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3610 Garrison Street
2141 Troy Court Colorado Springs, CO 80918 phone: 719.330.3885 outlook.com * .E. E -Mail! paulrbryant. p.eC!- Paul R. Bry and, 1 P S'� 1 June 2020 OZ l� Job # 12994 r Peak structural, neInc. Road 707 County CO 80133 Palmer Lake, CO Completion Report, 3610 Garrison Str., Wheat Ridge,December Re: Project p documents dated 8 ions - The rep substantial compliance with those foundationecornmewalltbraces, airs recommended d nthis home in the project rBrac 2019, have been complete 10 FSI Powe The work, consisting of the installation of ( 1 SmartJack 350 XT structural or by man 2 FSI GeoLock foundation wall anchors, and ( out 02 January 2020. () table steel column in the basement, was observed by to replace a non-adjustable leut work are available upon authorized representative. Obseess!oas well asthecomp Photographs of the work in pro request. of the future performance of the I any warranty royal does not express or imp Y responsible for conditions that were no This app e condition. We are not resp structure or drainage s at the time of observation, and no other observations o within the scope of our service lied to be provided. services were provided or were imp Since '_ 299S`' 1 -Jun- _ r lbSSk>Net;g Paul R. Bryant, P.E. Paul R. Bryant, P.E. Job # 12994 Peak Structural, 'elRoad 707 County CO 80133 Palmer Lake, z©/C1 3610 Garrison Str 2141 Troy Court Colorado Springs, CO 80918 Phone. 719.330.3885 E -Mail! paulrbryant -P-64..,outlook.corn June 2020 Wheat Ridge, CO Re: Project Completion Report, documents dated 8 December The repions- substantial compliance with those oundarecotion wall braces, T airs recommendede� r this home in the project rBrac 2019, have been completed 10 FSI Powe The work, consisting of the installation of ( 1 SmartJack 350 XT structural or by an 2 FSI GeoLock foundation wall anchors, and ( ou t 02 January 2020. (� table steel column in the basement,oabout was observed by on to replace anon-adlus Observation occurred on completed work are available up authorized representative. of the work in progress, as well as the comp Photographserformance of the request. of the future p I any warranty royal does not express or imply responsible for conditions that were no This app e condition. We are not resp structure or drainage sat the time of observation, and no other observations o within the scope of our service lied to be provided. services were provided or were imp S �Q0 REGIS opo..•••"8'••.r�9 2993 un - .O � 9��FSSlO:? N Paul R. Bryant, P.E. i CITY OF WHEAT RIDGE Building Inspection Division` (303) 235-2855 Office INSPECTION NOTICE Inspection Type: >3 F1 Job Address: �6 /U Permit Number: Z 0 / c� C> Z.- ®101-7 ❑ No one available for inspection: Time /'f',%OI /PM Re -Inspection required: Yes l When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us4nspection Date: 6 / 1 � aInspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division` (303) 235-2855 Office INSPECTION NOTICE Inspection Type: >3 F1 Job Address: �6 /U Permit Number: Z 0 / c� C> Z.- ®101-7 ❑ No one available for inspection: Time /'f',%OI /PM Re -Inspection required: Yes l When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us4nspection Date: 6 / 1 � aInspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:5 F I Job Address: �? '6/z:) 6" ; Permit Number: 7 ,!'/q 02- le�; 6 d"- ) /,0 -1 ❑ No one available for inspection: Time h :Al ipm Re -Inspection required:. `Yes No When corrections have been "made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. ueinspection Date: I ZQ Inspector: F = DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Foundation Repair PERMIT - 201902166 PERMIT NO: 201902166 ISSUED: 10/11/2019 JOB ADDRESS: 3610 Garrison St EXPIRES: 10/10/2020 JOB DESCRIPTION: Foundation repair - 12 steel power braces total, along south and east foundation walls *** CONTACTS *** OWNER (303)489-4906 VILLENEUVE DAREN & COLLEEN GC (303)260-7070 Paul Sutton 090170 Peak Structural Inc. *** 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: 10,345.03 FEES Total Valuation 0.00 Plan Review Fee 143.10 Use Tax 217.25 Permit Fee 220.15 ** TOTAL ** 580.50 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof 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 applicablg�de 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. City of W heatjdge COMMUNITY DEvL•LOPMLNT Building & Inspection Services 7500 W. 29th 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 OFFICE USE ONLY ) Date: 101i Iq Plan/Permit # q 0l Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3610 Garrison St. Wheat Ridge CO 80033 Property Owner (please print): Colleen Villeneuve Phone: 303-489-4906 Property Owner Email: colleen_ville@yahoo.com Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: , State, E.E. Architect/Engineer: Paul Bryant Architect/Engineer E-mail: pauirbryant.p.e@outlook.com Phone: 719-330-3885 Contractor Name: JPeak Structural City of Wheat Ridge License #:90170 Phone: 1719-260-7070 Contractor E-mail Address: cx@peakstructural.