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Home My WebLink About3520 Everett Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 13F i Job Address: ?2S7 -o E VFC- 6-T72T Permit Number: 2-01-1 090 () .6c_ r i l64Flz o7 r- -�tCT-w6e. 1,Ir2Mrr ❑ No one available for inspection: Time : AM/M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: DO NOT REMOVE THIS WCOTICE Paul R. Bryant, P.E. Job # PRJ9487 (a.k.a. Job #74261) Peak Structural, Inc. 707 County Line Road Palmer Lake, CO 80133 2141 Troy Court Colorado Springs, CO 80918 Phone: 719.330.3885 E -Mail: paulrbryant.p.e@outlookxom Re: Project Completion Report, 3520 Everett Str., Wheat Ridge, CO 30 January 2020 A/07, The repairs recommended for this home in the project documents dated 8 November 2017, have been completed in substantial compliance with those recommendations. The work, consisting of the installation of (7) FSI Model 288 push piers, was observed by me or by an authorized representative. Photographs of the work in progress, as well as the completed work are available upon request. This approval does not express or imply any warranty of the future performance of the structure or drainage condition. We are not responsible for conditions that were not within the scope of our services at the time of observation, and no other observations or services were provided or were implied to be provided. Sincerely, O�pO REgS " 29932 'q I 30 -Jan- 0 t SSS/ONAI�G� Paul R. Bryant, P.E. City of W hear Ridge Uilding til", 313/'Z`00 Il Sections Driven", W -4 CK w OD -4 1 '-0 ' Scanned by CamScanner 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: 13F i Job Address: ?2S7 -o E VFC- 6-T72T Permit Number: 2-01-1 090 () .6c_ r i l64Flz o7 r- -�tCT-w6e. 1,Ir2Mrr ❑ No one available for inspection: Time : AM/M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: DO NOT REMOVE THIS WCOTICE 70 INSPECTION RECORD XTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertine . this project Foundation Inspections Date Inspector Initials Comments Pier Inspector Initials omm _ Electrical Concrete Encased Ground (CEG) �� L" Sewer Service Foundation / P.E. Letter Plumbing LJV IrVI VVY1iI VIlan mil IVM..w Rough Inspections v• rv.v... Date ... �.-..- ----- Inspector Initials - ---- - - Comments Under round/Slab Inspections 9 P Date Inspector Initials omm _ Electrical Y 1 7 �� L" Sewer Service Plumbing LJV IrVI VVY1iI VIlan mil IVM..w Rough Inspections v• rv.v... Date ... �.-..- ----- Inspector Initials - ---- - - Comments Vta Sheathing ,'j�.NZ (=' Mid -Roof Y 1 7 �� L" 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 Final Mechanical Roof '/5,/;r' e 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 — riease De sure inai rougn inspecuunS are cUlIIP cLVU IUIII L IU I U�,�,�. u„� �,� .,, ., • -• -�•• �� by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect "" 17Yom '•" " -ether City of Wheat Ridge 4r nr , Residential Miscella PERMIT - 201709090 PERMIT NO: 201709090 ISSUED: 11/16/2017 JOB ADDRESS: 3520 Everett ST EXPIRES: 11/16/2018 JOB DESCRIPTION: Residential Miscellaneous foundation repair placement of 3 piers on the north section of the house and 4 piers on the west section of the house due to settlement on the northwest part of the foundation. This will be done to stabilize the foundation so there will be no more settlement on the northwest corner and put a stop to any further damage to the foundation. 7 -push piers total. *** CONTACTS *** OWNER (720)363-0426 HANAUER CAROL A SUB (303)260-7070 Paul Sutton 090170 Peak Structural *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,703.70 FEES Total Valuation 0.00 Plan Review Fee 143.10 Use Tax 224.78 Permit Fee 220.15 ** TOTAL ** 588.03 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 4 City of Wheat Ridge .. r 1r� Residential Miscella PERMIT - 201709090 PERMIT NO: 201709090 ISSUED: 11/16/2017 JOB ADDRESS: 3520 Everett ST EXPIRES: 11/16/2018 JOB DESCRIPTION: Residential Miscellaneous foundation repair placement of 3 piers on the north section of the house and 4 piers on the west section of the house due to settlement on the northwest part of the foundation. This will be done to stabilize the foundation so there will be no more settlement on the northwest corner and put a stop to any further damage to the foundation. 7 -push piers total. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications2 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 all entities named within this document as parties to the work to be per an that a perf"or d is disclosed in this document and/or its' accompanying approved plans and specifications. l/ - l6 - Zd/ 7 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying Flaps 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 ermrt 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 procced.or conceal work with t 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 Chiel`Building Official 1W Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat i COMMUNITY DEVELOPMENT dgc Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits( a�ci.wheatridge.co.us FOR OFFWE USE ONLY Date: / I/ I W 6 � Plan/Permit # �D l o 7 /7 b/ L/ `JV Plan Review Fee: i Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. I Property Address: �5—D ")-(:) Ey'ertt+ (� Property Owner (please print): C"cfb) HQ jnc (r Phone:_T�:tcl (C'D 2� Property Owner Email: �40_1101j . C Inn Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: ?GUA_0 PJLi _j ouq '�— Architect/Engineer E-mail: Q tt�P Phone: Outic oil _ C-cr'\l Contractor: ?Za S} Yucturcj Contractors City License #: Contractor E-mail Address Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # 9 ()IL1 O -M Plumbing: W.R. City License # Phone: —1 A ;)-cc 6-7 Gni ) Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL 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 ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEtAAPPLIANCE REPAIR or REPLACEMENT �THER (Describe)rva2 (For ALL projects, please provide a detailed description of Oork 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.) �G ez� \,� C� � T"""'� �/ t�, d��" c-• 16 Ile Sq. Pt./L� Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) tC: --�G�.`TC 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) -ONTRACTO f,!r (AUTHORIZEEREPRESEATATIVE) of (OWNER) (CONTRACTOR) 1 r—, Electronic Signature (first and last name): FI DATE: I 1 —G DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: �� 1, ^ Reviewer:.,W „nt a ,. C I / YJ�r71�J\' 3750 Building Division Valuation: $ Paul R. Bryant, P.E. Job # 74261 Peak Structural, Inc. 707 County Line Road Palmer Lake, CO 80133 Soil Evaluation and Structural Repair Plan for Carol Hanauer 3520 Everett Street Wheat Ridge, CO 80033 2141 Troy Court Colorado Springs, CO 80918 Phone: 719.330.3885 E -Mail: prbryant23 a outlook.com 8 November 2017 rp0 REQ s•"• ' 29932 =' 1 11 /8/2017 t� rs�ONAIEN�'� Paul R. Bryant, P.E. Introduction: This report describes the results of an investigation of the soil conditions at the above -listed address for the purpose of performing a foundation repair. It also presents a repair design for the house, as well as provides additional guidance and information relevant to the proposed project. Soil information was obtained from limited visual observations on site, and from the resources of the NRCS Web Soil Survey. The Web Soil Survey (WSS) provides soil data and information produced by the National Cooperative Soil Survey. It is operated by the USDA Natural Resources Conservation Service (NRCS) and provides access to the largest natural resource information system in the world. The site is updated and maintained online as the single authoritative source of soil survey information. It is considered accurate enough to predict with reasonable certainty the probable soil conditions that will likely be relevant for this particular project. Observation of Property: The foundation inspection was performed by a qualified foundation inspector, as authorized by this office. County records listing the construction history of the house were not available at the time of the preparation of this project's documentation. However, visually, the house consists of a one-story home over a crawlspace. The foundation appears to consist of cast -in-place concrete. For purposes of this report, the front of the house is assumed to face west. The damage to be mitigated by this limited repair project will be a settlement condition along the north-western portions of the house, which could exceed 2" in total. The foundation walls do not appear to be severely cracked, but some cracking of surfaces and finishes is present. Cause of Damage: It is our opinion the damage has resulted from long-term settlement of the supporting soil. Possible causes of structural settlement usually arise from poor drainage, damaged downspouts or broken sprinkler lines, poor compaction, overly -dry soils or other causes. Excess lateral stress, often from the same causes of settlement, can cause foundation wall cracking as well. Soil Profiles: The soil at this site consists of the Nunn -Urban land complex. This profile consists primarily of clays and clay loams, existing in alluvial fans, mesas and terraces, overlying clayey, calcareous alluvium parent material. It is a deep, well -drained soil, and