HomeMy WebLinkAbout3061 Fenton StreetCity of Wheat Ridge
Residential Foundation Repair PERMIT - 202100153
PERMIT NO: 202100153 ISSUED: 01/26/2021
JOB ADDRESS: 3061 Fenton St EXPIRES: 01/26/2022
JOB DESCRIPTION: Foundation repair with wall braces, 13 piers.
*** CONTACTS ***
OWNER ( 3 0 3) 921-4166
PARKER JACK D
SUB (303)805-8751
RODNEY MARTIN
060125 COMPLETE
BASEMENT SYSTEMS
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE:
UA / Unassigned
SUBDIVISION CODE:
2412 / LAKESIDE,
STEWART GARDENS, OLI BLOCK/LOT#:
0 /
*** FEE SUMMARY ***
ESTIMATED PROJECT VALUATION:
91669.00
FEES
Total Valuation
0.00
Plan Review Fee
132.80
Use Tax
203.05
Permit Fee
204.30
** TOTAL **
540.15
*** COMMENTS ***
*** CONDITIONS ***
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
Inspection by Wheat Ridge Building Inspector required prior to backfill. Observation letter
from Engineer to be provided to Wheat Ridge Building Inspector at Final Inspection.
INDEX:
S1-1 GENERAL NOTES
S1-2 GENERAL NOTES
S1-3 GENERAL NOTES
S1-4 GENERAL NOTES / LEGEND
S2-1 FOUNDATION PLAN
S3-1 TYP. WALL BRACE DETAIL
S3-2 TYP. WALL BRACE DETAIL
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Projects are
Subject to Field Inspections
Scope of Work:
1. Install (6) wall braces along the west foundation wall.
2. Install (7) wall braces along the south foundation wall.
BUILDER INFORMATION:
Complete Basement Systems
11795 East 45th Ave.
Denver, CO 80239
720-487-9568
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.
Design Criteria:
1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge Amendments
Dead loads
2.1. Roof 20psf
2.2. Floor 12psf
2.3. Walls 10psf
Live loads
3.1. Residential40psf
3.2. Roof 20psf
Snow loads
4.1. Roof snow load 30psf
CITY OF WHEAT RIDGE INSPECTION REQUIRED PRIOR TO BACKFILL
PROVIDE ENGINEER OBSERVATION LETTER AT FINAL INSPECTION
.0•.
City of
wheatR14W
COMMUNITY DMilorMENT
APPROVED
Wind loads Randy Slusser 1/26/2021
5.1 Exposure Category: C Plans Examiner Date
1WtlmL4%�l: Tftaweee oJapowAor nrWww spew
5.2 135 mph Ultimate Wind Speed .rwampusohww.twlt aoeaopeewtJbr ore"dwrAW4 a/yw omfim
ow of fhe Seismic Loads soV "•`a r of va ire" w
6.1 Seismic Design Category: B""""'°�°°`"a�"°""'°�8tw`�
6.2 Site Class: "D" per USGS
Soil Bearing Capacity = 1,500 psf (assumed)
Digitally signed by JAMES N_ SLAMA
DN: CN=JAMES N SLAMA.
- Reason: II
document
Location: rl
Date: 2021.0
N
7•
0048580
4U
s`S/ONAL
City of
Wheat Ridge
Building Division
DATE:
JOB #:
DL ENGINEERING INC.
1/25/2021
2021-9012
9100 W. JEWELL AVENUE
LAKEWOOD, CO 80232
720-440-9450
FOUNDATION STABILIZATION AT
3061 FENTON ST
WHEAT RIDGE, CO 80214
REVISION DATE:
PAGE
51-1
OF
7
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER: PARKER
JS
JS
INDEX:
S1-1 GENERAL NOTES
S1-2 GENERAL NOTES
S1-3 GENERAL NOTES
S1-4 GENERAL NOTES / LEGEND
S2-1 FOUNDATION PLAN
S3-1 TYP. WALL BRACE DETAIL
S3-2 TYP. WALL BRACE DETAIL
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Projects are
Subject to Field Inspections
Scope of Work:
1. Install (6) wall braces along the west foundation wall.
2. Install (7) wall braces along the south foundation wall.
BUILDER INFORMATION:
Complete Basement Systems
11795 East 45th Ave.
Denver, CO 80239
720-487-9568
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.
