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3383 Simms Street
3/20/2019 Complete Basement Systems 11795 East 45th Ave. Denver, CO 80239 RE: Job Number 2019-5944 Site Observation Visit (Fraser) 3383 Simms Street Wheatridge CO, 80033 DL ENGINEERING, INC. 2J5D S WAOSWDRIN 81V0 S011i 0 289 DIO R. C080227 720-440-9450 pw opo -!! ---+31 DL Engineering Inc. reviewed the progress of construction for the subject project on March 19, 2019. The following is a summary of the observations made: New Observations: Reviewed the helical piers. There were 2 piers installed under the north chimney next to the existing push pier spaced at approximately 3' o.c., and 1 installed on the west wall spaced approximately 1'-6" north of the southernmost existing push pier. o The pier spacing was observed and appears to be in conformance with the construction documents. o The piers were installed to refusal or to a depth no less than that specified in the construction documents. o The helical piers appear to be installed in conformance with the structural mitigation plan. The new concrete pads for the existing mono posts were observed. There were (3) T-0" x Y-0" x 8" pads installed at existing post locations in the crawl space. o The observation occurred before concrete was poured. o The placement & reinforcement appear to be installed per the structural plans. Site grading around the perimeter of the house did not appear to be modified. Vegetation around the perimeter of the house did not appear to be modified. Volatile Soils: The moisture around the foundation elements must be controlled for the useful life of the building. Time has shown that Colorado soils can be unstable and structures can experience damaging movements due to expanding and shrinking soils, primarily when moisture changes occur. Maintaining consistent soil moisture contents around all foundation elements is crucial to minimizing foundation movements. Even with properly engineered/constructed foundation systems these volatile soils can still exert excessive pressures causing damage in the residence. If the Owner would like further insight about the on-site soil conditions and preventative measures, a Geotechnical Engineer should be consulted. Geotechnical Consideration: It is possible that the piers may consolidate the soil under the piers. Because of this, periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. It is recommended that a baseline survey be conducted immediately. The Owner should report all findings and reports to the Structural Engineer. If vertical movement of the foundation walls is discovered, the piers should be re -pressurized. A Geotechnical Engineer should be present for the re -pressurizing of the piers. MW OL ENGINEERING, INC. --':TI+IJC-;71R. :L '-,v-:NEF_t31t,�r ! aR{J�E"i5i'3iv!.l FQR£'tStl' Et�GINLd:HYP.. 2150 S WAOSWRIN MUM( 0 203 OfO R. CI30227 720-440 0450 Disclaimer: In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweberCCDdlengineer.com. Sincerely, Matt Weber, PE��� REQ/s Under the direct supervision of, ;Qac' gip•: Daniel LeMier, PE 3,539 _ Digitally signe i•T Daniel LeMier DN: OU=Own Engineering, -Daniel LeMier, LeMiem E=dlemier@dlengineer.co Reason: I am approving this document Location: Date: 2019-03-20 11:38:19 Foxit PhantomPDF Version: 9.1.0 2 ommma sK)lo No o it Lna m o� $01 Cbm C c m m 0 m CML D m v n o CA a m� Z J ® � m i m o' m v ® � 0 1 Avow (D t m m CD a � 0 y , o 3 � -n 0 m m r - m o$ C � m m to a 0 (A o` o 0 CD CD n3, N � a v � 3CD arc n CL m q 3 CD 3 m T � CJ iA m' n v 0 °CD o v m r�F '0 CL Cry �3o o30 m � m' m 3 m r- °� 3 CD v v m z M.j► ((A ® ca CD O 7 ,w C C v+ O ® w � v 1 O { O 0 P�► A 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: ` 6 Job Address: 3 3 W3 S I MMT ST Permit Number: ;� 11 (,)o Ll J 4 PPRoy F, -o FAJ -T-)AiPTS` , Arc ❑ No one available for inspection: Time p . 3SS A �/P Re -Inspection required: Yes No "When corrections have been made, call for r ' specti� n at 30 -234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE 3/20/2019 Complete Basement Systems 11795 East 4511 Ave. Denver, CO 80239 RE: Job Number 2019-5944 Site Observation Visit (Fraser) 3383 Simms Street Wheatridge CO, 80033 DL Engineering Inc. reviewed the progress of construction for the subject project on March 19, 2019. The following is a summary of the observations made: New Observations: Reviewed the helical piers. There were 2 piers installed under the north chimney next to the existing push pier spaced at approximately 3' o.c., and 1 installed on the west wall spaced approximately V-6" north of the southernmost existing push pier. o The pier spacing was observed and appears to be in conformance with the construction documents. o The piers were installed to refusal or to a depth no less than that specified in the construction documents. o The helical piers appear to be installed in conformance with the structural mitigation plan. The new concrete pads for the existing mono posts were observed. There were (3) 3'-0" x 3'-0" x 8" pads installed at existing post locations in the crawl space. o The observation occurred before concrete was poured. o The placement & reinforcement appear to be installed per the structural plans. • Site grading around the perimeter of the house did not appear to be modified. • Vegetation around the perimeter of the house did not appear to be modified. Volatile Soils: The moisture around the foundation elements must be controlled for the useful life of the building. Time has shown that Colorado soils can be unstable and structures can experience damaging movements due to expanding and shrinking soils, primarily when moisture changes occur. Maintaining consistent soil moisture contents around all foundation elements is crucial to minimizing foundation movements. Even with properly engineered/constructed foundation systems these volatile soils can still exert excessive pressures causing damage in the residence. If the Owner would like further insight about the on-site soil conditions and preventative measures, a Geotechnical Engineer should be consulted. Geotechnical Consideration: It is possible that the piers may consolidate the soil under the piers. Because of this, periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. It is recommended that a baseline survey be conducted immediately. The Owner should report all findings and reports to the Structural Engineer. If vertical movement of the foundation walls is discovered, the piers should be re -pressurized. A Geotechnical Engineer should be present for the re -pressurizing of the piers. GL ENGINEERING. INC. 2750&WAO9WDRIHWHOM 0203 AVER. CO $0227 720-410-9450 3/20/2019 Complete Basement Systems 11795 East 4511 Ave. Denver, CO 80239 RE: Job Number 2019-5944 Site Observation Visit (Fraser) 3383 Simms Street Wheatridge CO, 80033 DL Engineering Inc. reviewed the progress of construction for the subject project on March 19, 2019. The following is a summary of the observations made: New Observations: Reviewed the helical piers. There were 2 piers installed under the north chimney next to the existing push pier spaced at approximately 3' o.c., and 1 installed on the west wall spaced approximately V-6" north of the southernmost existing push pier. o The pier spacing was observed and appears to be in conformance with the construction documents. o The piers were installed to refusal or to a depth no less than that specified in the construction documents. o The helical piers appear to be installed in conformance with the structural mitigation plan. The new concrete pads for the existing mono posts were observed. There were (3) 3'-0" x 3'-0" x 8" pads installed at existing post locations in the crawl space. o The observation occurred before concrete was poured. o The placement & reinforcement appear to be installed per the structural plans. • Site grading around the perimeter of the house did not appear to be modified. • Vegetation around the perimeter of the house did not appear to be modified. Volatile Soils: The moisture around the foundation elements must be controlled for the useful life of the building. Time has shown that Colorado soils can be unstable and structures can experience damaging movements due to expanding and shrinking soils, primarily when moisture changes occur. Maintaining consistent soil moisture contents around all foundation elements is crucial to minimizing foundation movements. Even with properly engineered/constructed foundation systems these volatile soils can still exert excessive pressures causing damage in the residence. If the Owner would like further insight about the on-site soil conditions and preventative measures, a Geotechnical Engineer should be consulted. Geotechnical Consideration: It is possible that the piers may consolidate the soil under the piers. Because of this, periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. It is recommended that a baseline survey be conducted immediately. The Owner should report all findings and reports to the Structural Engineer. If vertical movement of the foundation walls is discovered, the piers should be re -pressurized. A Geotechnical Engineer should be