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Tori Oakey Phone: 719-421-6190 CONTACT EMAIL(please print): peakstructural.com Sub Contractors (Must provide Wheat Ridge License No S Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL ❑✓ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Installing 12 steel power braces total, along south and east foundation walls to correct and prevent further cracking and bowing. Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 110,345.03 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 air the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) o T OR D REPRESENTATIV of (OWNER CONTRACTOR) Signature (first and last name): DATE: 1010/19 Printed Name: Victoria Oakey DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPART ENT MME S: Reviewer: t 6110 (a PUBLIC WORKS COMMENTS: Reviewer: S Building Division Valuation: Paul R. Bryant, P.E. Job # PRJ 12944 2141 Troy Court Colorado Springs, CO 80918 Phone: 719.330.3885 E -Mail: paulrbryant.p.e(n;outlook.com Qolqojj�� Peak Structural, Inc. 707 County Line Road Palmer Lake, CO 80133 Soil Evaluation and Structural Repair Plan for Colleen Villeneuve 3610 Garrison Street Wheat Ridge, CO 80033 City of ';M UNI Wheat R1Y INVIA011WNei I e APPROVED Review d r Cod Compliance !0 !1 ?All _�ePlans xa iner Date j99tty of permit: rhe,ssuance of o permit or opprowl of pws speuf canons and computations shaN not be o perm4 for, or an approval of, any violabon to any of the provisions of Me building code or of oar City o►d ponces. Permits presuming to give outhority to violate or Dance► the pravuNms of the suaft codes or oMer crdinonon of the City shall not be vWA 19 August 2019 8/19/2019 Paul R. Bryant, P.E. city of wheat Ridge 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. The home is listed in county records as having been built in about 1973; it consists of a split-level home without additional basement or 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 to address a condition of inward rotation and bowing of the south and east foundation walls, which could exceed 2" in total. The foundation walls do not appear to be severely cracked, but cracking and distress are clearly present. Relatively minor foundation settlement appears to be present, but the homeowners have chosen not to address settlement at this time, except to replace three floor support columns in the home. Cause of Damage: It is our opinion the damage has resulted from inadequate foundation design and construction, exacerbated by excess lateral soil pressure. Possible causes of structural settlement and/or excess lateral soil pressure usually arise from elevated soil moisture conditions, often from poor drainage, damaged downspouts or broken sprinkler lines; poor compaction, sloping property or other adverse soil conditions can be major contributing factors 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 (12) FSI PowerBracee Wall Braces, ° 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/ surrounding soil is considered capable of providing long-term support for the selected systems. Adjustment of installed components 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 and typical. Re -tightening of wall braces and anchors every three to six months may be accomplished until no further loosening occurs for one year, after which no additional recovery is likely. Torque GeoLock anchors to 90 foot-pounds; PowerBraces should receive 45 foot-pounds at each adjustment interval. Do not over -tighten. Over -tightening of anchors or braces can cause or aggravate foundation cracking and could cause structural failure or collapse of the device. If additional cracking is noted following an adjustment, contact the engineer as soon as possible. Construction and Materials Information: Seismic activity is not considered to be a significant factor with respect to this project. Frost depth is considered as 36" 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. 