Design Criteria:
1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge Amendments
Dead loads
2.1. Roof 20psf
2.2. Floor 12psf
2.3. Walls 10psf
Live loads
3.1. Residential40psf
3.2. Roof 20psf
Snow loads
4.1. Roof snow load 30psf
CITY OF WHEAT RIDGE INSPECTION REQUIRED PRIOR TO BACKFILL
PROVIDE ENGINEER OBSERVATION LETTER AT FINAL INSPECTION
.0•.
City of
wheatR14W
COMMUNITY DMilorMENT
APPROVED
Wind loads Randy Slusser 1/26/2021
5.1 Exposure Category: C Plans Examiner Date
1WtlmL4%�l: Tftaweee oJapowAor nrWww spew
5.2 135 mph Ultimate Wind Speed .rwampusohww.twlt aoeaopeewtJbr ore"dwrAW4 a/yw omfim
ow of fhe Seismic Loads soV "•`a r of va ire" w
6.1 Seismic Design Category: B""""'°�°°`"a�"°""'°�8tw`�
6.2 Site Class: "D" per USGS
Soil Bearing Capacity = 1,500 psf (assumed)
Digitally signed by JAMES N_ SLAMA
DN: CN=JAMES N SLAMA.
- Reason: II
document
Location: rl
Date: 2021.0
N
7•
0048580
4U
s`S/ONAL
City of
Wheat Ridge
Building Division
Foundation Design:
1. Soil conditions and types shall be verified by a Engineer during excavation.
2. 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.
3. Design of individual and continuous footings is based on an assumed maximum allowable bearing pressure of 1500 lbs.
per square foot (dead load plus full live load), placed on the natural undisturbed soil, or compacted structural fill below frost depth.
STEEL HELICAL PIERS:
1. Grip Tlte: Model GTRDS2875-0203 (round shaft) Helical Pier with FP313A Retrofit Bracket
2. Install with Pro -Dig X9 torque head to a maximum of 4,800 ft -lbs torque.
3.. Pier depth is dependent on depth of bearing soil adequate to provide the specified torque resistance, therefore, depth is
not specified. Pier to be advanced until torque is attained.
4. Installation torque serves as empirical verifications of pier capacity, yielding an onsite load test for each pier. Therefore,
soils testing is not necessary for generating a theoretical capacity.
5. Piers shall be 8" minimum helical piers, installed at locations shown on the plans.
6. It is assumed the each new pier will achieve penetration into bedrock or competent soil, and can be installed to the
specified capacity. Should bedrock or competent soil not be reached within reasonable depth this office should be notified for
further instructions.
7. Contractor is to maintain accurate pier depth and pressure / torque charts for each pier, showing depth and pressure /
torque at each shaft section. Charts shall be filled out in real time during installation, and maintained onsite for engineer review
during inspection. Charts shall be provided to engineer in final form upon completion.
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: City of
1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance Wheat Ridge
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.
r6�0
L /CF
O•*S • N. •S�'9 �s�
:> v•
0048580
/ONAL
Building Division
DATE:
JOB #:
DL ENGINEERING INC.
1/25/2021
2021-9012
9100 W. JEWELL AVENUE
LAKEWOOD, CO 80232
720-440-9450
FOUNDATION STABILIZATION AT
3061 FENTON ST
WHEAT RIDGE, CO 80214
REVISION DATE:
PAGE
51-2
OF
7
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER: PARKER
JS
JS
Foundation Design:
1. Soil conditions and types shall be verified by a Engineer during excavation.
2. 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.
3. Design of individual and continuous footings is based on an assumed maximum allowable bearing pressure of 1500 lbs.
per square foot (dead load plus full live load), placed on the natural undisturbed soil, or compacted structural fill below frost depth.