present for the re -pressurizing of the piers. Disclaimer: !L=-. OL ENGINEERING. INC. - 21505 WAOSWORiNOlYO.SOIif A 2&3 OfRYER. CO 20221 720-440 3450 In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, PE Under the direct supervision of, Daniel LeMier, PE Digit LeMi Daniel�gi LeMier, LeMie m E=dlemier@dlengineer.co Reason: I am approving this document Location: Date: 2019-03-20 11:38:19 Foxit PhantomPDF Version: 9.1.0 2 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 2,35-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _� f Job Address: Permit Number: ❑ No one available for inspection:: TimeE) qzGM/pm Re -Inspection required: Yes S) When corrections have been made, call for re -inspection at 303-234-5933 Date:_4' fes- z� Inspector: --- DO NOT REMOVE THIS NOTICE A 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1614-1 Job Address: fp-11 Permit Number: 27Z�%IP4-2J � 1 ❑ No one available for inspections Tien -e A M Re -Inspection required: Ye When corrections have been made, call for re -inspection at 303-234-5933 Date: f- Iq Inspector:- _- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Foundation Repair PERMIT - 201900431 PERMIT NO: 201900431 ISSUED: 03/18/2019 JOB ADDRESS: 3383 Simms St EXPIRES: 03/17/2020 JOB DESCRIPTION: Installation of 3 Helical Piers. *** CONTACTS *** OWNER (303)974-8619 THOMPSON CHRISTINE SUB (303)805-8751 Rodney Martin 060125 Complete Basement Systems *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,394.00 FEES Total Valuation 0.00 Plan Review Fee 91.59 Use Tax 113.27 Permit Fee 140.90 ** TOTAL ** 345.76 *** COMMENTS *** *** CONDITIONS *** All foundation systems must be inspected and verified to the building division by wet stamp letter of approval from the Engineer of Record prior to first rough framing inspection. 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. l; by my signatwe, dohereby 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 ]e"ally authorized to include all entities named within this document as parties to the work to be performed and thaKall work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. SignatBre oft1OWNER or CONTRACTOR (Circe one) Dat6 f 1. Th is permit Was- iAued based on the -informati-6n'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 originalpermit fee. 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 Official Chief Building Ocial and is not guaranteed. 4• No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of q1jermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable or any ord ce 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 n ut. City cif heatidg� COMMUUMTY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm itsQci.wheatridge.co.us FOR OFFICE USE ONLY Date: ✓< l Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3383 Simms St Property Owner (please print): Todd and Christine Fraser Phone: 303-974-8619 Property Owner Email: christine(Wsellwheatridge.com Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: DL ENGINEERING Architect/Engineer E-mail: DLEMIERCa_DLENGINEER. Phone: 720-440-9450 COM Contractor: Rod Martin's Complete Basement Systems Contractors City License #: 60125 Phone: 303-805-8751 Contractor E-mail Address: kayla.montez(aD_completebasementsystems.net For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Kayla Montez Phone: 303-805-8751 CONTACT EMAIL(p/ease print): kayla.montez(o),completebasementsystems.net Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL J? RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL 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 SYSTEM/APPLIANCE REPAIR or REPLACEMENT $OTHER (Describe) Foundation Stabilization (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) 3 HELICAL PIERS Sq. Ft./LF Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 5,394 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Sienature (first and last name): k1AIQA/.Mik k DATE: 03/18/2019 DEPARTMENT USE ONLY ZONING COMMMENTS OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT C MENTS: Reviewer: 311�)l� Building Division Valuation: $ �� �'GIg00`iVii! 3/12/2019 RE: Job# 2019-5944 3383 Simms St Wheat Ridge, CO 80033 As requested, a site visit and observation was performed at the property located at the address above on 2/14/2019 at approximately 11:00 a.m. by Daniel Lemier, PE. The purpose for the site visit and observation was to review the structure for movement of the foundation. The subject property is a single-family home with a crawlspace located in an established neighborhood. The buildings are assumed to be built in between 1963 (based on an online search of the Denver County Assessors records). The foundation is constructed of concrete and is assumed to be on spread footings. In 2007, there were 5 push piers installed at the north west corner of the house. In 2015, there were 4 additional piers added in the northwest corner of the house. These were to supplement the push piers in this area. The house appears to be constructed of wood with lap siding and brick veneer. The observation was visual and limited to the exterior and the interior house. No observation was performed on the roof structure. For purposes of this report we assume that the house faces east. Observations • In the master bedroom at the south west corner there was a vertical crack in the corner and cracking of the sheet rock below the window on the west wall • In the upper floor bedroom on the northwest corner, there was a vertical crack at the front of the closet and inside the closet • On the exterior of the house there was cracking in the brick. Some of these cracks appeared to be new, many of them may have been previously patched • There was a cracks on the front wall of the foundation and the crawl space • Many of the foundation walls in the crawl space had white power or effervesce on them. This indicated that there has been water migrating through the foundation. • At the time of the site visit the sump pits were dry • In places the soil was moist under the vapor barrier • The concrete pads supporting the monoposts in the crawlspace, were deteriorating and had excessive amounts of effervesce on them. • In 2007, there were five push piers installed in the north west corner of the house. At the time these were installed, there was a large cracks in the west wall sheet rock at the north end. In 2015, four helical piers were installed in the northwest corner of the house to supplement the push piers. There was no sign of the cracks reopening in the north west wall. • On February 20, 2019 it was observed at the southern most push pier on the west wall the push pier under the chimney was excavated and repressurized. The equipment was taken to the maximum capacity and no additional movement was created in the structure. /1010 Zor WhePt Ridge 9100 W Jewell Ave Lakewood, CO 80232 CIL ENGINEERING, INC. 720-440-9450 www.dlengineer.com 3/12/2019 RE: Job# 2019-5944 3383 Simms St Wheat Ridge, CO 80033 As requested, a site visit and observation was performed at the property located at the address above on 2/14/2019 at approximately 11:00 a.m. by Daniel Lemier, PE. The purpose for the site visit and observation was to review the structure for movement of the foundation. The subject property is a single-family home with a crawlspace located in an established neighborhood. The buildings are assumed to be built in between 1963 (based on an online search of the Denver County Assessors records). The foundation is constructed of concrete and is assumed to be on spread footings. In 2007, there were 5 push piers installed at the north west corner of the house. In 2015, there were 4 additional piers added in the northwest corner of the house. These were to supplement the push piers in this area. The house appears to be constructed of wood with lap siding and brick veneer. The observation was visual and limited to the exterior and the interior house. No observation was performed on the roof structure. For purposes of this report we assume that the house faces east. Observations • In the master bedroom at the south west corner there was a vertical crack in the corner and cracking of the sheet rock below the window on the west wall • In the upper floor bedroom on the northwest corner, there was a vertical crack at the front of the closet and inside the closet • On the exterior of the house there was cracking in the brick. Some of these cracks appeared to be new, many of them may have been previously patched • There was a cracks on the front wall of the foundation and the crawl space • Many of the foundation walls in the crawl space had white power or effervesce on them. This indicated that there has been water migrating through the foundation. • At the time of the site visit the sump pits were dry • In places the soil was moist under the vapor barrier • The concrete pads supporting the monoposts in the crawlspace, were deteriorating and had excessive amounts of effervesce on them. • In 2007, there were five push piers installed in the north west corner of the house. At the time these were installed, there was a large cracks in the west wall sheet rock at the north end. In 2015, four helical