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6417 W 29th Avenue
INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 INSPECTION REQUEST LINE: (303) 234-5933 OccupaL cy/Type A)rf—. Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Wall Sheathing Sewer Service Mid -Roof' Plumbing �I Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof' �I Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing n ,i Final Mechanical ` Roof f Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding Al/2-inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€1Ms 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's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702410 PERMITT NO: 201702410 ISSUED: 06/22/2017 JOB ADDRESS: 6417 W 29th AVE EXPIRES: 06/22/2018 JOB DESCRIPTION: Residential reroof: Install 33 squares GAF Timberline HD, Aspalt *** CONTACTS *** OWNER (303)237-1851 JONES JANE SUB (303)797-8600 Kevin Trizna 170246 M4 Roofing & Gutters *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 0508 / HENDERSONS AMD PLAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,638.00 FEES Total Valuation 0.00 Use Tax 307.40 Permit Fee 283.55 ** TOTAL ** 590.95 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding Al/2-inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€1Ms 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's 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. i i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax,,' ❑ No one available for inspection: Time �M/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspect n at 303-234-5933 Date: 1 �' Inspector: DO NOT REMOVE THIS NOTICE 0 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201702410 201702410 6417 W 29th Residential AVE ISSUED: 06/22/2017 EXPIRES: 06/22/2018 reroof: Install 33 squares GAF Timberline HD, Aspalt I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed_a gat all work to be performed �s disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER oj( CONTRACTO; (Circle one) Date I, This permit was issued bases on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offiial and is not guaranteed. 4_ No work of an 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 o6Qvi%latic n of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subjeI s ectio Signature of Chief Building Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. y A City of Wheat Ridge �y Residential Roofing PERMIT - 201702410 PERMIT NO: 201702410 ISSUED: 06/22/2017 JOB ADDRESS: 6417 W 29th AVE EXPIRES: 06/22/2018 JOB DESCRIPTION: Residential reroof: Install 33 squares GAF Timberline HD, Aspalt *** CONTACTS *** OWNER (303)237-1851 JONES JANE SUB (303)797-8600 Kevin Trizna 170246 M4 Roofing & Gutters *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 0508 / HENDERSONS AMD PLAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,638.00 FEES Total Valuation 0.00 Use Tax 307.40 Permit Fee 283.55 ** TOTAL ** 590.95 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€rms 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's 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. Antoinette Kulick From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 13, 2017 12:39 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. 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. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 6417 W 29th Ave Jane Jones 303-929-3463 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number M4 Roofing & Gutters, Inc 170246 303-797-8600 Contractor Email Address rhonda@m4roofing.com (permit pick-up instructions will be sent to this email) Retype Contractor Email rhonda@m4roofing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing GAF Timberline HD Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 33 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 33 roofing material for this project Provide additional detail House here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 14,638.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit 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 Rhonda Bedwell Email not displaying correctly? View it in your browser. 3 ti. A�C���}1 1;. 1N Address City, State Zip M4 Contracting, LIC 3333 S Bannock S'rnnt, Ste., !(,ii Englew(c)ci, CO 00110 Phone: 303-7137.8600 Fax: 303.797.6601 Dato "o _jHome Phone s !Cell Phone 4 dear Off QJ-'? 13 layers of existing shin les 13 Wood shake tear off i nstal! 15#/ 30## felt paoer / tt etic und! r a men Install Cettainteed / Tamko /Malarkey /Owens Corning . Mr Shingle: Vhingle Color: install decking (7/16" OSB) yr= /rrc [Install Ice and Water shield Q' install new step flashing: Color. Black / Grey / Brown / Mill C31nstall new drip edge on rakes Color: Broom / White / Other: E3g,'. f�;nstali new drip edge on eaves Color: gown /White/ Other. D�..�r^Install new goof vents L Paint roof vents and stacks to blend with shingle color ail & seal new pipe flashing and vents Lean up & remove debris [3�Niagnetize yard for nails Clean gutters al"Provide local building permit `t Vianufacturer`s warranty based on which shingle is installed L Provide a 60 -month installation warranty. (Not valid until account is paid in full) Z do Gt,tl tiers: `� ��,, Gutter size: [1"5,, 136" [914place A11130the Total Gutter Length: _ LF `3 � 'TTt"Ti4C. Total Downspout LF :IG Downspouts: ' X3"-0Wx4"GlAepiaceA10Other' f t. is _4 i7s, Special fnstructiors_ CHAP wtteran2 : SYSTEMS PLUS 7 GOLDEN PLEDGE t P G7iXJ,or' iI7t1Gi7[32ti Lc-` see adderidum approximate costs of the services based on damages known at the time this contract is cantered is M4 Contracting, LLC, however, will perform the scope of work approved by the insurance company for the amount of the insurance approved proceeds, with no additional cost to you except for your deductible. The final scope and price agreed on between the insurance company and M4 Contracting, LLC shall become the final contract prig for the insurance approved scope. You will be responsible to pay for any upgrades or additional work authorized by you that the insurance company determines is not covered within the scope of coverage provided by your insurance policy. Supplemental claims bi:ied by M4 Contracting, LLC that are approved by the insurance company for additional work or increases in cost become a part of this contract. When the insurance company and M4 Contracting, LLC agree upon a