STEEL HELICAL PIERS:
1. Grip Tlte: Model GTRDS2875-0203 (round shaft) Helical Pier with FP313A Retrofit Bracket
2. Install with Pro -Dig X9 torque head to a maximum of 4,800 ft -lbs torque.
3.. Pier depth is dependent on depth of bearing soil adequate to provide the specified torque resistance, therefore, depth is
not specified. Pier to be advanced until torque is attained.
4. Installation torque serves as empirical verifications of pier capacity, yielding an onsite load test for each pier. Therefore,
soils testing is not necessary for generating a theoretical capacity.
5. Piers shall be 8" minimum helical piers, installed at locations shown on the plans.
6. It is assumed the each new pier will achieve penetration into bedrock or competent soil, and can be installed to the
specified capacity. Should bedrock or competent soil not be reached within reasonable depth this office should be notified for
further instructions.
7. Contractor is to maintain accurate pier depth and pressure / torque charts for each pier, showing depth and pressure /
torque at each shaft section. Charts shall be filled out in real time during installation, and maintained onsite for engineer review
during inspection. Charts shall be provided to engineer in final form upon completion.
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: City of
1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance Wheat Ridge
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.
r6�0
L /CF
O•*S • N. •S�'9 �s�
:> v•
0048580
/ONAL
Building Division
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- & Wf- 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 3/4"
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.
Periodic surveys:
1. Periodic surveys of the supported structures should be conducted to assure project success. The Owner should be
responsible for annual surveys certifying project success. We would suggest that a baseline survey be conducted immediately.
The owner shall submit all findings and reports to the Structural Engineer.
2. If vertical movement of the piers is discovered, the piers should be re -pressured. A representative of the Geotechnical
Engineer should be present to observe the re -pressuring. A final report should be provided by the Geotechnical Engineer after
observing the re -pressuring.
Foundation Stabilization:
1. Although observed foundation damage typically does not pose an immediate health and hazard risk, delaying mitigation
will likely make future repairs more difficult and costly. Furthermore, it has been our experience that once a structure begins
moving, it will likely continue to so (unless action is taken) resulting in further settling, heaving, unsightly cracks, doors/widows
not functioning properly and possible foundation wall collapse. The extent and aggressiveness of the foundation repairs should
be carefully considered by the Owner and will depend on their tolerance for risk, the possibility of future damage, and cost.
2. If the owner chooses to do so the foundation could be stabilized only at visibly damaged locations and areas where
movement is concentrated. Although this will address specific situations, it is possible that foundation movements will occur
elsewhere.
3. If the Owner chooses to do so, the entire foundation could be mitigated. A �Pp 0 L /CF City of
general system repair, although more costly, would greatly reduce the risk of future 0,•.5 N. s*'• Ls Wheat Ridge
foundation damage and movement. It is our understanding that the Owner would not V :
like to pursue this repair option. T 7-. Building Division
0048580
DATE:
JOB R:
DL ENGINEERING INC.
7/25/2021
20219072
9700 W. JEWELL AVENUE
LAKEWOOD, CO 80232
720-440-9450
FOUNDATION STABILIZATION AT
3061 FENTON ST
WHEAT RIDGE, CO 80274
REVISION DATE:
PAGE
37-3
OF
7
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER. PARKER
JS
JS
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- & Wf- 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 3/4"
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.
Periodic surveys:
1. Periodic surveys of the supported structures should be conducted to assure project success. The Owner should be
responsible for annual surveys certifying project success. We would suggest that a baseline survey be conducted immediately.
The owner shall submit all findings and reports to the Structural Engineer.
2. If vertical movement of the piers is discovered, the piers should be re -pressured. A representative of the Geotechnical
Engineer should be present to observe the re -pressuring. A final report should be provided by the Geotechnical Engineer after
observing the re -pressuring.
Foundation Stabilization:
1. Although observed foundation damage typically does not pose an immediate health and hazard risk, delaying mitigation
will likely make future repairs more difficult and costly. Furthermore, it has been our experience that once a structure begins
moving, it will likely continue to so (unless action is taken) resulting in further settling, heaving, unsightly cracks, doors/widows
not functioning properly and possible foundation wall collapse. The extent and aggressiveness of the foundation repairs should
be carefully considered by the Owner and will depend on their tolerance for risk, the possibility of future damage, and cost.