piers were installed in the northwest corner of the house to supplement the push piers. There was no sign of the cracks reopening in the north west wall. • On February 20, 2019 it was observed at the southern most push pier on the west wall the push pier under the chimney was excavated and repressurized. The equipment was taken to the maximum capacity and no additional movement was created in the structure. /1010 Zor WhePt Ridge Commentary At the time of the observation, there were multiple areas of concern. The below recommendations will help prioritize items by severity. The evidence of additional cracking in places away from the existing piers indicates there may be additional settlement of the interior and exterior of the structure. I believe that the cracks in the master bedroom or related to the south side of the structure settling. The cracks in the northwest corner bedroom at the closet are most likely caused by settlement of the of the house or the interior supports. There is evidence that the subsoil conditions in this location may not be capable of supporting the push piers. Recommendations The cracks observed in the walls were likely caused by vertical movement of the foundation. These movements are most likely caused by contraction and expansion of the soil due to changing moisture content. The solution is to drain water away from the house and prevent it from infiltrating the soil next to the foundation. The following is a prioritized list of recommended repairs that should be made to stabilize the foundation: • Step one excavate two remaining push piers and repressurize. This was completed on February 20 and no additional lift was achieved. • Three new helical piers should be installed at the northwest corner of the house. One of these will be placed just north of the southernmost west pier. The other two will be under the corners of the chimney. • Remove and replace the concrete pads under the monoposts in the crawlspace. • Monitor the rest of the house for further signs of vertical movement. Additionally, more helical piers may be required if continue differential settlement occurs. • Patch and monitor cracks in concrete, brick veneer and drywall. This will give a baseline for any new movement. If new movement is observed, contact DL Engineering Inc. for further assessment. General Information: Site Drainage • The moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. The site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales, and surface/subsurface drainage systems are strongly recommended. Extensions should be attached to properly functioning downspouts and roof drains such that they discharge a minimum of 10 feet away from the structure. General Information: Site Vegetation • The vegetation around the perimeter of the structure can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs, and treessho e carefully removed by an experienced professional. Care should be taken to no urthliw of disturb or damage the existing foundation system. Whew Ridge 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Commentary At the time of the observation, there were multiple areas of concern. The below recommendations will help prioritize items by severity. The evidence of additional cracking in places away from the existing piers indicates there may be additional settlement of the interior and exterior of the structure. I believe that the cracks in the master bedroom or related to the south side of the structure settling. The cracks in the northwest corner bedroom at the closet are most likely caused by settlement of the of the house or the interior supports. There is evidence that the subsoil conditions in this location may not be capable of supporting the push piers. Recommendations The cracks observed in the walls were likely caused by vertical movement of the foundation. These movements are most likely caused by contraction and expansion of the soil due to changing moisture content. The solution is to drain water away from the house and prevent it from infiltrating the soil next to the foundation. The following is a prioritized list of recommended repairs that should be made to stabilize the foundation: • Step one excavate two remaining push piers and repressurize. This was completed on February 20 and no additional lift was achieved. • Three new helical piers should be installed at the northwest corner of the house. One of these will be placed just north of the southernmost west pier. The other two will be under the corners of the chimney. • Remove and replace the concrete pads under the monoposts in the crawlspace. • Monitor the rest of the house for further signs of vertical movement. Additionally, more helical piers may be required if continue differential settlement occurs. • Patch and monitor cracks in concrete, brick veneer and drywall. This will give a baseline for any new movement. If new movement is observed, contact DL Engineering Inc. for further assessment. General Information: Site Drainage • The moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. The site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales, and surface/subsurface drainage systems are strongly recommended. Extensions should be attached to properly functioning downspouts and roof drains such that they discharge a minimum of 10 feet away from the structure. General Information: Site Vegetation • The vegetation around the perimeter of the structure can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs, and treessho e carefully removed by an experienced professional. Care should be taken to no urthliw of disturb or damage the existing foundation system. Whew Ridge i® 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Site Visit 2-14-19 9U:961 Figure 1: Cracks in sheetrock, separation of bullnose from baseboard trim Figure 2: Cracking in sheetrock City of , Wh4at Rtage OL ENGINEERING, INC. Figure 51: Push pier under chimney 9100 W Jewell Ave Lakewood, CO 80232 720-440-9450 www.dlengineer.com In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or dlemier@dlengineer.com Sincerely, Daniel LeMier, PE Daniel LeM i 35393 As o `CA %, of � FOUNDATION PLAN 1/8" = 1'-0" NOTES: 1. SEE SHEETS S1-1 THROUGH S1-2 FOR GENERAL NOTES. City of W %UNI Pf L' 11 � &W-4 1 APPROVED 11 r rar w/cc nar r m �cr •+4 •� VWdit of Ceonk: The issuance of o permit or approwt of pions specipconOns ono wmputadons shall not be o permit Jbr, or on opprovd of, ony valobon to ony of the provislom of the building code or of anp dry wdmanws. AermAte pmim" 10 gMe mdhor" to vkga& or conal the proweloat aJ the &dAft Coders or other orditar M of the M Nall not ee "" Observation letter from Engineer required to be provided to Wheat Ridge Building Inspector at Final Inspection. Inspection by Wheat Ridge Building Inspector required prior to backfill. CON(P-M � - ID REG, . s 35393 s o14 J�-1 I— a Z O epi H O NO Z � O W J H 0 M 5 1z W LL W CA O 0C �MOCZ M W O i ; b Jo �-ES 133HS N 14 C) v v �r m ym m mza- zm�vz vonv�m z 0 0 L0M— m M N O V r 0 3 <' v O C g z 0aw� z—wmz �Oy� �m3a n y - yPyr m���v w O w z n BY v r CHECK BY v r 1 DATE I w tL m Z. o 4 E6M ►�•'' Ir s,�3a •oo,�-a AVM HOd3 2JV8323 ti# (£) A ONIl00J 3132iONOO ..8X.£X£ (I BVISnIOS (3)'0'1 1SOd ONI wl Wtf38 (3) 'O m m AJ183A a13 D in 31VO SNOISVA38 1SIOr (3) „o 110-1 l =.3 L 1 (313210NOO) IlVi3a 3SVE] 1SOd 'dAi I I -I w II IIIII II II ..O-.6 =.J ll`d130 b13d-IVO1-13H 'd ki SNOUVOIJ1O3dS S,2OuniovjnNVIN 213d S13S JO 2138mN S34V18 O..06 H11M d33a .5Z NIW SNWM iWddnS NOliVONno:j Ag d`dO ONPJV38 (INV 3A331S 2i31d Ivil I-irl 11- Eli I� ,_ ONUOO-� (3) JNIlOOJ (3) '0'1 AJ1213A (11314 llVM NOliVGNnoj (3) N Ul )V218 dH Design Criteria: 1. Building code: 2012 IBC, 2012 IRC with Wheat Ridge Amendments 2. Dead loads 2.1. Roof 12psf 2.2. Floor 10psf 2.3. Walls 10psf 2.4. Brick 40psf 3. Live loads 3.1. Residential40psf 3.2. Roof 20psf 4. Snow loads 4.1. Roof snow load 30 psf 4.2. Ground snow load: 30psf 4.3. drift snow load: 30psf 5. Wind loads 5.1 Exposure Category C 5.2 105 mph 3 -second gust 6. Soils 6.1 Frost depth: 36" below grade 6.2 Assumed bearing capacity 1500psf 7. Seismic 7.1 Seismic Zone: B INDEX: S1-1 GENERAL NOTES S1-2 GENERAL NOTES S1-3 GENERAL NOTES / LEGEND S2-1 FOUNDATION PLAN S2-2 BASEMENT FOUNDATION PLAN S3-1 TYP. WALL ANCHOR DETAIL S4-1 SITE PLAN BUILDER INFORMATION: Complete Basement Systems of CO 11795 East 45th Ave Denver, CO 80239 1-303-219-7646 General Notes: 1. Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without written approval of the registered design professional in reasonable charge. 2. The contractor is responsible for the methods, means and sequence of all structural erection except when specifically noted otherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members are placed and all final connections are completed. 3. The contractor agrees that, in accordance with generally accepted construction practices, the contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property. This requirement shall be made to apply continuously and not be limited to normal working hours. The contractor further agrees to defend, indemnify and hold owner and engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, exempting liability arising from the sole negligence of engineer. 