price, tnat amount will be the final contract amount and M4 Contracting, LLC will install the roof. M4 Contracting, LLC will receive all insurance proceeds for the work completed by M4 Contracting, LLC, if the insurance company does not approve the roof replacement, ,her,, this contract is null and void. -, -17 Ado Contracting, LLC Raps& rletive Dito We may too Win 10 days. of Proposai - M4 Contracting, LLC Is authorized to do the work as specified 1n the TERMS above. r, -zed A50 i bate I have read and understand the Cesrrna and conditions Meted on the back side of alta tangs, Horn *owner tnttfats: n Scanned by CaniScanner City of Wheat Ridge Residential Plumbing PERMIT - 201701425 PERMIT NO: 201701425 ISSUED: 06/02/2017 JOB ADDRESS: 6417 W 29th AVE EXPIRES: 06/02/2018 JOB DESCRIPTION: Replace 15 ft of 4 in sewer line and install clean outs *** CONTACTS *** OWNER (303)237-1851 JONES JANE SUB (303)981-0079 Carlo Sais 110007 Payless Rooter/Mato Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 0508 / HENDERSONS AMD PLAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,450.00 FEES Total Valuation 0.00 Use Tax 30.45 Permit Fee 60.50 ** TOTAL ** 90.95 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4.inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge Residential Plumbing PERMIT - 201701425 PERMIT NO: 201701425 ISSUED: 06/02/2017 JOB ADDRESS: 6417 W 29th AVE EXPIRES: 06/02/2018 JOB DESCRIPTION: Replace 15 ft of 4 in sewer line and install clean outs I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and�am authorized to obtain this permit and perform the work described and approved in conjunction with this_permrt. 1 further attest th I arry legally auth f ed to include alI entities named within this document as parties to the work to be performed and that woo b ertgo sclosed i this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRA C,T-M (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. 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 perfonned that shall results in a change of the natural flow of water without prior andspecific 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of �W heatidge MMUNITy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # DO � M �Xs Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 6,-,117 L -f Z11� Avg Property Owner (please print): )anr, �ae?e5 Phone: ,30,E 737 / S/ Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: P0,4/cSS //Zoo�e1 Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 3o3 65'G,3 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDEPUTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT RO UMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ECTRICAL SYSTEM/APPLIANFE REPAIR or REPLACEMENT THER (Describe) 6", Cr— ern t (For ALL projects, please 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.) Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 1Z?"5 6 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 1 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 11this applicatio .1, the applicant for this building permit ap ion, warrant the truthfulness of the information provided on the applicat' CIRCLE ONE: (OWNER) (CONTRALTO or (� OR D REQ SE TATIVE) f ( ( NTRACTOR) Electronic Signature (first and last name): ,_�/`� �-� DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ ARAND-1 OP ID: SNE A�ORO CERTIFICATE OF LIABILITY INSURANCE DATE 05/151201 YY) 05/15/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Madison Insurance Group 600 S. Cherry Street, #900 Denver, CO 80246 Craig Allegrezza, Inc CONT NAMEACT Craig Alle rezza, Inc PHONE 303-322-0800 FAX Alc No Ext : A/c No): 303-322-0874 E-MAIL ADDRESS: callegrezza@madisoninsurance.net BKS55453801 06/01/2017 INSURERS AFFORDING COVERAGE NAIC 0 INSURER A: Ohio Casualty Ins Co DAMAGE TO RENT PREMISES Ea occurrence $ 300,00 INSURED AR and R Electric LLC 2182 S Meade St INSURER B: Ohio Security Insurance Compan 24082 PERSONAL & ADV INJURY $ 1,000,00 Denver, CO 80219 INSURERC: INSURER D : $ INSURER E : AUTOMOBILE X INSURER F: COVERAGES CERTIFICATE NUMBER: 1 REVISION NU IRFR- 1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL VD POLICY NUMBER POLICY MM DDS LIMITS B X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx1OCCUR BKS55453801 06/01/2017 06/01/2018 EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENT PREMISES Ea occurrence $ 300,00 MED EXP (Any one person) $ 15,00 PERSONAL & ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO - ECT F—] LOC OTHER: I GENERAL AGGREGATE $ 2,000,00 PRODUCTS - COMP/OP AGG $ 2,000,00 $ A AUTOMOBILE X LIABILITYOMBI ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOSAUTOS BAS55453801 06/01/2017 06/01/2018 EDtSINGLE LIMIT $ 1,000,00 BODILY INJURY (Per person) $ BODILY INJURY Per accident ( ) $ PROPERTY DAMAGE Per accident $ A X UMBRELLA UAB EXCESS LIAB X OCCUR CLAIMS -MADE US065453801 06/01/2017 06/01/2018 EACH OCCURRENCE $ 1,000,00 AGGREGATE $ 1,000,00 DED I X I RETENTION $ 10000 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/ N OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA NO COVERAGE W/ MADISON SPER OTH- I TATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT . $ Tp DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) /Fla LMMURL9G11M ani LWJ 14 NJ i R1 CITYWH1 City of Wheat Ridge Building Department Fax 303-235-2857 7500 W 29th Avenue SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: U 6- . _ Job Address: V/7 (-j -) VF . Permit Number: 6/ 7 a GZ U LJ -c. ❑ No one available for inspection: Time U AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-inspec�tidn at 303-234-5933 �4-�' Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ❑ No one available for inspection: Time f&AM/PM Re -Inspection required: Yes = No) When corrections have been made, call for re -inspect` at 303-234-5933 Date: (�' / L:� �� Inspector: DO NOT REMOVE THIS NOTICE �,)ks I Sv 11 City of rWheatPsj,S1I C tOIMAAMOMTY DEVELOPMENT A'"X% A-PA kl, oxl:, A Date: Plewpermit# Plea ftviewFee. 23n= U Property Address: M Address: ArchiteeVEngineer E-mail: Phone.- I Phone* C c ractors City Licen " se #.