2. If the owner chooses to do so the foundation could be stabilized only at visibly damaged locations and areas where
movement is concentrated. Although this will address specific situations, it is possible that foundation movements will occur
elsewhere.
3. If the Owner chooses to do so, the entire foundation could be mitigated. A �Pp 0 L /CF City of
general system repair, although more costly, would greatly reduce the risk of future 0,•.5 N. s*'• Ls Wheat Ridge
foundation damage and movement. It is our understanding that the Owner would not V :
like to pursue this repair option. T 7-. Building Division
0048580
Site Drainage
1. We believe that 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. It is our opinion that 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 surfacetsubsurface drainage systems are strongly recommended. Extension should be attached to properly
function downspouts and roof drains discharge a minimum of 10 feet away from the structure.
Site vegetation
1. We believe that vegetation around the perimeter of structures 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 trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage
the existing foundation system.
2. Planters and other surface features which could retain water should be eliminated and property graded to reduce the
possibility of moisture infiltrating around the foundation. Irrigation systems and excessive moisture adjacent to structures can
introduce unwanted moisture, possibly resulting in settling and or heaving. The Owner should consider removing irrigation
systems or simply not use them.
Disclaimer:
1. 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, indemnity and defend Engineer
from and against any and all claims arising out of the professional services we have provided.
LEGEND:
(E) EXISTING
(N) NEW
PUSH PIER
P.P. #X PIER #
LOAD ON PIER
HELICAL PIER
H P #�� PIER #
LOAD ON PIER
WALL ANCHOR
W.A. #x � ANCHOR #
WALL BRACE
W.B. #x f— BRACE #
CARBON FIBER
C.F. #x CARBON FIBER #
MONO POST
M.p. #x f— POST #
LOAD ON PIER
rPDD L1CF
ON P �5 N S�qh r�0
7'
0048580
�p��?^3 1 :z'
City of
Wheat Ridge
Building Division
DATE:
JOB R:
DL ENGINEERING INC.
7/25/2021
20219072
9100 W. JEWELL AVENUE
LAKEWOOD, CO 80232
720-440-9450
FOUNDATION STABILIZATION AT
3061 FENTON ST
WHEAT RIDGE, CO 80214
REVISION DATE:
PAGE
37-4
OF
7
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER. PARKER
JS
JS
Site Drainage
1. We believe that 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. It is our opinion that 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 surfacetsubsurface drainage systems are strongly recommended. Extension should be attached to properly
function downspouts and roof drains discharge a minimum of 10 feet away from the structure.
Site vegetation
1. We believe that vegetation around the perimeter of structures 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 trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage
the existing foundation system.
2. Planters and other surface features which could retain water should be eliminated and property graded to reduce the
possibility of moisture infiltrating around the foundation. Irrigation systems and excessive moisture adjacent to structures can
introduce unwanted moisture, possibly resulting in settling and or heaving. The Owner should consider removing irrigation
systems or simply not use them.
Disclaimer:
1. 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, indemnity and defend Engineer
from and against any and all claims arising out of the professional services we have provided.
LEGEND:
(E) EXISTING
(N) NEW
PUSH PIER
P.P. #X PIER #
LOAD ON PIER
HELICAL PIER
H P #�� PIER #
LOAD ON PIER
WALL ANCHOR
W.A. #x � ANCHOR #
WALL BRACE
W.B. #x f— BRACE #
CARBON FIBER
C.F. #x CARBON FIBER #
MONO POST
M.p. #x f— POST #
LOAD ON PIER
rPDD L1CF
ON P �5 N S�qh r�0
7'
0048580
�p��?^3 1 :z'
City of
Wheat Ridge
Building Division
W.B. #1
W.B. #2
4,_2,.
DATE:
JOB R:
DL ENGINEERING INC.