4. All existing sizes, dimensions and foundation damage shall be field verified by the contractor and owner prior to construction. Discrepancies with the construction documents shall be reported to the structural engineer for additional recommendations (if any). 5. Per the owner's request, the contractor shall stabilize the structure only. No attempt shall be made to lift or plumb the foundation wall without approval for the owner and structural engineer. Field Verification: 1. Contractor and Owner shall thoroughly inspect and survey existing structure to verify dimensions, elevations, framing, etc. which affect the work shown on the drawings. 2. Report any variation or discrepancies to the structural engineer before work proceeding. Foundation Design: 1. Soil conditions and types shall be verified by a Geotechnical Engineer during excavation. 2. Follow all recommendations of the Geotechnical Engineer for foundation elements. 3. All helical piles, push piers, helical anchor tiebacks, wall anchor tiebacks and connection hardware shall be designed and installed by supplier, such that they provide the minimum allowable capacities as indicated on the drawings. All capacities shown on the drawings are unfactored service loads and have not been reduced for live load reductions. 4. All steel for helical piles, push piers, helical anchors tiebacks, wall anchor tiebacks and connection hardware shall be hot dip galvanized. 5. Design of individual and continuous footings is based on a maximum allowable bearing pressure of 2000 lbs. per square foot (dead load plus full live load), placed on the natural undisturbed soil, or compacted structural fill below frost depth. Cast -in -Place Concrete 1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" (ACI 318-05/318R-05) All structural concrete shall have a minimum 28 -day compressive strength as follows: 1.1 Footings:3,000psi 1.2 Slab on Grade: 3,500psi 1.3 Foundation walls: 3,000psi 2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall use Type 2 cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with the ACI manual of Concrete Practice. 3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in the ACI manual of Concrete practice. Reinforcing Steel: 1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. 2. Reinforcing bars shall conform to ASTM A615-79 and shall be grade 60. 3. Except as noted on the drawings, minimum concrete protection for reinforcing shall be in accordance with ACI 318-05/318R-05. 4. No. 5 or larger reinforcing bars shall not be re-bent. 5. Welding of rebar is not permitted unless procedure is approved by the Structural Engineer. Structural Steel: 1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel Buildings, and "Code of Standard Practices" 2005. 2. Structural Steel shall be confirmed to the following grades: 2.1 W- & WT- Shapes: ASTM A36, A992 2.2 Plates & Angles: A36 2.3 HSS: ASTM A500 gr B 2.4 Steel Pipe: ASTM A53 gr B 3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be %", unless noted otherwise on the drawings. 4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation. Structural Wood framing: 1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better. 2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of the IBC. All nails shall be common type, unless noted otherwise. 3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters, trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in manufactures tables U.N.O. all nails holes shall be filled. 4. All multiple members shall be glued & nailed together. 5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal. 6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed. 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'ajowjayljn3 -Allsoo pue llno!:4!p ajow medal ajnlnl aNew Alai q ll!m uo!le6g!w 2IOHOMd TIVM �� buiAelap ,� su piezey pue ylleay ale!pawwi ue asod lou scop Alleo!dAl abewep uo!lepunol paAJasgo gbnoyllV 6 2:131d NO GVO-1 _ # 213ld X# 'd'd H31d HSfld M3N (N) ONUSIX3 (3) aN3031 uo!lez!I!gelS uo!lepuno3 '6uunssaid-ai ayl buimasgo Salle a98u!6u3 Ie01uy091090 ayl Aq pap!Aojd aq pinoys liodaj Ing y '6uiinssaid-ai ayl aAjasgo of luesaid eq pinoys aaau!6u3 leo!uyoaloaO ayl to aA!leluasaidaj y -painssaid-ai aq pinoys sja!d ayl 'paJano0s!p si sia!d ayl 10 luawanow !e017p9A 11 Z 'Mu!6u3 leinlonulS ayl of spodai pue s6u!pug lie l!wgns lleys jaumo ayl -Alele!pewwi palonpuoo aq Aa/ms auilaseg e leyl 1s966ns pinom aM -ssaoons loefoid 6uiA4!pao sAaAuns !enuue jol a!q!suodsai aq pinoys jaumo ayl -ss000ns loefoid ainsse of palonpuoo aq pinoys samlowls palioddns ayl to sAa/uns O!pouad ' 6 :sAeAjns 0!p0uad saloN IWau90 PERMIT NO: JOB ADDRESS-, JOB DESCRIPTION City of Whey Residential F 10` 2017067' 201706776 ISSUEL: Oo/3li_ 3383 Simms ST EXPIRES: 08/31/2018 Permit for a service upgrade: 150 to 200 amp. Adding 4 exterior lights. *** CONTACTS *** OWNER (303)974-8619 FRASER CHRISTINE SUB (720)272-2195 Zachariah J.Rivera 130064 ZAE Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,500.00 FEES Total Valuation 0.00 Use Tax 73.50 Permit Fee 109.20 ** TOTAL ** 182.70 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the workCo be performed and that all work to be performed �s disclosed in this docwnent and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. INSPECTIOM V, D INSPEC-7 ? 9`1'1 JE FORM: http://w '.c".4" ,( 'inspection INSPECTION REQ, IE 31' !- r It !31)31 T '933 dations must be submitted via the online form before €s a.m. the day of the inspection Occupancy/Type 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 pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage ROW & Drainage / Public Works Dept. Mid -Roof Floodplain Inspection (if applicable) Lath / Wall Tie Fire Inspection / Fire Protection Dist. Rough Electric " contact the Fire Protection District for your project. Final Electrical 17151V 477* Rough Plumbing/Gas Line Final Plumbing Rough Mechanical Roof Rough Framing Final Window/Doors Rough Grading Final Building Insulation of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. 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 ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) inspections call 303-235-2861. For fire inspections Fire Inspection / Fire Protection Dist. contact the Fire Protection District for your project. Final Electrical 17151V 477* Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather ' r Vr ','rty of Wheat Ridge ® � Residential Roofing PERMIT - 201706294 PERMIT NO: 201706294 ISSUED: 08/18/2017 JOB ADDRESS: 3383 Simms ST EXPIRES: 08/18/2018 JOB DESCRIPTION: Residential Re-roof to install dimensional asphalt shingles - 22.33 sq *** CONTACTS *** OWNER (303)974-8619 FRASER CHRISTINE SUB (303)660-9394 Guy Smith 090201 GBS Enterprises Inc *** PARCEL INFO *** ZONE CODE: UA-/ Unassigned - USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,174.94 FEES Total Valuation 0.00 Use Tax 339.67 Permit Fee 315.25 ** TOTAL ** 654.92 *** 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. 20 (766 Za 1 -33 3 �rW vt$ Sf INSPECTION RECORD N ONLINE FORM: http://mvw.ci.wheatridge.co.us/inspection. INSPECTION REQUEST LINE: (303) 234-5933 .,, �ct he c, ihmittati via the online form before 8 a.m. the day of the inspection . t.,,pections 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 pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Inspector Comments Initials Concrete Encased Ground (CEG) Foundation / P.E. Letter 2 m_:w.. Tw Aof Tho AknvG IncnPr__+InnC n AInF rrwar 1 Indorrfrnuna or t slow/In-JIab vvVix rIIVI IV MIJI.n VVca■ ...■ . ■.�.......... •••--r.--_._.._ Rough Inspections Date Inspector Underground/Slab Inspections Date Inspector Comments Initials Electrical Mid -Roof 2 Sewer Service Rough Electric Plumbing TL.w AL...••.. Ir■e r�Anf■AHC n AInF rrwar 1 Indorrfrnuna or t slow/In-JIab vvVix rIIVI IV MIJI.n VVca■ ...■ . ■.�.......... •••--r.--_._.._ Rough Inspections Date Inspector CommentsInitials Wall Sheathing Mid -Roof 2 Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector CommentsInitials 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 Final Window/Doors Final Building ��(�.,:�11'items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate ry is Annrnval of the Final Buildinq inspection does not constitute authorization of occupancy. 'For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather A 4( City of Wheat Ridge Residential Roofing PERMIT - 201706294 PERMIT NO: 201706294 ISSUED: 08/18/2017 JOB ADDRESS: 3383 Simms ST EXPIRES: 08/18/2018 JOB DESCRIPTION: Residential Re -roof to install dimensional asphalt shingles - 22.33 sq *** CONTACTS *** OWNER (303)974-8619 FRASER CHRISTINE SUB (303)660-9394 Guy Smith 090201 GBS Enterprises Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,174.94 FEES Total Valuation 0.00 Use Tax 339.67 Permit Fee 315.25 ** TOTAL ** 654.92 *** 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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201706294 201706294 3383 Simms ST ISSUED: 08/18/2017 EXPIRES: 08/18/2018 Residential Re -roof to install dimensional asphalt shingles - 22.33 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertortped and that work to be performed 's disclosed in this document and/or its' accompanying approved plans and specifications. 