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, if any occurs as part of this project shall be performed accordingly: Backfill against foundation walls should not contain heavy, expansive clays, large rocks, organic materials, mud, ice or snow. Density of backfilled soil against foundation 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. Z x w �1QA��C:AfIt�D@Q�906z MOV&xXXXXXXXXXX (REV 1, 17 SEP 2019) XWx��ae+�C7dufduf�)0XC�Xr.�iiCXX (REV " 1, 17 SEP 2019) 017 z x w 3'-0" MAX 3'-0" MAX p CORNERS 5-6" MAX 5-b" MAX 5-6" MAX 54" MAX 5-6" MAX ® CORNERS = K O O m A Ad � f AdI a 62 fLu p0 m SCALE: N.T.5 ALL ,'.ON57RUC7ION 15 TO BE IN ACCORDANCE WITH THE 2012 IRC AND ANY LOCAL CODE5 THAT MAY APPLY REVISED 17 SEP 2019 TO REMOVE SMARTJACKS GRADING AND DRAINAGE IMPROVEMENTS MAY NOT BE PART OF THE CONTRACTED REPAIR WORK. THE CONTRACTOR 15 ENCOURAGED TO ENGAGE THE HOMEOWNER TO REMEDY THESE CONCERNS. ENGINEER'S STATEMENT THE REPAIR 15 INTENDED TO PROVIDE RELIEF OF MINOR 5TRE55 FRACTURES IN THE CONCRETE FOUNDATION WALL5, TRANSVERSE AND MIGRATORY REFLECTION CRACKS IN MA50NRY VENEER SYSTEMS AND 5LOPIN6 FLOOR SYSTEMS, AND AS A PREVENTATIVE MEASURE TO ENSURE CRACKS AND OTHER 015TRE55M THAT ARE PRESENT DO NOT WORSEN. TH15 MERIN& AND/OR WALL BRACING PROJECT 15 NOT A GUARANTEE THAT FURTHER SETTLEMENT OR WALL CRACKING WILL NOT OCCUR IN OTHER PARTS OF THE HOUSE NOT INCLUDED IN THI5 PROJECT, OR THAT SETTLEMENT OR MOVEMENT OF UNREPAIRED PORTIONS WILL NOT RESULT IN ADDITIONAL CRACKING IN THE REPAIRED SECTIONS. PROPER GRADING AND DRAINAGE WILL HELP PROTECT THE REPAIR WORK FROM BECOMING A CONDUIT FOR M0157URE INTRU51ON TO THE DEEPER 501L STRUCTURES REPAIRING A FOUNDATION SYSTEM IN A SUDDEN OR DRAMATIC FASHION U511,16 TEGHNIOUES LIKE HELICAL PIERS, PUSH -PIERS, PRESSURE GROUTING, OR OTHER QUICK -ACTING LEVELING METHODOLO6HE5 CAN HAVE ADVERSE EFFECTS, SUCH AS EXTENSIVE INTERIOR FINISH (DRYWALL) DAMAGE, CRACKS IN TILE FLOORS, BUGKLIN6 OR SEPARATION OF WOOD FLOORS, STICKING OR NONFUNCTIONAL DOOR AND WINDOW JAM55, OR PERHAPS 5TRUGTURAL DAMAGE TO FLOOR AND/OR ROOF BEAMS FROM SUDDEN RE-57RE551%. PIER DESIGi�I ]�f4T?. HELICAL PIERS: NONE PUSH PIERS: NONE SMART JACKS: AUX (SMARTJACKS ELIMINATED) WALL BRACES: (12) POWERBRAGE5 *PIER DEPTH WILL VARY. HELICAL PIERS SHALL BE INSTALLED TO DESIGN TORQUE. PUSH PIERS SHALL BE INSTALLED TO REFUSAL. SUBSTITUTION OF EQUIVALENT HELICAL OR PUSH PIERS FOR THE OTHER PRODUCT 15 AUTHORIZED, A5 LONG AS THE EQUIVALENT STRUCTURAL CAPACITY 15 ACHIEVED. 2012 IRO/151- 105 RO/HBG105 MPH WIND LOAD, 3-5EG, EXP "C" 30 P5F &ROUND SNOW LOAD eo SEISMIC 8 FROST 36" Ing.. THESE PLANS ARE GOPYRIGHTEC 2018 ALL RI&HT5 RESERVED. ANY SALE, REPRODUCTION, CREATION OF DERIVATIVE WORK5 BASED ON THESE PLANS OR USE OF THESE PLANS FOR ANY PURPOSE WITHOUT PROPER COMPENSATION TO AND THE EXPRESS WRITTEN CONSENT OF DESIGNER 15 STRICTLY PROHIBITED. tr- •m o � m f EXISTING � x W 0O W Lu UL Q (REV 1, 17 SEP 2019) OL w Lu '45 OL �O ILL� ZO Bfi.SEM�NT W oUAQ PROVIDE SHORING PRIOR TO w r Q w REMOVING EXI5TING BEAM OR LL v m f ANY STRUCTURAL COMPONENT fl 62 fLu p0 m SCALE: N.T.5 ALL ,'.ON57RUC7ION 15 TO BE IN ACCORDANCE WITH THE 2012 IRC AND ANY LOCAL CODE5 THAT MAY APPLY REVISED 17 SEP 2019 TO REMOVE SMARTJACKS GRADING AND DRAINAGE IMPROVEMENTS MAY NOT BE PART OF THE CONTRACTED REPAIR WORK. THE CONTRACTOR 15 ENCOURAGED TO ENGAGE THE HOMEOWNER TO REMEDY THESE CONCERNS. ENGINEER'S STATEMENT THE REPAIR 15 INTENDED TO PROVIDE RELIEF OF MINOR 5TRE55 FRACTURES IN THE CONCRETE FOUNDATION WALL5, TRANSVERSE AND MIGRATORY REFLECTION CRACKS IN MA50NRY VENEER SYSTEMS AND 5LOPIN6 FLOOR SYSTEMS, AND AS A PREVENTATIVE MEASURE TO ENSURE CRACKS AND OTHER 015TRE55M THAT ARE PRESENT DO NOT WORSEN. TH15 MERIN& AND/OR WALL BRACING PROJECT 15 NOT A GUARANTEE THAT FURTHER SETTLEMENT OR WALL CRACKING WILL NOT OCCUR IN OTHER PARTS OF THE HOUSE NOT INCLUDED IN THI5 PROJECT, OR THAT SETTLEMENT OR MOVEMENT OF UNREPAIRED PORTIONS WILL NOT RESULT IN ADDITIONAL CRACKING IN THE REPAIRED SECTIONS. PROPER GRADING AND DRAINAGE WILL HELP PROTECT THE REPAIR WORK FROM BECOMING A CONDUIT FOR M0157URE INTRU51ON TO THE DEEPER 501L STRUCTURES REPAIRING A FOUNDATION SYSTEM IN A SUDDEN OR DRAMATIC FASHION U511,16 TEGHNIOUES LIKE HELICAL PIERS, PUSH -PIERS, PRESSURE GROUTING, OR OTHER QUICK -ACTING LEVELING METHODOLO6HE5 CAN HAVE ADVERSE EFFECTS, SUCH AS EXTENSIVE INTERIOR FINISH (DRYWALL) DAMAGE, CRACKS IN TILE FLOORS, BUGKLIN6 OR SEPARATION OF WOOD FLOORS, STICKING OR NONFUNCTIONAL DOOR AND WINDOW JAM55, OR PERHAPS 5TRUGTURAL DAMAGE TO FLOOR AND/OR ROOF BEAMS FROM SUDDEN RE-57RE551%. PIER DESIGi�I ]�f4T?. HELICAL PIERS: NONE PUSH PIERS: NONE SMART JACKS: AUX (SMARTJACKS ELIMINATED) WALL BRACES: (12) POWERBRAGE5 *PIER DEPTH WILL VARY. HELICAL PIERS SHALL BE INSTALLED TO DESIGN TORQUE. PUSH PIERS SHALL BE INSTALLED TO REFUSAL. SUBSTITUTION OF EQUIVALENT HELICAL OR PUSH PIERS FOR THE OTHER PRODUCT 15 AUTHORIZED, A5 LONG AS THE EQUIVALENT STRUCTURAL CAPACITY 15 ACHIEVED. 