1/25/2021
20219012
9100 W. JEWELL AVENUE
LAKEWOOD, CO 80232
720-440-9450
FOUNDATION STABILIZATION AT
3061 FENTON ST
WHEAT RIDGE, CO 80214
REVISION DATE:
PAGE
52-1
OF
7
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER. PARKER
JS
JS
W.B. #1
W.B. #2
4,_2,.
1'
1
ff-
53-2
WB.
1
C-2,.
(E) HOUSE/
W.B. #4
4'-2
BASEMENT
W.B.#5
C-2"
1
W.B. #6
41-211
S3-1
1'
1'
1'
-5'--5'—
1'-6"
N
m
I�
00 01
#
* * #
Dp m
m
m
m m m
FOUNDATION PLAN
I 1/16" = 1'-0"
NOTES:
1. SEE SHEETS S1-1 THROUGH S14 FOR GENERAL NOTES.
2. INSTALL WALL BRACES PER PLAN.
0' 16'
(E) PORCH
FRONT OF
HOUSE
7.
0048580
City of
Wheat Ridge
Building Division
(E) 2x Pl
(E) FOUND
U15T5
BLOCKING BETWEEN JOISTS
MINIMUM OF 4 JOIST SPANS
'BRACKET
JMB-4)
ACH TO BLOCKING
INTELLIBRACE BEAM
IMG
GROUT BETWEEN WALL
BRACE AND FOUNDATION
WHERE NECESSARY TO
ESTABLISH FULL CONTACT
FIELD VERIFY
T.O. (E) FOOTING
NOTES:
1. ALL
AS£
BE ELLU I KULIIVI: h'LA I LU VLK A51 M t5bJJ.
f
City of
Wheat Ridge
Building Division
DATE:
JOB R:
DL ENGINEERING INC.
1/25/2021
20219072
9100 W. JEWELL AVENUE
LAKEWOOD, CO 80232
720-440-9450
FOUNDATION STABILIZATION AT
3061 FENTON ST
WHEAT RIDGE, CO 80214
REVISION DATE:
PAGE
33-1
OF
7
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER: PARKER
JS
JS
(E) 2x Pl
(E) FOUND
U15T5
BLOCKING BETWEEN JOISTS
MINIMUM OF 4 JOIST SPANS
'BRACKET
JMB-4)
ACH TO BLOCKING
INTELLIBRACE BEAM
IMG
GROUT BETWEEN WALL
BRACE AND FOUNDATION
WHERE NECESSARY TO
ESTABLISH FULL CONTACT
FIELD VERIFY
T.O. (E) FOOTING
NOTES:
1. ALL
AS£
BE ELLU I KULIIVI: h'LA I LU VLK A51 M t5bJJ.
f
City of
Wheat Ridge
Building Division
(E) 2x P"
(E) FOUND
(E) JOISTS
IRACKET
B-4)
fELLIBRACE BEAM
G
GROUT BETWEEN WALL
BRACE AND FOUNDATION
WHERE NECESSARY TO
ESTABLISH FULL CONTACT
FIELD VERIFY
T.O. (E) FOOTING
o. 2•
w
•
a4 MM IGV7A GLOM NW -1I A PAN AMIM I PJ=liXB}•
City of
Wheat Ridge
Building Division
DATE:
JOB 0:
DL ENGINEERING INC.
7/25/2021
20219072
9100 W. JEWELL AVENUE
LAKEWOOD, CO 80232
720-440-9450
FOUNDATION STABILIZATION AT
3061 FENTON ST
WHEAT RIDGE, CO 80214
REVISION DATE:
PAGE
33-2
OF
7
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER. PARKER
JS
JS
(E) 2x P"
(E) FOUND
(E) JOISTS
IRACKET
B-4)
fELLIBRACE BEAM
G
GROUT BETWEEN WALL
BRACE AND FOUNDATION
WHERE NECESSARY TO
ESTABLISH FULL CONTACT
FIELD VERIFY
T.O. (E) FOOTING
o. 2•
w
•
a4 MM IGV7A GLOM NW -1I A PAN AMIM I PJ=liXB}•
City of
Wheat Ridge
Building Division
W
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
1/25/2021
RE: Job# 2021-9012
3061 Fenton St.
Wheat Ridge, CO 80214
As requested, a site visit and observation was performed at the property located at the address
above on 1/20/2021 at approximately 12:00 p.m. by Jim Slama, 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 finished basement located in an established
neighborhood. The buildings are assumed to be built in 1924 (based on an online search of the
Jefferson County Assessors records).