17 Signature of OWNER or CON OR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 applicabl rpa�nyy■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. Dane Lovett 2 o j%06 2 l From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 15, 2017 11:33 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed 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 3383 mms st Property Owner Name christine fraser Property Owner Phone 3039748619 Number (enter WITH dashes, eg 303-123-4567) I 65`x, a 2 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract christine@christinefraser.com Yes 3383 Simms St Contract.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) gbs enterprises inc ogoZo) 303-660-9394 6801 S emporia St #103 Greenwood Village co 80112 Contractor Email Address info@gbsroofing.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? info@gbsroofing.com 22.33 / 16174.94 No / 01 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No 4/12 house, shed and gazebo 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. I attest that everything Yes stated in this application is true and correct and 3 that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Guy Smith Email not displaying correctly? View it in your browser. 6801 S. Emporia St. #103 Greenwood Village, CO 80112 .vcXvcv- cnc, rn n fi nfr. c nm ��S__1111\ .. /* ENTERPRISES Email: info@gbsroofing.com �Thone: 303-660-9394 Fax: 303-660-1405 NAME CHRISTINE FRASER -,, PHONE/EMAIL 303-974-8619, Christine@christinefraser.com ADDRESS 3383 SIMMS ST. INSURANCE Co/CLAIM # SAFEC0 422979656002 Lisa.blocker@safeco.com CITY/STATE/ZIP WHEAT RIDGE, CO 80033 EXISTING ROOF TYPE: 30 YEAR, METAL ON GAZEBO LIEN HOLDER/ACCT# Ilt? EXISTING LAYERS 1 TEAR OFF YES VENTILATIOWRIDGE VENT; S Vl"t 45 UNDERLAYMENT: NEW 30#1 ICE AND WATER SHIELD GALVANIZED NAILS, 6 PER SHINGLE:YES REPLACE WITH: CERTAINTEED NORTHGATE PATIO OR FLAT ROOF:N/A COLOR OF PRODUCT: fffA*#E� y/ PROTECT LANDSCAPE WHERE NEEDED:YES MANUFACTURER'S LIMITED WARRANTY: LIFETIME GUTTERS CLEANED OF ROOFING DEBRIS: REMOVE IMPACT RESISTANT: YES, CLASS 4 CLEAN UP AND HAUL OFF ALL TRASH FROM ROOF:YES VALLEY TYPE:N/A ROLL YARD WITH MAGNETIC ROLLER:YES REPLACE PLUMBING JACKS / PAINT: 5 5 YEAR WORKMANSHIP WARRANTY METAL EDGE SIZE EAVES: 2X4 COLOR: PERMIT FURNISHED BY GBS ROOFING: PAID AFTER BY SAFECO METAL EDGE SIZE RAKES: 2X2 PROOF OF GENERAL LIABILITY INSURANCE AVAILABLE UPON REQUEST REPLACE ROOF ON HOUSE W/ 2 SKYLIGHTS TO BE REPLACED $10,744.09 - Z VC -1-A- 2-2-1i INSTALL NEW 5" SEAMLESS GUTTERS WITH BAKED ON ENAMEL AND (5) 3"X4" DOWNSPOUTS. COLOR = CAMEO INSTALL ECO GUARD BLACK GUTTER GUARDSTHROUGH0UT $2046.41 f7) y REPLACE SHED ROOF $657.58 ' toA REPLACE GAZEBO ROOF WITH DECKING CTQ BE PAINTED BY HOME OWNER BEFORE ISNTALLATION AND SHINGLES TO MATCH THE HOUSE $1538.99 TAX $437.87 1 (we) hereby authorize and/or instruct the insurance co nd all lien holdersio communicate with and include the name GBS Enterprises, Inc. as Co -Payee on any subsequent loss draft checks after today's date as indicated below (we) hereby authorize and/or instruct any legal representative and/or agent of GBS Enterprises, Inc. to obtain any and all in-fM ecessary to negotiate the settlement of Iny (our) claim as well as any information necessary to complete the funding process relative to the claim number listed above ✓ If the property owner plans to use the proceeds of a property and casualty insurance policy issued pursuant to part 1 of article 4 of title 10, C.R.S., to pay for the roofing work, pursuant to section 6-22-10S, it is unlawful for the contractor to pay, waive, rebate all or part of any insurance deductible applicable to the insurance claim for payment for work on the covered residential property. RI . GBS proposes to furnish all materials and labor required to complete in accordance with the above stated specification, for the sum of: DEPOSIT$ NONE DUE UPON COMPLETION$ IN FULL TOTAL$ $15,424.94 1toi'11-.11� UPON COMPLETEION OF THE WORK, THE UNDERSIGNED PURCHASER AGREES TO MAKE PAYMENT IN FULL THE AMOUNT SHOWN OVE GBS shall hold in trust, any deposit from the property owner until material delivery to the jobsite or a majority of the roofing work has been completed on the above property All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to stand- ard practices. All interior damage to buildings is excluded 90 days after completion date and the owner is notified -IMATE TART/ FINISH DATES 5/20/17-6/20/17 that any damage to contents will be the responsibility of the owner and his insurance company. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry file, tornado and other necessary ✓J insurance. Scheduling will be done based upon date signed but limited to availability of materials, crews and weather 1-7rand itions. l.3 a ro Date ACCEPTANCE OF PROPOSAL: THIS PROPOSAL BECOMES A LEGAL BINDING CONTRACT 72 HOURS FROM DATE OF ACCEPTANCE. Cancellation of this contract can be made with written notice within 72 hours of date of acceptance! and will allow the property owner to rescind the contract for roofing services and obtain a full refund of any deposit. The property owner may also rescind this contract within 72 hours of notice from the insurance company for a claim GBS approval Date that is denied in whole or part if the work being contracted for is to be funded from the proceeds of a property and ALL PROPOSALS ARE SUBJECT TO MANAGEMENT APPROVAL casualty insurance claim. Interest at a rate of 1-1/2% per month (18% per annum) will be added on to all accounts 30 days past due. In addition, costs and reasonable attorney's fees for collections may be charged on any account past This proposal is valid for _30_days due over 30 days. Payment will be made as outlined above. Failure to pay can constitute a mechanics lien filed against property. Cancellation of the contract outside of the 72 hour right of rescission period may be achieved by GBS Enterprises is a registered corporation in Colorado and is insured by: paying a cancellation fee in the amount of 5% of the contract price. All returned checks are subject to a returned Colony Ins Co & Pinnacol Assurance # 41190, Denver Agency check charge fee. 210 University Blvd, ste 600 Denver, CO 80206-4661 303-892-6900 N's r i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: { Job Address: Permit Number: �2 ❑ No one available for inspection: Time /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- ' '. Inspector: <_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: e PX Job Address: 33 Permit Number: JkO1706 ❑ No one available for inspection: Time OV0 AM/PM Re -Inspection required: Yes . No When corrections have been made, cal for re-inspection at 303-234-5933 Date: °� 1 7 Inspector: DO NOT REMOVE THIS NOTICE rN i CITY OF WHEAT RIDGE �� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:C7f�©G� ❑ No one available for inspection: Time / `'/ � ( AM/� Re -Inspection required: Yes I�o0 When corrections have been made, call for re -inspection at 303 -234 - Date: �/ 1 �7 f inspector-'< DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division r4000or (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE . Inspection .Type:e'- 0. ,V Lt Job Address: Permit Number: l 0103 (cj e lk f,, w, xn; /9 �7 I, v '1 01 _Y ❑ No one available for inspection: Time . e ' Arom Re -Inspection required: Yes ,fN0 When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: r DO NOT REMOVE THIS NOTICE L A �e City of Wheat Ridge Residential Plumbing PERMIT - 201700183 _:�� PERMIT NO: 201700183 ISSUED: 02/08/2017 JOB ADDRESS: 3383 Simms ST EXPIRES: 02/08/2018 JOB DESCRIPTION: Sewer line spot repair in yard, up to 8 ft long *** CONTACTS *** OWNER (303)974-8619 FRAZER CHRISTINE SUB (303)215-1348 Brian Wilkie 060162 Apex Plumbing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,800.00 FEES am, " Total Valuation 0.00 Use Tax 50.40 , Permit Fee 93.35. ** TOTAL ** 143.75 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge Residential Plumbing PERMIT - 201700183 PERMIT NO: 201700183 ISSUED: JOB ADDRESS: 3383 Simms ST EXPIRES: JOB DESCRIPTION: Sewer line spot repair in yard, up to 8 ft long 02/08/2017 02/08/2018 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this per ' t. I further attest that I am le ally 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 docwnent and/or its' accompanying approved plans and specifications. _ Signature of OWNE or CONTRACTOR (Circle one) Date I , This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2• This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3• If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code o, any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date I REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of on 9rWh6atj�i COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridpe.co.us FOR OFFICE USE ONLY Date: jAdd*Permit # �� 0001 'j� Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** t Property Address: �� �7 l M YDS SA Property Owner (please print): rt >+I Vie- 'ViC'� r Phone6e0g.?4 - $ r y Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Contact Person: Phone: _(5s Contractor: \ k Contractors City License #: Contractor E-mail Address: Phone: �3) a is Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: ��• yC,zC, Sq. Ft./LF Amps Btu's Squares i Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: �+ SIGNATURE: 1'`� 'T- Y")�� DATE: j ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ INSPECTION RECORD OccDDar,cvTvpe ®- INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. ( I l 1s' r ) N INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE - INSPECTOR .INITIALS COMMENTS: !. Footings/Caissons• Stemwall / (CEG)'Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain !. Sewer: Service Lines Water.: Service Lines POUR NO. CONCRETE UNTIL ABOVE HAS BEEN SIGNED' - . CONCRETE SLAB.. FLOOR Electrical (Underground) . ABOVE Plumbing (Underground) Framing: Heating (Underground) Insulation 'Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED'' ROUGHS SheathiN .o Lath / WMid -RooElectricaRough ERough,PGas Pipi Rough' Mechanical . ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING. Framing: Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof 44 L BuildingiFinal Fire Department R O.W &: Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping " * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY: YS ISSUED. 'FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY "4 City of Wheat Ridge PERMIT NO: ` 101199 'ISSUED: 05/12/2010 JOB ADDRESS.: 3383 SIMMS ST EXPIRES: 11/08/2010 DESCRIPTION: Replace 100,000 btu furnace and A/C system * ** CONTACTS * ** owner 303/974-8419 Christine Fraser sub 720/929 -1680 Mike Kappler 02-1202 Kappler Mechanical & Elec Inc. PARCEL INFO ** .ZONE CODE: UA USE: UA SUBDIVISION:! 0659 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 7,000.00 ' FEES Permit Fee 181.10 Total Valuation Use Tax 126. . 00 00 s ., ** TOTAL ** 307.10 .„:,.a;'- "?�"',',-��" y 1.:Conditions: .' p .Subject to field inspections v City of Wheatldge - COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Date: Plan # Permit # Office: 303 - 235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303 -234 -5933 Building Permit Application Property Address:: ._�r3Q � �'��y-i/1s �� Property Owner (please print): �7 IS c� Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Qa Contractor: Ka - 04 UA Me o �y Contractors City License M Phone: 94 Contractors; Electrical: �1(�I�CF�6C Plumbing: Mechanical: City License # City License # City License # bescrtutlon;of — 4 C c Contract Value: $I �fj — / G Review Fee (due at time of submittal):. Squares BTU's ``allons _Amps Sq Ft. J OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE �{A�) ( NTRACTOR) r (A UTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATU /� DATE: U 10 t 10 Nr..v vv bra.. i. ai i. Ll� ✓. M ]a .c✓iv i, . .. I? FIREDEPARTMEN7 - D ` gdlsapproved, [7 ,370reyeWrequed Bldg Valuation: INSPECTION RECORD OccDpanDVlTVpe 'V INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Plumbing (Underground) Stemwall / (CEG) Concrete Encased Ground -. .. Reinforcing or Monolithic r 0'�/^ ROUGHS Weatherproof / French Drain Lath /Wall tie ( Sewer Service Lines Electrical Service - Water Service Lines \ Roug Plumbing t OOR UNTIL T_ ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEE1 FINALS Electrical CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) Roof _ r 0'�/^ ROUGHS Sheathing Lath /Wall tie ( Mid -Roof Electrical Service - Rough Electric \ Roug Plumbing t Gas Piping Rough Mechanical " * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED, FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION Framing Insulation g ; Drywall Screw OOR UNTIL T_ ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEE1 FINALS Electrical Plumbing Mechanical- Roof _ r 0'�/^ Building Final Fire Department - - R.O.W S Drainage INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.' ' Parking &,Landscaping " * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED, FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED THE WEATHER PROTECT THIS CARb' FROM r �►� x CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office '. (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Pm Job Address /Permit Number: S '� rza c if Df1 `f r' ❑ No one available for inspection: Time `f /b AM /9 Re- Inspection required: 'Yes 'o / (No "When . corrections have been made, call or inspection at 303-234-5933 Date: 0, jl-0 Inspector. rs ✓r J Ay DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: ,a! 1 Job Address: $•'rnora !. Permit Number: CJCI <� ❑ No one available for inspection: Time AM/ M Re- Inspection required: Yes When corrections have been made, call to r re- inspection q t 303234 -5933 Date: ( Inspector: n „r / DO NOT REMOVE THIS NOTICE A 4' City of Wheat Ridge e row I r Residential Roofing PERMIT - 091625 PERMIT NO: 091625 ISSUED: 0.8/25/200.9 'JOB ADDRESS: 3383 SIMMS ST EXPIRES: 02/21/2010 DESCRIPTION: Reroof 21.sgs CONTACTS owner 303/974-8619 Christine Fraser sub.. -.303./781-1555 Steve Hilliard ,.09-0191 Demarco.. Exteriors Plus PARCEL INFO ZONE CODE: UA' USE: UA SUBDIVISION:.. ,..0659 BLOCK/LOT#:. 0/ *.FEE :SUMMARY ESTIMATED PROJECT VALUATION: `12,166.08 FEES Permit Fee 290.30 _ Total Valuation .00 d1.„_.~✓~„~ Use Tax 218.99 f * TOTAL 509.29 -.i 2111 .Conditions.: 6.nail installation &.mid-roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from save edge to. 2'.. inside exterior. walls.. Subject to field inspections. 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 0 r ances, for work under this permit. Plaapnns subject to field inspection. Signature of ..contractor/owner 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 180 days from the issue date. Requests for an extension must be received prior to expiration . date. An extension may be granted at the. discretion of the Building Official. 3. If this permit. expires,. a new. permit maybe acquired for a fee of one-half the amount normally required,. provided no < changes have been or will be made in the original plans 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 adrainage 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 rs. sub ject to field inspections. Signature of `Chi ing. Official . .'date INSPECTION EQUEST LINE: (303)234-5933 BUILDING 'OFFICE: (303)235 2855 REQUESTS ST -BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY:: City of eat Ridge Bu lagng Division 7500 W12 'h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 to o . Building Permit Application Properly Address: 33P3 Sdy,m S '~-x Property Owner (please prino: Mailing Address: (if different than property address) Address: City, State, Contractor: Contractor License W. 617 - 919 / Phone: .3O 3- 7fl- Lrr Sub Contractors: Electrical City License Plumbing City License Mechanical City License* Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): 6113- rC- Cotratr fas calculated lated per per value: We aviSrrri~sr Data aoa• S Da Desertption of work: ~ aru gredl p' Plan Review [doe st tfineof submaw): $ Sq. FtJl-Ft added: Squares a2 i BTU's Gallons Amps OWNERFCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are actuate, and do not violate applicable ordinances, rules or regulations of the City of VVheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations, made are am raWe that 1 have read and agree to abide by all conditions printed on gds application and that I assume full Building Code (I.e.C) and all other applicable Wheat Ridge Ordinances, for work under nsthis ibD elmfor rilcPla~ subject to flaw inspection. CfRLCE ONE:: (OWNER) or PERSONAL REPRESENTATIVE off Q- ER) NTRATOR) PRINTNAME rA✓/2 _ SIGNATURE liF^~+✓ Dat ZONINGCOMMENTS: Zoning: Reviewer. PUMIO WORKS COMMEMS: Reviewer. DEPARTMENT USE ONLY Date., Plan C t~ Permit#:~ 9UILOING CEPARTNENT COMMWS: OCCUPANCY: Reviewer. FlREDEPARTMEM:: 0 approved wi commends ❑ disapproved 0 no review required Bldg Valuation: S Page 1 of 1 Christine Ruote From: Christine Ruote Sent: Wednesday, January 09, 2008 2:48 PM To: 'cthompson@uwbank.com' Subject: 20080109154704.pdf- Adobe Reader Attac h m e nts: 20080109154704. pdf Here you go Christine - sorry about the mix up in information. I have also attached an permit inspection record. Thanks! Chris 1/9/2008 01/09/08 19:39:52 City of Whea[ Ridge Page 1 bp901-15 PERMIT INFORMATION - 091153 crmte PERMIT INFORMATION: Pezmicq: 093153 Permit Type: Res. Miscellaneous Permit Dt: 10/24/2009 Expiies: 06/30/2008 Addiess: 3383 SIMMS ST Parcel Cd: 39-291-06-120 OWNER: Adam Hirst Address: Ci[y/St/Zip: LAND PARCEL SNFORMATION: Zone Cd: Unassigned DO: 1 Se[Backs-Front: 0.0 Funct Use: Unassigned Last Zone Dt: LefC: 0.0 Subdivisian: VALLEY BROOK Annex Dt: Right: 0.0 Cont Type: Miscellaneous Lot: 01ock No: 0 Back: 0.0 Legal: S00 OESCRIPTION: inscall s[eel piers on fovndation FEES QTY OUE PAID: Permit Fee 3,600.00 126. 50 126.50 Plan Review Fee .00 82. 23 82.23 Total valuation 3,600.00 . 