2012 IRO/151- 105 RO/HBG105 MPH WIND LOAD, 3-5EG, EXP "C" 30 P5F &ROUND SNOW LOAD eo SEISMIC 8 FROST 36" Ing.. THESE PLANS ARE GOPYRIGHTEC 2018 ALL RI&HT5 RESERVED. ANY SALE, REPRODUCTION, CREATION OF DERIVATIVE WORK5 BASED ON THESE PLANS OR USE OF THESE PLANS FOR ANY PURPOSE WITHOUT PROPER COMPENSATION TO AND THE EXPRESS WRITTEN CONSENT OF DESIGNER 15 STRICTLY PROHIBITED. tr- •m o � m � O � —1 ui W 0O W Lu UL Q OL w Lu Lu OL �O ILL� ZO Q W oUAQ w r Q w 0 � r LL v m PAUL R. BR1'ANT, P.E. 2141 TROY COURT COLORADO 5PRIN65, CO 80918 .c- RE6 s opo••••........ B • 29932 i IS AUG 2019 �S�ONAL%NG� SHEET I OF 3 SUBFLOOR WC EX ATTACHMENT BRACKET AT TOP BY POWERBRAGE MANUFAGTURER. — EXI5TIN6 FLOOR STRUCTURE: WHEN J015T RUN PERPENDICULAR TO FOUNDATION WALL ATTACH WALL BRACE DIRECTLY TO J015T WHEN JOISTS RUN PARALLEL TO THE FOUNDATION WALL ADD BLOCKING TO FIRST FOUR BAYS AND ATTACH WALL BRACE TO BLOCKING. SEE BLOCKING DETAIL THI5 PAGE. BL oclK I NC7 =� N.T.5. N.T.5. 54x7.7 STRUCTURAL STEEL WALL BRACE, HEIGHT VARIES, FIELD MEASURE. - 4"x4"x3/S" STEEL ANGLE WITH 1/2" WEDGE ANCHOR EXISTING CONCRETE SLAB EXISTING FLOOR STRUCTURE EXISTING FOUNDATION WALL EXI5TING FLOOR BLOCKING: FOR J015T BAYS WITH MEGHANICAL, ELECTRICAL AND PLUMBING ITEMS 0135TRUGTIN6 THE BAY, INSTALLER MAY INSTALL BLOGKING HORIZONTALLY AT THE TOP OF THE J015T BAY IN PLACE OF THE VERTICAL BLOGKING. INSTALL HORIZONTAL BLOGKING AT THE BOTTOM OF EACH BAY WITH THE VERTICAL BLOGKING. NAIL OR SGREW WOOD BLOGKING TO THE FLOOR JOISTS TO HOLD IN PLAGE. ALTERNATE FOR BOTTOM IF 5PAGE ALLOWS: RUN 2x10 OR LARGER BLOCKING CONTINUOUSLY FROM STEEL BRACE TO LAST BAY OF BLOGKING ALONG BOTTOM OF J015T5. FASTEN TO EACH J015T WITH (4) 12d NAILS OR #5 3" WOOD 50REW5. (BLACK DRYWALL SCREWS ARE NOT ACCEPTABLE) cfty of Wheat Ridge fHE5E PLAN5 ARE COPYRIGHTEE 2018 ALL RIGHTS RESERVED. ANY SALE, REPRODUCTION, CREATION OF DERIVATIVE NORK5 5A5ED ON THESE PLAN5 OR U5E OF THESE PLAN5 FOR ANY PURPOSE WITHOUT PROPER COMPENSATION TO AND THE EXPRE55 WRITTEN CONSENT OF DESIGNER 15 5TRICTLY PROHIBITED. PAUL R. BRYANT, P.E. 2141 TROY COURT COLORADO 5PRING5, GO 60915 ep.--�02EG"*00 .' o 104, '% S s 29932 a% IS AU6 201Q 9ZslAL SHEET 2 OF 3 d - CA w • m cv Z �° m 0 0 ,U J ui lz W LL Lu l LU (3 Lu p ks) =i Q �O w �zv 0� Z O uP O Wap J�Q CL ►u � r- � O A D w O m es li PAUL R. BRYANT, P.E. 2141 TROY COURT COLORADO 5PRING5, GO 60915 ep.--�02EG"*00 .' o 104, '% S s 29932 a% IS AU6 201Q 9ZslAL SHEET 2 OF 3 TOP PLATE (SJ288TP) - SEE SHEET 2 FOR VARIATI❑NS OF TOP C❑NNECTI❑N -01.00 ALL -THREAD ROD (SJ100ATR) THREADED INSERT (SJ288TI) MAIN TUBE 02.875 x 0,165 WALL PART NO. LENGTH SJ288T36 36.00 SJ288T60 60.0 SJ288T84 84.0 w r- CAST ALUMINUM BASE (SJAFTG) OR BOTTOM PLATE (5J288BP) J- 1.38 0.25] 01.50 x 0.25 WALL SJ288TP 0 4.0000 0 HEAVY HEX NUT - 18.2857 SPOT WELDED TO - ROD ___t 01.00 ALL -THREAD ROD WELL GOMPAGTED GRU5HED STONE, 2-0" 50. x Z -O" DEEP, IF REQUIRED BY DESIGN ASSEMBLY DETAIL 5JI OOATR HSS 2.00 x 2.00 00.56 x 0.25 WALL 3.50 4) - 00.25 0.25 0.75 I--3.50--1 0.50 0.50 03.00 01.00 - 8 UNC -2B THREAD TAP 02.45 SJ288TI L 5J288BP `NIIOMIIIOddO)5 L J 03.56 02.94 SJAFTG N.T.5. 00.50' GRADE 5 BOLTS WITH NUTS PowerBraceTM BUTT JOINT OR CONTINUOUS OVER SUPPORT PowerBrace'T" BRACKET - TOP PLATE (SJTBTS4) POWerBraceTmBRACKET - BOTTOM PLATE (SJ288TBBS4) VARIATION ® TOP CONNECTION 5JTBT54 NOTES: PowerBraceT BEAM (CONTINUOUS OVER PowerBrace' TOP SUPPORT) PLATE (SJ288TPS4) VARIATION ® TOP CONNECTION J- 4) - 00.56r±+ 0.38 F -t 50 x 0.25 WALL I. MINIMUM MATERIAL REQUIREMENTS: MAIN TUBE - Fy = 50 ksi, Fu = 55 ksi OTHER PIPES - ASTM A53 PLATES- A5TM A36 ALL -THREAD ROD - Fu = 85 ksi THREADED INSERT - A5TM A106 (5r. 1018 CAST ALUMINUM 5A5E - A151/AA 356.0-T6 SJ258TB554 4) - 00.56 2. ALL WELDING TO BE IN ACCORDANCE WITH A 45 01.1 LATEST 155UE WITH E70 -XX MIN ELECTRODE. 