The foundation is constructed of brick and is assumed to be on spread footers. The house appears
to be constructed of brick. 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
• West and south foundation walls were displaced laterally inward.
Commentary
At the time of the observation, there were multiple areas of concern. The below
recommendations will help prioritize items by severity. The majority of the basement
foundation walls were either covered with drywall of vapor barrier limited viewto the concrete
to observe any cracks.
Recommendations
The cracks observed in the walls were likely caused by vertical and lateral 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:
• Install (6) wall braces at the west foundation wall to help mitigate lateral movement.
• Install (7) wall braces at the south foundation wall to help mitigate lateral movement.
• 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 City of
further assessment.
Wheat Ridge
Best Practices for Foundation Maintenance
Building Division
The following best practices are actions to maintain the service life of the foundation that can be
applied to all structures. Proper site drainage and placement of vegetation alone may not prevent
1
M
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
movement of a structure; however, they are prudent steps to avoid the contraction and expansion
of the soil due to changing moisture content. As such we share the following information, which
is not property specific, with all our clients.
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.
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 trees should be
carefully removed by an experienced professional. Care should be taken to not further
disturb or damage the existing foundation system.
• 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.
• 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.
City of
Wheat Ridge
Building Division
2
owe
OL ENGINEERING, INC.
9100 W Jewell Ave
Lakewood, CO 50232
720-440-9450
www.dlengineer.com
Figure 1: Front view of house.
'0010(o)Oy�(olyZil ilyZ.(a)il
Figure 2: West wall of house, lateral inward deflection observed.
City of
Wheat Ridge
Building Division
3
Figure 3: South wall of house, lateral inward displacement observed.
City of
Figure 4: South wall of house, lateral inward displacement observed Wheat Ridge
Building Division
9100 W Jewell Ave
Lakewood, CO 80232
CIL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
Figure 3: South wall of house, lateral inward displacement observed.
City of
Figure 4: South wall of house, lateral inward displacement observed Wheat Ridge
Building Division
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
jslama@dlengineer.com.
JAMF N DI91tA9ned N-SLASN_S AMA
CN
DN1.CN=JAMESN_ MES
SlnCerely, e�sLAMA@DLENG1NEEP COM
—Ra_ i W ma-th,o ofmss
Jim Slama, P.E.
L"t�2021�11- 05.18
cS'
<92i'.�O
7•
0048580
13
G�
City of
Wheat Ridge
Building Division
9100 W Jewell Ave
Lakewood, CO 80232
CIL ENGINEERING. INC.
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
jslama@dlengineer.com.
JAMF N DI91tA9ned N-SLASN_S AMA
CN
DN1.CN=JAMESN_ MES
SlnCerely, e�sLAMA@DLENG1NEEP COM
—Ra_ i W ma-th,o ofmss
Jim Slama, P.E.
L"t�2021�11- 05.18
cS'
<92i'.�O
7•
0048580
13
G�
City of
Wheat Ridge
Building Division
From: no-reolv(alci.wheatridae.m. us
To: CommDev Perm is
Subject: Online Form Submittal: Foundation Repair
Date: Tuesday, January 26, 20217:59:01 AM
Foundation Repair
This application is exclusively for FOUNDATION REPAIRS.
YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR
THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
Foundation Repair?