is susceptible to settlement and exertion of high lateral pressures under saturated conditions. A shallow water table is not expected to be present, however, seasonally high or perched water may exist from time to time, especially if poor surface drainage exists at or near the structure. Depth to bedrock may exceed twenty feet. Project Scope: This limited repair plan will involve the use of (7) FSI Model 2880 Push Piers, located according to the design accompanying this letter. It is not expected that full recovery of the house to as -built conditions or to a fully level, true and plumb state is achievable or even desirable, as such work would likely result in more damage than would be repaired. The underlying soil is considered capable of providing long-term support for the selected systems. Adjustment of support piers and/or braces may occasionally be required after installation and minor settlement or movement (less than 1 ") should not be considered a defect, as post -construction adjustments are considered common an(d- pical. c; y GLh ar �'at e��af� '�s�e 9 O/`sS O., Construction and Materials Information: Seismic activity is not considered to be a significant factor with respect to this project. Frost depth for most areas along the Front Range is considered 36" for purposes of the building code and for this project; check with the Building Department if there is any question. All structural concrete shall be Type 2, Sulfate -Resistant, of a strength specified by the accompanying design, or if not stated, 3,500 psi compressive strength. Typically, slabs, such as basement floors and driveways, are not considered structural. Below -grade steel shall be galvanized or coated with a heavy tar layer to prevent excessive corrosion. Unforeseen site conditions occasionally arise, often when buried obstacles are encountered. Movement of any pier or brace laterally up to 12 inches is authorized; greater movement requires contact with this engineer. Substitution of helical piers for push piers and vice versa is authorized as long as original pier spacing and design capacity is maintained. Piers may be installed on the interior or exterior of the foundation, with coordination and permission of the homeowner. Subsurface Drainage: No new or additional subsurface drainage elements are required by this document. If an existing drain is encountered, care must be exercised in preventing its damage, and if damaged, it must be restored to an operational condition. Repairs to foundation drains typically require inspection and approval by the Building Department. Groundwater is not expected to be a significant consideration relative to this project; however, groundwater elevations usually fluctuate seasonally, and mitigation of high groundwater is not within the scope of this project. Surface Drainage: Poor drainage is associated with many foundation problems. Property owners and builders are cautioned that water accumulation around foundation elements is a primary cause of structural and floor slab distress within homes. Foundation and slab movement under virtually all conditions can be minimized by maintaining a stable moisture content within the soil under and around the foundation. Subsequent to, and not included within this project, the following guidelines are considered vital, as proper surface drainage is a crucial part of a home's moisture defense system: • The soil surface should be sloped away from the foundation at a minimum slope of one foot in ten, for a minimum of ten feet along all sides of the structure. Areas of ponding must be eliminated. • Roof gutters should be employed, and all downspouts must discharge well away from the foundation, either into a suitable drainage system or into a properly constructed drainage swale. • Landscaping requiring watering within five feet of the foundation should be eliminated, or watered sparingly with drip systems. • Use of plastic sheeting in landscaped areas near the foundation is regarded by most experts as detrimental to the overall, long-term performance of foundations. We discourage its use as well. Backfill: Backfill against foundation walls should not contain heavy, expansive clad. rocks, organic materials, mud, ice or snow. Density of backfilled soil against fo dation �2 °L h 0° components should be 85% Standard Proctor density (ASTM D698) and soil supporting concrete slabs or other structural elements should be 95% density, at a minimum, and must be performed by mechanical means. Water flooding is prohibited. Conclusion and Limitations: This report is valid only for the address and the project scope listed, by the client listed above. The observations described in this document are valid for the date of the observation and have been made under the conditions noted in the report. Use by any other entity or for any other purpose is prohibited, without the express, written consent of the undersigned engineer. This report is based on published and anecdotal information; variations from the anticipated the soil profiles may be encountered; contact the engineer immediately if they are discovered. This report does not cover geological hazards, such as slope stability or landslide. Such investigations require extensive investigative techniques and are well outside the scope of this report. Should such information be desired, contact the engineer for guidance. This report does not express or imply any warranty of the future performance of the structure or drainage condition. This report should not be considered a warranty of condition, and no warranty is implied. The opinions and recommendations presented in this report are based solely on visual observations available for viewing at the time of the site visit and information, if any, provided by the Client and/or their representative(s). We are not responsible for conditions that were not within the scope of our services at the time of inspection. We did not undertake or perform any destructive or invasive testing. No additional subsurface testing, material testing, calculations, nor monitoring over time of the conditions presented in this report are included in this project, but may be obtained, if desired, under separate agreement. Not included in this site visit was a review of the architectural, mechanical, electrical, plumbing, cosmetic, landscaping, drainage or structural conditions, other than those items specifically discussed, nor a comprehensive review of compliance with applicable building codes. The work covered by this project is not held out as being a complete repair for all known or suspected structural or foundational issues within the building; its scope has been limited to that work described within this report with the full knowledge, understanding and cooperation of the homeowner and/or their designated representative. Other work may be justified or needed, but, work not included within this report is outside the scope of this repair project. If additional work is required at a future date, it will be under a separate contract. City oP heat R'd9e It I 4'-O" MAX ® CORNER5 RF-f=A I R L.AYOUi SCALE: N.T.S ALL CONSTRUCTION 15 TO 5E IN ACCORDANCE WITH THE 2012 IRC AND ANY LOCAL CODES THAT MAY APPLY GRADING AND DRAINA6E IMPROVEMENT5 MAY NOT (2 ) w. m ° BE PART OF THE CONTRACTED REPAIR WORK. THE THESE PLANS ARE COPYRIiSHTEE CONTRACTOR 15 ENCOURAGED TO ENOA&E THE 2017 ALL R16HT5 RESERVED. ANY SALE, REPRODUCTION, HOMEOWNER TO REMEDY THESE CONCERN5. CREATION of DERIVATIVE WORKS BASED ON THESE PLANS OR U5E OF THESE PLANS FOR ANY PURPOSE WITHOUT PROPER OOMPEN5ATION TO AND THE W ° ^, Q W ° EXPRE55 WRITTEN CONSENT OF DESIGNER IS STRICTLY PROHIBITED. /--I &&OW If (20-1&vrIeF-D -m P/00VIbF, )NS 1aE CMQN AAV FNS t (2 ) w. m ° s <w EIC �w LL J Z CL Lu H W ° ^, Q W ° (Z' a- Z �j ° tY �((/�� ° V /r = r W \ / ° W Q° Q ® W Q OL < (3 r dC cv W ENGINEER'S STATEMENT m THE REPAIR 15 INTENDED TO PROVIDE RELIEF OF MINOR 5TRE55 FRACTURES IN THE CONCRETE FOUNDATION WALLS, TRANSVERSE AND MIGRATORY REFLECTION CRACKS IN MASONRY VEMEEIR SYSTEMS AND SLOPING FLOOR SYSTEMS, AND AS A PREVENTATIVE MEASURE TO ENSURE CRACKS AND OTHER 015TRE55ES THAT ARE PRESENT DO NOT HORSEN, TH15 PIERING AND/OR WALL BRAGNG PROJECT 15 NOT A GUARANTEE THAT FURTHER SETTLEMENT OR HALL CRACKING WILL NOT OCZUR IN OTHER PARTS OF THE HOUSE NOT INCLUDED IN THIS PROJECT, OR THAT SETTLEMENT OR MOVEMENT OF UNREPAIRED PAUL R. BRYANT, P.E. PORTIONS WILL NOT RESULT IN ADDITIONAL CRACKING IN THE REPAIRED SECTIONS. PROPER GRADING AND DRAINAGE WILL HELP PROTECT THE REPAIR WORK FROM 2141 TROY COURT City or BECOMING A CONDUIT FOR MOISTURE INTRUSION TO THE DEEPER 501L 5TRZTURES COLORADO SPRIN65, CO 80,118 heat INC A FOUNDATION SYSTEM IN A SUDDEN OR DRAMATIC FASHION USIN6 HNc. LIKE HELICAL PIERS, R&W ERS, PRESSURE GROUTING, OR OTHER ITMUNY OEVEIoPME1.IT COMW QUICK-ACTIN6 LEVELING METHODOLOGIES CAN HAVE ADVERSE EFFECTS, SUCH AS APPROVED EXTENSIVE INTERIOR FINISH (DRYWALL) DAMAGE, CRACKS IN TILE FLOORS, BUCKLING OR SEPARATION OF HOOD FLOORS, STICKING, OR NONFUNCTIONAL DOOR AND WINDOW JAI -65, OR PERHAPS STRZ URAL DAMAGE TO FLOOR AND/OR ROOF BEAMS FROM 5UDDEN RE-5TRES51145. p nAOo nEG�n Reviewed for Code ComDll G.Ot[`��.••°��°•••.Ul •• �F9 PIER I7ESIGl�I ]�?