3.25--{ I 2.50 FLAT 1.20 �1.39 I---�-01.50 x 0.25 WALL 3I�o SJ235TP54 3. TUBE 5ECTION5 ARE TRIPLE COATED IN-LINE GALVANIZED. ALL OTHER STEEL COMPONENTS ARE ZINCE PLATED PER A5TM B633. 4. THI5 DOCUMENT 15 MEANT TO SERVE A5 A GENERAL DESCRIPTION FOR THE PRODUCTS 5HOWN FOR SUBMITTAL PURP05E5. MORE DETAILED MANUFACTURING DRAWIN65 ARE AVAILABLE UPON REOUE5T. THESE PLANS ARE COPYRI&HTa 2018 ALL RIGHT5 RE5ERVED. ANY SALE, REPRODUCTION, CREATION OF DERIVATIVE WORKS BASED ON THESE PLANS OR USE OF THESE PLANS FOR ANY PURPOSE WITHOUT PROPER COMPENSATION TO AND THE EXPRESS YNIRITTEN CONSENT OF PE516NER 15 STRICTLY PROHIBITED. It It ly •m Z N � 0.13 O _ � V 0.25 0.18 W LL j Lu LL l 0.85 0.33 V p Lu 12.00 qj) z Q Lu w Q SJAFTG N.T.5. 00.50' GRADE 5 BOLTS WITH NUTS PowerBraceTM BUTT JOINT OR CONTINUOUS OVER SUPPORT PowerBrace'T" BRACKET - TOP PLATE (SJTBTS4) POWerBraceTmBRACKET - BOTTOM PLATE (SJ288TBBS4) VARIATION ® TOP CONNECTION 5JTBT54 NOTES: PowerBraceT BEAM (CONTINUOUS OVER PowerBrace' TOP SUPPORT) PLATE (SJ288TPS4) VARIATION ® TOP CONNECTION J- 4) - 00.56r±+ 0.38 F -t 50 x 0.25 WALL I. MINIMUM MATERIAL REQUIREMENTS: MAIN TUBE - Fy = 50 ksi, Fu = 55 ksi OTHER PIPES - ASTM A53 PLATES- A5TM A36 ALL -THREAD ROD - Fu = 85 ksi THREADED INSERT - A5TM A106 (5r. 1018 CAST ALUMINUM 5A5E - A151/AA 356.0-T6 SJ258TB554 4) - 00.56 2. ALL WELDING TO BE IN ACCORDANCE WITH A 45 01.1 LATEST 155UE WITH E70 -XX MIN ELECTRODE. 3.25--{ I 2.50 FLAT 1.20 �1.39 I---�-01.50 x 0.25 WALL 3I�o SJ235TP54 3. TUBE 5ECTION5 ARE TRIPLE COATED IN-LINE GALVANIZED. ALL OTHER STEEL COMPONENTS ARE ZINCE PLATED PER A5TM B633. 4. THI5 DOCUMENT 15 MEANT TO SERVE A5 A GENERAL DESCRIPTION FOR THE PRODUCTS 5HOWN FOR SUBMITTAL PURP05E5. MORE DETAILED MANUFACTURING DRAWIN65 ARE AVAILABLE UPON REOUE5T. THESE PLANS ARE COPYRI&HTa 2018 ALL RIGHT5 RE5ERVED. ANY SALE, REPRODUCTION, CREATION OF DERIVATIVE WORKS BASED ON THESE PLANS OR USE OF THESE PLANS FOR ANY PURPOSE WITHOUT PROPER COMPENSATION TO AND THE EXPRESS YNIRITTEN CONSENT OF PE516NER 15 STRICTLY PROHIBITED. It It ly •m Z N � � O _ � V Jl LL W LL j Lu LL l m u UJ UJ 0 V p Lu LL qj) z Q Lu w Q 0. r D -A =1Q w 0 O O k PAUL R. BRYANT, P.E. 2141 TROY COURT COLORADO SPRINGS, CO 80918 �'coa seoG 13,9 �O�O• ���s�® .r . • s 29932 o• 18 AUG 201q Q. bN-A.rl wo"SHEET 5 OF 5 c�0, A i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Wl(- P"Ylir'+ R Job Address: Alio S1, Permit Number: 'Zo1703 725' ro VP C/ ❑ No one available for inspection: Time 20 Re -Inspection required: Yes 6-01) When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 - Date: q lq1 j� Inspector:._�ae^e Lovett DO NOT REMOVE THIS NOTICE I i CITE( OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M )b Job Address: Q0 A jrf I Z-A,,j �T Permit Number: Z017ZT ❑ No one available for inspection: Time AMC_M Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234-5933 Date:11221r: Inspectoa�l DO NOT REMOVE THIS OTICE es ► r City of Wheat Ridge Residential Roofing PERMIT - 201705725 PERMIT NO: 201705725 ISSUED: 08/09/2017 JOB ADDRESS: 3610 Garrison ST EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install Dimensional asphalt shingles with 27 sq. *** CONTACTS *** OWNER (303)489-4906 VILLENEUVE DAREN SUB (303)552-4467 John Hess 150142 Urban Exteriors, LLC *** 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: 6,939.00 FEES Total Valuation 0.00 Use Tax 145.72 - Permit Fee 156.75 _ ** TOTAL ** 302.47 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval.. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201705725 PERMIT NO: 201705725 ISSUED: 08/09/2017 JOB ADDRESS: 3610 Garrison ST EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install Dimensional asphalt shingles with 27 sq. I, by my signature, do herattest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof 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 issu c or grantin of ape ' .shall not be construed to be a permit for, or an approval of, any violation of any provision of any plica od ny r 'marc or r ulation of,�isdic 'qp. pproval of work is subje t t field inspection. I rL4 J11V6 I I V1 7 r I Ira , - Signature o Chief' ing Official Date REQUESTS MUST B MDE ABY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett From: no-reply@ci.wh eatridge.co.us Sent: Wednesday, August 2, 2017 9:51 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3610 Garrison St Daren Villeneuve 303-489-4906 Field not completed. ME 9' Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Villanueve contract20170802 06515565.pdf Contract CONTRACTOR INFORMATION Contractor Business Urban Exteriors, Ilc Name Contractor's License 150142 Number (for the City of Wheat Ridge) Contractor Phone 303-552-4467 Number Contractor Email Address jennifer@urbanexteriorsllc.com Retype Contractor Email jennifer@urbanexteriorsllc.com Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing Asphalt Dimensional 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? / ✓ TOTAL SQUARES-„ 27 (pitched + flat) of all 2 roofing material for this proj ect Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) garage and house 5/12 pitch 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 John Hess Email not displaying correctly? 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INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB CONCRETE S FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN r° ROUGHS Sheathing Lath /::W::all tie f Mid-Roof Elec Serulce Rough Electric Citj of 4eat Ridge 84/ 3/2014 13:44 CHA Rough Plumbing Install 46 gallon, q Gas Piping Rough Mechanical.. CDA689861 RPSP 3618 Garrison ST AMOUNT 55.30 Mow INSPEGTCdNS TO SE SIGNED PPM TO "i APPLIPERNIT NO: 201400438 Framing Insulation PAYMENT RECEIVED ANOUNT Drywall Screw V'S / 9739 55.30 AUTH CODE: 812423 TOTAL 55.30 FINALS ----------- — ----- — --------- Electrical OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUE1 PROTECT THIS CARD FROM THE WEATHER Apr 10 14 01:01 p PROSPECT PLUMBING, LLC 972-240-4409 PA Ins p ec don 1 N ,MI�IIII INVNII .. Credit Card *. q► Print name: ijf cha'ca Signal * * City of Wheat Ridge Residential Mechanic PERMIT - 061176 PERMIT NO: JOB ADDRESS: DESCRIPTION: 061176 3610 GARRISON ST 80K BTU boiler - Munchkin ISSUED: EXPIRES: 12/04/2006 *** CONTACTS *** gc 303/232-4254 owner 303/940-1102 Beverly Gorshern Sheryl Hadwig 02-1981 CANDLELIGHT HEATING & AIR, INC ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: BLOCK/LOT#: UA 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 199.30 .00 136.87 336.17 7,604.00 ** FEE SUMMARY ** Comments: Subject to field inspection 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. 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. 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty~four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the~appr of drawings and specifications shall not be construed to be a permit for, nor an approval of, ~~~olat. 0 ~~~ons of the bu~ld~ng codes or any other ordinance, law, rule or regulation. All plan revi ~~jec 0 ~ions. cal date 1. 2. 3. 4. 5. 6. Signature of INSPECTION REQUEST LINE: (303) 234-5933 BUILDING OFFICE: (303) 235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Property Owner: Property Address: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE. CO 80033 - (303-235-2855) APPLICATION sh-e~) I hMwIG :Sb I 0 ~1::Sol0 s+.. Building Permit Number: Date: ~ UT Contractor License No.: Company: 1fvM:- CC<1cl.l.e1cf*- Phone: :5 -q /.fo-lIo:) Phone:s- Yos--oY7 7 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; tha measurements shown, and allegations made are accurate; that I have read agree to abide by all conditions printed on this application and that 1 assume responsibility for compliance with the Wheat Ridge Building Code (I.B.G) and other applicable Wheat Ridge Ordinances, for work under this permit. Plans sub to field inspectio . ~. (OWNER)(CO _ 'J _ ~ /' SIGNED 7 (...Jb DATE/2-~--d Use o~ S~ace (description):)fOk::. F:T1J &AeR fIlwdk; fJ Description of work: s'~e ~;~ l<esrd-e'\ce BUildi'B Deat. Valuation Figure: $ 7[:, 4.00 I all Value: $ and Permit Fee:$ full Plan Review Fee:$ all ject Use Tax:!!; Total:$ " OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OWNER){ CONTRACTOR ):PR1NTED Sq. Ft. added BUILDING DEPARTMENT USE ONLY SIC: ZONING COMMENTS: Approval: Zoning: Sq.Ft.: BUilDING COMMENTS: Approval: PUBliC WORKS COMMENTS: Approval: ~. Electrical license No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: ( COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE. (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16590 Date: 12/18/2003 Property Owner: CHARLENE KRAMER Property Address: 3610 GARRISON ST Contractor License No. : 17174 Company: Bell Plumbing & Heating Phone: 940-1102 Phone: 757-5661 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OWNER)(CONTRACTOR) SIGNED DATE Total: $624.00 $38.49 $0.00 $7.49 $45.98 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: WATER HEATER REPLACEMENT. 