PROPERTY INFORMATION
Property Address 3061 Fenton Street, Wheat Ridge, CO 80214
Property Owner Name Parker, Jack & Stewart, Allen
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Address
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
303-921-4166
stewman311@yahoo.com
Payment Form 3061 Fenton St.Ddf
CONTRACTOR INFORMATION
Contractor Business
Name
Wheat Ridge
Contractor's License
Number (This is a 5 or
6 digit number for the
Complete Basement Systems
60125
City of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
Address
720-507-2711
cbs.permits@completebasementsystems.net
Retype Contractor cbs.permits@completebasementsystems.net
Email Address
DESCRIPTION OF WORK
Location of Work Foundation Interior
How is repair being Wall Braces
done? Piers, strips, etc.
# of Piers or Strips
Upload engineer letter
or pages on 8 1/2" x
11" only
Repair Plan Set on
11'x17" only - if
applicable
13
Obs Letter 3061 Fenton St. Ddf
Project Value (contract 9669
value or cost of ALL $9,669 valuation is
OK
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
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.
I understand that work
may not begin on this
property until a permit
has been issued and
Yes
Yes
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
Person Applying for Greg Knapp
Permit
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Email not displaying correctly? View it in your browser.
1* � 4 41'
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Residential Foundation Repair PERMIT - 202100153
202100153
ISSUED:
3061 Fenton St EXPIRES:
Foundation repair with wall braces, 13 piers.
01/26/2021
01/26/2022
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original 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 requ�ired
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, anviolation of any provision of any
pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
01/26/2021
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
INSPECTION RECORD
Inspection online form: http://www.ci.wheatridge.co.us/inspection
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Inspections will not be performed unless this card is posted on the project site
Request an inspection before MIDNIGHT (11:59 PM) to receive ainspection the following business da
PERMIT: o ADDRESS: C� - JOB CODE:
Foundation Inspections
Date
Inspector
Initials
Comments
102 Caissons / Piers
302 Wall Sheathing
103 Footing / P.E. Letter
303 Roof Sheathing
104 Foundation Setback Cert.
305 Insulation
105 Stem Walls
306 Mid -Roof
106 Foundation wall Insulation
307 Metal / Lath / Stucco
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground / Slab Inspections
Date
Inspector
Initials
Comments
201 Electrical / Cable/ Conduit
302 Wall Sheathing
202 Sewer Underground Int.
303 Roof Sheathing
203 Sewer Underground Ext.
305 Insulation
204 Plumbing Underground Int.
306 Mid -Roof
205 Plumbing Underground Ext.
307 Metal / Lath / Stucco
206 Water Underground
308 Rough Electrical Residential
Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections
Rough Inspection
Date
Inspector Comments
Initials
301 Rough Framing
302 Wall Sheathing
303 Roof Sheathing
304 Sheer Inspection
305 Insulation
306 Mid -Roof
307 Metal / Lath / Stucco
308 Rough Electrical Residential
309 Rough Electrical Commercial
310 Electrical Meter Residential
311 Electrical Meter Commercial
312 Temp. Const. Meter
313 Rough Plumbing Residential
314 Rough Plumbing Commercial
315 Shower Pan
SEE OVER FOR ADDITIONAL INSPECTIONS
Property Address
Permit Number
Permit Issued Date
The City of Wheat Ridge
Third Party Form Check List
Owner Information i C;1 L I I I
Property Owner Information
Property Owner Address
Inspector Information
Inspection Company
Inspector Name
Inspector Contact info.
Gary Ha"love
BA' AAC..W.9
-11 720,?13 V&1
Favi.
Page I of 2
Inspector Statement and AcknowlediLe-ment
I hearby acknowledge the roof I am inspecting is 6112 or over. All roofs
that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept,
11 1 hearby acknowledge the roofing system for the referenced building has been inspected
and found to be in compliance with the minimum requirements of the 2012 IRC and 2012
IBC as well as a ity of Wheat Rid e Policies and Procedure and Manufacturer's
Policies
- 11U "U
io
recomMendyatipand sp ,atio S Date:
Inspector:
-1 hearby acknowleoge
my consent for the
W
in Idea of the City Of
Prory OwnertAgent'.
This original document
the Chief Building Offic
Drop off in person
Permit counter 2nd floor
7500 W 29th Ave
Wheat Ridge CO 80033
Draft Date 7126/17
1 clj fv,';r,_S
I am the owner of the build' g referenced above and I cove
,d -party ns
ompa y to perform my roof inspection
- t .