�T?. V�� NONE HELICAL PRORISR (7 � Lr'�• 9 y 2932 LjfNN HS: NONE s ACES: NONE is 08 NOV 2011 eQ Plans aurin tePIER DEPTH WILL VARY. HELICAL PIERS SHALL BE INSTALLED TO DESIGN TORQUE. PUSH PIERS SHALL BE INSTALLED TO REFUSAL. SUBSTITUTION OF % 0.0 a�•asaa•°••\� Validity of permit - The issuance of o permit or approval p"jy +f BbiicKLICAL OR PUSH PIERS FOR THE OTHER PRODUCT IS msAoomputatiom shall not be o pamrt for, or on OPPrOw tdp:��0\�6n 1+tAS LONG AS THE EQUIVALENT STRUCTURAL CAPACITY IS A` �G am of the provisions of the building code or of anY City c� rermits pmsuminp to give ouoority to violate of cancer the prevp BCuilid ions 012 It R6 20 i cods a other ardlnonces of the City short not be -W 105 MPH WIND LOAD, 3 -SEC GUST, EXP "C" I �u�� 30 PSF SNOW LOAD FROST 36", SEISMIC 8 NOTES - L MINIMUM MATERIAL REQUIREMENTS, BRACKET WELDMENT - ASTM A36 EXTERNAL SLEEVE - Fy = 50 ksl, Fu = 62 ksl CAP PLATE - ASTM A572 GRADE 50 BRACKET HARDWARE - (2) 16' LONG GRADE 27 - Fu =125 kW ALL -THREAD ROD WITH NUTS (HWTR-5210-Z-075-16 L HWHBN-Z-075) OPTIONAL BRACKET HARDWARE - <2) - 034 '. x 16' LONG AISI 1045 - Fu = 120 ksl CONTOUR (COIL) THREAD ROD WITH NUTS (HVCR-5250-Z-075-16 L HVCN-Z-075) 2. ALL WELDING TO BE IN ACCORDANCE WITH AVS BILL LATEST ISSUE WITH E70 -XX MIN ELECTRODE. 3. BRACKETS, CAPS, AND SLEEVES ARE AVAILABLE AS EITHER PLAIN STEEL OR HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. A '-G' IS ADDED TO THE END OF THE PART NUMBER TO DESIGNATE PART AS HOT -DIP GALVANIZED. 4. BRACKET HARDWARE IS PROVIDED AS ELECTROZINC PLATED IN ACCORDANCE WITH ASTM B633. S. THIS DOCUMENT IS MEANT TO SERVE AS A PROJECT DETAIL NOTES - 1, MINIMUM MATERIAL REOUIREMENTS, BRACKET VELDMENT - ASTM A36 CAP PLATE EXTERNAL SLEEVE - Fy = 50 ksl, Fu = 62 ksl (FS288C) CAP PLATE - ASTM A572 GRADE 50 BRACKET HARDWARE - (2) - 04' x 16' LONG GRADE B7 - Fu - 125 ksl ALL -THREAD ROD WITH NUTS (HVTR-5210-Z-073-16 L HVH8N-Z-075) ELECTR13ZINC PLATED IN ACCORDANCE WITH ASTM 8633 4.00 OPTIONAL BRACKET HARDWARE - LIF (2) - 04' x 16' LONG AISI 1045 - Fu - 120 ksl CONTOUR (COIL) THREAD ROD WITH NUTS BRACKET (HWCR-5250-Z-075-16 L HWCN-Z-075) I(ARDVARE SEE ELECTROZINC PLATED IN ACCORDANCE WITH ASTM B633 NOTES CONCRETE ANCHORAGE (OPTION 1) - (8) - 04' x 7' LONG SIMPSOBRACKET N WEDGE -ALL (FS288HF MECHANICALLY GALVANIZED IN ACCORDANCE WITH ASTM B693 CONCRETE ANCHORAGE (OPTION 2) - CONCRETE (8) - 04' x 7' LONG GRADE B7 ANCHORAGE ALL -THREAD ROD WITH NUT SEE NOTES (HWTR-SEID-Z-073-7 L HWHBN-Z-075) ELECTROZINC PLATED IN ACCORDANCE WITH ASTM 8633 INSTALLED WITH SIMPSON ACRYLIC -TIE (AT) ADHESIVE 2. ALL WELDING TO BE IN ACCORDANCE WITH AVS DIA LATEST ISSUE WITH E70 -XX MIN ELECTRODE. 3. BRACKETS, CAPS, AND SLEEVES ARE AVAILABLE AS EITHER PLAIN STEEL OR HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. A '-G' IS ADDED TO THE END OF THE PART NUMBER TO DESIGNATE PART AS HOT -DIP GALVANIZED. 30' OR 48' EXTERNAL SLEEVE (FS28BES30 OR FS28BES48) PP288- PIER SHAFT PP288- STARTER TUBE LOAD BEARING STRATUM NOTES - 1. MINIMUM MATERIAL REDUIREMENTS- BRACKET WELDMENT - ASTM A36 EXTERNAL SLEEVE - Fy = 50 ksl, Fu = 62 ksl CAP PLATE - ASTM A572 GRADE 50 BRACKET HARDWARE - 125 ks(2) - 0)14' x 16' LONG GRADE B7 - Fu ALL -THREAD ROD WITH NUTS (HVTR-5210-Z-075-16 L HWHBN-Z-0751 OPTIONAL BRACKET HARDWARE - \ (2) - 0%' x 16' LONG AISI 1045 - Fu 120 ksl NUTS ON CTOUR (COIL) THREAD ROD WITH (HVCR-5250-Z-075-16 L XVCN-Z-075) � 2. ALL WELDING TO BE IN ACCORDANCE WITH \ AVS D1.1 LATEST ISSUE WITH E70 -XX MIN ELECTRODE. \ 3. BRACKETS, CAPS, AND SLEEVES ARE AVAILABLE AS EITHER PLAIN STEEL OR HOT -DIP GALVANIZE➢ IN ACCORDANCE WITH ASTM A123. A '-G' IS ADDED TO THE END OF THE PART \ NUMBER TO DESIGNATE PART AS HOT -DIP GALVANIZER \ 4. BRACKET HARDWARE IS PROVIDED AS ELECTROZINC PLATED IN ACCORDANCE WITH ASTM 8633. 5. THIS DOCUMENT IS MEANT TO SERVE AS A \ GENERAL DESCRIPTION FOR THE PRODUCTS NOTES - CAP PLATE - 1. MINIMUM MATERIAL REQUIREMENTS- (FS2880 BRACKET WELDMENT - ASTM A36 EXTERNAL SLEEVE - Fy - 50 ksl, Fu = BRACKET 62 ksl HARDWARE SEE CAP PLATE - ASTM A572 GRADE 50 NOTES BRACKET HARDWARE - BRACKET — 125 ksl (2) - 04' x 16' LUNG GRADE 137 - Fu (FS2B8B) ALL -THREAD ROD WITH NUTS (NAL BRACKET 075-16 LHWHBN-Z-075) j\\ EXCAVA TEMPOW OPTIONAL BRACKET HARDWARE - (2) - 0%' x 16' LONG AISI 1045 - Fu ksICONTOUR (CUIL) THREAD ROD WITH NUTSTS (HWCR-5250-Z-075-16 L HWCN-Z-075) 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 LATEST ISSUE WITH E70 -XX MIN OD ELECTRODE. 3. BRACKETS, CAPS, AND SLEEVES ARE 30 0 d8 AVAILABLE AS EITHER PLAIN STEEL OR HOTDIP EXTERNAL GALVANIZED IN ACCORDANCE WITH ASTM A123. A SLEEVE -G' IS ADDED TO THE END OF THE PART (FS28BES3300 (OF GNUMBER TO ALVANIZED.SIGNATE PART AS HUT -DIP .RSB� B4. BRACKET: H633. IPROVIDED AS NC PLATEDRIN (ACCORDANCE WITH ASTM 5. THIS DOCUMENT IS MEANT TO SERVE ASA \\ \\ \\ \ GENERAL DESCRIPTION FOR THE PRODUCTS SHOWN FOR SUBMITTAL PURPOSES. MORE N.S80M�MUFACTURING DRAWINGS ARE AV AIJFLE ON REOUES PP288' 1_ PIER SHAFT 4.0000 LIFT PP2B8 T STARTER TUBE \ \\ L HEARININ( STRATUP 6.1929 10.0000 BRACKET DETAIL PF C� y I?'h of THESE PLANS ARE COPYRIGHTEC 2011 ALL RIGHTS RESERVED. ANY SALE, REPRODUCTION, CREATION OF DERIVATIVE WORKS BASED ON THESE PLANS OR USE OF THESE PLANS FOR ANY PURP05E WITHOUT PROPER COMPENSATION TO AND THE EXPRE55 WRITTEN CONSENT OF DE5I6NER 15 STRICTLY PROHIBITED. • m (V <r � m O O � I'V —U LL Q J W Q LL_ Q m �wO Q LLJ O nn� Il.J� W l01 � z N V U J c \ (K O t --LL J p Lu o Q>V_ UA Q L' II V Lu r H - Q O W O Or iL vmK PAUL R. BRYANT, P.E. 2141 TROY COURT COLORADO SPRINGS, GO 80918 �p0 REo�s X29932 .,6% OS NOV 2011 .• SHEET 2 OF 2 City of Wheat Ridge ` Residential Roofing PERMIT - 201703480 PERMIT NO: 201703480 ISSUED: 07/07/2017 JOB ADDRESS: 3520 Everett ST EXPIRES: 07/07/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline asphalt shingles with 27 sq. *** CONTACTS *** OWNER (720)363-0426 HANAUER CAROL A SUB (303)757-7663 David Moore 160095 Smart Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,•HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,100.00 FEES Total Valuation 0.00 Use Tax 170.10 Permit Fee 188.45 ** TOTAL ** 358.55 L *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection'will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703480 PERMIT NO: 201703480 ISSUED: 07/07/2017 JOB ADDRESS: 3520 Everett ST EXPIRES: 07/07/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline asphalt shingles with 27 sq. I, by my signature, do hereby attest that the work to be perfonned 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 leg ally authorized tonclude all entities named within this document as parties to the work to be performed�dJ at al work to b p rformed is disclosed in this document and/or its' accompanying approved plans and specifications. Signat e of OWNER or CONTRACTOR (Circle one) Date 1,,. -This pen -nit was issued based on the infonation 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 ides 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 pen -nit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit horder 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. Thei ce 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 appl cable ondte�oranynce �e lation 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. 1.,*pection 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. Dan Schultz OQ l ?U -s4o From: no-reply@ci.wheatridge.co.us Sent: Monday, June 26, 2017 2:42 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3520 Everett Street Wheat Ridge, CO 80333 Property Owner Name Carol Hanauer Property Owner Phone 720-363-0426 Number Property Owner Email Field not completed. Address 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 Smart Roofing Contractor's License 160095 Number (for the City of Wheat Ridge) Contractor Phone 3037577663 Number Contractor Email Address Info@smartroofingco.com Retype Contractor Email Info@smartroofingco.com Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing GAF Timberline Shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 27 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? 2 TOTAL SQUARES of all roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) 8100 27 V Residential Re -Roof Main House & detached garage roof pitch 4:12 Project Value (contract 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 Shawneese Baratta Email not displaying correctly? View it in your browser. 3 SM.T ROOFING & CONSTRUCTION ,P�6--37� -,, x 17 F -A y� S7-2 --z% 7- 9S-1 4l not. Jewell Ave. iF/"Ib, uenver, uu tsuzzz Homeowner's Name: HAA)'A i1zP— Address: L� �) GU f✓t) E ��77 J y City: 01-� A 7" 2" iW, 5-- - State: Home Phone: Cell: 757-KUUF Storm Date: Zip Code: A0333 Email: Insurance Company: kisz-w-r& Phone: 726 36 -0cl7 Claim #: _ a 14 145-5-f 7 2, IPP Adjuster's Name: Mortgage Co. Phone: Insurance Claim Agreement / Permission to Communicate This agreement authorizes Smart Roofing and Construction, LLC (SRC) to assist you with your insurance approved damaged property, and will be repaired or replaced with no additonal cost to you except for the deductible. Addtional work outside of the insurance scope must be approved in writing prior to the beginning of construction. I/We authorize A LL5-7A!`!`e— , our insurance company, and , our mortgage company to communicate and work directly with Smart Roofing and Construction, LLC and/or Genesis Capital Ventures regarding the project associated with claim number 4 id U`Z- The Consumer Protection Bill (SB 38) and the Colorado statue of insurance fraud (CRS 18.13.119.5) prohibits SRC from paying, waiving or rebating any insurance deductible. Shall the claim be denied by the insurance company, this contract is NULL and VOID. Initials ROOFING MANUFACTURER:STYLE: l COLOR: is lgj4-r , -�'A F Cl� CGI r 77d (� Tear Off # of Layers G Install / Replace Decking. Labor Warranty: Install Ice & Water Shield: Gutters Color: LF Install Drip Edge: '—Color Roof Vents: Type: Color: Install Felt: '1� CG Step Flashing: trttlNA)g Y r2 Ridge type: Ridge Vents: LF Haul off trash and debris (includes magnetic sweep) Liability Insurance is provided by Republic -Vanguard The estimated cost of the above mentioned roofing materials and the scope of services provided, based on damages known at the time of the contract is entered into is: $ / �5� 7,(7 The final contracted price is the RCV amount on the insurance paperwork plus the applicable contractors overhead and profit. The insurance proceeds will be paid to Smart Roofing and Construction, LLC. Work will begin and the building permit will be pulled within twenty-one business days after the first payment is received. Initials The Homeowner(s) may cancel this agreement at any time before midnight of the 3rd business day (72 hours right of rescission) after the date of signing this agreement by mailing a notice of cancellation. By signing this agreement below, you acknowledge that you have read both sides of this agreement, understand and agree to all term nd conditions ofthis agreement and no other conditions apply unless stated on this form. omeowneDate mart Roo g, LLC (Sales Rep) �-3 VIA Vlh- Homeowner or Agent Signature Date 9martRooting, LLC (Management) Shawneese Baratta From: Dane Lovett <dlovett@ci.wheatridge.co.us> Sent: Monday, July 10, 2017 9:44 AM To: Info@smartroofingco.com Subject: 3520 Everett Street Regarding 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. The permit(s) for the address(es) listed above is ready for pick-up. Please arrive at the assigned date and time listed below and bring all required items for pick-up. If you miss your time window you may come in any day after your assigned day during the same assigned hours. Permit pick-up: Tuesday, July 11, between the hours of 12:30 pm — 2:00 pm Location: Wheat Ridge City Hall, 7500 W. 29th Avenue, 2"d Floor Required items for pick-up: • Fee for permit: $358.55 • Photo ID • Bring in a Copy of signed roofing contract — We will be keeping the copy, do not bring your original Please do not email or fax required information — You must bring a copy of required items. Building is unable to make copies. NOTES: • Permit card must be picked up and posted on site before work begins. • Credit cards (Visa and Mastercard) are accepted up to $2500. • You may PRINT a credit card authorization form and bring it with you in person when you come to pick up your permit. Do not submit this form via email or fax. • Checks are required for any amounts exceeding $2500. • The person who picks up this permit must be authorized in our system to pull permits. If you are unsure or to add someone, bring an authorization letter on company letterhead and signed by the owner. • All dumpsters associated with building permits must be located on private property (not in the street). Dane Lovett Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2876 Fax: 303-237-8929 www.ci.wheatridqe.co.us 1 t City Of at COMMUNt7Y DEVELOPMENT CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. i 111 CITY OF WHEAT RIDGE' fir' �Building Inspection Division �' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE M11) Inspection Type: ! 1 I) / Job Address: '�52FV Wc -n- ST Permit Number: zo 110 5(4 So ❑ No one available for inspection: Time./c ' �0 AM/PM Re -Inspection required: Yes ,-No �; When corrections have been made, call -for re -inspection at 303-234-5933 lei Date: �' 0' ' � Inspector: l DO NOT REMOVE THIS NOTICE e i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax F F INSPECTION NOTICE ASF - Job Type: F Job Address:�� Permit Number: 4 4 f `41 INA) _` ❑ No one available for inspection: Time • 65 _�wlbM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: ./.5, f7 Inspector: .` U/ DO NOT REMOVE THIS NOTICE FOR OFFICE USE ONLY City o taste: COMMUNiTy DEVELOPMENT P'tanls ft# Building & Inspection Services Division 7500 W.2e Ave., Whet Ridge, CO80033 Purr Review Office, 303-235-2355 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building r it Application Please corn ute all, highlighted aresscan both sides of this . Incomplete applications may not be processed. Property Address: Props ty Owner (please print): Phone: Property Owner Emaik Mailing Address (if different than property address Address; _1154 C Ci!y, State, Zip: Architect/Engineer E-mail: Phone: Contractor: 4g�r_ ?w&B216?(27 Contractor ' City license #: Phone-:,Z03ZL/S- Contractor,E-mall Address: Stab Contractors: Electrical: Plumbing: Mechanical: W RF City License ## W.R City License # W.R. City License Other City Licensed Sulo; Other City Licensed Sub: City License City License # Complete all information on BOTH sides of this form A t t Nk • t ;f A 9IM * Nlk * A 0l=jT 'Ifj t mount of materials to be used, etc, .. _ . 4 Ir Sq.. FULF Stu's Gallons Amps Squares Other FOR OFFICE USE ONLY City of tare. e�9rWh6at d 4e COMMUN"Y L)EVFLOPTES--�' Building & inspection n S I Division 7,500 W. 29th Ave., Wheat midge, CO 80033 Flan Review Office: 303-235-2555 * Fax: 303-237-892 Inspection Lina; 303-234-5933 Building er it Application Please complete all highlighted a s on both sides of this ftm, triconViete SW14=tjons mey not tw prooesed. Property Owner Email., Mailing Address(if different than property address) Address City, tate, Zi rch t Eng neer E-mail.*Phone Gant ; ctca: , Contractors City License #. Phone: a15 Contractor - ! Address: Sub Contractors.- Electrical: ontract .Electrical: Plumbing: Mechanical: Wk City License # W.R. City License # W.R, City License # Cather City Licensed Sub; Other laity Licensed Sub: City License # City License ## Completeall information on BOTH sides of this farm t M a t a .41i nr � a A 4 f i ill ! � • l.: � � Ar' • };. IMM' )unt of materials to be used, etc. � �� , • �� of/Ace. �> Sq. FULF Btu's Gallon ME32=1 City of � Wh6at Fk ie C0M)1AM0LJN1TYD ROMAN 11 FOR OFFICE USE ONLY Pla"Mor►it # Building Permit Application & Address: S7� city, State, Zip: S cr) -�> - 3 3 232= Electrical: WR City License # Plumbing: W.R, City License # Complete all in rmation on BOTH sides of this form Ze- Sq. FULF Btu's Gallons _. Amps Squares Other 16 I G 4 LI 0 S LU l '_ ( o0 wn a w c� z i s LI 0 S LU l '_ ( o0 wn a s mom NII ry K .v 0 ut � mow. � J LI 0 S LU l '_ ( o0 wn s mom NII ry K .v 0 ut � mow. � J 4t u LI 0 S LU l '_ ( o0 wn s NII ry K .v � A ut � mow. � J 4t u a s LI 0 S LU l '_ ( o0 wn s ry K .v � A ut � mow. J u s mow. ~iii'llHEAr "'~ '\ w. <' 0 'OLOR"O City of Wheat Ridge Residential Electric PERMIT - 061054 *** CONTACTS *** owner 061054 3520 EVERETT ST Electrical service change 20QA ISSUED, EXPIRES, 11/03/2006 PERMIT NO, JOB .!\DDRESS, DESCRIPTION, - gc 303/471-1246 Merdell Coleman Thomas Hughes 02-2330 Atomic Electric, LLC - ** FARCEL INFO ** ZONE: CODE, UA SUBDIVISION, UA USE, BLOCK/LOT#, R-3 0/ ** FEE SUMMARy ** ESTIMATED PROJECT VALUATION, FEES 58.34 .00 21.60 79.94 1,200.00 - pe:cmi t Fee Total Valuation Us~~ Tax ** TOTAL ** - Comments: Must comply w/ 2002 NEC. I h~reby 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 mea_surements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assum full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable at Ridge Or , for work under this permit. Plans subject to field inspection. ~ "r -'..).-v 1.0 date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount"normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. ~ll pla ew ~ject-'~~eld in,pections. _~ A. .-zz: Si\! e 0 hief i'jt.i!~g affical date I~.SPECTION REQUEST LINE: (303)234-5~33 BUILDING OFFICE, (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) MINOR APPLICATION Property Owner: ,.A.. r d 'ell (" hLf'A-'< I, , ,LJ G':-t- Property Address: 377-<) E- V oej"R._ T'r- ..... , Contractor License NO':.5'-I71 Company: ,4-'r7f70~ 11_ V-l';7'TfL' C ~~ WHt~>.,,/ ~ '" - " u ~ COL ORI>SP Building Permit Number: Date: I PLAN # Phone: Phone: 7c) ~ -4Z~a'-~~7 ,....) oJ '_ -/ ../ -"-" OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinq Dept. Valuation Figure: $ I =.u-o 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. p~i. SS/Ub'eect to field inspection. (OWNER)(CONTRACTOR},S1GNED p~ ~ DATE . , , (OWNER)(CONTRACTOR):PRINTED --rt, ~ /.- --/ I+u} A~J'ATE '~/;! Jo Use of Space (description): 5';)..71" ~",-1, i,"", ~ Description of work:"'7 I -_ I ' ; . 1:- evTY'.-;"--tL S~_lvlLE' C,!tC\..:>1..C/~ Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Sq. Ft. added BIDLDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: l::IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwiJI be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1)year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid fora new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official