40 GALLON - 40,000 BTU. W.O. #319720 BUILDING DEPARTMENT USE ONLY '.\');'0h . ....c..,....':.. ,""',: Zonmg Commen~~ Approval: Zoning: BJliding;Comment.: Approval: ,....,. :.~'~'" "'YfW''''"',"'''' ,""_~' Jilllblil<1l/Vork.s COI1\I1\IIUS: Approval: Occupancy: Walls: SIC: Sq. Ft.: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shalt expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The ;$ c~;t or. th. e approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the . on 0,' I r:~ ~~~Jj~~t?l~ ~ny other ordinance, law, rule or regulation. (1) (2) (3) spector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Application Number: . Date: Property Owner: Property Address: Contractor License No. . Company: CHARLENE KRAMER 3610 GARRISON STREET 17174 BELL PLUMBING & HEATING Phone: 303/940-1102 Phone: ~n~/7~7-<;661 OWNER/CONTRACTOR SIGNATURE OF UNOERSTANDING ANO AGREEMENT Construction Value: 624.00 Permit Fee: 3f.S;;" Use Tax: 1."1'1 1 hereby certify that the setback distances proposed by this permIt application are accurate. and do not violate applicable ordinances. rules or regUlations of the City of Wheat Ridge or covenants, easements Of restrictions of re rd: that all measure nts shown, and allegations made are accurate; that J have read and gr e to abide by all ltlons printed on this . application, and that 1 assume full resp sib lity for complian Ith th;z:at Ridge Buil.ding Code (U.B.C.) and all other applicable e t Ridge .ordJna~s. yr war.. nder thiS ,fr1t. (OWNER)(CONTRt'.CIQR)SIGN/it!<-f-U ~c, DATE /'7.1/P3 Total: Description: WATER HEATER REPLACEMENT 40 GALLON 40.000 BTU BUILDING DEPARTMENT USE ONLY W.O. #~19720 Z(S"jjlrm~COmments; Approval : Zoning: Bimlllrfgi!~lr@~nfi5:, Approval: elJljJr~orkS:COmnfents: ......-...,~_...... Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: -1 i:ellilis1iBi!qjjlre~~ Expiration Date: Approval: Plans Required Expiration Date: Approval: '.I ~ 1.f~ -_~~';""'"' (1) (2) (3) Thi& permit was issued in accordance WIth the provISIons set forth In yapur application and is subJect to the laws of the State of Colorado and to the Zoning RegUlations and BuitIOO1g Code of Wheal Ridge. COloraOo or any other applicable ordinances 01 the City. This permit shall expre jf (A) the work authonzed IS not commenced Within SIXty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a perloO'Of 120 days. If this permit expires. a new permit may De aCQUired for a lee of one-half the amount normally required. provided no changes have been or will be made in the anginal plans anct specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspenSion or abandonment exceeds one (1) year. full fees shall be paid tor a new permIt. No work of any manrter shall be done tMt WIll Change the natural flow of water causing a drainage problem, Contractor Shall noliIy the Building Inspector twenty-four (24) ho:.;rs In advance for aU inspectIons and Shall receive written approval on inspection card before proceedllng With SlllltltleSSlve phases of the Job The Issuance of a permit or the approval of drawings and specif:::.atlons shall not be construed to be a permit for. nor an approval of, any violation of the provisions of the building cooes or any other ordinance. taw. rule or regulal:.:ln (4) (5) (5) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at ?/RIO 6(Or-r;.SOCl :;;/ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: I;) .//d .vI ~e-LI'?C<J j,,..<u:R~ c:J +lud/;, 7:7 :) ~ft:?/' cla"""~r/t:tI ~e).fI dee/::- h-' 101,(,/ Wul- ourf- cd- (7/,,8-- 1"h/<:.- You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date ji)/h/O J , f k7~2~U"dlng Dept. DO NOT REMOVE THIS TAG FORM WR6-22 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16165 Date: 9/4/2003 Property Owner: KRAMEN & LAGWIG Property Address: 3610 GARRISON ST Contractor License No.: 19503 Company: RESTORATION SERVICES, INC. Phone: 940-1102 Phone: 296-4106 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: $5,400.00 $162.90 $0.00 $64.80 $227.70 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 f ompliance with the Wheat Ridge Building Code (U.B.C.) and all other appliea haa i e 'nanees, for work under ~r~i~ (OWNER)(CONTRACTOR) SIGN DATEJ+I Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: RERMOVE ALL OLD RO FING. REFEL T WITH 30# AND 30 YR. LAMINATE SHINGLES 28.66 SQR. BUILDING DEPARTMENT USE ONLY Ei:l:!iililllllllllllj Approval: Zon ing : Imlf~iJ Approval; BG SIC: Sq. Fl.: kil~m_ 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 yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of e b ilding codes or any other ordinance, law, rule or regulation. nspector Please sign Terms and Conditions on reverse side of page. /~~ i-'.. ..