* �� C"(t ( "" - r om 7 T# R r M M " City License # Plumbing: WR City License # Mechanicak W,R CL License # Complete all information on BOTH sides of this form N Sq. Ft, LF StLVS Gallons Amps square$ Other gp��� (OWNER) (CONTRACTOR) gr (At, qf (OWNER) (CONTRACTOR) Suilding Division Valuation: Wheat Ridge Building Depl�, Date—"'! d... p Mr. Mark Simmons Colorado Energy Experts 1385 S Saute Fe Dr Denver, CO 80223 g it: � VaNdiat gf it A I e sun S Pr va of X I $ I ons 49 Ay � 0 1 to RE: Suitability for installation of a SolarArra *4 CO 80214 , any of the provisions of the building code ot of any City ordinancec PwMs ptosuming to qrve authwity to violate or cancel the )rlvisions of the Dear Mark: Ovildinq codes tm other ordirances �)f the r,4y 00 he milid, Wind Velocity 115 Local Building Code Exposure C Assumed =��ff Based on house ��ff Measured value Wind loading (psf) 282 Using ASCE7-10 Part 11 Chapt. 30 1 Components and Cladding Wind load per panel (pounds) Calculated Value =��ff Local Building Code Average connection points per panel I Array design Wheat R�dge Buk, DaJ. 7901 S ADAMS WAY CENTENNIAL CO 80122 3053- 2:21 - 559 4 The new house is a truss frame. I examined the truss diagram for one of the main trusses. The desiRn criteria is adequate to carry a.PV array provided the staggered attachment pattern is followed. I HMO � 'N' i1 H ? ' ffl I i 54" 4 CK Loading the bottom chord of trusses can change their behavior. If heavy items are to be stored in the attic consult with CSS, Inc. to make sure the loading is acceptable, results of the analysis. Alterations to the framing will require a new analysis. 28 7901 S ADAMS WAY CENTENNIAL, CO 80122 303-221-1559 Q9jLaUgjEBBM&QjQOU l it = 301 A A, . .. .. . . .. ...... k .............. PV Svstom Grid 1104 6 kW Dc STC Roof - Fluth Mount l4q',� i"', Micho it t�ory Jar las 6641 I t C 20th Am It i System $ )ed6oatlolls pto�y )p 45o""V d 11 Sumny&y Mv(M-US�240 ...... .. . a dim - nft 33,75 kinni th, 180 tw�& utltr� Tilt - 45' Ar VhWh - 9W Mix xvA l it = 301 A A, . .. .. . . .. ...... k 54 34i 9 LY u Lttj 9 9 3 4 . ..... S"T :t F 4" 4 1 1/ 2" 4 0 1 2 0 mast J Service met(zx, mml9ft Serxice Discounect Panel, EF)T I I-riverters, �99hAmzxuqkw PV AC'Disconnect's rft - 3B.7S' azimuth - 180' E"UVMAwA".; lib - 45' klmuth - 90* umb" Xcel Aht Whint Ri4ge �Moduhr. Intactech f1coPlui PoNUp 2W 2 P =31 - 2 IMP = a.4 VOC = 37,3 Isc - 8.98 Temperate coeffden' fpmaA-0,33*A/OC (V, %c Ma)dmum Fuse Rating SSA he[& K55' width &4.01 - N-Pall A IN steplw, BW?A n, ",Av zwa le sAnt tai mox6e'�.kwu rvcqm �to 30347 3048 DI 09/16/14 SIB 3 2097 14 ALt tttach "nents yy 3.0 Me Clips bond ModUfes to rafls. #6 F:*are. CU Ground GEC bonded to rails with WEEB Laym Lug �'- 6 Module String ,: 6 Module String ,: 6 Module String A N__ 3 =6 AWG Ci '� 7 HWN-2 In I" EMT 2ft (I)LI, (112, (1) N (I) =6 G Per NEC 690A7(Q,,3) 3 -; AWG 1 ,1UTHWN-2 1) #8 G Por NEC 69C.1,47(C)(3), V '' F 3/4" EMI'2ft G- Junction Boxe(s) D PV PROD address (Brass Tag) 200A wl Lever Bypass C 60A, 3R, Lockable, Visable Open, Labeled "PV AC Disconnect" Non-fused 1: 60A Bus or greater PV AC Combiner Panel ZUVA _ �v�eu,�r Labeled "Photovoltaic System Connected" 7T H To Grkl K-V.1Uk E 00A Bus, 200A Main PV Interconnection through Backfed Breaker a a =__ ww A: • Modules 2 channel MPFT 175'= - 460V B: Inverters C. PV Disconnect V Start . 150 D: PV Prod MetePane r E: Main Smice l Max ISA per channel F: Utility Meter wi G: ]unction 3ox Integrated OC Discoviect Grid 1: K-VAR AL 600V 60A si Integrated AC Disco irwect I NO Max AC continuous clurrent ISA t Sun _pV � 3 _&XY3G00TL- 40 2 Channel MPPT 175 J • 480V V Slot: - ISO 1 4,= Max 15A per channel integrated OC Disco 600V 60A Integrated AC Discowiect NO M ax AC continuous, L T J ISA B: Inverters Gutter D PV PROD address (Brass Tag) 200A wl Lever Bypass C 60A, 3R, Lockable, Visable Open, Labeled "PV AC Disconnect" Non-fused 1: 60A Bus or greater PV AC Combiner Panel ZUVA _ �v�eu,�r Labeled "Photovoltaic System Connected" 7T H To Grkl K-V.1Uk E 00A Bus, 200A Main PV Interconnection through Backfed Breaker a a =__ ww A: "3" Owr.er: 303.74,8161 StMIX), Di 09/16,'14 SIB Une D4k W � • Modules B: Inverters C. PV Disconnect D: PV Prod MetePane r E: Main Smice l N F: Utility Meter wi G: ]unction 3ox P * 32097 Grid 1: K-VAR AL "3" Owr.er: 303.74,8161 StMIX), Di 09/16,'14 SIB Une D4k W � tS so"Li" Radstr AC ibwq p Morn sv""'f At FsYq',,f PV Usabit Vokup mes 1039 A A PV tmablo vottagit mrax 9 � PV vobg# "m tq hvmy Vl Watts , Hmva , ,� , 11A 111 Max AC currant Mnr VIA °2fi' Series fuse I'D se Dicmrt- heigm MIX Efficiency % T, IT e A'a 4 A3N 1 t Ot Ma� VOC temp width 1 'vt, Td I tu t4 imp 0 ■ FVmjnwxms, V .0 P`V Max WAta irrad,vic- Add Mpt PV Usabit Vokup mes 1039 A Isc PV tmablo vottagit mrax 9 Vmp PV vobg# "m Imp Pit MAX current Vl Watts Max AC Power watts 1 % Max AC currant Mnr VIA °2fi' Series fuse I'D se Dicmrt- heigm MIX Efficiency % T, IT ■ FVmjnwxms, V .0 P`V Max WAta irrad,vic- Add 1,25 PV Usabit Vokup mes 1039 A Isc PV tmablo vottagit mrax 9 Vmp PV vobg# "m Imp Pit MAX current Watts Max AC Power watts Max AC currant Mnr VIA °2fi' Series fuse Min AC Voltage range heigm MIX Efficiency % T, width OC dismd im disc Max AC overtuffem prat: Amps weigm Yeats Warranty i VOC temp width 1 'vt, Td I height (in) depth fin) weight (Ibs) UL 1741 Approved strstul size DC Arr; 1 rcult kc $79 A irrad,vic- Add 1,25 Total Current 1039 A Wire sizing &Justn ent continuous current 1,25 Re,i Vhre Anvacov 13 73 A 37.60 $79 -jC �to 7C 31-00 T tT; Fit F o 15,00 Mnr VIA °2fi' g2 s2 6555 T, 39.01 13-72 !#6 Bare CU Ground Rated Wire Ampuzity - AOA Max Ambirat'ratap r 140 Derourd Wine, Am Acky I 28.4A Req VAre Ampaciiy 13,73 A Xr�� corrJutt on rw.f in TRUE C.W JLO Di-sfarxe f rom roof 0, so irches 158' ripfsile ' Ne:tssary Wire Arrx,iacikv 23,680 A fili I Ne:*-mry 'Alire Arm)acRv 33,82 A matuAter Fco 0 of strings c.orriiar*dE:= ME OK - UsrU, 410 AWG CU'rHNVN-2 #IOAWG Gil' I'HV,1-2 PF 75" EMT 4011 dog Rated Wiv Aialmeity - 35A Conduit Sizing: (8) #10AWC, CU THWt:-2 - 108,89 tnm2 (1) #IUAWCY THNN-2 CU Ground - 13,61 nraQ total wire - 12:..41 m ,75 ENrr o ver too ware. - 1371=2 Conduit Sizing: (3) AWG CUTMVN- 2 - 98,13nim2 (1) 96 AWG T1IVN-2 CU Ground - 32-71 a a. wire 1 130,84 mr%2 75" EMT over Iv, o eim - 137 M319m AC Disca Disconnecting N DC Source Circuit Conduit Every 10 ft on EN OK on M PV System Grid'Cled 6 kW - DC STC Innotech Ecoft POOP 2W 260W VMP - 31.2 IMP 8.49 VOC = 37.8 ISC - 8,98 -032%0C num Series R ; e Rating 15A , vt 65.55' h 39=' EJCVTSolar Fastening Systems for Three Tab Asphalt Shingle Rodi EJOT Solar Flashing AA Ftashms) I A lit Sealing a 2,bd sommg C 3�d Sanhap I- .ontact us for more Information: E"Solar Fastening Systerns, no, P 't %"ntz J by A I ,z51,r0 IN *l. 4 63 17' 3 IL U1,SA as • lvt�'i ILL 1330��WR' ... I'll 1 ' 1 111 I 5valing between W�e flashing an� tri f," zi s t e it to r s n g) Seating area between the ftstener and the fl3shing is elevated • Increased security compared to flashings with the sealing feature in the rain water-beating layer • Sealing with the washer takes place at the cVlirdrical part of the JA; fastener— no capillary action is pose isle at the shank of the fastener ling bebdv een avid uppe7" sh'ingle i,.R 2 Additional sealing below the flashing Preassernbled structural foz�rn sealing ring aclapts to the surface of the asphalt shingle Sealing rin is compressed isgainst the shingli! t1irough the tightenWg condition of -- .h , :, , fastener si'aHnq of t"he P netrafl"Or', thfoug"n, se:;ond (3 e � I i n g) Additional sealing in the thi-d layer (bottom ;hingle) with conical shaped sealing washer Defined compression of the sealing elements Hall layers _j SUFLEX Technical Data Ra"11 ST-AK 13/60 Exttusrxi mebmal Heght x WdUh Weight Mini tnum O it Quantity if Non-Standwd Rat Lengths are Ordered Sectcr, Modulus, 5, C3 Aluttinurn 6063-T6 2,36 w Y, L22 v 0,(V;8 Ids wr it 500 135 0,3531 0, 294 7 4 Various Levgths I IM 0 I PV Syitern Grid T led 6 kW - DC STC Michael '.or-y alld Jane Anes 0541 W_ 2" Ave. L .. "I'll" . "I I A I "he WEEB iint, of products is designed to bond solar PV mcKli,kes to mounting strUCtUres and croute an reduce the zm of Obor at,4 iIiatenWs used ai instailations. T innovative VVEEB desqn removes "he need to run 9�ound Mre to each indkqdual modtfle and dirninmo the need for preparatUon on nod. zed ahinn;nLIM coo knelt - , 'To mstall, VVEESs are p�aced )elween PV rnc>d�,Aes and rnountinq raOs at ciamping, , or or at bAed conneottons, When arttj�setze i� appiied and the hr�irdware ts tiqf4ed domi to lh(� appropriate tocreu SpeC, the WI speciahzed teeth ernbed in , o anodized alurrinuni, gaivarrized : or any electt conduc!ive inetal to estabfish a gas tight e€ectni,14 connection, Soiar M lodWe Fraiie Customer Service Department 7 Aviation Park Drive Londonderrv, NH 03053 1-800-34 1-603447-5299 Ontematioral) , BURNDY LIC HUBBELL ww we- 11c. corn Ma to ro 1, 304 , t 3 On is ss s tee i Listed to ANEW-A- 467 by ETL f or use in Canada and the USA Nlaxinium, Oectrical equip�reat ground condU -size when tised m 2 WEEB�,, contacting oach module tri an c,ssf:`n 6 M`VG Outdoor rated EIURNDY' WEEB-LUG 11rUKifl�tt93 SLIW Uilm.� tr,'WiWloat L,!� n iU - -() rM 0 '0 MC ' Lug doeq rloduk! a . ;,M,tJ'15. W.My S�ainlesi , n� vl�!�Icqt 'lite hardavu, VyhW'lled the "'N'LL-bb t " , -1 - 'd I al",trinurr, gaivan,zk or �:iny condUCUVC o'e" cn IigW (JtjCIMU'I� C(JntI Nil- Lk- -ISSUNaS WRIOMY) LL-Otact ro.sis and" Oupper vorc 1 datf b�, a - Iv 'NhiCh tS Mwn 1,41"JC1 d ri -I R ,,`VEEB LLIQ Z&GIN'S, 0, c) UC 6d "islz l in 4.j c .'o Catalo :JKLj*]W�V! x H Sta, itow, Hole --- FTO Hardware Ue - ,"LLE"A `v. d.,.. F 4SO 11 4106 111� ON 1, 64 Soiar M lodWe Fraiie Customer Service Department 7 Aviation Park Drive Londonderrv, NH 03053 1-800-34 1-603447-5299 Ontematioral) , BURNDY LIC HUBBELL ww we- 11c. corn Ma to ro 1, 304 , t 3 On is ss s tee i Listed to ANEW-A- 467 by ETL f or use in Canada and the USA Nlaxinium, Oectrical equip�reat ground condU -size when tised m 2 WEEB�,, contacting oach module tri an c,ssf:`n 6 M`VG Outdoor rated EIURNDY' WEEB-LUG 11rUKifl�tt93 SLIW Uilm.� tr,'WiWloat L,!� n iU - -() rM 0 '0 MC ' Lug doeq rloduk! a . ;,M,tJ'15. W.My S�ainlesi , n� vl�!�Icqt 'lite hardavu, VyhW'lled the "'N'LL-bb t " , -1 - 'd I al",trinurr, gaivan,zk or �:iny condUCUVC o'e" cn IigW (JtjCIMU'I� C(JntI Nil- Lk- -ISSUNaS WRIOMY) LL-Otact ro.sis and" Oupper vorc 1 datf b�, a - Iv 'NhiCh tS Mwn 1,41"JC1 d ri -I R ,,`VEEB LLIQ Z&GIN'S, 0, c) UC 6d "islz l in 4.j c .'o Catalo :JKLj*]W�V! x H Sta, itow, Hole --- FTO Hardware Ue - ,"LLE"A `v. d.,.. F LLB-L %Ia'.enW 304 s'ved, !Irt ra'C'd �j 14 4VVVG to 6 tvvo NIv'(1', .`'4. '2 AVv`(- l, t uk i I d AN'S 1 U L ri? t 1 , 1! -� t:� rt, Customer Service Deparlment t N A, 1,�°!Utl P-Irk 17- 1 ,7 - 529 1, Z" 12 BJRNDY LLO' HUBBELL Price-perfomianoe Ratis Knotoch sg,*4 Onova6"i v4e 01 nell pfoCp- tee apk-,J swk..S t affe'r NO �" alefules e4celieslt yi6d Mrough p "Wiva w4flg I'a , 10 ft Envifunaw"t #, S"Aw f•Orilpared "0 M"Invo a MORMA pa"Vs%, nvAuWs �Mih Iwwd ITS ceft red, ene QY wv, in the isiodulm Ily k0l., As vesdl, ITS elw%Wnc rankIwNy Vacrel-, Ovir r3lburl fix,�ptdlI, Warranty Ouf 25-year bwar perf*,�vnce war ranty C%uers f0f power WS WE,; OkIn Ni in the first , xer and only 035% deg aM- hm wr year �ftefeallef, EcoFacw - Po4ft 5 1 "', """M � t �-i "', ", -n . ..... . . If ST C* A'Y ,Ref, �OXAI fisyw v pillax We 21,11 240 250 260 VMPO v 29.6 30,2 310 31,2 ftnp� A 7.95 BAI 8,29, 8,49 VOC v 36,7 371 37,6 37,8 p IRI'll A 20 20 20 20 of % 13,9-- 14.13 152 - 1&0 - 14,5 15-2 151 16,4 NOCT'* t a 4" -4 li C, A"w Fruit w 170 176 182 186 Vnipp v &A 27.3 27,8 282 voc v 33,6 319 34,2 34,5 Isc A HO UO TOO 7A0 TemptratLfe Coefficients vv �ufw MM" Pri -0,38 M mvi""Ot r a. 90C ftl %"untsity �'2 "pums VOC -0,32 %* L""Aw Min"'O"'y t 401 7 %(K 4 25 Year Weer Perform arc Warr" e 6,e 303,VU M jgjm*659(e,y*��wxwn rum System Spe ci rlicatious blwad (2) 'WA lL SunnyBoy 30 W"bw sl .x IN 5 1 "', """M � t �-i "', ", -n . ..... . . CE C r 'P A'Y ,Ref, �OXAI fisyw v ' 0*gj"O", 0a4otuec f�'VA C'�,N 'v"Nik So"'A fraw"w muu A: C""' Nc 1% D id)" k t le w 103 t"WO am 1 "1'* p C116k 'III A 3 �w �,Z x I ml A mrslv -1 ,1156 1 , 7 ,7,7 , -,,, -k6 x 33 is 1 1-01 x. 1 11' x 4 1 VlevqI'l 484 b 4n,"Oec"Itae krb t a 4" -4 li C, A"w 1 711 ,1 1,77 S,�g ton pt 0 C, 4 w e �w a �O I d Ol 5 0 b R' 4�',x �Wlh'd 81 Tph 131`3 kq, r,� 'w"th vaNA� . M &' O"f 0540 0 wp "ea'+^r^ WCW71"r, 1 CIrc 0111S� t1lowq 77 ,, ,, 4 t4 t %'v m, 0 x A,3`C$S Yi SGu. G, MM" mvi""Ot r a. 90C ftl %"untsity �'2 "pums S,. �Nl Algrhwl, Cor-Al""mi L""Aw Min"'O"'y e 6,e 303,VU M jgjm*659(e,y*��wxwn rum System Spe ci rlicatious blwad (2) 'WA lL SunnyBoy 30 W"bw sl .x IN 5 1 "', """M � t �-i "', ", -n . ..... . . CE C r 'P 0 , e 6,e 303,VU M jgjm*659(e,y*��wxwn rum System Spe ci rlicatious blwad (2) 'WA lL SunnyBoy 30 W"bw sl .x IN Technical (1wacteristics r`4 e S,ze 41' t,4+ tZ A, - 414 s. UL L F4 Nwvt U,8"' Type RjowvJ J"'J Sltx'Llzu� Cf�=,s,m Rain; NEYA 3R rxt:" pi fi'� tabec t IV v w N klo-ry o X4"9 a"t Rat !