00 .00 Use Tax 3,600.00 64 .80 64.80 273 .53 273.53 WNTACTS: gc CL3 Complete Basemen[ Syscems Rodney Mar[in 3250 Quin[en Screet Aurora, W 80011 3038058751 owner Adam Hirsc PERMIT NOTES: 01/02/08 permi[ closed - letter received from Coyle Engineering Chae work was completed - letter placed in property file. 01/02/08 Adam Hirac called about a atop work order due co no permiG. when we researched, che wrong address was en[ered. I[ him not to worry about the SWO 30/24/07 CREATED FROM APPL# 07-0360 10/03/00 did not collect review fee wi11 owe entire amount ac pick up. senc co JS for review. INSPECTION INFORMATION: 4 TYPE CONTRM CALLED CNCL WHO REQ DT SNS OT STATOS 1 bfi:BUilding Final Insp 06-0125 01/09/08 no js 01/02/06 01/02/08 16'3> COYLE INSPECTION ENGJNEF,RS, INC. 2170 S. Pnrker Rd., N240, Dertver CD 30231 Plrarie: (303) 745-5209 Fax: (303)745-2,571 pctober 29, 2007 Mr. Adam Hirst Portfolio Lending Corp. 5675 DTC Blvd., #160 Englewood, CO 80111 R,e: 3383 Simms St., Whentridge CO 80033 Dear Mr. Hirst On Oc[ober 4, 2007 T re-in5pected [he above referenced property, The purpose of the inspecCion was to observe the stntctural reptirs in process to determine confonnance with nur repair deRign dated August 24, 2007. i obsecved that the perimeter steel piers (5) h1d been installed in coiaformance with fhe design. I also observed that steel monopvats had been ins1:a11ed under the interior bcams fo tepace the orig- inal concrete piers, and that this work was also in conformance with the repair design. Ofher associated work (dcbris removal, moiscure barriea•, sump pumps) wara yet to be done, but the main structural work was camplece and in comformance with the repair design. Thank you for allowing me to be of service. Plcase feel frec to call if you have 1ny questions. Very truly yours, Cay1e [nspection Engineers, Inc. ~ - ~ ~ ':~P~L Michlel A. Coyle, P.E. President , .i k' . . . C . r ~"r ':-i~~`~ , . . ~y ` ~'~~t='d'~~ ~ ~ ellaneouS pERMIT - 071153 , rsstrsD: 10/24J2bO7 JOE A01*90= 438i',."#P Nl3 ST EXPIRES: 04/21/2008 . . DESCRIPoSiqN: intCa:k ,*~ee1 piexs ari foundation ~ . . gc . 3U3160#4+^8'X$1 Rodsley Idastin . . . 06;0125 Complete 8aeemBFYt '$yatsms . oWYYeY ~ • . AR~~iR H,it'$t . . . . . . . , . . •,r 'P;A~.' * . . . , . . . . . . IIA USE: ~i~ ~ ~ . . ~ . sLOCK/raoT#: o/ .ESTiMATEDPROJBC'F-"VALIIATiON: . 3.600.7~t1 . . t. FBES 126.50 . : . . . F'1a6 IkOvikw ...82.23 . xacal..~iaar~~izars .oo aSb~ij, UsE. T,i . . . . 64:60 . . ~«.~TA~,, 273.53f . ' lbo i • . . ~ a~ e . . .,o Comn+ep~isA" JSe W,33vtbi i ' TNSf~'EC"t'~`~ REC4RII j2E4IIIR. WEq' :$`'~;'IJ~ft'R` EAC7H TMSPECTIQN APPROVED MNST SE &UBMITTSD. TO Ti3E'. I F{e~'eAy K;~C!#g Ctl~~ Lklui.'' k 4itltdncee propoe¢d by thls pe:mit applieation are accurate, and flo qot vltllata'app2lcabla orCilr~L*d9, 1'63 qx ~ imYa aL" G1'et C1ty of wheat Rid or covenanke, eaeemente or reetrf,ction&of rtrcoYd; :Gdsk ail . meod drokqaa 1kAe d~a[dq ara acCU~tate; Chaet I have read and egrre to a6i8e by all conditiona paSnteU on ehia appl9,ca pi i ees tu1l xaspAneibiiiey for comp~iance wieh the 7Pheac xidge auilding CoAe. (r.e.G asM 931 otnex; apgli s. . 34itkCRS.ltlx Wrk under triie paYmit. Planeeubject to field inspection.;... date 1. This pdkroit Wa+f iseSttdliF-BCeoYdaneB tuith the provieione eet forth in pour. applicatian azM ia eytiject to the law9 of the 6hak,e ¢R;.Cry3pqh a1d$.,k~ja t*e 2qr4ag Regulatione and Bu!~lding Codee of Wheat Ridge, Colorado br anq otheY applicable tlYd.~eia~MM a! Pdu~ iNr~F3~~'• . . ' . . . . 2. 'fhi6 ~CiNnYt :~61f2t7„~"diy~tiyB1!0 dajr8: £TOm the isaue date. IRequeete for an exteneion muet be received prioF Co expiratie#i CyCq. `I~.`p[E~4;;pHt 6*, rgYtlritlRH at the dSaCreCion Of the Hu£1dSng Official. 3. tf Ctwi,# ~mii q~.~e'4 a Y~Ow petKit may beacquired fdr a Eee of one-half'the amovnE normally requlrfld, yznvided no cFrBngCS Gave bdCsf~ 4Y~a,$,17. ~e tude in the pYigisial pland and epeclEicatione: and any auepension oY. 8bandwument hae rwC exceed'ed +3he (i7 yWaY•.? If eRangba have been or if suepeaaion or a6andonment exceedsone (1) year, Tull feea ehall . bd ps14 faY 6 nbtr YJV04Y. . . . . . 4. Nd vont Su%e sittt,'iii7811 b,e e~te that will ehange the natuzal flow of water caueing a drainage pzoblam. . S. ConCYaekor 9h9l't~taA~plE~f~1 9iSITd~hg Ibepeetor twentq-fovi (24} hollre in advaace for all lnspeCtSOnB and 9ha11 leceive nriE4N~ •i'ppC'bVibt-bTFti.~id~yY~t CdY1 be£Oxeproct9diagwit6 9ncceseiva phaeee of.the job. . 6. :Tlitl i~.~'wa7ea aF ~'pdi;ukfC Ot GUa8p'pYOVal pY'diawings and, epecificatione ehall not be conacruedto be a perni7:t £oc, xuir , 8;t appttrG'a`7.;pS, ebtj'44104 t bvieione of the building codeeor any other otdinance, law, rule or saglalation':' . ';Akl pYip, raVieSr Sabtibjsct nagectione. . . . . . . i, ' . . . . Sigvtatu2e PL CTii!! $Vildii* $frSA1A'.. ddie . . . . ;VOXMI,(At ~~,%*Z0 ( 84f3)294-5933BUILDING OFFIC$: (303)235-2855 . REQta.,c+~'$ M[S$1' N~R~?E"s" tY ~~1 AATl' SUBINESS DAY FOR IN9PECJ'ION TAE FQLLOWING HQ3INESS DAY. ; _ , 1 SS oF W"E?T,y City of Wheat Ridge Building Division oate: 14 3/0-1 7500 W. 29th Ave., Wheat Ridge, CO 80033 U m Office: 303-235-2855 ' Fax: 303-235-2857 Plan 0 Inspection Line: 303-234-5933 Permit Building Permit Application Property Address: 3.3 H 3 S• M M S 5 i CNA ao-~ i4~~ ~ C- C) Property Owner (please print): /Vtr ad., Phone: Mailing Address: (if diflerent than property address) Address: Contractor: l on..0%'r ~s3-sS7-~a-s - Contractor License O(a O/ 5 Phone: 3 03 -$°S• 8'7S 1 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: i YP vo• co Description of work• ~ (as calculated per the Building Valuation Data sheet) ' ~ n-5,-all Y'fce.lP~`8rJ n Plan Review (due at time of submittal): E pN FowtK..T, o.J Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that lhe selback distances proposed by this permit application are accurate, and tlo 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 matle are acwrate; that I have read and agree to abide by all conditions printetl on lhis application and that I assume full responsibility tor compliance with ihe Wheat Ritlge Building Code (I.B.C) and all other applicable Wheat Ridge Ortlinances, for work under this permit. Plans subject to ection. CIRLCE ONE:: (OWNER) (CON7RAC70 or PERSONAL REPRESENTATIV of (OWNER) (CON7RATOR) PRINT NAME: irGCK~ SIGNATURE: p 27~0 ZONING COMMENTS: Zoning: Reviewer: DEPARTMENT USE ONLY . A o ~0EVE~ PUBLIC WORKS COMMENTS: Reviewec BUILOINGDEPARTMENTCOMMENTS: Reviewer: Bld Valuation: FIRE DEPARTMENT:: 0 appfoVed W/ Commenls ❑ disapproved ❑ no review required 9 L.~ 6~q COYLE INSPECTION ENGINEERS, INC. 2170 S. Parker Rd., 4140, Denver CO 80131 Phone: (303) 745-5209 Fcix: (303) 745-2571 August 24, 2007 Mr. Adam Hirst Portfolio Lending Corp. 5675 DTC Blvd., 4160 Englewood, CO 80111 APPROVED Subject to Field Inspections Wheat Ridge Building Dept. ~ nxate.0.~.~..~9 Re: 3383 Simms St.. Wheatridge CO 80033 Dear Mr. Hirst: Signed. ...Pian Checker On August 21, 2007 I inspected the above referenced property at your request. The purpose of the inspection was to observe the foundation and structure of the home, to determine my professional opinion regarding the structural condition thereof. The inspection did not involve any other sys- tem or component of the residence. No soil or other material sampling, testing, or analysis was performed. The inspection did not investigate for mold, asbestos. lead based paint, or other envi- ronmental or hidden issues. General: • The proper[y is a one story, single family residential dwelling unit, and was reportedly con- structed in 1963. The home shall be considezed to face East for the purpose of this report. • No soils reports or other engineering documents were provided for my review. Observations and Opinions: • The foundation is of poured concrete construction, supported on spread footings, and enclos- ing a crawlspace and attached gazage. • As viewed from the exterior and the interior the home has experienced recent structural move- ment. The movement is likely the result of rehydration of the foundation bearing soils follow- ing yeazs of recent drought conditions. • The home has beea recently renovated, and cracking in the drywall has occurred since that time. The most noticeable movement is along the rear wall and NW corner, and through the central azeas of the home. However, the movement is not considered major or indicative of structural failure. The fireplace chimney at the North wall has experienced slight rotation, and masonry cracking exists at both sides where it abuts the North wall. Minor movement has oc- curred at the garage, but to a lesser degree than the NW corner. • The crawlspace soils were dry at the time of inspection, but there is evidence of historical moisture conditions. which is not unusual for this area of the metro area. Effloresence was ob- served on the foundation walls and piers. Some minor concrete degradation was also ob- served, primarily at the concrete pier footings, but not excessive. Since the crawlspace style foundation is shallow relative to the exterior ground elevation, the foundation is more suscep- tible to moisture fluctuation and seasonal movement than a full basement style foundation. ~ c~~ COYLE INSPECTION ENGINEERS, INC. Many of the homes in this area have had similar type movement over