- /....;/ ~ c \ g C'O[ Of<. /.S:p COMMUNITY DEVELOPMENT DEPARTMENT BliILDlI'iG lI'iSI'ECnm. Ul\E - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Al'PLlCA nON Building Permit Number: Date: Propeny Owner:C ha L{ f'VI'" /(.eAi'l'/(l( ...."3i.,,/C.;L! L.4fjA:Ji' Propeny Address: 3 G, JoG >4tU-1 '~ DV1 ~., d Contractor License No.: lq)O 3 Company: ~~s.{o(.4+,ov\ 5f){.i.)(w..::rn c Phone :91./0-110:2.. Phone303 -;)c(('-'f(oC, O\\;\ERlC01"TRACTOR SIGNA fi'RE OF l'NDERST ANDI!'\G A:'IiD AGREE]\fEl\"T 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 Sho\l,11, and allegations made arc accurate; that I have read and agree 10 abide by all conditions printed on this application and thai I assume full responsibility for compliance y,;th the \\lleat Ridge Building Code (U.B,C) and all other applicable Wheat Ridge Ordinances, for work under thispennit (O\\'~ERXCO~TRACTOR).SIG"E~~~ (OWKER}{CO~TRACTOR): PRI!\TE A L. l IMO fl,.A Dm~~~ DATE 9: a I::t. (l 0 (J 61.cx::)~",\ "'^ IQ,-tt-, 3cJ#" pd-l JO [j. <<:... I i<\ ~:Vl tCl~ ",fA 'V\~ Construction V aJue:$5 ~cr() Permit Fee:$ > Plan Review Fee:$ Use Tax:$ Total:$ DESCRIPTION: ~~'IV\OlX- C/S ,&& f>; BUILDING DEPARTMENT USE ONL Y SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: ~~. ~f(/o~ PUBLIC WORKS COMMeNTS: Approval: Occupancy: Walls: Roof: Stoties: Residential Units: Electtical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This pemlit was issued in accordance with the pro\'isions set forth in your application and is subject to the laws of the Stale of Colorado and to the Zonill~ Regulations and Bulldinj: Codes of Wheal Ridj:e. Colorado or an) other applicable ordinances of the Cil)'_ (::!) This penni! shall ex.pire if (A) the work authorized is not commenced within sixt)' (60) days from issue dale or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pemlil eqlires., a new pennil ma)' ~ acquired for a f~ of one-half the amount nomlally required. pro\'ided 110 chaTl~es have been or will ~ made in dic original plans aIld specifications and any suspension or abandonment has not c,-ceeded onc (I) year. If changes have been or if suspension or abandonment exceeds one (I) year, full fees shall ~ paid for a ne..... penniL (4) Xo ....'ork of ally manner ,hall be done that will change the natural no..... of .....ater causing a drainage probkm (5) Contnctor shall notify the Buik1ing InspttlOr twenty-four (24) hours in ad\'aJlce for all inspections and shall receive wrillen approval on inspection card before proceeding with succcssiv~ phases of the job. (6) The issuance of a permit or me approval of drawings and specifications sh.lll not be construed 10 be a permit for. nor an approval of. any violation of the provisions of bui g codes or any other ordinance. la..... rule or rej:ulation. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPl\Ct\TID N ~er;t/ i.ArJWI~ "3 tJ/O <'=J"",n ~ <;-t' I q~05 "J V- 1M. lkJ.-1 ~ 4" Lv Property Owner: Property Address: Contractor License No. : Phone: '7~ - /liJ'Z... Company: Phone: 7fB-oytJt) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : -t<t~<e. Permit Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea Ridge inanees, r work under thi~ pr~ (OWNER)(CONTRACTOR) SIGNED DATE~ Total: Use: Description: J;.S/.JP C{ Mf!.n~ 0-3CJ Ff',_It4Se.-A- ~c1.r.~ 7Q.(J ~ BUILDING DEPARTMENT USE ONLY ~_n!!19)~q!!l1!!!Lf!i Approval: Zoning: SIC: Sq. Ft.: : 1. ~ ,.- -- ,. Approval: ~,~~~ 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) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Vv'heat Ridge. Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work auttlonzed is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension Of abandonment exceeds one (1) year, full fees shall be paid fora new permit. No work of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours In advance for aU inspections and shall receive written approval on inspection card before proceedling with successive phases of the Job. . The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any vtolation of the proviSions of the building COdes or any other ordinance, law, rule or regulation. (4) (5) (6) Chief Building Inspector