° 24' VAC U.w.2wr4.-;t Tvvc Wm F,.,&AL N%m or�g TV pt ..'43' s? Tipp of Djt� t ',VRP DO', W bf, $ 2-F vex Shipping awxi Ordering C 'Al 4 "1 C6 SaNt Svtl"'r' Gutxai DA 3C - 4',G'", Agvp, ADAM D-rs��: ul SC �'oo ijw DEIA GTIN F Vv�" qll A, vlll'jt-ht C , Ie 'St, ,�i, swn Tv� Ierr ,& t ,fl k 'Y ROvoat C�"U Ify Cf MY Schneider I ec. t I a C 100 A '< 1p - 4 1 E wINAL -PEA11 rXII LEI E/' ' N 20DAMP4 rEAM1NAL-AlNGLF.SS-iO3W FIFTJ4 TERMINAL. ;o- �;id rr: j- ft,�—vrr-rai, K3866, C- CONNECTGAS. a'; to A" j aL"ni%�"' ar. :r r;'.Jtz. ¢xr'-i nj, 200 AMP�� TEMMINAL OR 1'03W KO'S CWALUX Nuh4s[A tOAD BYPAS$: CONNECTOAS� FIFT14 TERMINALi . ... .... ... HUB& s: „ ' "npw I j" s i44:t „ 't t 44 t") 1 %z” si" x :t x in- ac c 4sso" cag ' BYPASS, CONNECTOR&. INSULATED NEUTRAL ff, Pv System GrIdled 6 kW - DCSTC 303,7 Skystem Specifications Yi Bur 9 Im rksocolmw 30'�t4t 3 Dt SIB ismmmmmEmml s. HUB& s: „ ' "npw I j" s i44:t „ 't t 44 t") 1 %z” si" x :t x in- ac c 4sso" cag ' BYPASS, CONNECTOR&. INSULATED NEUTRAL ff, Pv System GrIdled 6 kW - DCSTC 303,7 Skystem Specifications Yi Bur 9 Im rksocolmw 30'�t4t 3 Dt SIB ismmmmmEmml / Ll 151 W anderson n r gineering L.L.C. I Scott Johnson 5910 S. University Blvd, #C-18-343 Greenwood Villa e. CO 80121 10-394 W N F RMM Is �' of the footings. The footings were installed according to the project pians; and specifications, All f footings were free of debris and as soil. If you have any questions regarding this letter please contact me at (303) 841-0983, 41 3/2/2012 6,43 AM FROM: Fax TO: 3032378929 PAGE: 001 OF 001 R E C il V E D March 1, 2012 MAR ;012 Wheat Ridge Building Dept 7500 W. 29th Avenue Wheat Ridge, CO 80033 OEM 1 I I I I I I Ili I I l I I I I I I I I I I f I III m= Scott Johnson 5910 S. University Blvd. Suite C-18 #343 fil 720-203-0126 V e nd e rson ngineering L.L.C. #C-1 Greenw Vilim i ww w° war ar w • 1 11 1 1 o l p ww w :ww•w the 11ON ww approkirnately 3"� This valley bearn does not require any repair arW is stmdurally adequate installe w 1 1 1 w „ w ar a .r .. Da t e :" Plat? r,"it # 3- 235 -2855 : 303 - 237 -8929 Inspection Line: 03 -234 -593 Building r mit Applica City License Phan:: .� !t�Yl''i!Rlti+ 7n A; f S \ � \ � �\ \..\ ....... ... r Q 5 w ¥ \ : \\ « \ \ \4 \ / \© \ � \ � �\ \ � � \ \ . w ¥ w \ > V . < ^ z \ �©LL » ? . : \ \ � \ � �\ APPROVE Subject to Field Inspections b 41 m,2 � ° dqe mjilmng Dept, Date: Ot LJ Signed: au,, 1. c D El 9 1-~ ry Addition Site Plan t Addition Floor El 100 zk, w 7:;l tees Wall O '7. Future Dirt El 99 ww. . Scale: V = 1 1 RhEr t wAil inspections shall be performed by the engineer of record tind verified to the Building 8" WALL Division bz wet-stamped letter of A PAU 1 #5 DOWEL, — #4's 0 12" O.C. ALONG WIDTH OF FOOTI NG DETAIL 1_2z RETAINING WAL ) 1 )-0" f`en der son Engineering L.L.C. 13495 N. IRO TR, PARMI OD $0138 (303) 841 -09M FAX (M) 01-SM APPROVED Subject to Field Inspections JONES - CORY ADDM SCOTT JOHNSON ON "10 S UNMMSFTY SLVD 6417 W 29TH AVENUE WHEATRIDGE, COLORADO (M) 203-0126 1 1 |-~- / Now i � / | ! � ) | | | / � ~ | | / | (~ , | | / Lw JOHNSON SCOTT 6417 W 29TH AVENUE PARKM. 00 80138 ♦��4' . r CITY OF WHEAT RIDGE -� Building Inspection Division (303) 234 -5933 inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address Permit Number 11 ❑ No one available for inspection: Time A AM/�M 4, Re- Inspection required: Yes *When corrections have been made, call for re- inspection at 303- 234 -5933 Date: Os//f inspector: �F DO NOT REMOVE THIS NOTICE 1�A4 r _ _ CITY OF 1 ❑ No one available for inspection: Time P - AAAIOM Re- Inspection required: Yes When corrections have been made, call for r - inspection at 303 - 2345933 4' Date: ���`r Inspector: DO NOT REMOVE THIS NOTICE t P, 1 r.. City of Neat id 14e 9 i 2 SUB - CONTRACTOR AUTHORIZATION FORM Project Address: 12 Q, aq4"' u g -_ _ Permit #: F(03 gJ General Contractor: e, c_,T ` 56 ril Electr Contractor Company Name: di m CL ( '7-,e } c Phone #: State License #: Master #: =2 5_3 5 Signature of Authorized Agent Date Plumbing Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: Signature of Authorized Agent Date Mec hanical Contractor Company Name: Phone: Wheat Ridge License #: Signature of Authorized Agent Date *This application must be signed by each sub- contractor confirming the same. AC IAIUCAr Olnfl= Job Address 6g/ uz �!Zt4t Permit Number 11e7 .3c7c7 r. o No one available for inspection: Time P 05 M Re-inspection required: Yes <M� When corrections have been made, call for re-inspection at 303-234 Date: Z4,9 inspector. DO NOT REMOVE THIS NOTICE " 1 City of Wheat Ridge r 0000'r Residential Addition PERMIT - 110399 PERMIT NO: 110399 ISSUED: 04/18/2011 JOB ADDRESS: 6417 W 29TH AVE EXPIRES: 04/17/2012 DESCRIPTION: 768 sq ft addition * ** CONTACTS * ** owner 303/929 -3463 Jane Jones sub 303/738 -1161 Larry Grams 10 -0092 Grams Plumbing Inc. sub 303/423 -7905 Timothy Bartels 01 -7674 B & B Heating & A/C sub 303/503 -0081 02 -2219 Sundog Electric LLC gc 720/203 -0126 Scott Johnson 11 -0110 Scott Johnson ** PARCEL INFO ** ZONE CODE: r -2 USE: UA SUBDIVISION: 0801 BLOCK /LOT##: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: .114,924.12 FEES Permit Fee 1,228.80 C9)(G1$ Plan Review Fee 735.83 Total Valuation .00 ` Use Tax 2, 068.63 ** TOTAL ** 4,033.26 Conditions: MR: Approved. Zoned R -2. Must maintain a 5' minimum side setback on east. Note: Owner /Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities amed wit n this document as parties to the work to be performed and that all work to be performed is disclosed in this d ument and /o its' accompanying approved plans and specifications. Signature- of 0 R or CONTRACTOR ^. (Circle one) Date 1. This permit w issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all 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 o €wilding Offical Date UEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. A City of -2 Wheaitj d COMm.UNrry DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application AropeilyA_ddcess, 6417 W. 29th Ave. Date: Plan Permit # d� . Property Owner (please print): Jane Jones of (OWNER) (CONTRACTOR) Mailing Address: (If different than property address) Address: City, State, Zip: Contractor: B < -t7 c_�h�1615M) Contractors City License #: Phone: 720-203-0126 Electrical Electric Si tG�CG� City License J Plumbing: Grams Plumbing City License # Addition to single family residence /4rl<AV2 7a90 M j 91®1.02 5 3syR, sr, (ARA-G£ d Ay WE 37• so R 3 t/ ®o. &o /AG 8' 40, ,A*'-01. t3/IS9wot-,r Squares BTU's Gallons Amps Sq Ft. Phone: 303 - 929 -3463 Mechanical: B & B Heating City License # $ ontlrY Mai Review Fee (due at lime of submittal): $ > 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 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. CIRCLE ONE (OWNER) (CONTRACTOR) or PRINTNAME• Scott Johnson PUaLiC WORKS�r"rQ�,9N . ' F2e41aWBE `> FiR6 p6PARTfiNEtyT wi DATE: Bldg Valuation: �F Address: loq i'3-- tk) , '22�1 1� A Zoning: - Z Property in the flood plain? VW Lot Size U ,sq_ ft. Lot Width: I Vvc l w(0.V' ft. Maximum Lot Coverage: - o % 12 fp V sq. ft. Proposed hnprovements: Existing Improvement(s): House: _ sq. ft. House: (© sq' ft. Addition to House: x 2 sq. ft. Shed: � �j J sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Detached Garage: sq. ft. Other: sq. ft. Proposed Lot Coverage: (Total) 02.E °'o z �(ob _ sq. ft. eag-r , Required Setbacks: FR 2 a S S 4 0 Provided Setbacks: FR to S 11 S Maximum Height 3 ` ft. Maximum Size: �' sq. ft. Proposed Height: `I z ft. Proposed Size: -� sq. ft. Access Notes For one and two - family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two - family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted Landscaping Notes For one -and two - family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.0. Street trees required: Street trees provided _........ Property appraisal system Property InformatlOn_1''91e� Previous 2 OF 26 Next GENERALINFORMATION Page 1 of 1 Schedule: 212249 Parcel ID: 39- 253 -11 -032 Print Help Status: Active Property Type: Residential Property Address: 06417 W 29TH AVE lOwner Name(s) WHEAT RIDGE CO 80214 JONES JANE S Mailing Address: SAME ADDRESS AS PROPERTY Neighborhood: 2405 - BARTHS, COULEHAN GRANGE, WHEAT RIDGE AREA PROPERTY DESCRIPTION Subdivision Name: 336400 - HENDERSONS AMD PLAT Block Lot Key Section Township Range QuarterSection Land Soft 005 0002 OOH 25 3 169 SW 120691 Total 120691 Assessor Parcel Maps Associated with Schedule map39- 253.odf PROPERTYINVENTORY Graphic Parcel Mao MaoOuest Location Property Type RESID Design: Ranch Item Quality No. MAIN BEDROOM FIRST FLOOR 1 FULL BATH Fair i Year Built: 1889 Improvement Number: 1 ' Adjustment Code Adjustment Sq Ft WALL /FLR HEAT 1644 SALE HISTO Adjusted Year Built: 1889 Areas lQuality Construction Sq FIRST FLOOR Fair C 644 RES BLDG /SHED WHEAT RIDGE F 432 RES BLDG /SHED F 132 Land Characteristics Typical Sale Date Sale Amount IDeed Type iReception 08 -19 -2009 1 158,000 lWarranty Deed 12009087399 TAX INFORMATION 2010 Payable 2011 f 20 Actual Value Total 162,400 County Assessed Value Total 12,927 Treasurer Information View Mill Levy Detail For Year f 20 2010 Mill Levy Information Tax District 3178 County 24.3460 School 48.2100 WHEAT RIDGE 1.8300 REGIONAL TRANSPORTATION DIST. 0.0000 URBAN DRAINAGE &FLOOD CONT DIST 0.5230 URBAN DRAINAGE &FLOOD C SO.PLAT 0.0530 WHEATRIDGE FIRE DIST. 7.5000 WHEATRIDGE SAN. DIST. 0.5460 WHEATRIDGE W. DIST. 0.0000 Total 83.0080 11 2010 http:// www. co. jefferson.co.us /ats /navigate.do ?offset =l & limit = single &url= /addressresult.d... 4/11/2011 ml a as ■ Won 'V KEN d. , s o ml a as ■ Won 'V KEN AMERICAN GEOTECHNICAL 6367 South Gray Street Littleton, Colorado 80123 303 - 817 -6661 SUBSURFACE INVESTIGATION and FOUNDATION RECOMMENDATIONS at 6417 West 29 Avenue Wheatridge, Colorado for Wheat Ridge Building Department Scott Johnson p Aproved, r/ ICIAL a DATE =, validity permit• Therssuance ofa permit or approval of plant, specifications and computations shall not he a permit for, oran approval of, any violation to any of the provisions of the building code or of any City ordinances. �;. P 9 Permits presuming to give authority to violate or cancel the provisions of tia- Novembe z' BugdingcodosoroghecabNune�oPtheCityy shdlriothevalid. DAVID E. BEASLEY, P.E. A.G. Project Number 10 - 153 APPROVED Subject "to Field Inspections Wheat Ridge Building Dept. Dates Y 141ri American Geotechnical Inc. Subsurface Investigation Project No. 10 -153 Pg2of10 GENERAL American Geotechnical has completed a subsurface investigation of the site known as: 6417 West 29 Avenue, Wheatridge, Colorado. This report presents the results of that investigation. The investigation was performed at the request of Scott Johnson in order to comply with local requirements and to determine the allowable foundation construction at this site. FOUNDATION RECOMMENDATIONS With respect to the soil investigation performed at this site, and the intended structure as described by the client named above, the following is one or more of the allowable foundation type(s): Footings A footing type of foundation system may be utilized at this site provided foundation components bear on undisturbed natural soil. Foundation components must also bear below all organic material. Some movement of the structure on this type of foundation system is expected, but this movement is anticipated to be less than 1 inch. The maximum soil bearing capacity at this site is 1500 psf. Prior to placing concrete, all bearing surfaces must be cleared of loose material. Disturbed material may be re- compacted in place only after contacting, and with guidance from, this office. To verify the soil conditions and to verify the design bearing pressure for any footings, it is required that an open hole inspection be performed at this site. This inspection must be performed only after the entire excavation has been dug to final grade. If potentially expansive clay, deleterious material or other unsuitable conditions are found, over - excavation of some or all of the site may be required — replacing inadequate soils with appropriate materials. Revised foundation recommendations may also be required — such as the use of drilled piers. Ensure that the requirements contained herein are reflected in any construction plans developed for this site. The case equivalent fluid pressure at this site is 35 pcf. This does not take into account any additional pressures which can result from the presence of expansive soils — soils which can exert additional pressures when wetted. Often, more conservative foundation options are not shown — such as the use of drilled piers when footings are allowable. If a more conservative foundation option is desired, please contact this office. (d American Geotechnical Inc. Subsurface Investigation Project No. 10 -153 Pg3of10 If the proposed construction involves an addition to an existing structure, the new foundation must be well connected to the existing foundation using rebar doweling. This connection must be comprised of a minimum of #5 steel rebars which are spaced no more than 12 inches apart, and protrude a minimum of 8 inches into the existing foundation wall and a minimum of 24 inches into the new foundation wall. Epoxy must be commercial grade auto -mix epoxy, injected into and filling the pre - drilled holes in the existing foundation. These dowels must be a part of the foundation `steel' inspection for this project. In order to minimize the chances of water damage to the structure(s), an exterior perimeter drain is required for any habitable spaces below grade built on this site. This drain may daylight to an exterior outfall location or may flow into a sump pit fitted with a pump. SITE DESCRIPTION The site contains an existing structure. landscaping. FIELD AND LABORATORY ANALYSIS The vegetation consists of conventional A test hole was drilled in the vicinity of the proposed structure (see Site Map) using power auger and manual equipment. Test holes are generally drilled to a depth of 20 feet. Holes may have been drilled to different depths if restrictions exist or if needed to make bedrock determinations. Soil samples were retrieved from depths appropriate to adequately anticipate foundation requirements. These samples were retrieved utilizing a 2 -inch California sampler. In -situ samples consist of relatively undisturbed soil. Additional loose samples may also have been brought to the laboratory in order to make a determination of the soil types encountered at depths other than those where in -situ samples were retrieved, and to indicate where changes in soil composition occur as a function of depth. These samples were returned to the laboratory for analysis. Laboratory analysis consists of a determination of moisture content, density, swell and consolidation potential, and particle size distribution, where possible. In order to assure valid results, non - cohesive highly granular samples may not have been tested for swell or consolidation potential. Subjective analysis of the soil conditions was also made in the field during the drilling operations. Investigations performed on nearby sites may also have been considered in these results. 0 American Geotechnical Inc. Subsurface Investigation Project No. 10 -153 Pg4of10 The following represent the results of this investigation based upon the field and laboratory analysis as well as our experience in the area. SUBSURFACE CONDITIONS In general, the subsurface conditions consist of: 0-1 Topsoil 1' — 18' Sand, clayey; Slightly moist to moist; Tan/reddish brown No free water was encountered. See the Summary of Laboratory Analysis, the Boring Logs and the Swell- Consolidation Test Results for additional information. SLAB RECOMMENDATIONS The Slab Performance Risk at this site is judged to be `low' (defined as less than 3% swell with a 500 psf surcharge). These soils may be suitable for the construction of slabs. It must be understood however, that the risk of slab movement does exist. Changes in the water content of these soils may cause the soil to swell or shrink, which may cause movement or cracking of slabs. Potential water sources include but are not limited to: water line breaks, excessive precipitation, irrigation system malfunctions or over - watering, negative site grading (toward the structure), a rise in a water table, leaking hot water tank or leaking hot tub, nearby septic system, downspout malfunctions or incorrect gutter /downspout construction, failure to provide a pump in the sump pit. If some movement of a slab is not acceptable, finished room areas should be constructed utilizing a structural floor system, rather than a slab. American Geotechnical Inc. Subsurface Investigation Project No. 10 -153 Pg5of10 GENERAL SLAB INFORMATION Should the owner elect to accept the risks of expansive / consolidating soils and the effects they may have on slabs, the following have been shown to be helpful when constructing slabs. The following must not be construed as an approval to construct slabs: Slabs should bear on undisturbed natural soils, or on properly conditioned and re- compacted materials, as opposed to gravel or other materials which may allow the migration of water below the slabs. If the on -site soils are potentially expansive or may consolidate, it is preferable to bear slabs on non - expansive imported materials which are not highly granular. This will minimize the transfer and retention of water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index less than 15 are preferred. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable / collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. Non - bearing partition walls constructed over floating slabs must be constructed with a minimum of 1 '/z inches of float to allow for movement of the slab without damaging any part of the structure. All doors similarly built shall be constructed with at least a 1 inch gap at floor level. Door trim must also be isolated from slab movement. It is the owner's responsibility to monitor and maintain all floats and gaps as necessary. If additional information on float is needed, please contact this or any geotechnical office. Garage door trim must be isolated from floating garage slab movement. Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. If some movement of a slab is not acceptable, finished room areas should be constructed utilizing a structural floor system, rather than a slab. " American Geotechnical Inc. Subsurface Investigation Project No. 10 -153 Pg6of10 SITE PREPARATION We anticipate that additional grading may be necessary. Site preparation procedures should be performed such that the potential for accumulation and standing of water around the site is minimized. Clay soils should be kept from desiccating (drying and shrinking) by sprinkling the soils occasionally. Drainage swales or channels should be created where necessary in order to route water away from the excavation and construction area. BACKFILL The backfill placed around the foundation walls should be methodically compacted to help reduce settlement after completion of construction. The top one foot of the backfill material must be relatively impervious to aid in routing water away from the foundation. The on -site soils, exclusive of topsoil and organics, are suitable for use as backfill. First floor framing should be constructed prior to the backfill process, or the foundation walls should be supported by some other means. SURFACE DRAINAGE The area surrounding the structure should be graded so as to provide adequate drainage away from the structure. This is typically accomplished by utilizing a 10 percent (12 inches in 10 feet) slope down and away from the foundation. Low spots should be filled in order to prevent accumulation and standing of water near the structure. Surface water running toward the structures from up slope areas should be diverted around and away from the structures by means of drainage swales or other similar measures. Decorative edging should be constructed to allow water to flow through, around or under the edging and not so as to cause damming of water behind the edging. Sprinkler systems should be constructed so as to keep the area within 5 feet of the structure as dry as possible. Sprinkler heads or other irrigation components should not be placed in, nor should they release water into, the area that is within 5 feet of the structure. Downspouts and sill cocks must terminate outside of the backfill area of the structure and a minimum of 6 feet from the structure. Downspouts and sill cocks should discharge into splash blocks that extend well beyond the limits of the backfill. The use of long downspout extensions in -place of splash blocks is advisable. See the attached graphical representation of some of the above. LEI American Geotechnical Inc. Subsurface Investigation Project No. 10 -153 Pg7of10 SUBSURFACE DRAINAGE In order to minimize the chances of water damage to the structure(s), an exterior perimeter drain is required for any habitable spaces below grade built on this site. This drain may daylight to an exterior outfall location or may flow into a sump pit fitted with a pump. If an exterior outfall location is selected, ensure that the drain opening is protected by screen. See the attached diagram(s) for a typical perimeter drain cross section. SHORING Depending on the municipality, shoring of the excavation may be required. Where space is limited, site excavation may result in slopes steeper than 1 to 1. Where site boundaries would otherwise result in cut banks steeper than a 1 to 1 slope, shoring may be required. On sites of limited size or where local regulations warrant, contact the building agency for requirements. If shoring IS required, contact this office for an engineered shoring design. MOLD Mold has become an issue in building construction. The health risks resulting from the vast majority of mold spores are minimal or non - existent, however, the debate continues and litigation on this subject is increasing. The water content of the soils at this site are not high. The use of proper drainage techniques outside of the structure, and the use of subsurface perimeter drains, should keep water from accumulating in a way which would trigger mold formation. However, the most current building practices which reduce the likelihood of mold formation, should be gathered, studied and followed. LIMITATIONS In any subsurface investigation, limited data is available from which to formulate soil descriptions and generate recommendations for foundations and related construction components. The samples taken are indicative of the subsurface materials at the time and at the location the samples were taken. Precipitation, seasonal changes, and excavating are just a few of the factors which may create changes in the composition of the site. If conditions are encountered which are significantly different from those described in this report, contact this office before proceeding. This report does not address nor was intended to address any environmental issues, hazardous materials or toxic waste issues, or other subsurface situations or conditions other than those described within this report. This report is intended for the sole use of 0 American Geotechnical Inc. Subsurface Investigation Project No. 10 -153 Pg8of10 the above named client and their approved agents. This office cannot be responsible for any conclusions or recommendations made by other parties based upon the data contained herein. MOR American Geotechnical Inc. Subsurface Investigation Project No. 10 -153 Pg9of10 BORING LOGS Depth (ft) #1 #2 #3 #4 #5 #6 #7 #8 #9 #1 ❑ 1 � _ 2 _ _ .Top Soil 3� 4 Sand, silty 5 _ 6 — —_ .,... Sand, clayey 7 8� — Clay, w /sand 9 Clay, 10 _ sandy 11 _ 12 _ # Sandstone 1 _ 14 _ = Claystone 15 16 III) Claystone, sandy 18 Fill Sail 20 21 M American Geotechnical Inc. Subsurface Investigation Project No. 10 -153 Pg 10 of 10 SUMMARY OF LABORATORY RESULTS Hole Depth Description # (ft.) 1 3 Sand, clayey 1 8 Sand, clayey 1 16 Sand, clayey nd — not determinable % Passing Moist. Dry Density Penetrometer #200 Sieve ( %) (pcfl (blows /inch) 37 8 107 19/12 38 11 109 28/12 29 8 110 27/12 O p n z 0 t~ a 0 z 0 U .a W 3 % z 0 � N a o z z 0 V p a W 3 - -z APPI IPn PRPRRI IRF — kst Moisture Content = percent Dry Unit weight Pct Sample of: .s�NO l ccgvcY From 8� I atr Vd d n i 1.0 10 100 APPLIED PRESSURE — ksl reject i t No. Project yu SWELL- CONSOLIDATION TEST RESULTS Fig. o –iS3 �y /7 G . Z9 _AuF_ 0 V3c" , AvF- . 0 A NIS W -f" Avr . p - Soil Test Hole - Percolation Test Hole - Profile Hole - Compaction Test Point SITE MAP AMERICAN GEOTECHNICAL INC. 6367 S. Gray Street Littleton, Colorado 80123 (303) 817 -6661 SCALE: nts 6417 West 29` Avenue, Wheatridge, CO Project no. 10 -0153 PROVIDE A MINIMUM SLOPE OF 12" IN THE FIRST 10 Fr. OUT FROM THE STRUCTURE ROOF GUTTER DOWNSPOUT AND EXTENSION SHOULD EXTEND BEYOND THE GRAVEL OR BARK AREA DRAINAGE AROUND FOUNDATION WALL DATE. 211 FIG. NO. G WELL SLOPED 12' PER 10 FEET . • • BRACE WALLS TOP AND BOTTOM PRIOR TO BACKFlWNG S DO NOT DIKE WITH SOD OR EDGING 0 ING .,...� . yr --••• ..,.,,- PIPE SLOPE DRAIN PIPE 118' THE EXCAVATION PIPE FOOT TO DAYLIGHT OR TO A SUMP PR BACKFlLL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND FRA IIRRIG AND SNOW WEL SLO ADJACENT TO UNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLASH BLOCKS OR LONG D(TENSIONS. FOO TING FOUNDATION DRAIN SYSTEM &_BACK D ETAILS DATE: 2/11/03 -- JOB N0. FIG. N0.