the yeazs. • Two sump pits and pumps were observed in the crawlspace. However, the pump nearest the access has had the discharge pipe cut and does not discharge to the exterior. This condition needs to be conected. • Despite the movement, foundation wall cracking was minimaL Underpinning the rear wall, NW corner, and fireplace is recommended at this time per the attached diagram. The other portions of the perimeter foundation should be monitored for future movement, but do not warrant underpinning at this time. • I recommend cutting off the concrete pier risers and installing adjustable steel monoposts to support the central beams. These posts will allow adjustment of the beam at this time to lessen the pressure on the main floor system through the middle of the home, and will allow for fu- ture adjustments as needed. • The crawlspace should be cleared of wood and organic debris. I recommend mold inspection, testing, and mitigation as needed. Ideally, a fully sealed moisture barrier could be installed to minimize humidity in the crawlspace to prevent future mold growth. Standard Limitations: This inspection was visual and cursory in nature, but represents the professional opinions of this firm based on the observations made and information available for review. No soil or material sampling/testing was performed. No warranties are made or implied regarding the future stability of the property as soil conditions can be highly unpredictable and unknown conditions could be present. The opinions expressed and recommendations made are based upon experience with similar properties under similar conditions, and rely in part on the information and testimony pro- vided by others. Thank you for allowing me to be of service. Please feel free to call if you have any questions. V ery Coyle Mich Presic a or y COYLE INSPECTION ENGINEERS, INC. 2170 S. Parker Rd. #240, Denver CO 80231 Phone:303-745-5209 Project Address: 3383 Simms St Pier/Footing Load Calculations (worst case location) Component Span Live Dead Total Roof 15 30 10 6001bs/ft Attic 7.5 0 7 52.51bs/ft Upper Floor 0 40 10 0 Ibs/ft Upper Wall 0 0 15 0 Ibs/ft Main Floor 7.5 40 10 375 Ibs/ft Main Wall 8 0 50 400 Ibs/ft Foundation 3 0 105 3151bs/ft TOTAL LOAD PER FOOT OF WALL 1742.5 Ibs/ft Max Span between piers 10 feet N.A. Max Load per pier 17425 Ibs N.A. ~ b~ ~ COYLE INSPEC7'ION FNGINEERS, INC. ciicl,usi _~"~M'Vl 2/705u. PurkrrRaud. #2JO. Don<v; ('O XOZ31 Addre~~ -a3_%f.~ _511Y1 '3 ~1 • Phnne (32~)715-~?U9 Fncltp,i~?ds-Z57/ Joh Num: - Datc ~j~~ , ~ p ~ v 0-. ~ ~ ~w . 1> . ~ _ r s. f ~ Y.. i . . ~ . ~ ~ ~ d~. . Sheet I of I , DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3383 SIMMS ST Contractor License No. : Date : 9/1/2000 Phone : 239-8697 Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposad by this pertriit application are accurate, and do not wolate applicable ordinances, rulea or regulations of the Cdy of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and aliegations made are accurate; that I have read and agree to abide by all conditions pnnted on this application, and that I assume full resp sibility for comPlia @e ith the Wheat Ridge Buiiding Code (U.B.C.) and all other applicable t Ridge ~ i E for wo nder thi permd. (OWNER)(CONTRACTOR) SIGNED DATE - Construction Value Permit Fee Plan Review Fee Use Tax Total $400.00 $23.50 $0.00 $10.00 $33.50 Use: Description : RIPPING OFF OLD ROOF AND PUTTING ON NEW ROOF OF 15 X 16.9' ADDITION Electrical License No : Company : Ezpiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This pertnit was isaue0 in accardance with the provisions aet forlh in yopur epplicetbn antl is subI'ecl M the lawa of ihe State of Colorado and m Ne Zoning Regulatlons arW Builtling Cotle of Wheat Ridpe, Cobrado w any otlier applicaEle ordinances M the Ciry. (2) This permtt shall expire if (A) the woAc authonzeG is not commencetl within sUAy (60) Cays from issue tlate or (B) the builtling authorize0 is suspentled or abandonBd tor a penotl ot 120 tlays. (3) If this permit ezpires, a newpe rmit may be ecquired for a fee of one-half the amount noimaly required, provided no changes have been w will be made in the onal plans and specificetiona end any auspension or abandonmeM has not exceetled one (t) year. It changes ere made or if suspenalon or abandonmenl exceeds one (1) year, (ull Mes shall be paW for a new pertnit. (4) Le k of any manner sa e dane (5) reshall noNy Ne Bultling Ins speclion card before etliirg suaessive phases (8) sance W e pem~it or Me pprovviolation W the provisions builtling ~les or any other ortlinance, law, rule or regulatlon. Building Permit Number : 11112 DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) PropertyOwner:' Property Address :33&3 "'~S Phone : 7~O 3 Contrector License No. : Company: Phone: OWNER/CONTRAC70R SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applieation are aceurate, and do not violate applicahle ordinances, rules or regulations of the Ciry 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 applicahl heat Ridge ortlina1nce~s, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED~y ~ Description : J~`pp~lj 129 0`e'o 00eb I CoflStfUCtiOn V81ue : Permit Fee : Use Tax : Total : Use L'cffi a yi d ~~ir~ Z) n IS~-I'wq 0ctCtJiiJ1'l BUIIDING DEPARTMENT USE ONLY SIC : Sq. FL : Approval : Zoning : BFii Approval : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company ; Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) TTis permit was issued in accordance with the provisions set foM in yopur ap0licatlon antl is subject to the laws of the SUte ot ColoreEO and to the Zoning Regulations and Builtling Cotle ot Wheat Ridge, Coloratlo or any other appliwble oMinances of the Ciy. ~ (2) This permi( ghall enpire if (A) the wotk auNOnzeE is not wmmenceA wiUin siuty (BU) Cays from issue tlate or (B) the builtling authonzetl is suspentleC or aDantloned for a penod of 120 days. (3) If Nis pertnit expires, a new pertnR may be acquiretl for a fee of one-Oal( the amaunt nortnally reQuireC, provitleA no changes have been or will be matle in the original plans an0 speciflcatlons antl any suspension or aDantlonment has no[ exceeCeC one (1) year. If changes are matle or if suspension or abanGOnment exceetls one (1) year, full fees shall be paitl br a new pertnil (4) No work af any manner shall Oe tlane that will change ihe natu2l flaw of water causing a tlrainage proDlem. (5) CoMractor shall notify the Building Inspector twenry-four (24) houn in atlvance for all inspeclions antl shall receive wntlen approval an inspection wrtl before ProceeCiing with successive phases of theI'oD. (6) The issuance of a permit or the approval of drawings and specifiwtlons shall not be construetl to be a Oermit for, nor an approval o( any vioiation of the provisions of the builEing coEes or any other oMinance, law, rule or regulalion. Chief Building Inspector DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 WEST 29tn AVENUE BUILDING INSPECTION DIVISION PERMIT N0. NC191#3751 237-6944 Ex7. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SiGNED BY THE CHIEF BUILDING INSPECTOR ANC RECEIPTED BELOW. , APPLICATION FOR MiSCELLANEOUS PERMIT n y3~i SZ ~ ~N w~ r~nS OWNER ~ ~ JOBADDRESS C~ m Vv` W~GYI ~ 1 ~ ~ C CONTRACTOR ~ P ADDRESS PHONE ~ ZIP CODE ADDRESS 2~,R ~n../ CITY y,u,1^4 ZIPCODE /210JES3 CONTRA('7PRICES t~I/~ bG~Oa PHONE -7-3 LICENSE NO. DATE n~ Q L 1. TYPE Ground❑ Woll❑ Praiectin0❑ 01~ar SaDFOCt- 2. MATERIAL Tolol Squme Fao1 $IGNS 3. ILWMINATION Yea❑ No❑ Type Eleet. Per mit Ao. 4 SET BACK fROM PROPERTY LINE N _ S_ E - W Zone_ ApprwM,ZOns Inapealor (SDaeify which iafroni) ❑ ❑ ❑ ❑ Diaapproved 1. TYPE Solid❑ More TAOn 80% ODenO Lest Than 80% Open MATERIAL NeiOht FENCES 3. SET BACK FROM PROPERTY LINE N _ S_ E _ W Zano_ AODrwW,Zons Inspsetw (Soecifv which is }roni) ❑ ❑ ❑ ❑ DiaopDroved II OTHFR Z l 3- i INSPECTION TICKET tucruaE,Gn ~ tNSPECTION TICKET JOB ADDRESS ZIL tTVLINE JOB ADDRESS -3 3 E 3 YN Nt q ( DATE: ~ - ~ BLDG. PERMITN 'J 3~-/ PERMITM BLDG. CONTR. ` t11rn `1 ( DATE: BLDG. PERMITM 375i` PERM ITM BLDG. CONTR. C!A^'0wun^^[U SUBCONTRACTOR 2TY LiNE ~j SUBCONTRACTOR DATE INSP. REQ. DATE INSP. REQ. ,STREETS,, - TYPE OF INSP. IS7ANCE. TYPE OF INSP. ~ INSPECT~N MADE / ECTRIC ATED WOR4 INSPECTION MADE ~ OFISSUANC REMARKS 31NG PERI HtMANKJ c NO _ / I U U ALUI t ~M IST No' W.R.FORM E19 W.R. FORM 619 V U/~MtlHbC UISY SUB-CIRCUITS POWER WATER HEATER ne~n arom wwp UTILITY(RANGE,DISPOSER,ETC.) AUTO. WASHER Pounds Clwrge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 9 CONTROLS FIDOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI7(TURES REMARf(5 thot this aDGlica- l d k PERMIT FEE now e pe I Mreby oc fion is eorrect and understand tnot I ii- hi USE TAX a opp connot tfari this projbcf until t corion is aDOroveC. I shall comply witn TOTAL FEE 1M lawf oi the 51ote ot Colorado ond ro the ZoninQ Repulations and Buildinp APPROVE[ Code of tna City ot wneat Rieqe. Any DISAPPROVE[ violotion of the above terme will couee CHIEF BUILD immediate revocohon of inls permit ~ INSPECTOR,City of Wheat Ridge g _ 3C,.qi Date issued NOT VALID UNLESS RECEIPTED CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS