13. Rebar Placement D D D 1..t HDlddowno 0 !Xl 0 [K] 15, Electrical Ground D D ~ D 16, Other...... ............ D D D D ..,......,......,......... D D D D WUlher PI eC,l\llil>ns COm1ll91lf$ Comments Notes: HD Reference Number: ~__L._i._i~..,!.....i_..L....L ; .._L~..L_.L-.t...L.., :.....L.-l.-..i..-.t.-L.-l. l.....L._L...l....l...~_.. .._.~_..~.._!._j.....j.._..;.,....!......!._ ...i......L.__L. ._.!._..!.".. _J..._!.....!......i._!._...L I , , , I . . . . . - ..,.;..._.::',.,.,~.--;"...,.:;!_".:.,,-~,....:,--". ! ! ! ! ! ! ~! ! ~ ! ! ~ !!!!! ~ ......:... . '.-rT'-j-T"T'T..T"TM. "-rTT~rT~' -T'-'.~'.;.~rr.T i ! t tIt ::::,.~.:::r.:::!:::r::::1:::::;:::r:::;.'::. ~:r:::~.' :::;.:::::r.,.~ ,.,+...(-!,-,+..+~+..-! ;.... 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"~,f",,f..~!._.!.,..'l'.., '1..,.!".,.1",.~ '.-l'-'+..i.'-'l-.'~..'''1''.''!''-!._.'!'..''~'-'~''''; '~'''.'~'''+''!''''1'''.1~'' .._.t-..t..-:._.;,....:.....;.".:...'.i....l"~;.-..:..':'.~':~";"".:-.-.,..~l'-":."":.M.:_..,' .;....-:...-l'...:...":....j-.. ::::t:::~:::!:::!:::t:::!::::t::::l:::~t:::\::::~:::!::::!:::;:::::!:::::t:::!::::l::::!:::!:::{,.. .~l::::~:::~:::~::~~t:: ::::!:::t:::!:::Lr:ri:EI:i:l:E::J::EEEEfJ:[i.:i:::I]:M:: ~;t7~ ~:A~. (KJRv<:k~~TjN II --;J':> ~.snu DOIMllullV<' r?R. .I.AN Description of Problem 6dILOOOO EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, CO -- (303) 504-9933 <<- FAX (3D:' 504-9620 r COPYRIGHT@ THE WEINTRAUB ORGANIZATION, LTD, 1998 ~~ ~\<". FORM CHECK ~ ~:j:? ~ . ~200 EAST DRY CREEK ROAD ~ UNIT 0 204 ENGLEWOOD, COLORADO 80112 I', I " I " R~22 ", S.OO' ", DRAINAGE ESMT , '- '- '- . -----l I I I 18.7' I . I I I I I I I I I I 17.8' I . I I I I I I I I I 18.8' I . I I I --_ I -", ~. I ':v J I- ::::E Vl w Vl Vl w U U <( ~ >- I- -l I- ::J -.;t -~ I---~----- I I I I ~ CLIENT: CENTEX HOMES SURVEY: 110628 DATE: 05/12/04 ADDRESS: 4672 FLOWER STREET o 20 40 -.JIL Z Jl ~ SCALE: 1" = 20' 1 0' ESMT ------------------- L{) N o L{) 1'0 o L{) 1'0 o L{) N 19.0' #4672 PLAN F-1B TOF 44.35 18.0' ~ I I I I I I 19.0' I I I I I --------1 I I I I I I I I I I o ~ ~ DETENTION POND LEGAL LOT 1, BLOCK 1, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 60 I- ::::E Vl w Vl Vl w U U <( ~ >- I- -l I- :::> - o 1'1") CERTIFICATION: I, DANIEL J. KALMES, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CUTIFY THAT ON 05/12/2004. A SURVEY WAS MADE OF LOT 1, BLOCK 1, GARRISON VILLAGE, CITY OF WHEAT .<IDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, UNDER MY SUPERVISION. THE PLAT HEREIN IS A TRUE, CORI ECT, AND ACCURATE REPRESENTATION OF THE PROPERTY AS DETERMINED BY SURVEY. THE LINES AND DIMEN'IONS OF THE SAID PROPERTY BEING AS INDICATED ON THE PLAT. THE SIZE, LOCATION, AND TYPE OF BUILDINGS AND IMPROVEMENTS ARE AS SHOWN. ALL IMPROVEMENTS BEING WITHIN THE BOUNDARIES OF THE PROPUTY, SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED. THERE ARE NO ENCROACHMENTS, EA: EMENTS, RIGHT OF WAYS, OR PASSAGEWAYS ACROSS SAID PREMISES, EXCEPT AS SHOWN. FILE NAME: L 1B1.DWG 08/10/2004 07:51 FAX 303 773 8776 KIOl ~1\(4' FINAL ILC 7200 EAST DRY CREEK ROAD UNIT D 204 ENGlEWOOD, COLORADO 80112 CLltNT: . ~NTn HOlIES SUllVEY: 111787 OATE: 08 09 04 AoollESS: il672 FlOWER STREET o : 20 40 , -- 'SCALE: I" = 20' 10' ESlAT - ....z '" .. '" U'l ~- 18.9 " ,..: ~ % if COlIC 1.a Ie '" ....., ~ 17.8' "' ~ - L COlIC ... N .., 18.9' 7 o U'i '" -----l I I I '" .. N em. 013.7 COlIC ,..: 16.35 #4672 PLAN F-1B 19.0 13.70 ,..: ... ,..: S - .0 "' ~ -IA 18.9' If) ~ 114676 114674 S PLAN F-1B P~A ... 16.35 ,..: em. CONC I I I , I , I --.,........ , I o ci: I - ~-----------------=:--1---1 DRAINAGE E:SMT fil003/009 60 -: >-- :!: tn W tn tn W U U <( ol:S >- >-- :J i= ::> o '" ~ Lor 1, BLOCK 1, GAIllltSON VILlAGE, CITY' OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF COLORAOO IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTln<;ATE WAS PREPARED FOR CENTEX HOMES, THAT IT IS NOT A LAND SURVEY PlAT OR IMPROVEMENT SURVEY PLAT AND IT IS NOT TO 8E REUED UPON FOR THE ESTABUSHMENr' OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT UNES. ' I FURTHER CERrlFY rHAr THE IMPROVEMENTS ON THE ABOVE pESCRIBED PROPERTY ON THIS 9TH DAY OF AUGUST, 2004, EXCEPT UTlUTY CONNECrlOtllS, ARE ENflRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT tHERE ARE NO VISIBLE ENCROACHMENTS ON THE DESCRIBED PREMISES BY ANY IMPR<1\'EMENTS N ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS ..." . T EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PA .~, p. . .' L, EXCEPT AS NOTED. ... J. ~"""i.);" THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCH TO : ~ INE 0 '. . stJlP AND EtlIS.OJ.j~<;'ORD.. ....,.. :~. tlM08 .:.:} '. ... [fJ" j//, .> ',~ .:;.-" ~ .- - '.r..i<- ,'- ~~ -' -,"-'-; <1....~ ,-'-"'}IO; ~;' DANIEL J. KALMES LS 16409':', ,~':"1!1~ FILE NANE; llBl.OWO ~TE: , 004 08/10/Z004 07:50 FAX 303 773 8776 KIID CUEHT: l;EHTEX HOliES SURVEY: '111787 DATE: 08/09/04 ADDRESS: 14672 flOWER STREET o 20 40 FINAL ILC 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COlORADO 80112 - 10' ESlAT -----l I I I '" ... '" en ... '" ~ '" '" '" 7 CO\'. 013.7 COlIC r..: 19.0' N 16.35 ~ #4672 1.0 I COlIC PLAN F-1B III ""'" oj 11.8' ~ III #4674 oj DR" ~ P~A 1. COlIC 18.9' -IA #4676 PLAN F-1B 16.35 CI1Y. COlIC DRAINAGE EStolT SCALE: ,. = 20' . +"z 1aI002J009 60 I- ::::IE tn UJ tn tn UJ c..> c..> <( .:g ~ I- ....J I- :::> o t<") lli!l. LO! I, BLOCK I, GARRISON VIUAGl:, CITY' Of WHEAT RIDGE, COUNTY Of JEffERSON, STATE Of COLORADO IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIfY THAT THIS IMPROVEMENT LOCATION CERTlflqArE WAS PREPARED fOR CENTEX HOMES, THAr IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT AND IT IS NOT TO BE RELIED UPON fOR THE ESTABLISHMENT Of rENCE, BUILOING, OR OTHER fUTURE IMPROVEMENT LINES. I fURrHER CERTIfY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PROPERTY ON THIS 9TH DAY Of AUGUSr, 2004, EXCEPT UTILITY CONNECTlOtlS, ARE ENTIRELY WITHIN THE BOUNDARIES Of THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO VISIBLE ENCROACHMENTS ON THE DESCRIBED PREMISES BY ANY IMPROi/[M . Y AOJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE! I .... ~l'.,. EVIDENCE OR SIGN Of ANY EASEMENT CROSSING OR BURDENING ANY P .~;;- "'~RCEi}. ~~~i~E:itrt~~~DDOES NOT CONSTITUTE A TITLE SEARCH TO .;,( MItJE..gW~R~~IP AND EASEMENTS Of RECORD. . 'Eo 1ilRW . r-J ~ nt _V/J .,t" ~-j~ K~'ES'lS~6~~~ Ao ') ~!~~, riLE NAllE: L1Bl.DWG DATE: AUGUST 9. 2004 I"v- I 18.9 -ria 39'i;ld S3~OH X31N3:J LS9SEZ:1l'EIaE '1' ,. El'ee .eel/Ee/el Date: (;/30/ fJ Y .4. Certificate of Occupancy or Completion has been requested for: AoDR~88: ~7f;:::J~ Sf PuRP08~ or 8TRucruR~: -5/-;a-&..e U /, Ad; t.) Building Department Approval: ~ ;!f. 3!-06/ / Remarks: Zoning Approval: ~'\./CA.. ? 9,.(-v~ Remarks: Remarks: Public Works Approval: 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 JOBADDRESS-1-fo/4 PlOlV0V Sf- BUILDING p~iS (p OWNER Ie ~ J. nLl CONTRACTOR WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD 4 ~x ~T: DATE ISSUED -1.1 , 4-104-- I TYPE! OCCUPANCY I SETBACKS FROM PROPERTY LINES NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION [ DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing $- \1- 0 '1 ~ POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) SER"tt. u.~ Icc-~~' ~ Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED - l'\ ""-At,,,,- - <,S'-O<{ C, - <-,>-cf-+ ~- <.S;--Oq ( -~S -(q Framing Insulation 6>\(. <c - <..5 - Ol\ ~ -- ~(, -<)'-1 Drywall Nailing Roofing Refrigeration Electrical Underground 7-((,-Ot..j. Final Electrical Plumbing Heating & Ventilation Frame R.OW. & Drainage Fire Department Parking & Landscaping -() g~ <..~_<,t -- <...>.-.(\~j ~ _ L',."-Oc/ ~ -- <,S..--<...., \AYt! OA., l OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER APPLICATION FOR CERTIFICATE OF OCCUPANCY City of Wheat Ridge - Building Division O~~~ ~ Permit Num r . 5 in Address ._\ c \ \ 'Q t- S__ i9-IIIEW RESIDENTIAL Single Family Two Family (duplex) 81'<EW MUL TI-FAMIL Y # of unils L\- Fire Sonnkled YES I NO Fire Alarm YES I NO o NEW COMMERCiAL SQ FT (complete InfO/1T1atlon belw) Business Name (' _E.. N "\ '2. ~ ~.,., ""'- e. '; Telephone ~ o~ - <\.d.-..:< .' '-) <::.o'~ Business Type \l.. c ~ ~ \::::? u , \. J Use of Space Previous Business Type Previous Use of Space THIS USE WOULD BE DESCRIBED AS: SUile/Bld~ ~ ~ o Newly Constructed Building o Existing Building Pi.... .n,w" the followlna: 1. Fire Sprinkled 2. Fir. Alann 3. Operations will produce dusUwood shavings or similar maleriais 4. Operations will involve the repair or replacement of automobile parts If YES: Describe the components repaired or replaced. o Additional Occupant o Chang. of Us. o Change of Occupant YEi YE NO YE 0 YES Does the operation involve the use of open flam. or welding? 5. Is the business a drinking, dining or assembly use that will have an occupancy of more than 50 pe"ons and/or selVes alcohol? 6. Which of the following best describes your operation? Office Only RelailSales Warehouse RestauranUTak. Out Food MedicaVDenlai ManufacturingIDisllibution (des<:ribe process end end product) YESaQ) YEs:[(jQ) Other ~ 'No building or structure shalf be USED or OCCUPIED, and no change in the existing occupancy classification of 8 bU/1ding or structure or portion thereo; ;hsll be made until the Codes Administrator has issued 8 certific8ie .of occupancy therefore as provided herein,. .Issuance of 8 certifICate d occupancy shall not be construed 8S an approval of 8 violation of the provisions of this code or 01 other ordinances of the juri~ ,lie/ion.' Sedon lot, Uniform Building Cod.1JJ7 Edl1lon NO rEMPORARY CERrlFlCATE OF OCCUPANCY Wn.L BE ISSUED A separate appbtion is required for each tenant finish space and/or bulfding. I HEARBY CERTIFY THAT I HAVE READ AND UNDERSTAND THIS APPLICATION AND KNOW THE SAME TO BE TRU< AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHf THER SPECIFIED OR NOT. ISSUANCE OF A CERTIFICATE OF OCCUPANCY SHALL NOT BE CONSTRUED AS AN APPROVAL 0; ANY VIOLATIONS OF THE PROVISIONS OFT,HIS C ,oE OR OF ANY OTHE/l ORDINANCES O~lIlfMENTS\lFTH~URISDICII J{l. SignatureofApp nt L ," . " ~,~" D~- ~\_~'\: . " Contact Name:(print) ; \ N \6. Phone::3 D:~ 4 ~ . lj <' , 0 . do... City of Wheat Ridge, 7500 W. 29~ Ave. Wheat Ridge, CO 80215 (303) 235-2855 Web Site: www.ci.whealridoe.co.us CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPARTMENT CERTIFICATE OF OCCUPANCY CHECKLlST** The fOllowing items must be comnleted before a Certificate ofOccupancv will be issued. PLANNING DEPARTMENT REOUlREMENTS: I. Compliance with all relevant ordinances, resolutions, variances, approved site plan, etc. 2. Completion of all landscaping per plan and/or Zoning Code. 3. Completion of all parking improvements and driveway connections 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 surrounding sites. 7. Removal of all construction signs, banners, etc. 8. Separate permits must be obtained for permanent signs with the permit being approved prior to installatic I of signs. 9. Separate permits shall be obtained for fences and/or retaining walls exceeding 48" in height, if not "dicated on approved plans. PUBLIC WORKS DEPARTMENT: 1. Compliance with all relevant ordinances, resolutions. variances, special exceptions, etc. 2. Site grading to be completed for positive drainage away from building and if applicable, in compliar;e with the overall grading plan(s). 3. A Drainage Certification Letter is to be furnished from the engineer of record stating that the paving a. d drainage improvements have been installed per approved plans and specification. 4. If the property is affected by Streetscape requirements, any required Maintenance Agreement needs to be, igned prior to requesting a certificate of occupancy and any required escrow in lieu of the construction of such items leeds to be paid in full. . 5. Ifapplicable to the site, streetlight requirements per Excel Energy design location shall be completely insUled. 6. If applicable, all City of Wheat Ridge approved surveying documents, such as the Final Plat and/or requir cd separate easement instruments must be recorded at the Jefferson County Clerk and Recorders Office. 7. Removal and replacement of all damaged public improvements, sidewalks, driveways, curb/gutter, etc. 8. Installation of all public improvements. traffic control devices and signage per plan, zoning code an, lOr Public Works requirements. FIRE DISTRICT: I. Completion ofFrre Department access requirements a. Surmce 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 legible from the street or road frc lting 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. Inspectedc. Approved with signature on inspection card or letter of approval from Fire Inspector d. Remote annunciator installed and located per Fire Department requirements. CERTIFICATE OF OCCUPANCY CHECKLIST _ Pa2< 2 6. Fire Alarms a. Tested b. Inspected c. Approved with signature on inspection card or letter of approval from Fire Inspector d. Remote annunciator installed and located per Fire Department requirements. 7. Exit and egress requirements are completed, i.e. exit signs, emergency lighting, etc. CITY CLERKS OFFICE: 1. The owner or tenant of ANY buildings, offices, apartments or stores, etc. must apply for a business lic, ose prior to a Certificate of Occupancy being issued. Contact: Dema Brianza 303-235-2820. BUILDING DIVISION: I. Landscaping complete and sign-off from Planning Department _ Yes _ No 2. COMMERCIAL -- Drainage Certification Letter to Public Works Department _ Yes _ No 3. RESIDENTIAL - Improvement Location Certificate with overlot final 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 construction debris. 10. Finish grading to be completed for positive drainage away from building. 1 J. Submit an Improvement Location Certificate to show all structure dimensions, setbacks, easements, fin. ih floor and site drainage elevations. 12. All subcontractors (electrical, plumbing and mechanical) are required to request and pass their final inspe ;tions. 13. Special inspection and engineers letters are to be submitted as required by Uniform Building Code, ChaI.er 17, 1997 Edition. 14. Elevators are to be inspected and approved by DRCOG State Elevator Inspector. IS. Building addresses or numbers are posted. to be plainly visible and legible from the street or road ronting the property. Said numbers shall contrast with their background and shall 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. (see attached) 19. RESIDENTIAL - Certificate of Occupancy Checklist is complete. (see attached) ** Note: Not all listed items mav be relevant to every Droiect. CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPARTMENT RESIDENTIAL CERTIFICATE OF OCCUPANCY CHECKLIST** ~.., ~\ Add s )4,) F\Qu;:,~\ ~_u__~ :;"\ r:;;; '2, - J. \-:.oc:( SITE: lni~ C' __. . ~llandscapmg IS completed per zonmg regulatIOns. (To ~ completed tlIUi IIfJpToved PRIOR 10 requesting ,final illSpec1ion) o-/The Public Works Department has inspected public improvements and any damage has been repaired. To ~ c'!!J1Pkled tuJd IIppToved lJ1lQB tIJ relf"Uling "./i1IIIl inspectjon) ~provement Location Certificate (prepared by a Coiorado licensed PIS) with spot elevations and drainag: arrows to be submitted with certificate of occupancy application (SEE EXAMPLE) EXTERlOR: lni~ C-- _ ~ddress posted rWeather tight structure - paint, primed, caulking, etc IlY1ixterior wan penetration sealed {Y'"'""'AIl hose bib to be equipped with vacuum breakers or anti-siphon valves ty'"" Gas pipe painted IIY4;xterior guardrails (36" high) and Q.3j1drails (34 ".38 "from nose of tread) installed llV1':xterior deck - Yes , No ~ cr- Ledger bolts installed []J/' Exterior light fixtures installed ~xterior GFCI receptacles (front & rear exierior doors) GARAGE: lnj~ C .J lY"'Garage doors ins~ rr--Garage door opener - Yes --' No _ IY"""Garage door reversing mechanism installed and functioning lll-4'ire rating of walls and ceiling (two layer on ceiling (framing members are space greater than 16" o.c.) VG~I outlet mounted not less than 18" above floor of bottom of box ~yage steps and handrail installed ~olid core door with closure between house and garage. KITCHEN: lni~ C' -' _ EY"GFCI outlets (two ciralits mini""",,) IlY' Kitchen sink installed with hot/cold water llv' Garbage disposal Iii""" I2i.oIrwasher properly connected (e1et:trical, plumbing) ~ge hood RESIDENTIAL. CERTIFICA IT OF OCCUPANCY cm:CKI.IST _ P... 2 GENERAL: Ini~ ~_ ~witch and receptacle cover plates g..--Ifght fixtures installed c.--s"moke detector installed, location, AlC power. tested \)./Closet lights, type, style and location per NEC requirements !iV'1'landrail height and wall returns (34'"-38 "from nose ofITead) r;r/Guardrail height and baluster spacing (36" high with balusters spaced such thai a sphere 4" in diameter CQ7IJ. Jt pass through) IiY'};nvironmental air duct registers and diffusers installed ~indow screens installed ltY"1;gress windows meet egress requirements c/Bathroom sinks installed with hot/cold water .g/' Job/showers complete with hot/cold water Iil"""Tile surfaces grouted/sealed and complete I!l/\Vater closet installed with proper clearances, shut-off and caulked to floor at base ~aust fan or window sized not less than 1/20 the floor area or minimum of 1-1/2 sq ft in size ~ ~eceptacle functioning and located per NEC requirements llV'""facuzzi tub - o GFCI protection o Access location, readily accessible without use of special tools or knowledge u....-:rCmpered glazing Q.--No un-vented gas appliances shall be installed BASMENT I CRAWL SPACE: ~ C )_ N{ ~ Basement - Finished Unfinished _ Partial _ # of rooms liV Stair handrail height and wall returns (34" .3S" from nose of ITead ijj./Underside of basement stairs fire protected ifopen for storage ~teel beam pockets grouted ~upport columns are plumb and properly secured at floor and at beam lIV'...5moke detector installed, location, AlC power, tested tiir'" Crawl space. X o UndCttlOOr access size (1S"x 24'") o Support.columns are plumb and properly secured at base and at beam o Furnace- .4 Yes _No o Water heater_ Yes -X-No o Com bustion air o GFCI service receptacle (required if.fumaa or water heater are located in space) o Switched light (requiTed ifjumace or water heater are located in space) o Under floor ventilation o Concrete slab -L o Structural wood floor _ o Under floor access size (1S"x 24") o Under floor ventilation o Under floor clearance (1S" to bOllom ofj/OO/" joist, 12" to bOllom of beams) t;!--Sump pump installed per plumbing code D--'"'"'Sewage ejector installed per plumbing code c----'Floor draiD C/Mechanica1 equipment working clearances lIV'"""'Mechanical equipment venting complete per code V Pressure relief valve drain terminated between 6"-12" above floor p/ Water heater installed in drain pan if located on wood flooring .. Note: Not anUs/ed items mav be relevant to eve" Droiecl 'llJEEINTRAUB II ORGANIZA nON L TD Foundation Compliance Form Date: 5/13/2C)4 CONSTRUCTION SITE ADDRESS: 4674 Flower Street (Bldg. 4) Subdivision: Garrison Village Lot 1 Block 1 BUILDER'S NAME AND PHONE: Centex Homes 9250 E. Costilla Avenue Suite 200 Englewood, CO 80112 (303) 792-9810 l/We hereby state that the following portions of the foundation system for the above referenced pi lject were constructed in substantial conformance with the foundation plans and specifications designe I for this project and the sile where it is constructed. Date 5/5/2004 5/7/2004 Inspector's Initials: CM Inspection Type: SF - Footinl!; 1 Pad Inspection CM SF - Foundation Wall Inspection ... 6000 EAST EVANS AVENUE. BUILDING 2. SUITE 100 . DENVER. COLORADO 80222 . (303) 504.9330 . FX: 1303) 504.9620 Date 5/5/2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. GOO-03007 BWint! Group No. 0061 WO#: PO#: FOOTING I PAD INSPECTIOl' Inspector ~ C.HRIS tfouu>€R. Time of Inspection 2:00 PM Location: Block: 1 Lot: 1 Subdivision Garrison Village Address 4674 Flower Street (Bldg. 4) Overall Resulls . Pass IAdd'l Time. 0 NA Ion Site Hrs o Fail (Reinspect Raq'd) Item #(s) of Failed Iter l(S) EPO GS4674 Lot Soecifics Order No . 24950 StructFloor: None Model: F-1 Elevation: A Garaoe: 1 BasementTvoe: Crawl FoundationTvpe: CSF "h kr Fiel') Sketch Comments Comments [.4) (' k.h-"Jj ~~ ~ ~~~. ~ Wo:t ~~ ])~ IlSIJllctum l_ ee 1St Refer to Item Description Pass Fail N/A Comments 1. Condition of Soil liJ 0 0 0 Upper Level........... ..G90~.. "..,..................., ~~:r ~~~;............ ........... -.;J./4... ........ ...... .... ...... ,......".....................................".........,,,............... 2. F oolino Width I Death lKl D D D 3. F ootino Reinforcino 0 0 00 0 4. F ootino Placement 00 D D I1tl 5. Void Form Siz......................ln. 0 0 ~ 0 Placement 0 0 W 0 6. Vertical Dowels 0 00 0 ~ 7. Other......... 0 0 0 0 ...'.....,.., Other...... 0 D D 0 " ". . ,. ,.. ... , Other... D D D D 8. Desion Bearina Pressures Ii] D 0 0 Max. ...z.,9.C).~... ..PSF Min. ........~.......PSF Comments Notes: HD Reference Number: : , , : : , , : , :, ,::,.,::, : ::=1::::}:::1::::\~::;:::::;.:::~::~:;~::1::~:;~::1~::.! "'::1::::1:~::}: 1::::}:::J::::l=~1:::, :::t:::l=:r:::!::::j=:::j:::: ...Ir~E ...;....;I....1:]:/:..I..::..:..:.:I:t.:).::[:I::lI::. .:1::1:+:: :::1:.:..:': ; ; j ":,,:,.: i ; : ; i ; j ,.. .. .'..;'.";'"'-1' .:: :::'1:::::j:::::r::::l=::~::=:!=:,'~:::::I, :.;...:::":::~::=r=::~::=j:::::!::'.'!" :::'1::=:i=::1:=, =:::::::::1:::: t ;: 1 t; . I ; I I . I . . I I I I I ill i "..r""f".r... .'..r...;...'t"'.';...T...i"..l..-.; .T..'T....f'..i...'f.-i....1....'i'." , .,..'....~,.",.... ,."'.....1,....1,..,.'"...:..",,....:..._,. ..'...'.,."..~..",."..~...l.....'.....,.... ::~:,'::::,.i.:::J,:::. ::::t,:.::::,i:::: ! !! ! J ! ! ! ! ! ! ! ! ! ! ! ! ! ! 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"-f....j-.i....i....'jw..j_. ~:i:::tj::J:::I:~ii:Jlt!H~t:Er:t:':~Ei::J::t: :t~:I~.I~tl~-J~. ..."!."..~...i,,,,,i...,,i..,.,i....4..,..i,,..4..~.r,,.~...,,1.,...!..."f.....~..Mi._..~.."i.....i"..,i,.",.,..i.,.,!...~..mLL.. ,.._I,,,,.l..J,...L...l.,,,J.....I..,,J...J...,I,,...l.....I.....l...,.l.,...:...Ml,.,.L.,Ml.....I....,:..." ....t.."J~.J..~., '_.. , , I 1 , , , , " , , , , , , , , " "" I ..'''!..,+..+..+..+,..,i,....!.....1"..~..,,'!-''1..',.i-...~,.,,,1,...+.,+,,.+..+..+..,,;..., ..+...,1",.~,.".;"',., ~-.i.... -4Y1~ . r~ '5;t, Weather Precaulions: Description of Problem 6000 EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, CO -- (303) 504-9933 -" FAX (303. 504-9620 COPYRIGHT@ THE WEINTRAUB ORGANIZATION, L TO, 1998 LTD Date SnJ2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. GOO-03007 BillinQ Group No. 0067 WO#: PO#: EPO GS4674 Lot Specifics Order No.' 249S0 FOUNDATIoN WALL Il\SPECTION Inspector Moulder, Chris Time of Inspection 1 :00 pm Location: Block: 1 Lot: 1 Subdivision Garrison Village Address 4674 Flower Street (Bldg. L, Overall Results . Pass Add'l Time ON.A. on Site Hrs. o Fail (Reinspect :.eq'd) Item #(s) of Failed Iterr, s) StructFloor: None Model: F-1 Elevation: A GaraQe: 1 SasementTvpe: Crawl FoundationTvpe: CSF 111$" edioll Checklist Refer to Item Descriotion Pass Fail NIA Comments 1. Foundation Lavout [X] D D D 2. Connection to Pier lFi:0 ~ D D D 3. Alionment W I Pier I?Et~ [XI 0 0 0 4. Counterforts D D ~ D 5. Too & Bot. Rainforcina !Xl 0 D D 6. Horiz. & Vert. Reinforcin" BtI D . D 7. Corner & Intersection Reinf. 00 D D D 8. Window Reinforcina D D 00 D 9. Sten I Bridee Reinforcin" !Xl 0 D 0 10. Void Form D D IX] D Size ... ",. .. ... ..In. 0 0 []U 0 Ple".ment D 0 [ID 0 11 Debric in F ormwork m 0 D 0 12. Rebar Cleanliness (Xl D D D 13. Rebar Placement 00 D D D 14. Halddowno D ~ D !YJ 15. Electrical Ground D 0 rn 0 1B. Other... .... ...... . , . " ,.. ., . . 0 0 D 0 , ".,...,..........,.. .......... D D D D We<llhe.. PU,c.lIl1ions COllllllelll$ Comments Notes: HD Reference Number: Fi&ld Sketch . . . . .. . ... .. , . . . . . . ' . . ' . . , . . , , . , , . . 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"-"r"-i-~;-""""-" ,_...,....,.... ~.. i:::::J::::~:l..".,..~::: 46(Lj h..(),^,E~ ST. (SLM."1) @ TNSTAt.l UQ\'f'>MWN.s Yc;.R tI.,vl Description of Problem 6000 EAST EVANS AVENUE -- BUILDING 2, SUITE 100..- DENVER, CO -- (303) 504-9933 -- FAX (303 504-9620 COPYRIGHT@ THE WEINTRAUB ORGANIZATION, LTD, 1998 ~.&! ~'D\~. FORM CHECK ~ ",,?P ~ . ~200 EAST DRY CREEK ROAD ~ UNIT 0 204 ENGLEWOOD, COLORADO 80112 - . f- ~ U1 w U1 U1 W U U <( ~ >- f- ....J f- :::> "<t N '-" CLIENT: CENTEX HOMES SURVEY: 110629 DATE: 05/12/04 ADDRESS: 4674 FLOWER STREET o ~( Z Jr 20 40 60 o l/1 N 19.0' 18.0' I I I I I I I I I 19.0' I I I I I --------1 I I I I I I I SCALE: 1" = 20' 1 O' ESMT -------------- FILE NAME: L 1B1.DWG ------------------- ~ o l/1 ,.r) o l/1 ,.r) ------1 I I I 18.7' I ~ I I I I I I I I : 17.8' I . I I I I I I I I I 18.8' I . I I I - - I 1-- ~. I -'V r J I........... .OS' I ~::::2~ I _ ____________~ S. On ' LEGAL LOT 1, BLOCK I, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO l/1 N #4674 PLAN F -lA TDF 44.35 ~ o DETENTION POND .... .... ............ DRAINAGE ESMT .... .... .... .... r------- I I I I I I I I I I I I I ~ J) ~ .n .n ~ :..J U <( ~ >- ::J i- :::> o r-t') CERTIFICATION: I, DANIEL J. KALMES, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CE:TIn THAT ON 05/12/2004, A SURVEY WAS MADE OF LOT 1, BLOCK I, GARRISON VILLAGE, CITY OF WHEAT .IDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, UNDER MY SUPERVISION. THE PLAT HEREIN IS A TRUE, CORf. :CT, AND ACCURATE REPRESENTATION OF THE PROPERTY AS DETERMINED BY SURVEY. THE LINES AND DIMEN~ .ONS OF THE SAID PROPERTY BEING AS INDICATED ON THE PLAT, THE SIZE, LOCATION. AND TYPE OF BUILDINGS AND IMPROVEMENTS ARE AS SHOWN. ALL IMPROVEMENTS BEING WITHIN THE BOUNDARIES OF THE PROPE ~TY, SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED. THERE ARE NO ENCROACHMENTS, EA~ :MENTS, RIGHT OF WAYS, OR PASSAGEWAYS ACROSS SAID PREMISES, EXCEPT AS SHOWN. D 08/10/2004 07:61 FAX 303 773 6776 KIID ~\.p,- DRAINAGE CERT 7200 EAST DRY CREEK ROAD UNIT 0 204 ENGLEWOOD, COlORADO 3D 112 CUENT: CENTEX HONES SURVEY: '111792 DATE: 118 09 D4 ADDRESS: i4674 FLOWER STREET o ,.20 40 - I . SCALE: 1" = 20' 39.2 x 10' ESMT ~ -----------_!!! 42.8 x"! .. .., 42,6 .-----1 I 1 432 1_)( 10"1. .4 '" ... N " o " 19.0 13.70 .".. '"' COlIC ... 16.35 '"' = 1!4678 c COlIC ~1.0 PLAN F-1A ZI- <2. ...::1< III 1 IlRM III TOF 44.35 >-'" r 17.9' ~ I- ::illl -Ill I~ 1-", III =>u 1 DR" oj 1!4676 _ (J 1 ",... 42.1 PLAN F lB N i COlIC TOF 4 .35 ji " 1 .35 ,..: ~ LOT 1. IlLOCK I, GARRISON VILlAGE, CITY OF WHEAT RIIlGl:, COUNTY OF JEFFERSON. srATE OF COLORADO + '6 oti x Ax 4~---------------- x 42,S ~005/009 60 DRAINAGE CERTIFICATION: THE ELEVATIONS AND DRAINAGE PATTERN SHOWN HEREON ARE THE REGISTERED lAND SURVEYOR'S CERTIFIED FINDINGS OF THE FINISHED GROUND GRADES FOR THE AB~VE DESCRIBED PROPERTY. THE ELEVATIONS AS DEPICTED HEREON MAY CHANGE SUBSEOUENr TO THt DATE DUE TO NATURAL AND / OR ARTIFICIAL ACTIONS.",;';,.,: ,(~ Q "':0. l-.' ..;:n...... ",..t~.'.'. ,~:q.:...... - "'~,bH J;(",l. ,-,.".......,.,...........,. ~r; ...... ~r:.:;~ KA'Ur.lES LS. f 6409',:'~ ..... : t".'} -:~~> ~~i ~:~ ~w. ';l' ."~,:'. ! .~,- ;1,j) ~ FILE NAIlE: L1 B1.DWG . 2004 '6 oti N N, = ~ 41.7 r- --------, I I I I I I 1 I I I I I 1 1 I I I I I I 1 I 1 I I 1 I <3. < q 13.7 ... : 10'1. 42,9 1 .9 I- :::E en w COI', COlIC 16.35 1!4672 PLAN f' III OF 44.35 III ~ .... '"' ~ i:iJ ~ COlIC 1.5 (I) en w u U 4: IlRM 17.8' ~I DAM 1 1 III 114674 ~ PLAN F-IA 1. ToF 44.35 ,,; CON<: 1 16.35 ,..: I COY. I I COlIC "13.7 18.9 1 .4,0 . 44.Q 12X 42,S l~Z 432 0 I ~______<E~~ <251--- I '-----x""3~ I DRAINAGE ES'-1T : J '- 1 40.3 I x 1 ....,- I 1 1 1 INV I 1 39.7 I 41.2 x 1 "-.1 .ld .3 >- I- :J i= ;:) .,.9 08/10/2004 07:51 FAX 303 773 8776 KIIll WJ 00./009 FINAL ILC CLIENT: CENTrX HOMES SURVEY: l11788 DATE: b8 09 04 ADDRESS: ~7 4 n.OWER STREET o 20 40 60 7200 EAST DRY CREEK IlOAD UNIT 0 204 ENGLtWOOO, COlORADO 80112 -- ~ ,SCALE: 1- - 20' 10' ESlotT . +z r .-----l I I I '" ... .., '" ... N '0 <Ii '0 <Ii N r- I I I 19.0 13.7 " CO\'. CO\'. q 13.7 18.9 '" CGllC CGllC " ... ... '" 16.35 16.35 ~ ~ - #4678 #4672 1.0 I ~LO PLAN F-IA PLAN F: CGllC If) If) ~ ~ IlIII\/E If) oj #4676 PLAN F B If) ~ IlIII\/E I- :::E Vl w Vl Vl w U U <( \ <Id >- I- :::J ;::: ::l 0 ,.,., o %1- <::IE en >-"" I- :::;en -en 1-"" ::>u . u ....< N CGllC IllIIYE 17.9' " '" #4674 PLAN F-1A I . i CGllC ": I 1635 6.35 " I COY'. COY. 189' I 13.7 "CGllC COlIC.... 13.7 ., I ~ \ ~ : ~------- ---------~ -~I---~ . D~E~i I I I I I I I I I I I I COlIC i 18.9' I I I I " I -..,- ... " -- J.EGAl. LOT I, BlOCK 1, GARRISON VIUAGE, CITY or WHEAT RIDGE. COUNTY or JEFFERSON. STATE OF COLORADO IMPROVEt.4ENT LOCATION CERTIfiCATE I HEREBY CERTIFY THAT THIS IIlPROVEIlENT LOCATION CERTln~ATE WAS PREPARED FOR CENrEX HOIlES, THAT IT IS NOT A LAND SURVEY PLAr OR IIlPROvEIlENr SURVEY PLAT AND IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHIlENT' OF FENCE. BUILDING, OR OTHER FUTURE IIlPROVEIlENT LINES. I FURrHER CERTIFY THAr THE IIlPRDVEIlENTS ON THE ABOVE DESCRIBED PROPERTY ON THIS 9TH DAY or AUGUST, 2004, EXCEPT UTILITY CONNECTIO~S, ARE ENflRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPr AS SHOWN. rHAr THERE ARE VISIBLE ENCROACHIlENTS ON THE DESCRIBED PREIlISES BY ANY IIlPROVEIlENTS .' ;;,.. ADJOINING PREIlISES. EXCEPT AS INDICATED, AND THAT THERIt IS N .'A :1i'C2;vIDENCE OR SIGN OF ANY EASElAENT CROSSING OR BURDENING ANY PART 0 . . .;,/\ EXCEPT AS NOTED. '. . THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCH TO DET ~Nr,;-QOiCPRD. .. ~n~" 1:> eo..., Y. ..--.1'..........> DANIEL J. KALlAES LS 16409 FILE NAME: L1Bl.DWG ~TE: AUGUST 9, 2D04 ~-o E :\i liil: '" " ~ 0 > 0 .8" N ro~ <3 <") v 0i5 5" $ ~ " v ~~ n; c ~ ~ 0 " '5 a; ~ 0 0 e '0 .- " '" E c Iii $ i!! " rr. ~ 0. ~ II Ol '" ~ c ;0 ~ U o .- 0 'E _ c (I) " " 0 u:: N '" (J Z cN " .... - :::> ~ < Ol"- 0> 0 .S; "8 .... <Xl c '" " =-- ;gu 0 " ~ (/) (J '" c ;:I "' Ol " C (/) " 1l Q)U c: U W " '" W 5~ 0: 8 " '8G.l ~ <") _OJ 0 'iij e'" U Cl <") ;< " o . 0 " ,Q ir QQ)8 v" <l: .!!l 0: 0 - ~'" " Ol v c..ro a: e 0 v" ~ c: VI.- 13 - " t-~-O ~~ ~ W ~.c ~ ~<~ '" ~;: ~ " " 0 '" .~ '0 0 :J:~8 a.! Ul 0 0 ,,;; ~ '" 0 Ol~ <Xl == ..,- '" v .; :sU ~ LL~~ ~,,5 Iii 0 c: = III V 50 U iii E5 . ~ 000: 5 - .9 0_ -c " '" E 8- . < >-"''' .jA1 .- 0 .9 ... v 0: 5", I- .c o 0. " ." . ~ U u ;; ">'~ -'" a:: :::> 'Oil' .5 . c_ ~ v c .. i' ~ " 0. ro x '" " c E E ~c. 'ii ~ 118.8 u '" .!!l " ~ ~ .c 3 ;; .c" - >- ..;. _ " ID ~ 2 III (lJ .~ 0 .. 'l; c ~ - 1l E 0 i' Iii " .g: :2 ~-o-g e 0 ~ u.i U N 8 ." 0 " ~ E ;0 . '" '" ~ OlOV '" ;0 .8 c - Ol '" 0 U '5.8:2 0 u:: w .c ,," '" I a- " '" 0 5~G E x (/) C!) z 0 (I) ;?; ~ '" Ill. " I C (/) z ~o= '" W 0 ~ 0> .1:: '-- X U 0: i= <0 V 0. 0 $ > 0 a- 1115~ c: 0: 0 1i': --' 1J " --' - " (J 0 <l: (J 0 E ll" = l- i: (/) u. ~ c c (J ~ :eCll~ ~ w w z 0: 0: 0 ~~g. w w --' I .~ ",- Z I- a- <l: I- .~ E ~ z 0 " ~ 0 ~ 0: a. .c ~ v 0: w 0 I-c" (J a- --' u. Date: ~3a/~.v .4. Certificate of Oecupancy or Completion has been requested for: AoDR~88: %7~ P%Lo-l'hJ Y. 7~X- (iU-,uij d# :a -,gl-6( PuRP08~ or 8TRucruR~: Building Department Approval: Remarks: Zoning Approval: JIIIV'-' 1 - 'if -(J'f Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: ~~\~. DRAINAGE CERT ~ ",P ~ . . 7200 EAST DRY CREEK ROAD ~ UNIT 0 204 ENGLEWOOD, COLORADO 80112 CLIENT: "ENTEX HOMES SURVEY: 111793 DATE: 08/09 04 ADDRESS: 4676 FLOWER STREET o 20 40 SCALE: 1" = 20' . ~: Z : x .1 jx ~-------------- 39.2X . X X If1 ------------~ --- 10' ESMT C7l 42.8 X . ~ ,..., o LO X 42.5 + . o LO N 42.b -----1 I I I 43.2 10% -X~4, I I 19.0' I I I C7l ~ N x o r-: x o r-: 43.8 ~42.9 18.9 13.7 q COY. r---. CONe 16.35 4678 PLAN F- A TOF 44.35 r---. r---. COY. CONC 16.35 #4672 PLAN F-IB TOF 44.35 :z: u .. CONC 1.0 ~ o ZI- 42. -ct:::E VI >-UJ I- :JVI 1-- VI UJ ::JU . U ~-ct ('oJ CONC :z: - u .. ~ 1.0 If) (\j - U1 DRIVE 9:! 17.8' If) If) DRIYE (\j #4676 #4 74 (\J - - :I: PLAN F-IB PLA F-IA 1. :I: CONC ~ li! TOF 44.35 T F 44.35 ~ .. r---. r---. 16.35 16.35 r---. r---. - - COY. CONC DRIVE CONC ;:-. .2 t. 0 tr, 't.R --- 40.3 X !.lli!. LOT I, BLOCK I, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO INV 39.7 X 4\.2 X 60 4\.7 r- I I I I I I I I I- ::E (/') w 4\.5 (/) (/) W U U <( I ~ 4\.3 >- I- ::i I- ::> 4\.20 r<) 4 \.8 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 MAY CHANGE SUBSEQUENT TO THE DATE OF SURVEY DUE TO NATUR~cnoHS' :&.AJI DANIEL KALM S LS 4 9 <. FILE NAME: L1 B I.DWG SCALE: I" = 20' · i: z -: X .1 j'" ~---------------- 41.7 -------.., I I I I I I I I I I I I I I I I I I I I I I I I ~tIJ,.*'\-('I-. DRAINAGE CERT ~ '" ",' 7200 EAST DRY CREEK ROAD ~ UNIT 0 204 ENGLEWOOD. COLORADO 80112 CLIENT: .C:NTEX HOMES SURVEY: 111792 DATE: 08/09/04 ADDRESS: 4674 FLOWER STREET o 20 40 . 39.2X . X '" tn C\J ------------- --- 10' ESMT 42.8 X "l -.t ." + 0 X 42.5 U') 0> 0 '" -.t U') 0 N N ...: 42.6 ------1 I I I 43.2 lay. -X~4. I I 19.0' I I I '" o ...: I- :::E 1I1 l.LJ 43.8 13.7 ~ cov. cov. "- CONC CONC 16.35 16.35 #4678 #4672 1.0 i PLAN F-1A PLAN P--IB CONC TOF 44.35 OF 44.35 If) DRIVE C\.i 17.8' - If) #4676 #4674 C\.i ORIVE - PLAN F lB PLAN F -lA 1. :z: ~ CONC TDF 4 .35 TDF 44.35 "- I .35 16.35 "- cov. cov. ~ "- " a ZI- <(~ VI >-w I- ::iVl -VI I-w =>u . U -.t<( N CONC ~ 1.0 41.5 (/) (/) l.LJ U U <: 42. I Ii . I 42.1 DRIVE If? 17.9' C\J . If) DRIVE C\.i - CONC "- "- - ~ .3 >- I- ::J I- :::> 41.20 1'0 --- 40.3 X 41.8 .lliAI. LOT 1. BLOCK 1. GARRISON VILLAGE. CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON. STATE OF COLORADO [NV 39.7 41.2 .~ . 60 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 MAY CHANGE SUBSEQUENT TO THE 0 Y DUE TO " ."r,. N RAL AND / OR ART ICIAL ACTIONS. . ,."..;,;,} 1'-". . .,' J.l\.4y.,,,, ( ,'.i\y ~.,. \g \;,',.. . ;:~ 16409 i ,.... " ~', . .. .~,;- c., ,.. , ~ ,,........... of'V FILE NAME: L1B1.DWG DATE: AUGUST 9. 2004 CLIENT: "ENTEX HOlAES SURVEY: 111791 DATE: 08/09 04 ADDRESS: 4672 FLOWER STREET o W ~ W . SCALE: ," = 20' . -l z : 39.2X . X 10' ESMT X .\ '"' U1 ._----------~ --- '"' N N 42.0 -----1 I I I 43.2 \01: -X~4. m -.t N + o I/') X42.S~ '"' o ,..: 41.7 m 42.8 X . -.t ..., '"' o ,..: o .0 N DRIVE 17.9' COV. CONC 16.35 #4672 PLAN F -lB TOF 44.35 ~42.9 18.9 r- I I I 43.8 Cl Zt- 42. -<::IE VI I >-w I; t- :JVI -VI t-W =>u . U I -.t-< 42.\ N ~i CONC '" '" ~ - "'1.0 I[) n.i - 13.7 a C. r--.: C NC 16. 5 #4678 PLAN F-1A T F 44. '" 1.0 ~ CONC If? DRIVE C\J 17.8' - I- ~ V1 W I.S V1 V1 W U U <{ ad 19.0' DRIVE If? I[) C\J #4676 #~ n.i - - '" PLAN F-IB PLAN 1. '" l;1 TOF 44.35 ~ 2 TOF 44.35 '" '" 16.35 16.35 '" '" - cov. COV. a CONC CONC 44.0 CONC 41.3 >- l- I ~ CONC 18.9' 18.9' r<) 41.8 .lliAJ. LOf-1, BLOCK " GARRISON VilLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO INV 39.7 X 41.2 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 MAY CHANGE SUBSE~UENT TO THE DATE UE TO NATURAL A / OR ARTIFICIAL ACTIONS. FILE NAlAE: L1 B1.DWG DATE: AUGUST 9, 2004 ~.c\~. DRAINAGE CERT 11 P ~ 7200 EAST ORY CREEK ROAD ~ UNIT D 204 ENGLEWOOD, COLORADO 80112 CLIENT: ...ENTEX HOMES SURVEY: 111794 DATE: 08 09/04 ADDRESS: 4678 FLOWER STREET o 20 40 60 39.2X . x SCALE: I" = 20' · :-f:Z = x .1 j~-------------- ,., "' ------------~ --- 10' ESMT 42.8 X . ~ 0 X 42.5 "'OJ- L() I'") ____45.~ /1 ~ m 0 ,., ..t L() <> r- I .... N N r..: I I I I 43.2 101. 43.8 ~42.9 I -X~4, ( 19.0' 13.7 a cov. 18.9 I r-..: CONC I , r--- r--- I I . 16.35 16.35 r--- I I !::; #4678 #46 - I " 2 " ~ ~ Cl CONe 21.0 PLAN F -lA PLAN F-IB 1.0 2 CONC zl- 42. oe{:::E In If? TOF 44.35 TOF 44.35 If? ORIVE >-w I- (\J (\J 17.8' :J1n - -In I-w If? If) =>u . U (\J #4676 #4674 <\i DRIVE - "'OJ-oe{ PLAN F- PLAN F -lA 1. N " CONC ~ u CONC ji OF '44.35 TOF 44.35 ~ r--- r--- 16.35 16.35 r--- r--- - 18.9' - cov. COV. a CONC CONC ~ 41.7 I- ~ V1 l..&J 41.5 V1 V1 w U U <( I c::d 41.3 >- I- :J I- :::> 1"1 41.8 .lli!l. LOT 1, BLOCK I, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO INV 39.7 41.2 X 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 MAY CHANGE SUBSEQUENT TO THE DATE OF VEY DUE TO N AND / OR ARTIFICIAL ACTIONS. FILE NAME: L1 B l.DWG DATE: INSPECTIONS WILL NOT .BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS JOB ADDRESS -4[0/ (0 PlOIlJf'ft ~ BUILDING PERMIT NO, \ ld1S?lp OWNER r GAL -::b 'y f-lv.'N... 0 .IJ WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD ~~~ DATE ISSUED ~ I TYPE I OCCUPANCY I CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION [ DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing s- 11-0'1 ~ POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) ~//?Iol.f wJ Heating (Ground Work) I , ~~'<.Q. ~\.\-"~. ~-~"l:l \ Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Framing Insulation 0\'- 1(,2\\., '-N->S1..^,- r. Drywall Nailing Roofing Refrigeration Electrical Underground "7 - "7-",4 Final Electrical Plumbing Heating & Ventilation Frame ROW. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER APPLICATION FOR CERTIFICATE OF OCCUPANCY City of Wheat Ridge - Building Division Date~ ~ PennitNum r \ oS b "\ /" ~ Address A.lQ 1/,0 .F\<D...., Wo. t" S \:"" SUiteJBld~ l\ .-JI I9-M:W RESIDENTIAL Single Family Two Family (duplex) e-m:w MUL TI-fAMIL Y # of units '\- Fire Sorinkled YES I NO Fire Alann YES I NO o NEW COMMERCIAL SO FT (complete infonnation below) Business Name (~E... N '" € ~ ~ ~ J e. ~ Telephone :~ c~ - <\ .d...... .' L) G Cl J..... Business Type C IV\. "- ~ u.. , \. 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.... .n.w.r the followlno: 1. Fire Sprinkled 2. Fire Alarm 3. Operations will produce dusUwood shavings or similar materia~ 4. Operations will invotve the repair or replacement of automobile parts If YES: Describe the components repaired or replaced. o Additional Occupant o Change of Use o Change of Occupant YEi YE NO YE 0 YES Does the operation involve the use of open ftame or weiding? 5. Is the business a drinking, dining or assembly use that will have an occupancy of more than 50 persons andlor serves alcohol? 6. Which of the following best describes your operation? OffICe Only RetailSaies Warehouse ReslaurantITake Out Food MedicaVDental ManufacturingIDistribution (d,scribe proc8SS and end product) YES(ll(D YEs:z1jQ) Other ~ "No building or structure shall be USED or OCCUPIED, and no change in the existing occupancy classification 0/8 building or structure or portion theree,' ,half be made until the Codes Administrator has issued 8 certificate 'of occupancy ther&lore 8S provided herein.' 'Issuance of 8 cerlific8te of occupancy shah not be construed as an approval of a violation of tha provisions of this code or of other ordinances of the juri~ Jiction,' Sec/lon lilt. Uniform Bundlng Cod.tJf7 EdJII.. NO TEMPORARY CERrlFlCATE OF OCCUPANCY WB.L 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 AND KNOW THE SAME TO BE TRUE AND CORRECT. All PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK Will BE COMPLIED WITH WHl THER SPECIFIED OR NOT. ISSUANCE OF A CERTIACATE OF OCCUPANCY SHAll NOT BE CONSTRUED AS AN APPROVAL 0: ANY VIOLATIONS OF THE PROVISIONS OFT~JS C ,DE OR OF ANY OTH. E.R ORDINANCES O~Q\lIREMENTS\lFTH~URlSDlClJ )~. Signature of Ap nt L ." . c'~" " "" 0 te:_ 8- d- -, _ 0 4- ~ -- , Contact Name:(print) '\ lei ",,- Phone: 3 D:~ 4 ~3 . l) ( . o' ~ City afWheal Ridge, 7500 W. 29~ Ave. Wheat Ridge, CO 80215 (303) 235-2855 Web Sile: www.ci.wheatrldae.co.us CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPARTMENT CERTIFICATE OF OCCUPANCY CHECKLlST** The following items must be comoleted before a Certificate ofOccuoancv will be issued. PLANNING DEPARTMENT REQUIREMENTS: 1. Compliance with all relevant ordinances, resolutions, variances, approved site plan, etc. 2. Completion of all landscaping per plan and/or Zoning Code. 3. Completion of all parking improvements and driveway connections 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 surrounding sites. 7. Removal of all construction signs, banners. etc. 8. Separate permits must be obtained for permanent signs with the permit being approved prior to installatic 1 of signs. 9. Separate permits shall be obtained for fences and/or retaining walls exceeding 48" in height, if not .ndicated on approved plans. PUBLIC WORKS DEPARTMENT: ]. Complian~e with all relevant ordinances, resolutions, variances, special exceptions, etc. 2. Site grading to be completed for positive drainage away from building and if applicable, in compliance with the overall grading plan(s). 3. A Drainage Certification Letter is to be furnished from the engineer of record stating that the paving a. d drainage improvements bave been installed per approved plans and specification. 4. If the property is affected by Streetscape requirements, any required Maintenance Agreement needs to be cigned prior to requesting a certificate of occupancy and any required escrow in lieu of tbe construction of sucb items leeds to be paid in ful1. . 5. If applicable to the site, streetlight requirements per Excel Energy design location sball be completely insulled. 6. If applicable, all City of Wheat Ridge approved surveying documents, sucb as the Final Plat and/or requir :d separate easement instruments must be recorded at the Jefferson County Clerk and Recorders Office. 7. Removal and replacement of all damaged public improvements. sidewalks, driveways, curb/gutter, etc. 8. Installation of all public improvements. traffic control devices and signage per plan, zoning code an(/or Public Works requirements. FIRE DISTRICT: I. Completion of Fire Department access requirements a. Surface b. Width c. Twning radius d. Fire lanes e. Secondary access 2. Fire bydrants a. Location b. Access 3. Building addresses or numbers are posted. to be plainly visible and legible from the street or road frc lting 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 Jetter of approval from Fire Inspector d. Remote annunciator installed and located per Fire Department requirements. CERTIFICATE OF OCCUPANCY CHECKLIST _ P.., 2 6. Fire Alarms a. Tested b. Inspected c. Approved with signature on inspection card or letter of approval from Fire Inspector d. Remote annunciator installed and located per Fire Department requirements. 7. Exit and egress requirements are completed, i.e. exit signs, emergency lighting, etc. CITY CLERKS OFFICE: I. The owner or tenant of ANY buildings, offices, apartments or stores, etc. must apply for a business lic. tlse prior to a Certificate of Occupancy being issued. Conlact: Dema Brianza. 303-235-2820. BUILDING DIVISION: 1. Landscaping complete and sign-off from Planning Department_ Yes _ No 2. COMMERCIAL -- Drainage Certification Letter to Public Works Department _ Yes _ No 3. RESIDENTIAL -Improvement Location Certificate with overlot final 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 uumbers are installed. 8. Construction work trailers, materials and debris are removed. 9. Neighboring or surrounding sites and properties are cleared of all construction debris. ] O. Finish grading to be completed for positive drainage away from building. 11. Submit an Improvement Location Certificate to show all structure dimensions. setbacks, easements, fin. sh floor and site drainage elevations. 12. All subcontractors (electrical, plumbing and mechanical) are required to request and pass their final inspe ,tions. 13. Special inspection and engineers letters are to be submitted as required by Uniform Building Code, ChaFer 17, 1997 Edition. 14. Elevators are to be inspected and approved by DRCOG State Elevator Inspector. 15. Building addresses or numbers are posted, to be plainly visible and legible from the street or road canting the property. Said numbers shall contrast with their background and shall be not less than 4 inches in heigbt 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 attached) 19. RESIDENTIAL - Certificate of Occupancy Checklist is complete. (see attached) .. Note: Not all listed items mav be relevant to every proiect CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPARTMENT RESIDENTIAL CERTIFICATE OF OCCUPANCY CHECKLISP* ~> ~~ Add s ~h) F\a<.>.::'~\ - - ... ..... -~---------- ._~ /. SO \ Ie: 0_= d.. l-""E"'i,\ SITE: Ini~ C' '_. . ro.---:(fllandscapmg IS completed per zonmg regulatIOns. (To M complded iUUllljJprov<d fl1lQE.lo requesting .final insp<dion) c./The Public Works Department has inspected public improvements and any damage has been repaired. . To M c!!!ppi<t<d iUUI Dpprl1l'<d ll!lfM. IIJ T<qU<Stblg "fin4l i1Up<dion) Id--1inprovement Location Certificate (prepared by a Coloradc Ii<:ensed PLS) with spot elevations and drainaf ' arrows to be submitted with certificate of occupancy application (SEE EXAMPLE) EXTERIOR: Ini~ C '_ ~ddress posted a/Weather tight structure - paint, primed, caulking, ctc ~xterior wall penetration sealed o./AII hose bib to be equipped with vacuum breakers or anti-siphon valves 0/ Gas pipe painted IIV1;xterior guardrails (36" high) and h."lIdrails (34",38" from nose of tread) installed ~xterior deck - Yes . No ~ !:)- Ledger bolts installed I]J/"' Exterior light fixtures installed IllI"f"xterior GFCI receptacles (front & rear exierior doors) GARAGE: Ini~ C' ~age doors ins~ g.--(}arage door opener - Yes ---' No _ ry--Garage door reversing mechanism installed and functioning lIi"'Fire rating of walls and ceiling (two layer on ceiling if framing members are space greaJeT than J 6" o.c.) ~Gj:Cl outlet mounted not less than 18ft above floor of bottom of box D--'1iyage steps and handrail installed IJ..-"S"olid core door with closure between house and garage. .I KITCHEN: Inie-C' -> _ ~CI outlets (two cirada minimwn) IIY' Kiu:hen sink installed with hot/cold water ClV' Garbage disposal Ill'""" ~asher properly connected (electricoi, plwnbing) IY"'bnge hood RESIDENTIAL. CERTIFlCA IT OF ocm ANn CHECKI.IST _ Pa.. 2 GENERAL: lni~ ~_ ~witch and receptacle cover plates g.--]j"ght fixtures installed c----Smoke detector installed, location, AlC power, tesled O/Closet lights. type, style and location per NEC requilements ~drai] height and wall returns (34 "-38 "from nose iflread) """""Guardrail height and haluster spacing (36" high with balusters spaced such that a sphere 4" in diameter caro. Jt pass titrough) IYtnvironmental ail duct registers and diffusers installed .......window screens installed IIJ/Egress windows meet egress requilements ......-a;throom sinks installed with hot/cold water g/' Jub/showers complete with hot/cold water I.Y'TjJe surfaces grouted/sealed and complete ~ater closet installed with proper clearances, shut-off and caulked to floor at base ~ausl fan or window sized not Jess than l/20 the floor area or minimum of J -1/2 sq It in size ~ <ierreceptacJe functioning and located per NEC requirements lJ/facuzzi tub - o GFCI protection o Access location, readily accessible without use of special tools or knowledge IJ.--'I'6Dpered glazing o..--No un-vented gas appliances shall be installed BASMENT I CRAWL SPACE: ~ C '_ i~ Basement-Finished Unfinished_ Partial_#ofrooms liV Stair handrail height and wall returns (34 "-38" from nose of tread s/Underside of basement stairs fire protected if open for storage o--"SteeJ beam pockets grouted a.--1;upport columns are plumb and properly secured at floor and at beam lIt""'"'...-.5moke detector installed, location, AlC power, tested s" Crawl space J< o Un~ access size (I8"x 24") o Support <:olumns are plumb and properly secured at base and at beam o Furnace- A Yes _No o Water heater_ Yes l<-No o Combustion air o GFCI service receptacle (required iffurnou or water heater are located in space) o Switched light (required ifjurnoce or WOIer heater are located in space) o Under floor ventilation o Concrete slab ~ o Structural wood floor _ o Under floor access size (J8"x 24'") o Under floor ventilation o Under floor clearance (18" to bottom iffJoor joist, 12" to bottom of beams) g...-gump pump installed per plumbing code g./Sewage ejector installed per plumbing code o/"Floor draiD /(V""Mechanical equipment working clearances iIV""Mechaoical equipment venting complete per code IY' Pressure relief valve drain terminated between 6"-12" above floor P/ Water heater installed in drain pan if located on wood flooring .. Note: Not all listed items mav be relevant to every Droiect. r.'THE EINTRAUB .IORGANIZATION LTD Foundation Compliance Form Datc: 5/13/20 14 CONSTRUCTION SITE ADDRESS: 4676 Flower Street (Bldg. 4) Subdivision: Garrison Villagc Lot 1 Block 1 BUILDER'S NAME AND PHONE: Ccntex Homes 9250 E. Costilla Avenue Suite 200 Englewood, CO 80112 (303) 792-9810 I/We hereby state that the following portions of the foundation system for the above referenced pr ject were constructed in substantial conformance with the foundation phms and specifications designee for this project and the site where it is constructed. Date 5/5/2004 Inspector's Initials: CM Inspection Type: SF - Footinl?; 1 Pad Inspection 5/7/2004 CM SF - Foundation Wall Inspcction 6000 EAST EVANS AVENUE. BUILDING 2, SUITE 100 . DENVER, COLORADO 60222 . (3031504.9330 . Ffl. : (3031 504.9620 .. "-.-> ~ 5/5/2004 Client Centex Homes Caller Name Jesus Phone (303) 419.9973 Proiect No. GOO.03007 Billina Group No. 0060 woo: PO#: EPO GS4676 Lot Soecifics Order No.: 24951 FOOTING / PAD IHSPECTIOf\ CJJfI./S f\4oLJJU. Inspector ~I...,.&II Time of Inspection 2:00 PM Location: Block: 1 Lot: 1 Subdivision Garrison Village Address 4676 Flower Street (Bldg. ,) Overall Results . Pass IAddl Time 0 NA Ion Site Hrs o Fail (Reinspecl Req'd) Item #(s) of Failed Iter 1(S) StructFloor: None Model: F.1 Elevation: B Garaae: 1 B~s;ementTvpe: Crawl FoundationTvoe: CSF .~ kl' Fiald Sk&lc1. Cpmments Comments fl\~~~~ t ~ ,:t6 p-o-w1 .rzg\ WiT ~J/,, b ~~ I1suactloll L lee 1St Refer to Item Descriotion Pass Fail N/A Comments t. Candition of 80il fi] 0 0 0 Upper Level ....'..... .G9.C>~ ,...,....... ... ............. ............................./!.................. ...,....,......,., Lower Level... ...... .....N ...~. ... ........... ...... ......... ...... '..........,.....,,, '.............. ........,..... ...,.................., 2. Footina Width I Death Dia 0 0 0 3. F ootina Reinforcino 0 0 lK1 0 4. F ootino Placement IXJ 0 0 00 ~ Void Form ~. Size...... .............../n. 0 0 IYI 0 Placement 0 0 ~ 0 6. Vertical Dowels 0 [X] 0 ~ 7. Other.. 0 0 0 0 ...'.,..,. ,...,. Other.. 0 0 0 0 ... ........... ... Other.. 0 0 0 0 B. Desian Bearino Pressures ~ 0 0 0 Max. 2. DOO .....J............PSF Min. ...........~......PSF Comments Notes: HD Reference Number: . . . . . . . . , , . . . , , . . . . . , , . . . . . . "..,.._,'_..~.._,'_..."....,.,.. ~ 1 i i : i ...'..'.....................,..... . . . . , . , . " , . . . , . , , - . . . . , . . . . . ."~,._..~.._,....:...":..,..,,,..,,.....,...~.._.:_-.~...'.,.,...:.....:."..~,._:,_..~_..".....,."..,' . ..... ::::i::t::!::::I:::::I:::J:::t::t::1::::i::J::::Lt~i::::t=!::t::I:::::I:::::1::: :i:(:i:!!i)tt:tL:!:::::tt.t:!t! . , , . , . ".'...."......-.,....-..-.... . . . 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FAX (303 504-9620 COPYRIGHT@ THE WEINTRAUB ORGANIZATION, LTD, 1998 FOUNDATION WALL U'SPECTION Inspector Time of Inspection Location: Block: Subdivision Address Date 5n12004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. GOO-03007 Billino Group No. 0068 WO#: PO#: EPO GS4676 Lot Soecifics Order No.: 24951 Moulder, Chris 1 :00 pm 1 Lot: 1 Garrison Village 4676 Flower Street (Bldg. . ) Overall Results . Pass Add! Time 0 NA an Site Hrs o Fail (Reinspe~t 'leq'd) Item #{s) of Failed Iten (5) StructFloor: None Model: F.1 Elevation: B Garaoe: 1 BasementTvpe: Crawl FoundationType: CSF :f n kl' Field Skarch IISlJec Ion .Iec I.st Referte Item Descrietien Pass Fail NIA Comments 1. Foundation Lavout rID D D D 2. Conneclion to Pier !tfta' [K) D D D 3. Alianment W / Pier t. Ftc/ [K] D 0 0 4. Ceunterforts D D IiJ D 5. Top B. Bot. Reinforcina [0 D 0 0 6. Horiz. & Vert. Reinforcine ~ D [Z] 1KI 7. Cerner & Intersectien Rein!. ~ 0 0 D B. Window Reinforcinq D D !Xl D 9. Slep / Bndee Relnforcine [Xl D D D 10. Void Form D 0 00 D Size ... ............ .In. 0 D rn D Placement 0 D C!J D 11 Debris in F ormwork I:KI D D D 12. Rebar Cleanliness [X] D D D 13 Rebar Placement [K] D D D 14. HolddowM 0 00 0 00 15. Electrical Ground 0 0 00 D 16. Other.... .......... " ". . , . . 0 0 0 D ........... ........., ..,.. ,..... 0 0 0 0 Wea,he.. P19C,1111hms COlllments Comments Notes: HD Reference Number: . ., . . . .. . ... . . . . . , . . , . . , . . , , . , . . , . , . . , , . . , , .._.r-.-r'.-r-.j..'..j..,..\..t.'-j-..-r..~i.-.-t..'j--.i~..j.'.'.!m..l..-!.-.i-..i.-.j....l'. -l.....r..-j..t..'!...-t.. ....j-.T..-j..'r....j.....j"..'j"..'.i.'..;..-r-.T.-i..-.j-.T...r..T.-i'...j....'j._.i-..~..j"'..i...-i....r..T'..i... 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"1676 rL().l~~ Sr, Lb&.4) 00 r~~'~ ~QrVt.~J ft{J~ ~.tt\1rM DfJ;.. ~. I Description of Problem 6000 EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, CO -- (303) 504-9933 -- FAX (30:0 504-9620 COPYRIGHT @ THE WEINTRAUB ORGANIZATION, L TO, 1998 ~&! ~C\<". FORM CHECK ~ ~~ ~ . ~200 EAST DRY CREEK ROAD ~ UNIT D 204 ENGLEWOOD, COLORADO 80112 '---, . '+-- Z Jl ~ CLIENT: CENTEX HOMES SURVEY: 110630 DATE: 05/12/04 ADDRESS: 4676 FLOWER STREE' o 20 40 SCALE: 1" = 20' ------------------- 10' ESMT ---------------- -----l I I I I I I I I I LO N o LO I"") 18.7' f- :::E V1 w V1 V1 W U U <( ~ 17.8' . ... #4676 PLAN F-1B >- f- .....J f- => TDF 44.35 18.8' -.;:t N ~ o LO I"") o LO N 60 r--- ------ I I I 19.0' 18.0' 19.0' ~ I I I --------1 I I I I I I I I I , I I __ I ;;... -_ I 'IV, 1-- ~. I ....... ,-v J I -- B' I ..................... R I - ..... - ~.....<<5 '0'............... .00' ('s. .......... 4(1' .......... ..... LEGAL LOT 1, BLOCK 1, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO o ----------------- ~ DETENTION POND DRAINAGE ESMT f- :::E V1 w V1 V1 w u u <( O:d >- f- .....J f- => ~ o 1'0 CERTIFICATION: I, DANIEL J. KALMES, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY (ERTIFY THAT ON DS/12/2D04, A SURVEY WAS MADE OF LOT 1, BLOCK 1, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, UNDER MY SUPERVISION. THE PLAT HEREIN IS A TRUE. CO, RECT, AND ACCURATE REPRESENTATION OF THE PROPERTY AS DETERMINED BY SURVEY. THE LINES AND DIME: .sIONS OF THE SAID PROPERTY BEING AS INDICATED ON THE PLAT, THE SIZE. LOCATION, AND TYPE OF BUILDING~. AND IMPROVEMENTS ARE AS SHOWN. ALL IMPROVEMENTS BEING WITHIN THE BOUNDARIES OF THE PROFERTY, SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED. THERE ARE NO ENCROACHMENTS, E,SEMENTS, RIGHT OF WAYS, OR PASSAGEWAYS ACROSS SAID PREMISES, EXCEPT AS SHOWN. ~ 409 FILE NAME: L1 B1.DWG .&~'.l:;;i " ,.. ,,' ! ' ~\'~.'''''..''.'''....'' ' ~.'".;,j,. j. J.;:.... . iJ" ;Y . "\,. , {J ~:~ ..... ~. tl"'l09 CIli ". ."" Y'f t' ;~ A"" *\~ 1'1,. ~t'} .:,,,," t, , __ ~,., ~ '~)"'~ (':">:....,:...,~> p~" ~ ~"..-~ 7:;~P:" ~ .L,~S,.... DATE: MAY 12, 200' 08/10/2004 07:52 FAX 303 773 8778 KIID 141007/009 ~\P- DRAINAGE CERT 7200 EAST DRY CREEK ROAD UNIT 0 204 ENGlEWOOD. COLORAOO 80112 CUENT: CENlEX HONES SUlMYij 11793 DATE: D8 09 Q.4 ADDRESS: il676 rLOWER STREET o 20 40 60 ~ SCALE: I" = 20' - +z 1 39.2 x 10' ESllT X .1 j~-------------- " '" ------------~ 42,8 X O! ... ,., 42.6 .-----"1 I I I 43.2 lOZ - X....:.::::..J4 I 190' I . I I '" .. N + '0 .,; X.42.S N o ,.: '0 .,; N N C r,.: 43 ;~42.9 41.7 r- ------ I I I I I I I I f- :::I: (I) ....... 1.5 (/) (I) ....... ~ U U < oil! 1.3 >- I- ::i l- => o Z.... ...:a Vl >-w .... ::iVl -Vl ....W :::>u . (J ...... N C<IIIC r-- " i1.: 13.70 C<N. " C<IIIC 16.35 4678 PLAN F A TDF 44,35 C<N. C<IIIC 16.35 1*4672 PLAN F-1B TOF 44.35 C<IIIC t() !'l t() !'l R L r-- " 1*4676 PLAN F-1B TDF 44.35 16.35 C<N. COlIC DIM: 17.8' -'---- I .... I I 1. !:I: ~ ... r-.:: ~ C<IIIC 41.8 lllil. LOT 1. BLOCK 1. GARRISON VILlAGE. CITY OF WHEAT RIDGE. COUNTY OF JEmRSON. STATE OF COLORADO INY 39.7 X 41.2 X FILE NANE: L1B1.0WG 08/10/2004 07:51 FAl 303 773 8778 DB ~ 006/009 ~\t(I-- FINAL ILC 7200 EAST DRY CREEK ROAD UNIT D 204 ENClEWOOD, COLORADO 80112 CUENT: crNTEX HOWES SUIlVEYl 'H 17" DATE: Il8 09 04 ADDRESS: i1676 FlOWER STREET o 20 40 60 - SCALE: I" = 20' 10' ESMT . ""2 r 0> 0 ..;. ui .., 0 .,; r- ------ '" ] ] ] COY. <=> 13.7 18.9 cooo;: " I- ... . ~ 16.35 ~ (/) #4672 1.0'; w PLAN F-1B """' (/) (/) "' IlII'/( w ~ (,) 17.8' (,) <( #4674 DM d/l PLAN \-lA 1. :~ >- cooo;: I- ". :::; ,,' I- ~ ::> COY. e 18.9' cooo;: " 13.7 ." .------, ... I N ] ] 19.0 13.70 COY. ,..: CONe I'; 16.35 .... Ii - #4678 ~ PLAN F-1A 1.0 __ o %1- <'" Vl >-"" I- ~~ 1-"" =>u _ U ....< N """' "' <Ii ~ "' IlII'/( ~ #4676 '" PLAN F-1B COlIC ~ ... 16.35 " 18.9' ~ "". COlIC I 0 ci d I tot') - ~------------ ----= ~-I---l ~ DRAINAGE E~t.1T : I I I I I I I I I ~ : LOT I, BLOCK I, GARRISON VILUGE, CITY OF WHEAT RIDGE, COUNTY OF JEfFERSON, STATE OF COLORADO IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IllPROVEllENT LOCATION CERTIFICATE WAS PREPARED FOR CENrEX HOMES, THAT IT IS Nor A LAND SURVEY PLAT OR Ill~ROVEllENT SURVEY PLAT AND IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT: OF fENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAr THE IllPROVEMENTS ON THE ABOVE DESCRIBED PROPERTY ON THIS 9TH DAY OF AUGUST, 2004, EXCEPT UTILITY CONNECTlO~S, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEl, EXCEPT AS SHOWN, THAr THERE ARE NO VISIBLE ENCROACHWENTS ON THE DESCRIBED PREMISES BY ANY IllPRqVEMEN ADJOINING PREMISES. EXCEPT AS INDICATED, AND THAT TH[R~ IS '/I OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART EXCEPr AS NOTED. T~IS T.IFlCATE 00 ES N..OT CONSTITurE A TITLE SEARCH TO:O '. NWiIr E ME O! rf RDijl'J . ~ .,:' ~oo, - f~" ....h..) Ji,~ f,$~; ri;~'> DANIEL J. KALllE 16409 '- lie . FILE NAWE: LlBl.OWG ~TE: AUGUST 9, 2004 ~-o E :\i Ill. " '" '" " ~ 0 > 0 15" N (lJ.m <3 <") "" 0i5 5$ ~ .. v ~Pi n; C ~ ~ 0 v '5 Q; ill 0 '0 '" e '" "- " E e Iii rr. $ ~.. II ~ 0. ~ Ol (ll ~ ~ C ~ 'E U o .- 0 (ll v :08 u:: N '" (J eN :::> ~ .. .... ~ ;0 ~ v ~! 0> 0 e .... CO " '" 0 " =-- "5 (ll C (/) (J .. ;:I ",Ol " 8 C (/) c: lllu W " (ll ~v U =3 0: 8 " 00l W <") _OJ 0 'iij c" U Cl <") o . 0 ~ (ll ocr g ~~ v11 <l: .!!l 0: 'C _ 0 i g!E c... c: _ v a: C 0 .- " W ~.c I- v" '" a: 2l. .213: ~- '" '" ~ ~~~ 0 '" j'O 5.~m 0 0 0 J:~() .c ~ '" 0 Ol'" ~~ Q) CO :aU ~ 3:& ~,,5 i 0 c: = III ~ ...3::2 III = 0 (/) (J iii .55 .9 ~ 000: 5 - (ll '" E 8- ~ 0_ -c ;S,g ~"'.. o~l ~ < ... v 0: -0 '" . 'Oil' .5 .c - ~ a:: :::> . 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Certificate of Occupancy or Completion has been requested for: Building Department Approval: 1"67% R~w-fA/ sl. . 1 ~r (;Luuf) d~ zr'sl-t;tj AoDR~88: PuRP08~or8TRucruR~: Remarks: Zoning Approval: WV'-- q~e~()l.( Remarks: Public Works Approval: ~ ~un'- Remarks: 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 4-. JOB ADDRESS -<t-{" I Ii' plou...-e (" S-r. BUILDING PERMIT NO. \ l ~ '1 S G OWNER ~ a..-,.c:\:.Q 'x m ~t.<..L-O ~t OCCUPANCY A I , I I ^ A TYPE DATEISSUED~ CONTRACTOR 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 5-1\- 0,-\ (0~ Concrete Slab Floor: POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) ~\l\dl- ~ Ic.-~~-O Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED . ^ <...S-cf\ .<.~-("i(i (~- ~~- OL\ & -<.S--Qq <:. - <..5"-0(\ <:. - .30 --0 \1 '1 - 1-0lf Framing Insulation O' Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame R.O.W. & Drainage Fire Department Parking & Landscaping ~-.51-0 I 8 - <-~- -0'-1 I I b"- ~$"O'( i 2,- <::.--o~ I I g _ ~r-Oq E. "'" E, '1l!: 'oL L1-~g- OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER APPLICATION FOR CE'RTIFICATE OF OCCUPANCY City of Wheat Ridge - Building Division Dalee~? ~ PennitNum r QQS ~ '\ /" ~ Address L\ lo '\ ?, 'F\.n \.\ \(J t" S '\:'" SUitelBld~ ~ .-JI I9-M:W RESIDENTIAL Single Family Two Family (duplex) s-m:w MUl TI-FAMll Y # of units L\ Fire Sorinkled YES I NO Fire Alann YES I NO o NEW COMMERCIAL SO FT (complete information below) Business Name C' - ~ N ~ '2. ~ Y>... ""' ""- e. ~ Telephone :~ 0 ..~ - """ .~ '- ._ '-'l <:> 0 ~ Business Type ~ <:> I'v'o. <L \:;I u , \. J Use of Space Previous Business Type Previous Use of Space THIS USE WOULD BE DESCRIBED AS: o Newly Constructed Building o Ex~ting Building o Additional Occupant o Change of Use o Change of Occupant Please answer the followlna: 1. Fire Sprinkled 2, Fire Alarm 3. Operations will prOduce dusVwood shavings or simiiar materia~ 4, Operations will invoive the repair or repiacement of automobile parts I!YES: Describe the components repaired or replaced. YEi YE NO YE 0 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 selVes alcohol? 6. Which of the following best describes your operation? OffICe Only Retail Sales Warehouse RestaurantfT ake Out Food MedicaVDentai ManufacturingIDisllibution (describe process and end product) YES<1ID) YEs[@) ~ "No building or structure shalf be USED orOCCUP/ED, and no change in the existing occupancy classification of 8 building or structure or pOftion thereat ,hall be msde untillhe Codes Administrator hss issued 8 certfficBte 'of occupancy there/ore 8S provided herein. . 'Inuance of a certificate cJ occupancy shan not be construed as an approval of 6 violation of the provisions of this code or of other ordinances of the juri~ jiction,. S.dan 1011, UnJIonn Building Cod. 1911 Edition NO TEMPORARY CERTIFICATE OF OCCUPANCY Wn.L 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 AND KNOW THE SAME TO BE TRUI AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHl THER SPECIFIED OR NOT. ISSUANCE OF A CERTIFICATE OF OCCUPANCY SHALL NOT BE CONSTRUED AS AN APPROVAL 0' ANY VIOLATIONS OF THE PROVISIONS OF T,HIS C ,DE OR OF ANY OTHER ORDINANCES OJBEOUIRfMENTS'OFTHE';/URlSDICI, ~N. Signature of Ap nt 'L-... -~"""' D~_ ~ - ~ \-~t . ) Contact Name:(print) '\ N <c, Phone: 3 0:'1 4 d-...3 . C) c 0 .~ Other City of Wheat Ridge, 7500 W. 29~ Ave. Wheat Ridge, CO 80215 (303) 235-2855 Web Site: www.ci.wheatridae.co.us CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPARTMENT CERTIFICATE OF OCCUPANCY CHECKLIST.. The following items must be comDleted before a Certificate OfOccuDancv will be issued. PLANNING DEPARTMENT REQUIREMENTS: I. Compliance with all relevant ordinances, resolutions, variances, approved site plan, etc. 2. Completion of all landscaping per plan and/or Zoning Code. 3. Completion of all parking improvements and driveway connections 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 surrounding sites. 7. Removal of all construction signs, banners, etc. 8. Separate permits must be obtained for penn anent signs with the permit being approved prior to installatic] of signs. 9. Separate pennits shall be obtained for fences and/or retaining walls exceeding 48" in height, if not ,dicated on approved plans. PUBLIC WORKS DEPARTMENT: 1. Compliance with all relevant ordinances. resolutions, variances, special exceptions, etc. 2. Site grading to be completed for positive drainage away from building and if applicable, in complian;e with the overall grading plan(s). 3. A Drainage Certification Letter is to be furnished from the engineer of record stating that the paving a d drainage improvements have been installed per approved plans and specification. 4. If the property is affected by Streetscape requirements, any required Maintenance Agreement needs to be ,igned prior to requesting a certificate of occupancy and any required escrow in lieu of tbe construction of such items leeds to be paid in full. . 5. If applicable to the site, streetlight requirements per Excel Energy design location shall be completely inst lied. 6. If applicable, all City of Wheat Ridge approved surveying documents. such as the Final Plat and/or requir ;d separate easement instruments must be recorded at the Jefferson County Clerk and Recorders Office. 7. Removal and replacement of all damaged public improvements, sidewalks, driveways, curb/gutter, etc. 8. Installation of all public improvements, traffic control devices and signage per plan, zoning code anclor Public Works requirements. FIRE DISTRICT: L Completion ofFu-e 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 legible from the street or road fr( lting the property. Said numbers shall contrast with their background and shall be not less than 4 inches in beight. 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 approval from Fire Inspector d. Remote annunciator installed and located per Fire Department requirements. CERTIFICATE OF OCCUPANCY CHECKLIST _ Pa.. 2 6. Fire Alarms a. Tested b. Inspected c. Approved with signature on inspection card or letter of approval from Fire Inspector d. Remote annunciator installed and located per Fire Department requirements. 7. Exit and egress requirements are completed, i.e. exit signs, emergency lighting, etc. CITY CLERKS OFFICE: I. The owner or tenant of ANY buildings, offices, apartments or stores, etc. must apply for a business liCe "se prior to a Certificate of Occupancy being issued. Contact: Dema Brianza. 303-235-2820. BUILDING DIVISION: I. Landscaping complete and sign-off from Planning Department _ Yes _ No 2. COMMERCIAL -- Drainage Certification Letter to Public Works Department _ Yes _ No 3. RESIDENTIAL - Improvement Location Certificate with overlot final 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 surrounding sites and properties are cleared of all construction debris. 10. Finish grading to be completed for positive drainage away from building. II. Submit an Improvement Location Certificate to show all structure dimensions, setbacks, easements, fin;h floor and site drainage elevations. 12. All subcontractors (electrical. plumbing and mechanical) are required to request and pass their final inspetions. 13. Special inspection and engineers letters are to be submitted as required by Uniform Building Code, Char.er 17. 1997 Edition. 14. Elevators are to be inspected and approved by DRCOG State Elevator Inspector. 15. Building addresses or numbers are posted, to be plainly visible and legible from the street or road ronting the property. Said numbers shall contrast with their background and shall 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. (see attached) 19. RESIDENTIAL - Certificate of Occupancy Checklist is complete. (see attached) ** Note: Not all listed items may be relevant to every oroiect. CITY OF WHEAT RIDGE PLANNING AND DEVELOPMENT DEPARTMENT RESIDENTIAL CERTIFICATE OF OCCUPANCY CHECKLIST" Add~~~ F\ou;;,~, ..._...~~ ::iT ~.;)"l"<?Y SITE: IDi~ C. '_. . ~IJandscapmg IS completed per zonmg regulations. (To IN comp/et<d and approl'<d PRIOR to T<qMaling 'finoJ ins]J<dion) c./The Public Works Department has inspected public improvements and any damage has been repaired. , fo b< c'!!PPlekd and appr"..d l:l!JQ!!. to T<tpUSting "jbWJ inspediqn) g--y:mprovement Location Certificate (prepared by a ColoradtJ licensed PLS) with spot elevations and drainag, arrows to be submitted with certificate of occupancy application (SEE EXAMPLE) EXTERIOR: IDi~ C--- ~ddress posted iY'Weather tight structure - paint, primed, caulking, etc llV1oxterior wall penetration sealed c---'All hose bib to be equipped with vacuum breakers or anti-siphon valves c/ Gas pipe painted IIY1;;xterior guardrails (36" high) and !I.:ljldrails (34".38" from nose of tread) installed !lV1jxterior deck - Yes . No -Z::::.. I:r Ledger bolts installed []II"" Exterior light fixtures installed llV'f"xterior GFCI receptacles (front & rcar exterior doors) GARAGE: IDi~ C .I o--1iarage doors ins~ lY"1iarage door opener - Yes ----' No _ V'Garage door reversing mechanism installed and functioning lIY'Fire rating ofwaJIs and ceiling (two layer on ewing ilframing members are.rpace greater than 16" o.e.) ~G.ECI outlet mounted not less than 18" above floor of bottom of box D--'1iyage steps and handrail installed iJ..-"S"olid core door with closure between house and garage. KITCHEN: IDle- C' -> _ EY'GFCI outlets (two circuits mini1llll11l) uY" Kitchen sink installed with hot/cold water lY" Garbage disposal IIY" ~asher properly connected (eleclrieal, plumbing) IY"'Range hood IlESIDtNTIAL - CERTIFICATE OF OCCUPANCY CHECKLIST _ P.., 2 GENERAL: Inj~ ~_ ~witch and receptacle cover plates g.--Jj'ght fixtures installed ~moke detector installed, location, AlC power, tested g....--tloset lights, Iype, style and location per NEC requirements IiV11andraiJ height and wall returns (3."-38 '"from 1UJse of tread) """"'-Guardrail height and baluster spacing (36'" high with balusrers spaced such IhaJ a sphere'" in diameler CQ1ll. ), pass through) IiY"Environmental air duct registers and diffusers installed -e--Window screens installed ~ess windows meet egress requirements c/B;!broom sinks installed with hot/cold water .g/' Job/showers complete with hot/cold water IiV'Tjle surfaces grouted/sealed and complete l!V""\V ater closet installed with proper clearances, shut-off and caulked to floor at base ~aust fan or window sized not less than 1/20 the floor area or minimum of 1-1/2 sq ft in size ~ ~eceptacle functioning and located per NEC requirements av1acuzzi tub - o GFCI protection o Access location, readily accessible without use of special tools or knowledge u--:ffiDpered glazing Q...--No un-vented gas appliances shall be installed BASMENT I CRAWL SPACE: ~ C )_ Nt ~ Basement - Finished Unfinished _ Partial _ # of rooms l>>-'" Stair handrail height and wall returns (3.'"-3S'"from nose of tread f>>/Underside of basement stairs fire protected if open for storage c--"Steel beam pockets grouted ~uPportcolumns are plum b and properly secured at floor and at beam lIY'".,5moke detector installed., location, AlC power, tested sr" Crawl space_ )( o UndeTilOOr access size (JS'"x 2.'") o Support columns are plumb and properly secured at base and at beam o Furnace- A Yes _No o Waterheater_ Yes ~No o Com bustion air . o GFCI service receptacle (required if/umaa or ",mer healer are located in space) o Switched light (required if fiunace or "'mer heater are located in space) o Under floor ventilation o Concrete slab -L o Structural wood floor o Under floor access size (JS'"x 24'") o Under floor ventilation o Under floor clearance (1S'" to bottom off/ocr joist, J2" 10 bottom of beams) tl--Sump pump installed per plumbing code g./Sewage ejector installed per plumbing code tv'Floor draiD ~echanical equipment working clearances llY'"'Mechanical equipment venting complete per code tI-"'" Pressure reliefvaJve drain terminated between 6"-12" above floor c:v' Water heater installed in drain pan if located on wood flooring .. Note: Not aI/listed items mav be relevant to eveTV Droiect. r.'lliE EINTRAUB .10RGANIZATlON LTD Foundation Compliance Form Date: 5/13/20 14 CONSTRUCTION SITE ADDRESS: 4678 Flower Street (Bldg. 4) Subdivision: Garrison Village Lot 1 Block 1 BUILDER'S NAME AND PHONE: Centex Homes 9250 E. Costilla Avenue Suite 200 Englewood, CO 80112 (303) 792-9810 I/We hereby state that the following portions ofthe foundation system for the above referenced pre j ect were constructed in substantial conformance with the foundation plans and specifications designe( for this project and the site where it is constructed. Date 5/5/2004 Inspector's Initials: CM Inspection Type: SF - Footing 1 Pad Inspection 5/7/2004 CM SF - Foundation Wall Inspection 6000 EAST EVANS AVENUE. BUILDING 2, SUITE 100 . DENVER, COLORADO 80222 . 13031504.9330 . FA:: (303) 504.9620 FOOTING / PAD INSPECTIOl\ ~ Cti RIS MOl \M:R,. 2:00 PM 1 Lot: 1 Garrison Village 4678 Flower Street (Bldg. .) Overall Results . Pass Add" Time 0 NA on Site Hrs o Fail (Reinspect .'<eq'd) Item #(s) of Failed Iter(s) Date 5/5/2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. GOO-03007 Billina Group No. 0062 WO#: PO#: Inspector Time of Inspection Location: Block: Subdivision Address EPO GS4678 Lot Specifics Order No.: 24952 StructFloor: None Model: F-1 Elevation: A Garaae: 1 BasementTvpe: Crawl FoundationTvpe: CSF Reference Number: cf n kl"t Fiel" SkOftch I\SIHl 101\ ...Iee I1l Refer to Item Description Pass Fail N/A Comments 1. Condition of Soil ~ 0 0 0 Upper Level..... .. Go a..[) ..,.'... ,...'.. .."..'...",'.,..... ~~~~; ~~~;.....A1IA..... .......... ...,............... ....... ,......".. ..,..............,... ..............,.,.....,...,.......................... 2. Footing Width I Deolh IXJ D D D 3. F ootin~ Reinforcing 0 D raJ 0 4. FODtii1RPlacemenl B{J D D IIil 5. Void Form Size...... .....,.... ....In. D D ~ D Placement 0 0 ~ 0 6. Vertical Dowels 0 00 0 00 7. 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"J....iM...l._.l.... ; _.J._.L...L.L.. \....!...i....!-.f.'..l.,., '..-..-....-.....-'.... i i l i i ,r=:j=r::j~...: ...j::: ~b7g T \.f)(:,.4 Weather Precautions: Comments Comments 141 (' .10 ,..Io-~ ~ <M..t'J .J1~" ~ j,r) ....1uJ"<J. )PA~ Th ~ (7;1 WIlt",-n j,. b~ Comments Notes: HD DeSCription of Problem 6000 EAST EVANS AVENUE n BUILDING 2, SUITE 100 -- DENVER, CO n (303) 504-9933.. FAX (303);04-9620 COPYRIGHT@ THE WEINTRAUB ORGANIZATION, LTD, 1998 ~.' FOUNDAT1UN WALL INSPECTION Inspector Time of Inspection Location: Block: Subdivision Address Date Sr7I2004 Client Centex Homes Caller Name Jesus Phone (303) 419-9973 Proiect No. Goo-03007 Billinq Group No. 0070 WO#: PO#: EPO GS4678 Lot Soecifics Order No : 24952 Moulder, Chris 1:00pm 1 Lot 1 Garrison Village 4678 Flower Street (Bldg. \) Overall Results . Pass IAdd'1 Time 0 NA Ion Site Hrs. o Fail (Reinspect Req'd) Item #(s) of Failed Iter(s) StructFloor: None Model: F-1 Elevation: A Garaqe: 1 BasementTvoe: Crawl FoundationType: CSF 'I cld' Fi&ld Sk&ICh IIsu&dlGn t r& 1st Refer to Item Description Pass Fail N/A Comments 1. Foundatlan Layout [&) D D D 2. Connection to Pier / RQ 00 D D D 3. Aliqnment W I Pier f Ft~ rtJ 0 D 0 4. Counterfarts D 0 ~ 0 5. Top & Bol. Reinlorcin~ ljJ D D 0 S. Horiz. & Vert. Reinlorcinq ~ 0 D ~ 7. Corner & Intersection Reinf 00 D D GKI B. Window Reinforcing D D KJ D 9. Step / Bridqe Reinforcinq ~ D D D 10. Void Form D D L?iJ 0 Size ,..,. ...,... . ..In. 0 0 [jJ 0 Plai:ement D D ~ D 11 DebriG in F ormwork IKJ D D D 12. Rebar Cleanliness IKI D D D 13. Rebar Placement ~ D D D 14. Holddowno 0 IX] D lXJ 15. Electrical Ground D D ~ D 16. Other.................. .......,. D 0 D 0 ..,.........,.....,'.....,......... D D D D Weather Precautions CommenTS Comments Notes: HD Reference Number: . . .. 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I .. ,_~.....~...._ ...!.....l.....;_.. ::::i::: j:=:i.::::;:~::l:::i:::::;::::~:::;::i:.!::=l:::j:::::l ~L:l:::L::!::t:_ ._\."..i... ..l.....i.w.l_.. : ::,:" t : " : ; : : : : : : " " I I : :::t:::t..-i,-.i.....i..M.im.i...-i..-~..~i.....~ :..-i-+....i .::~~:::l~:::!:::l::::: _=!:::=~=M :f?il::~t: ::::f:::r::]:=:r:::i:::::1:):::::I::::~:::1::::~: ::::l:::r:=:!.,..t.-!.M..!....,!...!....""". -1...,.i....I.:::., . ::. .._.~_.,~...\,-,~,....\...+...i...+.+.\._.+- ,...+..+..,.\....t.-\.w..!..+-+,.". .+.+.-\,..+..." ~+.. %78 r-LO\l)'~~ 'S.., (l)(.~ "I) ~~~~~~\ (i4\ '\ ~JJ ~A,,-v.1I (ISV, oJ -- , I Description of Problem 6000 EAST EVANS A VENUE -- BUILDING 2. SUITE 100 -- DENVER. CO -- (303) 504-9933 -- FAX (30c) 504-9620 COPYRIGHT @ THE WEINTRAUB ORGANIZATION, L TD, 1998 ~6: saC\t"'. FORM CHECK ~ zfl? ~ . ~200 EAST DRY CREEK ROAD ~ UNIT D 204 ENGLEWOOD, COLORADO 80112 I- ::;!: (f1 W ", , . (f1 (.f) W U U <( ~ >- I- -..J I- ::) """" N CLIENT: CENTEX HOMES SURVEY: 110631 DATE: 05/12/04 ADDRESS: 4678 FLOWER STREE1 o 20 ---l- Z Jl 40 60 : SCALE: 1" = 20' 1 0' ESMT ------------------- ~ o Ln ....., o Ln "" o Ln N ------l I 1 I 18.7' I . 1 I I 1 I 1 1 \ : 17.8' \-- 1 1 I 1 1 I 1 1 I 18.8' I. I I I . - _ I C'fV I', ~. I ......:......v J 1 " I " , !:l I , "...... ' ......2250 10"" DRAINAGE . 0' (: " s4{t '-,- '- Ln N 19.0' . #4678 PLAN F -lA 18.0' .. 19.0' o 1 I I -------l I I 1 I I 1 I I I I ~ ~ DETENTION POND ESMT LEGAL LOT 1, BLOCK 1, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON. STATE OF COLORADO r------- 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- ::;!: (f1 W V"l (.f) W U U <( ~ >- I- -..J I- :::::> o 1'0 CERTIFICATION: I, DANIEL J. KALMES, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CeRTIFY THAT ON 05/12/2004, A SURVEY WAS MADE OF LOT 1, BLOCK 1, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, UNDER MY SUPERVISION. THE PLAT HEREIN IS A TRUE, COR.~ECT, AND ACCURATE REPRESENTATION OF THE PROPERTY AS DETERMINED BY SURVEY. THE LINES AND DIMEi'< ;IONS OF THE SAID PROPERTY BEING AS INDICATED ON THE PLAT, THE SIZE, LOCATION. AND TYPE OF BUILDINGS AND IMPROVEMENTS ARE AS SHOWN. ALL IMPROVEMENTS BEING WITHIN THE BOUNDARIES OF THE PROP, RTY, SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED. THERE ARE NO ENCROACHMENTS, E...;EMENTS, RIGHT OF WAYS, OR PASSAGEWAYS ACROSS SAID PREMISES, EXCEPT AS SHOWN, FILE NAME: L 1 B1.DWG 'If DATE: MAY 12, 2004 k.,.,_.-,..;..,_ "'...~,~. 08/10/2004 07:52 FAX 303 773 8776 KIID ~ 009/009 ~\~ DRAINAGE CERT 7200 EAST DRY CREEK ROAD UNIT 0 2D( ENGlEWOOD. COLORAoo 80112 CUENT: ~ENlEX HOWES SURVEY: ~ 11]9( DATE: P8 09 04 AooRESS: ~678 R.OWER STREET o 20 (0 60 42.8 x...;. _____4~~ /I ~ ~ -: 1/ I ~ N 1 43.~ 10"1. 44 (I '" -+ SCAlE:: 1. ; 20' .. ."Z t 1~-------------- ~ :x 42.~ 39.2X x 10' ESMT ~ ------------~ --- '=! on N ~ o " 4t.7 . . q 13.7 .... ...!2! 42.~ 1 .9 r- ------ I I I .... " % ..., ~1.0 13,70 COY. " COlIC 16.35 #4678 PLAN F -IA TOF 44.35 ..... COlIC 16.35 #46 2 ~ PLAN F-1B ~ 1. T F 44. "' oJ ..., ... " ~ ::::;; U1 W COlIC I.~ U1 U1 OIIIV[ w ~ (J 17.8' (J -'--I <( 110M I ~ I 1.3 >- 00IlC ~ :J ;::: ::l "' ~ "' ~ "' #4676 #4674 l.'\lj ..., PLAN F- PLAN F-1A 1. e OF 44.35 TOF 44.35 2 ,... 16.35 16.35 " "". "". COlIC us i.lliI. LOT 1. BLOCK I, GARRISON VIllAGE, CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF COLORADO INV 3').7 412 X , . DRAINAGE CERTIFICATION: THE ELEVATIONS ANO ORAINAGE PATTERN SHOWN HEREON ARE THE ~EGISTEREO LAND SURVEYOR'S CERTIFIEO FlNOINGS OF THE FINISHED GROUND GRADES FOR THE ASOVE DESCRIBED PROPERTY. THE ELEVATIONS AS DEPICTED HEREON MAY CHANGE SUBSEOUENT TO TH~ DATE or Y OUE TO NA~ 0 / OR ARTIFICIAL. .ACTIONS. _f ~ 0 I .F!? ) , ~-~tf-t f\'GZa...,"~.- DANIEL J KALWES ~ 409 FILE NAME: L1 B 1.DWG ~TE: 08/10/2004 07:5! FAI 303 773 8778 KID ~\.p.- FINAL ILC 7200 EAST DRY CREEK ROAD UNIT D 204 ENGlEWOOD, COLORADO 80112 i;rNlEX HOWES >111790 09 0<4 78 nOWER STREET 20 40 CUENT: SURYlY: OA : AooRESS: . o - : SCALE: I" = 20' 10' ESIotT .. ____uy I ( en .. '" 0> ... '" a .,.; ~ a ui N 19.0' 13.7 0 CtN. ~ 13.7 '18.9 '" COlIC " ....' " 16.35 ~: '" Ii - #4678 % ~1.0 PLAN F-1A 1.0 ~ COlIC If) If) IlIlI'It ~ ~ 17.8' If) If) ~ #4676 #4674 ~ DIM PLA~ PLAN F-1A 1. % .~ COlIC " 16.35 '" CtN. 18.9' CONe o z>- <:2 '" >-.... >- ;;!~ >-.... =>(J . (J ..< ("oj COlIC I 'RM: ~I 17.9' OlIVE I CONe --- I I 1 I --_ 1 '1-- - I d d I - ~-----------------= --1---1 I I I 1 I I I I I I I I I I DRAINAGE ESMT .w;&. lOT 1. BlOCK 1, GARRISON VILlAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON. STATE OF COLORADO ~008/009 60 +z r. r- I I I I- ~ In LU In In LU U U <( <!el >- I- :J l- => o t<') IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IWPROVEWENT LOCATION CERTIFI~ATE WAS PREPARED FOR CENTEX HOIlES. THAr IT IS NOT A LAND SURVEY PLAT OR IWPROVEIlENr SURVEY PLAT AND IT is NOT TO BE RELIED UPON FOR THE ESTABUSHWENT: OF FENCE, BUilDiNG. OR OTHER FUTURE IWPROVEllENT UNES. . I FURTHER CERTIFY THAT rHE IIotPROVEWENTS ON THE ABOVE PESCRIBED PROPERTY ON THIS 9TH DAY OF AUGUST, 2004. EXCEPT UTIUTY CONNECTlO~S, ARE ENTiRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN. THAT tHERE ARE NO ViSIBLE ENCROACHIlENTS ON THE DESCRIBED PRElllSES BY ANY IllPRoVEWENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED. AND THAT THER~ IS N. EVIDENCE OR SICN OF ANY EASEUENT CROSSINC OR BURDENING ANY P~RT r,~D.:JW EXCEPT AS NOTED. 'iIi' ~ '-, /: THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCH TO ,0 E OW .. AND ~NTS~ OlJ COf~ 0 ~.,..""':v;....~ DANIEL J. KAL S lS 16409 FILE NAWE, L1B1.OWG COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 4b 7<-] "( 4.,?h ,")8 f" low--v-- / ~ \\',.:) '-''0 t. V-..).QC'\'~ W\Cnt'l~l\:s c....~'-- sr C-o~ ----- ~ b.t. When corrections have been made, call for re-inspection at 303-234-5933. Date: (n - 9 -(j4 ~ Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 4(., ?<.., ) 7L1,' ({.> -' 'IK ~ k)\,,-~ ClJ ~\'tJ\~ \N'C>\\ T~J,.{") ('o~~~) ~ ,"'C"\S;'(~,',""",\ <=\"\~.:s \3) ~<.\( \-'\ocx~,-~ ev.- ,<, "~bV ~ <:'i,A- <-,&1. J S hJ.~ "-"""::l J 'Y-...\ \l 0.. AA- ('f) ~ \>G,,^- (") u-r~ \ C~ 2 Q c:c..\<. ~ \ '"' \;"', \ \ ~~\ ~ \'H'h (~v-.-'C-v"--) When corrections have been made, call for re-inspection at 303-234-5933. Date: CD -OJ-()q ~ Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: ~ (p 7 c ~\o~ '3\ ~ V\lS \Nm 0\(\"l~\.J,. '\ \ When corrections have been made, call for re-inspection at 303-234-5933. (\ (\ ~\. Date: Co - <.. ~ - <A \W..::s -. Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 4 1'0 "7;( . s;." I 0' ...~ 'I\J<:J\€- ~ Oo.ss.'. bL~ A~'O'\ ()('M ~o...~~ ~.HAlJo... \~\<:..r.rc-.....S) \ '-'- "'k. '~L"-......... ~'--J. ~,,~ -~ When corrections have been made, call for re-inspection at 303-234-5933. Date: ~ -'~ S--C\q ~ Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 4 &,"/ <... f" \(tWo^-. o 1'\.1 (') ~,("-.!I"-"'ll.lU C',",,"", ('-.-~<:... \', Y"\...Q~ -~,l St'?~<::.~ \~ ~\O~\.- \.~-\-~ Q>.. 0~'~"" ~ i:\"."- \\ n 0 i- ,l" cc, \ ~,\.H. ~ r.:, \ -t-t"1 J <<-- (, t''h '" ~ Y'~~"~ " When corrections have been made, call for re-inspection at 303-234-5933. Date: (,., ~ <-(f ~ ('\Lf ~ 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: 16956 Date: 4/14/2004 Property Owner: CENTEX HOMES Property Address: 4672,74,76,78 FLOWER ST Contractor License No. : 21595 Company: Centex Homes OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rid e inances, for work under this permit. Description: (OWNER)(CONTRACT AT~,;).J,.b~ Phone: 705-5234 Phone: 705-5234 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $394,042.00 $3,439.35 $100.00 $4,728.50 $8,267.85 Total: - UNIT B- NC; 4674- UNIT A - NC; 4676 - UNIT B - NC; Use: SIC: Sq. Ft. : Own Please Note: or I contract . lines and or.'s r<:spoosible for 'oealiol' property a deoo, structmg '.mprovcments acc(,,. -!:"'{' ((', /1.-. pprove d' ......., . Th C. . P an all rClj,,'..1 dcvelopm('.,t -,:t:.:,:'j ..A_ - e Jlty IS not resf',:/lS ~ ~ " ". sd:n::l;,tu \":~;_..-,',, '.. ,,:'~ ~~;:~~~~~U~~_~~l,~;";;' .:,:,;;-:; ,duLi,..: (I" ,.. i;;~U.;(.L.:;~~.; j,:roJj':,..,I~~:i. BUILDING DEPARTMENT USE ONLY ?IIlZm~ Approval: MR Zoning: PRD 4/14/04 ~~!& Approval: MS OK. 4/7/04 ~JIlI Approval: DFB OK. 4/7/04. SEE ATTACHED SHEETS Occupancy: Walls: Roof: Stories: Electrical License No : 18486 Company : Controlling Systems, Inc. Expiration Date: 4/7/2004 Approval: Plumbing License No :21668 Company :MK Plumbing & Heating Expiration Date: 6/16/2004 Approval: OK/KS Residential Units: Mechanical License No : 21667 Company: Barrett Heating & NC Inc. Expiration Date: 6/16/2004 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 pennit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year, If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem, (5) Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and speCifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation, et',! ,l UJLMI K?;J". Chief Building Inspector Please sign Terms and Conditions on reverse side of page. ~' WHo'r "'/ ~ 0 - (;> U ~ COL OR ~\JO COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCA.TION Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: Gentex Homes 4Ul2/4(;/7+) 41o'7~/ib78 ~.",./ffthone: 303/705-5234 21595 Centex Homes Phone: 303/705-5234 O\VNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT '=h x4" 327 4.24 Construction Value:$ 32'1)':>14 4 Permit Fee:$ Plan Review Fee:$ c.....d.o--h~ Use Tax:$ Total:$ I hereby certify that the setback distances proposed by this permit application arc accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (V.B.C) and all other applicable Whea' Ridge Oro;\:.:. " for work under this permit. .' . .. (OWNER)(CONTRA~:G~~~f: I DESCRIPTIONi~k.., l\~ ,_.. .' J 4(,,-1"2...,_ .7<.ne\-13 - f"'-- ) 4b~~ ?,,~..AG~A ~ __Lt,~ - ~ 4"'lB vJ '.~ BUll,DING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: Zoning: BUILDING COMM~N~~ ApprOVal: tit 1, "1 PUBUC WDRKS COMMeNTS-l ~/::C- Approval: I<.t4 15 I -yq5)/ -\.A)~ >J" ..1(/\ SIC: ~~~ ~~~ Sq.Ft.: <-1/7/0'; - :;-=- /f7T~/:) s~,:::, Occupancy: Walls: Roof: Stories: y Residential Units: +- Electrical License No: 5274- Plumbing License No:2/ ro (., 8 Company: ~S=x,~sompany: yY\,~ Expiration Date: Expiration Date: Approval: Approval: Mechanical License No: '2 l ~to ., Company: ~A ~~ Expiration Date: Approval: (1) 'This pc:nnit was issued in accordance with the provisions set forth in your application and is subject to theJaws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any othcrapplicablc ordinances oithe 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) Hthis pemritcxpires, a newpemrit maybe acquired for a fce of one-half the IImountnormally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded ODe (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will chlmge the natural flow of water causing a drainage problem. (5) Contractor shall notify theBuilding Inspectortwenty-four (24) hours in advance foralJ inspections andshall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a pennit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of me provisions of the building codes or any other ordinance, law, rule or regulation. CbiefBuilding lnspector DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: ";/7/0</ . Applicant: Phone # Location of Construction: <It. 72 - <1(, -1'8 FL-a4.l€Jf!. S~ Purpose of Construction: 1- Pi.-EX Single Family Commercial Building Permit Value Multi-Family X DEVELOPMENT REVIEW FEES Development Review Processing Fee: (for document processing) $100.00 $ /00. i!)D Single Family Residence Review Fee: (for review of applicable teclmical documents) $50.00 $ CommerciaVMulti-Family Rcview Fee: . (for review of cxisting teclmical documents) $100.00 . (for review oftechnica1 documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $50000 $ tDO.DD $ COOT Access Permit Fee: (for document application and processing) $10000 $ . Traffic Impact Study Review Fee: (for document review and processing) $10000 $ Flood Plain Vari~mcc Review Fce' (for docul1l\.':nt fe\ I\';W and prOl.;l..:~sing) Class I Application: $300.00 $ Class I PublicationINotice NtA Class Il Application $750.00 $ Class II PublicationINotice $90.00 $ TOTAL REVIEW FEES (due at time of building permit issuance) $ ZOD_DO PLEASE NOTE TIIA TIN ADDmON TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMlTIING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT -OF-W A Y. Signature of A Date ~- Lie. . cA , ----,.. RevW<l) ~ DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW Date: ';/7/0 <I Location: <It. 72, '-Ie. 7'{ </(. 7~: '-/(.78 Attention: Building Department F7-0....~ S~~ 'f-PUi=X ] have reviewed the attached materials submitted in application for approval of a at the above referenced address. Please note the summary comments below. I. ....L 2.~ 3. 0/ 4. ./ 5. ./ 6. ...-- 7. ......... 8. V 9. ...-- 10. V II. ./" 12. ,; /A- 13. ,/ 14. V Boundary Closure: V OK Not OK; refer to stipulations. Drainage: a. Drainage plan and report ..>eMed b. Drainage plan not needed c. Lot drainage/grading to be reviewed by Building Division d. Site drainage/grading provisions have been reviewed and are: ,/ OK _ NOI OK; refer to stipulations. NPDES Permit Required: Yes v No Public Improvements: a. streel paving needed: Yes b. curb and gutter needed: Yes c. sidewalk needed: Yes d. street lights needed: Yes e, storm sewer needed: Yes f. letter of credit required: Yes If a lener of credit is required, for what improvements? ~No ~No 0/ No ~No 0/ No ~No .J.;/r Amount of letter of c/edit: ~ //1 Subdivision Agreement required: Development Covenant required: If Yes, for tV fA Traffic impact analysis and report required: State Highway Access Permit ..>eMed: New lOadway or alley RO.W. dedication recommended: If yes. what is recommended? All existing dedicated roadways/alleys meet the standards of the City: If no, which do nol and what is ft"",qucsl{"'d: ~/A Yes vNo Yes v No Yes ./No Yes vNo Yes v No _,../ Y es No APPROY AL: 1be Public Works Department has reviewed this request and hereby gives its approval. subject to the above and/or attached stipulations. :z-..:..;....;Jt3.. - - '1/7/0<1 Dale Signafuu David F. Brossman, P.L.S. NO APPROY AL: 1be Public Works Department has reviewed this request and does not give its approval for the reasons stated: SigruuUTe David F. Brossman. PLS. Dal. Stipulations attached: _ Yes 0/ No Summary Comments: Anv dam82e to the existin. Public ImorovemenlS as a result of this construction is to be reoaired to moet City standards bv the Pennil Aoolicant Drier to the issuance of the CatifJC3te of Occuoaocv. A Drainaec Certification Letter is reauired orior to the issuance of the CertifICate of Occuoancv. DEPARTMENT OF PUBLIC WORKS 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 (303) 235-2861 FAX (303) 235-2857 LETTER OF NOTIFICA nON FOR PUBLIC IMPROVEMENTS REST ORA TION DATED <1/7/0'/ ADDRESS <((,,72.- <-I~7S FL-Ow67e. S"~ 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, :)., 71.... ~ .-.,.~ r r.J -- David P. Brossman, P.L.S. Development Review Engineer Cc:Pile Rev 4103 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 @ 4672, 4674,4676.4678 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 by a 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 eievations 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. 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 T erracon All samples retrieved during the field exploration were retumed 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 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. of the estimated total movement. Additional foundation movements could occur if water from any source infiltrates the foundation solis; 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 solis 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 5011 backfill (on-site clay) ......................................................................50 psflft Cohesion less soil backfill (on-site sands or imported fill) ....................................40 psf/ft . Passive: Cohesive soil backfill (on-site clay or sllts).........................................................250 psflft Cohesion less 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 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/selllement 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 necessartly measured values; rather, they are a judgement of the swell of the soil andlor 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 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 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 suitabie 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 46th 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 /JdI/ Sincerely, TERRACON ~fj Attachments Copies to: Addressee (5) 7 M o S; ~ ~ C " Z o " ~ '" W ~ ~ ~ " M ~ o ~ M o ~ m m W 6 ~ w ~ o o LOG OF BORING NO. 4 Page 1 of 1 CLIENT Centex Homes SITE PROJECT Wheat Ridge, Colorado Garrison Village SAMPLES TESTS . " -' .5 ~ 0 ~ 00. 0 DESCRIPTION CD ,.: "if- w. .... ::; .5 ,: z:X: " '" 0: >- -I- 0 v >- '" w - di z u.." '" :x: :x:' <J) w > ~ Zz =- ... a. I- <J) OJ W 0 WI- :J Ow III 0 m ri a. u ::; a. u 0 >-Z >- Uo: ~1Il"5"O W <J) ::J >- W -' ~8 <r- Zl- U)B:;m " Approx. Surface Elev.: 5339.5 ft 0 :J Z I- '" CD 0:5. ::J<J) ~uU)S FILL, CLAYEY SAND, fine to coarse :: 2 grained, with gravel, dark brown, moist 5337.5 3 LEAN CLAY, some silt, trace sand, very 5336.5 - CL 1 RS 12 20/12 12 105 -0.3/ ~\.. stiff. orav. iron stained moist - 500psf 'D' POORLY GRADED GRAVEL, some to with oo~ silt, some cobbles, light brown, moist to 5 - GP 2 RS 12 41/12 wet, varies to silty sand, with gravel ~ 'D' oo~ 'D' -= Ooe :iZ - GP 3 ( RA 'D' 10- oo~ : ~ 'D' Ooe 'D' - ) 15- o'e o. :: 'D' Oo~ -= 'D' : o~D 20 5319.5 20- Stopped boring at 20 feet The stratification lines represent the approximate boundary lines between soil and rock types: in~situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 2-19-03 WL :iZ1O WD .!' DCI3.5' lrerracon BORING COIVlPLETED 2-19-03 WL 'l .J,C 2/22/03 RIG CME 55 FOREMAN MHA WL I APPROVED MEA JOB # 25035053 z ;;: a: I- '" -' ~ ::> " ~ ~ " o ~ z o " < ~ ~ w ~ " ~ ~ '" m ~ " ~ N Z ~ " '" c: m Z o u u " ." 12 0 8 I 6 4 2 ~ I 2 4 -6 -8 100 10,000 10' 1,000 PRESSURE, psf Specimen Identification . 4 2.0ft Classification LEAN CLAY Yd, pcf WC,% 105 12 Notes: lrerracon CONSOLIDATION TEST Project: Garrison Village Site: Wheat Ridge, Colorado Job #: 25035053 Date: 3-10-03 U.S, SIEVE OPENING IN INCHES I 4 2 1 1/2 3 U,S, SIEVE NUMBERS 6 10 16 30 50 100 200 HYDROMETER 6 3 314 318 4 6 14 20 40 60 140 0 I I I II I I I I I 5 0 5 0 5 0 . \ "\ , "- ., " .. 1"'-, \ \ , ----- i 10 9 9 B B '7 7 I- 65 :r Q 60 w ;; >- 55 "' 0: w 50 z u: f- 45 z w ~ 40 w a. 35 30 25 20 15 10 5 o 100 10 0.01 0.1 0.001 GRAIN SIZE IN MILLIMETERS COBBLES SAND SILT OR CLAY medium fine Specimen Identification . 4 4.0ft Classification POORLY GRADED GRAVEL with SAND(GP) LL PL PI Cc NP NP NP 0.41 ~ Specimen Identification g. 4 4.0ft z o u <( " " w ~ 0100 37.5 060 25.94 %Gravel %Sand 59.4 36.7 %Silt 030 1.418 010 0.19 ~ " M ~ M o ~ GRAIN SIZE DISTRIBUTION lrerracon Project: Garrison Village Site: Wheat Ridge, Colorado Job #: 25035053 Date: 3-4-03 W N in z ~ " " " ~ . U,S, SIEVE OPENING IN INCHES 6 4 3 2 1 5 1 3/4 1/23/8 3 4 6 10 9 U,S. SIEVE NUMBERS B 10 1416 20 30 40 50 60 100140200 HYDROMETER 0 I I \ I I I I T T 5 0 III1 5 0 It- \ 5 ~ 0 5 \ \ I '\ .. \ i , I 9 8 8 7 7 6 I- r ~ 60 w S >- 55 III '" w 50 z u: I- 45 z w ~ 40 w a. 35 30 25 20 15 10 5 o 100 10 0.1 0.01 0.001 GRAIN SIZE IN MilLIMETERS COBBLES GRAVEL SILT OR CLAY SAND coarse fine medium fine coarse Specimen Identification . 4 9.0ft Classification SILTY SAND with GRA VEL(SM) LL PL PI Cc NP NP NP Cu M ~ Specimen Identification g. 4 9.0ft z o " ~ ~ w ~ 0100 12.5 060 1.09 030 0.171 010 %Gravel %Sand %SiIt %Clay 18.4 60.2 21.4 ~ " M :g ~ M o ~ N '" N on Z " co " " ~ lrerracon GRAIN SIZE DISTRIBUTION Project: Garrison Village Site: Wheat Ridge, Colorado Job #: 25035053 Date: 3-4-03 03/05/2004 11:17 FAX 303 773 8776 ., CENTEX KMD PLOT PLAN CLIENT: CENTEX HOMES SURVEY: GS4672 DATE: 03/05/04 ADDRESS: 4672 FLOWER STREET o 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD. COLORADO 80112 30 60 90 . -- - --- ,l : Z [ SCALE: I" = 30' I oJ L~ I... vvv.vv 0' ESMT 10' ESMT ------1 ----------------------------- I4i 009/016 -------------:- ~ " iii .... r.;----:7I - - 28.08 , I~ ~I '" I '" I 114792 ,..: - i I~ I 2A PLAN F-2B f- Vi ~ ~ ~ 3 I ::E ~ ~ VI ~ ~ I ~ I .... .., 17.4' I ~ VI ~ I VI ~ . .... ~ ~ ~ I c.> , ~ 3 ~ I ~ Ii ~3' #4794 I I <Id EB PLAN F -EA ::l >- ~ f- 8 e8.08 ::::; F :::l ~ --~- -- .. --- :! r;;-----., ". ; I I I .0' .. :,. --....-- - .... .... ..... .... ..... ..... ..... .........._ I --.J I I I __J ------ I --- - .... .,p I LEGlL- . I LOT 1. BLOCK I, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO I I D:,"-.wnd P. W. f. ,.L. 1., ,~cl ~t hhmn:,~ l\'J. fidd Mg!". I"'\.lTI"'. lJADf"U.c:. ..,n.nA I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- I ---1'--- I R::::125.0' I- ::E VI .... Vl VI .... U U -< <Id >- .... ::; ;::: :::l b ,.., . I ---,- I I I ,of 03/05/2004 11:18 FAX 303 773 8776 KMD -+ CENTEX 141 010/016 PLOT PLAN CUENT: CENTEX HOMES SURVEY: OS4672 DATE: 05/04/05 ADDRESS: 4672 flOWER STREET o . 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 80112 50 60 90 I . ~ Z ~ ---- SCALE: 1" = 10' ---- --- / I 43.0\ 13,6 7~ '-J13,67 CDV PATIO - 0 0 ~ 16, 2 16.42 J \ CJ"> ~ #4678 #4672 r \j CJ PLAN F- A PLAN F -lB ;;0 n I --! --! --! -1 1 0 ~\ 0 0 ~ (.I) C1 .,., C1 (.I) J> - J> . ~ ~ .<:>. w ::0 ~ ;;0 W W 0 0 w 17 ru ru ru ru --! --! -1 I--" 0 0 0 ~ (.I) Cl .,., "'l - - .<:>. J> ~ ~ w ;;0 ~ .<:>. w 0 0 I\) ru I\) COV PATIO PLAN F -lA ~ #4674 ~ 16.42 2] '-J CDV PATIO 0 13,6 I~ I~ '-J 13,676 PLAN F -lB #4676 16.42 43.0 ~I o -=.l .Wi!!. LOT 1, BLOCK 1, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO , l ':1. I " M. ~":C,i Ml!r., Desmond P. T . c' FILE NAME: L1Bl.DWG DATE: MARCH 5. 2004 03/05/2004 11:18 FAX 303 773 8776 KMD -+ CENTEX ~ 011/016 \(1-. PLOT PLAN CUENT: CENTEX HOMES SURVEY: GS4674 DATE: 03/05/04 ADDRESS: 4674 FLOWER STREET o 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 80112 30 60 90 . It (z ~ -- - --- SCALE: 1" = .30' 'oJ "''''.. \01\1\,,,\1\1 0' EStolT 10' EShtT ------1 ----------------------------- -------------. ~ III b Ii ..., Ri----:;I . I~ "', ~e.oe . '" f I '" I 114792 '" - i I -2,0, PLAN F-2B I- ~~ ~ ~ :l 3 :::E VI ~ I ~ w ~ ..., 11.4' VI ~ VI , ~ :; W ~ n' '-' ~ ~ '-' ":3' -< ~ i #4794 ... <Ii:l -2B f"LAN r-2AM >-- !:i .... e ~e.oe . ;;;j i 14.7 .... ;;;) - -------- " --~ !:! - r;;------;) 1-# ~I I I I .... I I ::& I .~ ~ I , II'l I I VI I I ti I I ~ I I I I ,;g I I ~ I I 5 ' ;:: I ::::> , , '0 , ..., I I 1 1 , , I I I I I 1 I I I 1 I I --1---- ----- - ~t ..... ..... .... ..... .... ..... ..........- -- - I --..j ,- I I I r--------l I Desmond P. Toc'-lW. Mark L. Linda S. Donna M. Field MgT. --- 1 -- ~ -I - I I I , I(! ,g CEG~L-' ..! LOT 1, BLOCK 1, GARRISON VILLAGE. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON. STATE OF COLORADO _J~-t:)t/ """ "'AU.. 11111 nw~ DATE: MARCH 5. 2004 03/05/2004 11:19 FAX 303 773 8776 KMD .. CENTEX III 012/016 o CUENT: CENTEX HOMES SURVEY: GS4674 DATE: 03/04/05 ADDRESS: 4674 flOWER STREET PLOT PLAN 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 80112 30 60 90 · i z SCALE: 1" = , 0' ----- I I 43.0 COY PATIO --....J 13,67 o 13,6 7~ (:) I~ I~ --....J 13,67"0 ~ ~ t I---" ~ --; o (/) ~ w w ru --; o (/) ~ W /w ru COY PATIO 16.42 #4678 j (J\ r ~ n ::r: 16.42 #4672 PLAN F -lB PLAN F-1A --; o ..., ~ ~ o ru -I --; 1 P I---" ~j: W ru --; o '1 ~ ~ o ru --; o '1 ~ ~ o ru C1 1> A:l 17 C1 ]> ;;0 o C1 (/) ]> ~ ;;0 w w ru ~ ~ o ru -lB PLAN F -lA #4674 16.42 -0 Cl iU n ::r: PLAN #46 6 1 .42 d 2j ) --....J COY PATIO (:) 3.0 ATID ~ --- ------ ~~ ~ :;~:::~: ~ - tSW Dam::1 11.. ,~.~.+__ LEGAL LOT 1, BLOCK 1, GARRISON VilLAGE, CITY Of' WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Field Mgr. F'Ilf: NAME: 11 B l.DWG --- _._-~~_._------ DATE: MARCH 5. 2004 03/05/2004 11:19 FAX 303 773 8776 lOID PLOT PLAN o 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 80112 30 60 90 -- - --- SCALE: 1" '" 30' loJ~" '- ....\.1'\1."''''' -+ CENTEX 141 013/016 CLIENT: CENTEX HOMES SURVEY: GS4676 DATE: 03/05 D4 ADDRESS: 4676 FLOWER STREET .. ,[ z R O' ESMT 10' ESIlT ------~ ----------------------------- ------------- ft .... ..... .... .... .... .... ........ ........ I ..........J 1_- -- I I I r--------l I I Desmond P. Toc'1 W. Mark L. Unda S. Donna M. field Mgr. a ..., _B.08 . M i '"' 114792 ~ 2A PLAN F'-2B i ~ ~ ~3 :.'l , ! ' S S S 17.4' ~ ~ :l ~ ~ ! ' ~ ~ -2B 114794 <") PLAN F -2A l"j t:: 8 28.08 , - ------;- --- ~ :: ~----Jl I I I I I ~ ~'f In \.lJ In Vl \.lJ ~ 4( .-s ~ :J ;::: ::> - o' ~ .v I lilt- lOT I, BLOCK 1, GARRISON VilLAGE. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ... Ii .... mv....TId ~13.6~ lf~~72 il PLAN - \l S ~ 1.... ~ H!\l II 101 II l> i 15 II N PLAN - 114&74 1 .~ -- r.;..-----~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ........ I ....- --1-- I R~725.0' I- ::E Vl .... Vl Vl .... U U 4( .-s >- I- :J ;::: ::> b ,.., I -- t- -I - I \ I ( 03/05/2004 11:19 FAX 303 773 8776 KHD .. CENTEI 1410141016 /,. \- }.. PLOT PLAN CLIENT: CENTEX HOMES SURVEY: GS4676 DATE: 03 04 05 ADDRESS: 4676 FLOWER STREET o 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 80112 :SO 60 90 .. ~[: Z ~ -- - --- SCALE: 1" "" 1 0' -- ------~ I 43.0 I 4 13,67:--J COV PATIO COV PATIO '-.J13.67 0 0 ~ ] 16.42 16.42 0'\ ~ #4678 #4672 r PLAN F -lA PLAN F -lB ..., ..., 1 Cl 0 ~ - ~ (.I) C"l C"l ~ .t>. J> J> W ;u ;u 3' w <=> f)) ru ru ..., ..., 0 Cl 0 (/) Cl '1 C"l (.I) ~ - J> .t>. J> .j:l. .t>. ;u .t>. W ;u .j:l. P~1N w ( w 0 W I ru ru ru "'0 PLAN F -lB F -lA 0 ;u I~ d n #4676 #4674 I - I~ . \ 16.42 1 .42 ~ '-.J -......j 113,676 COV PATIO . 13.6 C) 4 ~~I 0 ---- ~ ~ LEGAL LOT 1, BLOCK I, GARRISON VILlAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Desmond P. TocL1W. IVlu~.k L. LL..;a S. Dc;;naM. Fiel<iMg... - 4( 03/05/2004 11:19 FAX 303 773 8776 .. CENTEX KMD PLOT PLAN CLIENT: CENTEX HOMES SURVEY: GS4676 DATE: 03/05/04 ADDRESS: 4676 F'lOWER STREET o 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 80112 30 60 90 At -- - --- i z SCALE: 1" = 30' I..J '-.I...... ,",vv.vv O' ESMT 10' ESllT TC ~ 013/016 ----~- ----------~-----------------~ --------~---_. F~-----J1 I I I ..... I I ::it I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -1-- I R~725.0' ~ ... Ii U" r;o----:;J lle,oa . \~ Cfl I M I '" I 114792 ~ I 2A PLAN F'-2S I ..... "I' .. .. :3 ~ ;'I ~ ~ .. . ~ n s .., .. 17..... III ~ VI ~ .. W ~ n <..l . 3 ~ . <..l ! :! . "< II 1*4794 ... i old >0 ~ -2B PLAN F -2A .., ..: ~ e 29.09 a :J ~ ..... ...., ::> - ------;- --- ~ n :: - ----- - I 0' 't ~<'! 'II ' ~ .... .... .... .... .... .... .... ............. I -......J I- I I __J r------ I I I Desmond P. Toc'1W. Mark L. Linda S. Donna M. field Mil'. -- ..". I lEGAl- . / LOT I, BLOCK I, GARRISON VilLAGE. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF' COLORAOO --- VI III w U U -<( old >- ..... ::l ..... ;:) ~ ~ I ---,- I I I - 03/05/2004 11:20 FAX 303 773 8776 KMD PLOT PLAN o , 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 80112 30 60 90 SCALE: 1" = 30' loJ .,."".... "''''''''..''''"'' 0' ESMT 10' ESMT b -------""1!; .. CENTEX CLIENT: CENTEX HOMES SURVEY: GS4678 DATE: 03/05/04 ADDRESS: 4678 FLOWER STREET . )oft z r I< ill ---------~------------------- q ill .7 as.Os . '" i '" #4792 ..: 2A PLAN F-2B i ~ , ~ :il . ! ~ ! ~ S 17.4' , . .. ::I ~ n , 5 !' . ~ ~3' 2B #4794 '" i PLAN F-2A"l ~ r;.----.. <!,. i)'\ I I I I I "'~ .... ~ ~ 1I7 W III VI W U U ...c lU' o'tl ~ ::J 1= :::l e ee.os ~ . . ...7 - ------- ~ ---- ----- -- ~'" ~ I lEGAL- LOT I, BLOCK 1, GARRISON VILLAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1"11 F' NIlMI', 11 R1.nWt, r;;------;;) I ~ ;1 I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I --t-- .... .... .... ............ - ........._ I --..J 1- -- I I I r---------I I I ~1llC)Dd P. Todd W. Mark L. iinda S. Donna M. Field Mgr. ---- I4i 015/016 I- ::2 lI'l ... VI 1I7 W '-' U -< ~ ~ ::J 1= :::l b ,.., , I --,- I I I , DATE: MARCH 5. 2004 03/05/2004 11:20 FAX 303 773 8776 KMD .. CENTEX ~ 016/016 PLOT PLAN CLIENT: CENTEX HOMES SURVEY: GS4678 DATE: 03 04/05 ADDRESS: 4678 FlOWER STREET o 7200 EAST DRY CREEK ROAD UNIT D 204 ENGLEWOOD, COLORADO 80112 30 60 90 . ,~z l " -- - --- SCALE: 1" == 10' -- ------ - ~ I 43.0 13,67:--J COV PATIO COV PA no :---J 13,6~ 0 C) ~ I 16.42 16.42 "'0 ~ #4678 #4672 Cl ^' PLAN F -lA PLAN F -lB ("") I ...., A --J 0 . 1~' D ~ Cl ..,., Cl C/) J> ~ J> - ~ ^' ~ ^' w C) C) W IlJ IlJ I"1J --J -I 0 0 D - ..,., ..,., Cl C/) - - J> ~ of:>. ~ ^' ~ ~ w W C) 0 W I IlJ I"1J Il,) IlJ "'0 PLAN F -lB PLAN F -lA Cl ^' I~ ("") #4676 #4674 ~ I . I~ 16.42 16.42 -....j -....j 13,670 COV PATIO CDV PA no - 13,6 0 43.0 ~ ~ 0 c . 0 ( ..... , LEGAL LOT 1, alOCK 1. GARRISON VIUAGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Desmond P. Tor'-IW. Mm'kL. Linda S. Donna M. Field Mgr. F'lLf NAMf: p II 1. DWG DATE: MARCH 5, 2004 ,:; +I ...J C o :.J o N 'S o 2' o .0 :J o l:; c I GENERAL FOUNDATION NOTES DI=6IGN IS BA6ED ON THE UNIFORM BUILDING C,ODE, Iqq, EDITION. DE~SIGN LIVE L.OAD6 AR.E: ROOF (SNOH) 30 PSF (6F<OUND SNOH LOAD) FLOOR6 40 PSF :2 FOUNDATION OeSIGN IS BASED ON THE FOLLOJ.AlIN6: ~ TYP. @ ~y PORCH I T.o.s.= 100'-5 3/4" ~ T.O.W.= qq'-5 1/4" T.o.w.= qq'-8 1/4'~ T.O.s.= 100'-8 3/4"A.. J/C\ "B.O.F.:: CfS'-4fl \ I ~ B.O.F.= CfS'-411 ~ . V : T.O.w.: qq'-8 1/4" ~R~g~~ 1\ f=O,::cC~ ~ 5" ~G~~~~LAB ~R~lg~.;\ /T.~~;.=q~~~~:41~ "B.O.F.= qS'-4" \- nSLAB ~N \ In il 5" THICK CONG. SLAB I 2 ON GOMPACTr=D FILL rr -, SLAB "., \ - ON COMPACTED FILL t;;. 811 THK. FND. Y'tALL5; REINF.~\ .~\._____ _ _.... "L...!.~_ REINF. HI #4 BARS 0 ~6D~' I REINF. W #4 BARS 0 ! '\: ' I ;/- 8" THK. FND. HALLS; REINF. Wl2- #4 TOP 4 BOT EXTEND ~); '-GONG b =r II. I 18" O.C. CENTER-ED IN I........ 18" O.G. GENTER-ED IN 1-; r ---J;--CON~i1.-;1'1 Wl2- #4 TOP 4 BOT EXTEND REBAR INTO BSMNT ViALL 'HAUNC;\ -' = ~ SLAB EACH WAY. SLAB EACH WAY. HAUNCH) REBAR INTO BSMNT HALL AND HOOK 12" MIN. POUR ,t n 111 \1) n..ST~ L I STet=' 1 1 I AND HOOK !2" MIN. POUR 1 T.O.W.= 1001-011 ~LL~ MONOLITHIC WI STEP I I . ~.O - - - - - --- --- - -- - - - - - - ~... I I STEP WALLS MONOLITHIC WI 1\ ( ) I l-T -~I T.O.W. ~:-.J L ... (Y ) "B.O.F.= q5'-4" ~ _ BSMT~LLS~TYP.!.3 _ --.J ~.o.W. ~ ~_/.-J I t~ --=-~ I I -~ ======-tt I I ~ +- T.O.W~ BSM~WALL~...:-T~'!3 _ _ _ ::GE I · i - - - - - - - - ~ T.o.W.: 100'-0~~1 i - :~:.::~:::.~. - I I r \ ~..~;'!~!.~g~ -: ~ ~.~~:~ ~~~~?U~ - - - - - - - i : I I I '-r B.o.F.= Q5'-4" I I T.o.s.= qq'-3 1/2" A.. II I J-,. T.o.s.= qq'-3 1/2" I I I I \ GD-I J I 'I I I T.O.W.= q8'-1I 1/2"V I I I '-rT.O.W.= 'lB'-11 1/211 I I I ~ I , B.O.F.= Cf5'-4" , B.O.F.= QSI-411 I : III : #4612 : : UNEXCAvATED : I: UNEXCAVAi5D:: ~~~4 : : II I F -I B <( I I 6~ %~;;Z~Eii~~L. I I 6~ ~~~;;6~Eii~~L. I I I I L J ~ I I I I I I L II, J 10'-0" I 1/ ri8" 11'_4" I I :-110" II '-4" I -1,,, 10'-0" l'-O"li-8" ~ ~'.~'.~:~ ~~~~?"~ '1!1 I II ,1"'-1'-11 I II ~ T.o.W.= 100'-0" I ~ ~~~~'.: ~~'~?" -L.- - - - - - ~ 1: III: f5\ ,L I r u : I 'rB.o.F.= Q5'-4" r- - - - - - - _In L 'tl STEp- - - l rl BEAM BEAM-- 'li!11 ~D I I ~BE. AM BE. .AM~I I r' - - -STEP1 ~ T.o.W.: 100'-0"A.. I T.O.W. I POC.KET POGKET NII,I I - I I Iii POGKET PQC,KET I B.O.F.= Q5'-4" V I T.O.W. T.O.W. ill I 1 ,I I L , I T.o.W. T.o.W. T.o.W. I I ~ I ~8~10 (DROP~EI22 ~t ir\ T.O.s.: QQ'-8 1/2" I ir\ T.o.s.= QQ'-5 1/2" ~8~10 (DROP~~ I ~ I I I ... I @ 1ST FLOOR I ~J I ~- L 3- , I 3- '-r L 3'-6- I II' @ 1ST FLOOR I.J , I r--h I :I!I L_~~~ -~~ lit ~ ~~_J 1]1: I, -1---' I CONc.Y--j I /l. 'I~~ONC. f=AilO I ~~~~~H2 I I ~~~~'.: ~~'~?" -- - - - - - ~T.o.w.= 100'-0-:-;1 Ifc T.o.W.: 100'-0"A- - - - ~.~~:~ ~~~~?"~ I I ~~~~H2 F>ATIO 6~ G~~;;6~Eii~~L. ~~: : : ~ C~AUJ1.. ~'r::.~~5'-4" ~'L tl'-6~.0.F.~:;:;1.. &~ACE : :_$ T.o.s.: Qq,-~~ ~~ ~~~~~~Eii~~L. I [ , le" MIN. DEPTH TO UNTREATED ~D. I I 18" MIN. DEPTH TO UNTREATED I^tD. ] I ~ I r PROVIDE VENTILATION PER CODE. I -,.. - -, TYP. @ L - _ PROVIDE VENTILATION PER CODE. __ - -1 I HAUNGH ~~R~g;~ I ~ T.o.s.: QQ'-5" J' I I I.~ ~ ~ ~ I I I 1 .--'.. I :1 .1 \G~-IJ SLAB : '1' . I I :: ( 3 \... I I : I( 3 \... ; I I '-=/ I T.o.W.= 100'-0" I ~~~. I I T.ON= 100'-0"A.. : \1 I : '-E?~ T.o.W.= 100'-0" I I T.o.W.= 100'-0" I =: . / ~-I' I I ~~~'11 ~B.o.F.= Q5'-4" 1/ B.o.F.= Q5'-4" V b '\ t: __ ~B.o.F.= q5'-4_" ~ I r I/B.o.F.:: Q5'-4" V ~ I _ / _I _"_ _ _ _ I T.O.IAI.-_. 100'-0" 1 ~ ILl - - - - J ".L.- - - - - - VL-- - - - - - 'i=',.. -.J L - - - - - Y'I ,. LL.. .._~...: -- -- .- -L.1J \ L.._.. ...~. ---.-. - .-. ~-- --. I /" B.O .F . = Cf 5'-4" V --'" -- ...... -.._.. -." "'-'-"-."'. -~...- -.-.--..- "- ALLOHA6LE 6EARING7 MINIMUM DEAD LOAD EGUIVAL.ENT FLUID PRESSURE 200Q.~ PSF .MI~ PSF 5Ct_~~.....,...." PCF THE ABOVE FOUNDATION CRITERIA SHALL BE CONFIRMED BY A COLORADO LIe.ENSED ,';EOTEGHNIGAL EN6INESF< PRIOR TO THE START OF HOF<K. 3 (~ONCRETE SHALL CONFORM TO THE FOLLOHING: (PER THE 6EOTECH REPORT OR ACt) MINIMUM C,ONC. STREN6TH 3000 PSI ceMENT TYPE II HATER Gt!Mt!NT RATIO .50 NEGLIG7IBLE SULFATE EXPOSURE T.O.~.:: 100'-0" A.. 6.0.F.= "51~411 V ~ .. a 1 ;r =s :::>....:1 <Z ~8 E-t~ ~t::~ ==Z~ ~~.... ~ ~ ~~ 0 '" 1Ia......-1 i J ~"""L~ c.c> ~ c:t> S I U 8 MINIMUM CONC,. 5TREN6TH 4000 P51 GEMENT TYPE II HATER CEMENT RATIO .50 MODERATE SULFATE EXPOSURE MINIMUM CONe.. STRENGTH 4500 PSI CEMENT TYPE II HI e.LASS IlFII FLY ASH YiA TER CEMENT RATIO .45 SEVERE TO VERY SEVERE ~ SULF ATE EXPOSURE S\Clne.. .. ..............., I~LL CONCRETE REINFORCING SHALL CONFORM TO ASTM A615, 6AADE 60',VIQE t11NIMUM 24" LAP SPLICES. PROVIDE 24"x24" CORNER BARS, OR 12" HOOKS AT" ALL CORNERS AND INTERSECTIONS. (7\ 'CD-If ~~~P.@ GRAHL SPACE 4 dJ , f() dJ I f() ~;TRUCTURAL STEEL SHALL CONfORM TO ASTM A36. STEEL COLUMNS SHALL CONFORM TO ASTM A53, 6RADE B, OR ASOI. ADJUSTABLE PIPE COLUMNS SHALL BE II 6A6E OR ~;CHEDULE 40 (AS CALLED OUT ON THE PLANS) HITH I 1/4" DIAMETER POST Se.REHS. 5 /' -8 II l' -0 II THE FOUNDATION SHALL BE BAGKFILLEDPER THE 6EOTECHNICAL REPORT (I.E. HITH ON-SITE SOILS AND/OR IMPORTED FILL APPROVED BY THE 0EOTECHNIGAL ENGINEER). VARIATIONS IN BACKFILL MATERIAL FROM SPECIFICATIONS IN THE 6EOTEGHNIGAL r<.EPORT ARE TO BE BROUGHT TO THE ATTENTION OF THE cSEOTECHNICAL ENcSlNEER AND THE STRlJCTURAL ENGINEER PRIOR TO CONSTRUCTION OF THE FOUNDATION. 6 I" ~ (1) , ~ en I~ T CONCRETE SLABS ON GRADE (BASEMENT AND GARAGES) PROVIDE sc.ORED OR SAHGUT (l/e" )( I'. DEEP) CONTROL JOINTS. SPACE JOINTS AT MAX. OF 20'-0" ON GENTER. WHERE POSSIBLE ALIGN JOINTS WITH INTERIOR GORNERS OF SLABS AND ON STEEL C.OLUMN C.ENTER LINES. FOUNDATION WALL THICKNESS (U.N.O.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . F 00 T I NG 5 I ZE ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. e II x I b II U . N .0 . VOl D FORM SIZE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (NOTE: VOID TO BE PROVIDED AS A SINGLE PIEGE AT SPECIFIED DEPTH AND WIDTH, NOT BUILT UP FROM SMALLER DEPTHS) 1 TYP.@ PAT~ \:!:Y I t f() I 2 ~ > ~ e ~8U HIDE TURNDOWN SLAB MIN. DEPTH OF FOOTING BELO~ EXISTING 6RADE . . . . . . . . . . . . . . . . . . . MIN. DEPTH OF BOTTOM OF FOOTING BELOH FINAL GRADE . . . . . . . . . . . . VERTIC.AL REINFORGEMENT IN ALL WALLS OYER 41-0" IN HEIGHT. . . . . . . .._~1~2Q~Q.G._~ ANGHOR BOL T SPAGIN6 (U.N.O. SEE FND. PLANS) 1/2"dia.ANGHOR BOLTS @ in I ~ in I ..Q ~ \J) ~ "The soils c.riteria presented herein are per the geotechnical report: ;::>r ep or e d B~: Da te dt1~~lC.~h_l O~~QQ~____~_..._ ~:,ubdivision: <zgrrrsorL_~1IJg_~..J2!LUQJD_g_~_4 ~_._____ Filing: Lot: Block: MuniGiPQljt~: Pro JeGt No.: Last revised: ...J ...J <( [t 1lJ 6 N I ~ ~ ...J ...J <( (t w 6 N I dJ -.c -~---- - ftlt' ,-- -- - ~I- STEP- - - l - - - - - I / ~ ~ rT.O' .IAI.= 100'-0" J - -'- [I -- -"- .--- -\\ -,:--- -IT.O..IAI.::: 100'-0" -J - - ~TEP -='1 - 'I l/ I -- ~ T.O.W.= 100'-;; / 'II 1'\ J'" ir\ n / I ~ I T.O.W. I . I '-r B.o.F.= Q5'-4" II B.O.F.= Q5'-4" V I I '-r B.O.F.: Q5'-4" I T.O.W. I ( A , II ~AiIOII I. _, ...1 ! :: ,~I ~~'-6" :: I ~T.O.S '1'11-8 I ',S-tf 11411 GONGRETE SLAB I~ I~ T.o.s.- Q'1 -8 /" I I I I I '-r I ~ ON GOMPAc.TED FILL. I ~ I I L_~ I I I I I : I ?> r--t I Ct:<AUJ1.. &~ACE I I Cf:(AUJ1.. &F'ACE I j-:---' I I GONG.Y- -I I 9 IBU MIN. DEPTH TO UNTREATED WD. I' 18" MIN. DEPTH TO UNTREATED WD. I I-"=-~ONC. : ~A i 10 I HAUNCH rf'l PROVIDE VENTILATION PER CODE. PROVIDE VENTILATION PER CODE. HAUNCH I ~ 4" CONCRETE SLAB : TYP.@211111 I ~ T.o.W.= 100'-0" ~ T.O.W.: 100'-0" I I I T.O.W.= 100'-0" A.. I, " TYP.@ 2 ~l ON GOMPAG TED FILL. [;\ I I \1\\ I 'rB.O.F.= '15'-4" "~._ _ "B.O.F.= Q5'-4'~ ~ jL"B.F Q5'-4'~V_ _ _ _ _ -/ ~~~:: I~?'-::'''~ ~ 1 'CD-if I I I "'- " I - I I I I "'~5" WIDE ~ :1 TYP. @ ~==~I I,' ~~~ET ~~~~~1lillli ~'-6-l- - - - - -;. ~~ I ~~ ;- - - - - -l 3'-6~ J-~~~ET ~~~~~ ~~~=~ ! ~~~rfOWN BEAM Ii T.O.W. T.o.W. '11111 I 1 TO ~ OF tl11 ~ro ~ OF 1 I I T.O.W. T.o.Y'4. ~ I I 8" WIDE ~ f' I POG~ET II : ~8~10 (DROP~I22 ~ TO ~ OF 1-V)I.DOII+l II W'JI TO ~ OF .1' ~5~10 (DROP~~ 1'1 I l TURNDOY'!N I 5 I II ',@ISTFLOORI1IHOLDOt+1II11 I ~ T.o.s.= QQ'-8 1/2" ~I 'A@ISTFLOORI"STEPI I I Jlllli ~ T.O.S.:; QQ'-8 1/211 111. ::b.\..I ,I TO IAI'1 SLAB STEP \(jD-IJ I I 11,111 I \J III 11_~1I1 I I 5 . .y't. I T.o.W. e I '11 T U T.O.w.= 100'-0",. r 1- - - - - J I I I ~'III II I I I ~ _'" I L _ _ _ _ I V B.O.F.: Q5'-4" V ".1 III1II I I 1 I I I ~ T.o.W.- 100 -0 ---r · I L - - - - - - -~ T.O.W.= 100'-o"A I,ll! I 'r B.O.F.::: ct51-4I1L~ _. - - - - -- IU B.o.F.= Q5'-4" V I 'i'1 I I I I I a 10'-0" I ill /~5" II '_4" -10" 11'_4" :-ta" 10'-0" 1'_0" III~" ~. " I I II I I I I I, II I I I l #4618 <( I, I UNEXCAVAiEO I 'I UNEXCAVAiEO I I r n I, I 4" CONCRETE SLAB I I 4" GONGRETE SLAB I I -1-4- 4 ~ 1 ~ :: F -I A -c I I ON GOMPAGTED FILL. I ON GOMPAGTED FILL. +t U U : : II i I I I I I TYP. @ I I I F -I B I r I ~~:~i'~, I I, I T.o.s.= QQ'-3 1/2"A.. I I J-,. T.o.s.= QQ'-3 1/2" I I I I T Q81-11 1/2"V I I I I I B.O.F.= Q5'-4" I I "~~~'.: ~~',=~Y2" I I \ GD-l J I I ~ T.o.W.: 100'-0" I I I ~ I I '1' B.O.F.= '15'-4" '\ I I ~ T.O.H.= 1001-011 I II T.O.H.::: lool-o"A I I T.O.Y'!.= 100'-0" I I I \l I '-rB.O.F.= '151-4" ~ 1/ B.O.F.:; '15'-4" V I ,. J-,. T.O.W.= 100'-0" I L dJ .f-DEPRESS T.O.W. @ I [.DEPRESS T.O.W. I / B.O.F.- '15 4 V I I T.O.W.::: 100'-0" 1 '-r B.o.F.= Q5'-4" -........:.... - - - - - - - - - - - -"\ ' GARAGE DOOR I GARAGE DOOR ).L- +- - -=- ~ "- - - - - - - - - .-l B.o.F.= Q5'-4" V I I t L _ _ _ _ _ _ _ I 1-- _ _ _ _ _ J · - -r- ~ - 5-:rHK FND. WALLS; REIN~ =J "1="STEP -t t, ii' I ~- ----_ I I =~==- ~--__. I Ii ~ t- STEP-=( r;= ~THK. FND. WALLS; REINF:"" - - W2- #4 TOP 4 BOT EXTEND ~ T.O.H. I I ~l~=~ r- - - - - - - - - -- - - - - - - - -1 ......_:.::J-STE I \: T.o.W. A Wl2- #4 TOP 4 BOT EXTEND REBAR INTO BSMNT WALL II., I LJJa ~_~It,~ ~O~CLJ T.Of"l'L'L I) I REBAR INTO BSMNT WALL AND HOOK 12" MIN. POUR J' GONG J I I I I ~ r-T i ~ F'Of:(C~ I ' I . ~CONC. , ~ I AND HOOK 12" MIN. POUR WALLS MONOLITHIC WI ~ __ Lt!t-lLNi!::!2 in _ J:: I"': l 5" THICK CONC. SLAB ~r..2~ 5" THICK CONG. SLAB ~ HAUNCH V'tALLS MONOLITHIC l^V BSMT. WALLS. (TYP. @ 2) /1 I ~ 7-' . 1/ liON COMPACTED FILL ~ ON COMPACTED FILL L I 1:... - 'i- ----;---l. BSMT. WALLS. (TYP. @ 2) I II / V811 WIDE XL ~ REINF. W #4 BARS @ ~~D-I REINF. HI #4 BARS @ ~/ ~ L8" WID~ '\ T.O.Y'!.= qq'-e~ ~ T.O.W.= QQ ,-8,,1/4'/ TURNDOWN . \ 15" O.C. CENTERED IN 15" O.C. GENTERED IN I TURNDOW B.O.F.= Q5'-~ 'r B.O.F.= '15 -4, " SLAB I' SLAB EACH WAY. I SLAB EACH WAY. ~SLAB" ~T.O.s.= 100 -e, 3/4 /" ~ T.O.W.= QQ'-8 1/4" (II '\::::: .......... T.o.s.= loo'-e 3/4"rliL '-r '-rB.o.F.: Q5'-4" L 2'-0" 8'-4" 2'_1" 2'-1" 8'-4" )'_0" ~ T.o.W.= QQ'-8 1/4(1.. V "'I CD-I TYP. @ B.O.F. '151-411 V PORGH 111-211 81-011 101_1111 10'_1111 81-011 CITY OF HHEAT RID6E DESI6N HIND LOAD WIND SPEED (m.p.hJ '10 ~ ~ on on-eltB '6' ~t.lon, kno~ledge, hl6torlG.al information, and engineering Judgement) ~ .~ C. l = Jj~ l- I ~ ~ Id a .11d :-~ · :10 d) I- lSijY- . .. Z J21 B Ii: It; () 3 . \\) ~ Z ~ ~ ~' O. \!) r ~B-z \\) Il Z - ~, Il<l 9 ~ \\) \') IllD ~ TYP.@ HAUNCH In I ~ in I ~ LU \) <( D- \S) --1 s: ~ \) ~ z () ~ <( D z => () 1L . 1L . \S) . \) HOLDOHN SCHEDULE & () [I SIMPSON STHOIOR-J ~ SIMPSON STHO&RJ ~ 'SIMPSON' HD6A ~ tV 5THDIORJ ANC,HOR BOLT - I a (1) - , a N) T.O.i^J. = 1001-011 ON STRUCTURAL PLANS IS EQUIVALENT TO 44.021 ON THE PLOT PLAN T.O.~. = TOP OF FOUNDATION 0!ALL ELEVATION T.O .S. = TOP SLAB ELEVATION B.O.F. = BOTTOM OF FOOTING ELEVATION B.O .~. :: BOTTOM OF ~ALL ELEVATION NOTE. SEE SHEET 2/D-1 OR 3/D-1 FOR DETAIL - , ~ N) I 't N) (j I ~ /' -B II l' -0 II T.O. PLATE= B.O. JOIST =100'-1 1/2" (7\ 'CD-~ ~~~.@ G RAWL SPAGE (0 I N') dJ , f() '. . . . ~ .: · '.. .. . -. .... 0 . .. : · '4. .. .. 00 · A. ~ f/I.I : . · T.O.H.= 100'-0"11 TYP. @ FULL HEI0HT l^tALL (SEE PLAN) \- :r: ~ 1lJ I -J ...J <( 8" CONC. :,. ~. ~ WALL ". · '." b _I V . .. . ft' . . . .... NOTE * THIS SCHEMATIC 15 FOR ~eONLY. SEE PLAN FOR ACTUAL ELEVATIONS AND SEE CD-I FOR ~ DETAILS. : ....:.. " . . ...: a 1 V o , v .. . . ..of · . . . 4.0 '. job \ number: EOO-OB001 LL drown by: ~ MJH i= checked by; ~ 6KL/RAN z o date: LL o BIB 1/2004 HAUNCH Sl AB DOY'!N TOP OF HALL 8" BELOW TOP OF SLAB <1J dJ -' .~ \ -. De . ,. ...... .. .. .. , . GENTER #4,sJ - - ::~:~~~1;-I~ @ 10" O.C. GONT. ~ IN SLAB B.O.F.::: CJS'-4" TYP. @ 61 ~LL (SEE PLAN) 111-211 ~ scole: ~ AS NOTED 121-511 111_811 121-511 11'-811 SCHEMATIC DRAV\tIN6 OF V\tALL ELEV A TI ONS U.J -1 LL ~ Q ~ l'() () C.S.F. FOUNDATION V\!/ CRAV\!L SPACE 311 GLEAR 30'_111 301_111 60'-2U OVERALL PATIO DETAIL SCAL : NONE SCALE: 3/411 = 11-011 FOUNDATION PLAN SCALE: 1/411=11_011 U.J \- <{ D r- () ~ CL ~-1 A ~.~ 2X P.T. SILL PL. (SEE ~~ ~ 1/CD-1 FOR ANCHORAGE) ~ ?; ':::;~;, ~"$ ~I ~l g rl 'I~~i e ~ ::::-.=" l':~ .'j' 4tt., 4 --- 4 1 1/2" CLEAR j 8~ >-;: ..... ~E >--).. 2x P.T. SILL PL. (SEE V 1/CD-1 FOR ANCHORAGE)" ~ ;-...:: ::: ~7' (2) IJAt TOP Ie aOT." i ~ \ >< rl \,:.. .. 8" CONC. WALL ~ II~Wt:~~m~ '> ll.. r GRADE C CRAWL ..:Ii. I 1Tf1: ,~0I SPACE ~ := I D I l!m!:h!nibl-l1=TI!:h!~m [> 1 0 nl!::'ml!::'TTTl1J~ ~~ ~ 01 L 1 ~ 1 4, 01 ~L D I ~ #4 X'N 6 DOWELS eo I!.-L.---- @ 24" O.C. MAX. (MIN. r - -.... ~ - ~.. 2 OWLS PER PAD) : . \ 1\ 1\ ! L ml...J BEAR ON UNDISTRUBED V SOIL - SEE SOIL REPORT -' WINDOW BLOCK-OUT (4S"x4a" U.N.O.) FLOOR JOISTS {S. EE. PLA. . NS FOR SPACING, lYPE at DIRECTION. .I. , 2X STUD WALL a:: ........... ~ ~ u ~ I Z o ~ ..... ........... A 2x4 WALL ~ V "- 2X P.T. SILL PL. (SEE 1/CD-1 FOR ANCHORAGE) ~i'~:; ;;;;~~_, B14" FLOOR 5HAEATHINcS 2x4 P.T. SILL PLATE ATTACHED W/ 1/2" dio A.B. x 12" LONG (8 1/2" EMBED) @ 6.-0" a.c. W/ MIN. (2) PER PLATE. FLOOR JOIST. =,EE FRAMIN6 PLAN FOR TYPE, SIZE, SPAC,IN6 4 DIRE" TION ;D,O NOT. SPLICE REBAR OVER WINDOW I x <( ::E !J 4". CONC. SLAB WHEREREQ'D. 4" VARIES 101 il~~m~m~ :l~t Lmwm A ~~ ~111~~m~ A I n~iw~mWIII o 1 ~ (2) #4 TOP & BOT. AI 01 t> I >1 ~I bl ~----- · /,t' r-----~., l 1/\ m J BEAR ON UNDISTRUBED / SOIL - SEE SOIL REPORT - SEE FND. PLAN - FLOOR JOISTS SEE PLANS FOR SPACING, TYPE &c DIRECTION. I Z <0- ::E / I ~~ &IMPSON\:-^ --.._..A_~ I 1/4"xc:f 1/2" r V - V LSL RIM J ~~ ~R . N ..... ~SJ I~ (.O::E .. z ~ "'~ >,,~ 1 1/2" CLEAR ~ I / 17 /4~ ~,~='.::::-.:::,:::,. CARRY TOP ROW OF REINF. UNDER LEDGE (TYPICAL) =I~ :::>~; <Z' ~81 E-e~~ Z~~ ~ cJ. ~ ~ i i5 0 rn .. -J ~ -J1T~ J ~ -'I J r> I \ ) V \ TYPICAL WALL AT BRICK w o <( 0::: t:) 111111.. I';: I I I ~ ~//. ...1 ..., ~ ~--2-#4 BARS TOP IO,,-r--J d Ii 4 BOT. GONT. (TYPJ ...J ~ 1 1/2" I 4 ~ ~ GLEAR ~ hl ~ TYP. I \ - #4 HORZ. 0 Ie" G.G. ~L~~ '. . I :.~ ~/\ Wllfllim~d:m~TIIlliTIIlli,millmillml SEE PLAN 1 . SEE 1/CD-1 FOR WALL REINF. w o ~ " [#4 HAIRPIN BARS, (16" LG.) @ EA. BonOM CORNER AS SHOWN V / 8" CONe. WALL 2. -0" MINIMUM (TYPICAL) '" f I" Z G: Z G: LEDGE 4 3: o ....J W (l) /). 3: o ....J w m SCALE: 3/4" = 1 t -0'. :: #4 X ~ L DOWELS 6 @ 24" D.C. MAX. (MIN. 2 OWLS PER PAD), 6" FROM PAD ENDS. OMIT @ SECTIONS OF VOID ~I i ~ z ~ a::: ,-.... <( ....J W <( ....J () u a: ~ \.......;' ~ ~ SEE PLANS FOR SPACING. TYPE & DIRECTION. I o I rr) : 1'"'1 ex:> ""-----~ / L, : t'1 I: o I n ~.~ 2X P.T. SILL PL. (SEE ~ 1/CD-1 FOR ANCHORAGE) ~ \~ ~ ~ K---- ~'r ~ :..4 I I I l~l11~III~t "I I" '~-:III~1 l- "- '1~!JJl I~ eeL ~ 4>> DEEP CONC. POCKET ~ (DASHED) SEE 1/CD-l I FOR WALL REINF. 4 (j STEEL SHIMS AS REO'D. <1 J L 1 1/2 u 8" CONC. WALL ___e.... /11 CLEAR V TYPICAL WALL AT BEAM POCKET ~ (1) ~ #4 VERTS ViI 611 HOOK @ 18u G.G. ALTERNATE DIREGTION OF HOOK. MIN. (2) DOJ.^iEL5 PER FOOTING SEG TION. <0 l~~ \ '\ SEE PLAN FOR VOID AND FTG. LOCATION - IF REO'D. J SEE PLAN FOR VOID AND FTG. LOCATION - IF REQ'D. ~ffillimjlJm~;;=11 fmJl1m II~I =rillmHdmlJf I SEE FND. PLAN ~ ~ ~ \0 ~ ~ C), (2) BARS UNDER WINDOW AS SHOWN (1 EA. FACE) SEE 1/CD-1 2-#4 EACH SIDE OF WINDOW (AS SHOWN) TYPICAL END WALL TYPICAL WALL AT GARAG TYPICAL INT. PARTITION WALL 1 2 TYPICAL SHEAR WALL 3 5 ~ b SCALE: 3/4" = 1. -0" SCALE: 3/4" = " -0" SCALE: 3/4" = l' -0" SCALE: 3/8'. = l' -0" SCALE: 3/8" = l' -0" STUD WALL SEE PLANS - l ~ ~ > 6' -0" MAX. FLOOR JOISTS SEE PLANS FOR SPACING, TYPE & DIRECTION. \ ~ It..J ....J () n:: L:J .....J () TOP OF PLATE HQre FOOTING BOTTOM SHALL REMAIN 3' _0" MIN. BELOW GRADE. ..........a..... 1/4U ASPHALT IMPREGNATED EXPANSION JOINT FIELD LOCATE TOP OF HAUNCH PER GRADE 4 t. CONC. SLAB r WHERE REQ'D. .- SEE 1/CD-1 FOR TOP &: BOT. STEEL Sl N ~ : f"0 t N €k: ::::- ~ .....J -- U HEADER KWINDOW BLOCK-O? I (48"x48" U.N.O.) I 1 1/2" (.f) w C2 ~ , ~ ~ ~ ~ ~I ~ ~ '-./ >: CLEAR RETURN TOP REBAR a OF REAR WALL INTO I ~ SIDE WALL MIN. 24" N:i WITH STO HOOK ~ :-;::::?"'" Q:: <t .. w tr) ti \ TOP ROW OF REINFORCING BARS J ..........air;- # HAIRPIN BARv (16" LG~) o EA. OTTOM CORNER S SHOWN ~ ,/ )/ .:1 ~~ <1/\ L'j #4x2' _oft @ ~ HAUNCH ;~ 1 1/2" CLEAR I (TYPICAL) .c:J I co :: X '" -. (O~ ....;I1r---... /L...a ~'- 2-#4'5 TOP I & BOT. (EX~EPT IN o OlJP LAS. .CO. .) 1 ~(). 3'.'. (2)#1L~/ <I ff"" :H ~/~ Jkd ~ WIDE' I '1r ,It I III I #4x2' -0" @~ L1 r 11111: 111;;;/1 HAUNCH I 4 8" CONC. WALL " . 1 1/2tt~~j 4<1 CLEAR 1 )/ ~~~F~~~NG~ lJr~~ ~__ SEE 1/CD-1 Y l 1 2' -0" MINIMUM (TYPICAL) '" f ~. 4 --JI _ z ~..-.. I a.. o ~ I '-"" '" <J 4' -0" MINIMUM (TYP.) . rN . ji: 2: ~ I a I ~ Z )C - 0 Q . I ....... I- ~~- t:t:= Z tlij E-t Cl)C'")~ . r~iI ~ rn C) t:t:= If) < 1L ~ cO ~ /- Lj<J 4 <1 .<:) : o I N 4 <J 6' -0" MAX. / , ~i!JT I- i: ,- 1* l 2"-0" MIN 1 a:::: .-.... ~ ....J .....J j u ~ """-" <1. 4' -0" MINIMUM :: ~ *0 I ....q- RETURN BOT. RVBAR ~--- OF SIDE WALL INTO REAR WALL MIN. 24" 'NITH STD HOOK 1-/"-' / ,-r - l-r '. II ~JI ~/I /.1,-1 LINE OF\ OVERDI~ j \ \ II ,L~millm~rn~wglmL~lIf~uffiwW~:J II~MJm1#~ (2) BARS UNDER WI.~~9~C 2-#4 EACH I AS SHOWN (1 EA. FACE) SIDE OF WINDOW SEE 1/CD-1 (AS SHOWN) I ['.! / F~'-;I TIJ/ il I VOID FORM AS SHOWN ~ FOR DEAD LOAD FOUND. I ~G ~ PLANS (SEE LOT SPEC. ~ L/2 (CENTERED) FOUND. PLAN) ~ L = 6. _0" MAX. I FOOTING TO BEAR ON UNDISTRUBED SOIL - SEE SOIL REPORT - SEE PLAN FOR VOID AND FTG. LOCATION - IF REQtD. ~ J 2' -0" B.O.W. STEP REINFORCING WINDOW REINF. @ STEP TYPICAL HAUNCH AT PATIO 7 T.O.W. STEP REINFORCING 8 9 10 N.T.S. N.T.S. SCALE: 3/4" = l' -0" N.T.S. ~ 1/4" ASPHALT IMPREGNATED ~.. f EXPANSION JOINT ~::: ) ,... FLOOR JOIST - SEE ~ ~J;..LANS FOR SIZE, SPACING - ~ ~ & DIRECTION. ~N .......... ~ ~ -'-- P.T. POST W/ BASE (SEE FND. PLANS) '---r---- T . <:1 I ~ <J I .d )" ~- ~.. . - - - r - - "" 'T ~ ~ ~ (D TOP OF WAL~ - ~ ~........ ~ ~ ~ BEYOND WHERE -~i APPLICABLE :-~ I (2)#4 L5 (VERIFY ~ SEE PLAN f'-. PER PLAN) t "'--LINE OF WING WALL BEYOND (SEE FOUND. PLANS) 5" CONC. SLAB (SEE PLAN FOR REINFORCING) 7 / " 4 . . . <1 ~~ 4 ~ fSl< &.() n I J "t ~ #4x2' -0" 0 ----""l;l J HAUNCH ~ 4" J12~ (2)#1~ "I i <" C\J t'); 1 1/2" Ll 4 .:1 CLEAR 4 .:1 <1 <1 4 nurrlber: <J .d .. Z (X)~ Ll DOO-03004 4 4 <1 <1 drown by: U) DRL/ J5C, ~ checked by: tH ADF/JC,P , LL date: <1 4 4 .d <J .:1 4 <1 413/2003 w ~ Z UJ ....J [ ~ " (f) ~ () ~ .( ~ CD-1 Q.. a o I N <1 POURED-IN PLACE HAUNC H (8" WIDE) 2t _ot. AS NOTED 4 <J FOUNDA TION DET AILS 8" CONC. WALL · ~ 4 #4x2' -0" @ ---- V HAUNCHJ , 1 1 TYPICAL PORCH SCALE: 3/4" = l' _0"