1.
Date:
'Mit card as well as trio roofing check fist. must be submitted tc
ji seven a. ays
—R29f 111321122PA2
Pam Structural roof comipone0ts
layers of shinq
Vertty that no more than 2 - les extst
N "AFlasbing for roof and walls
if nsov sheathing is installed Vefft that it is bated in the
permit aescription 4Valuat0jr, must be ad�lusiecl�
vefTfy sheathing nail pattern /S-ee Pallc_,y & Proceduresi
Cricizets and saddles vehefe needed
''ferry B vent must have boot same gauge as Pipe
Ver €y vent caps
Verity no flashings are damaged of rusted
Step flashing shall be Mir, of 4-,,,4 piece per shingle
ilei' scupPers allow for proper drainage
Ice and�vater shield 2 in heated wall spaces
Linderlayments must follow 2012 tRC 1'2012 IBC
Verdy roof slope for proper drainage
Dspedge shall have min of 2" Overlap
Dnpedge should extend down nun, 2" past roof cleck'
Dripedge shall be mechamcaty fastened 12" OC
90 1_.9 raU raofing shaJJ not be applied TO 1`001 Slopes
less than 2.12 slospe- Exception. detached garages.,
patios, carps, open on three sides wfth rrit.n. slope of
1 12
Modified Bitumen, EPON1, TPP min slope, V4.12 slot
insulation R-25
Above roof in
Below roof residential R-38
Ea
-32
Below roof commercial R
Modified Bitumen, EPDM TP O min slope V, '12 slope
must be installed in accardlancevrith the Manufacturers
specifications- Must have manutar-tures leftef 01
,tvarraribi with the address on the letter for final trispection
ship.01
Metal roof shingles shall not be installed on siop�e less
312
Metat valley flashing mall be the sanie material as: naof
Metal valley fia5hing shall la,&-terid a Min of 8-frorn the
centerfine, with a min of 3!4 " tigh splash diverter
rib built -gra at the flow fine v4th sections overlapping a
a min, of 4"
_"Ntes
Roofs \)Ikeguire encs
-tay. -shall have acoria 2-1_eZ 12 slope
So_ and concrete Ute
"iderlayment
9 apes 4.12 and under require dot; ble un
Company Name: JB ONS company Name: JBA NSULF,
1�. . -4 '.
Inspector Signature: Inspector Signature
Date of MID -ROOF inspection: Date of FINAL Inspection:
Ci
Page 2 of 2
The city of Wheat Ridge
The City of Wheat Ridge
inspection Checklist Notes
inspection Checklist Notes
—R29f 111321122PA2
Pam Structural roof comipone0ts
layers of shinq
Vertty that no more than 2 - les extst
N "AFlasbing for roof and walls
if nsov sheathing is installed Vefft that it is bated in the
permit aescription 4Valuat0jr, must be ad�lusiecl�
vefTfy sheathing nail pattern /S-ee Pallc_,y & Proceduresi
Cricizets and saddles vehefe needed
''ferry B vent must have boot same gauge as Pipe
Ver €y vent caps
Verity no flashings are damaged of rusted
Step flashing shall be Mir, of 4-,,,4 piece per shingle
ilei' scupPers allow for proper drainage
Ice and�vater shield 2 in heated wall spaces
Linderlayments must follow 2012 tRC 1'2012 IBC
Verdy roof slope for proper drainage
Dspedge shall have min of 2" Overlap
Dnpedge should extend down nun, 2" past roof cleck'
Dripedge shall be mechamcaty fastened 12" OC
90 1_.9 raU raofing shaJJ not be applied TO 1`001 Slopes
less than 2.12 slospe- Exception. detached garages.,
patios, carps, open on three sides wfth rrit.n. slope of
1 12
Modified Bitumen, EPON1, TPP min slope, V4.12 slot
insulation R-25
Above roof in
Below roof residential R-38
Ea
-32
Below roof commercial R
Modified Bitumen, EPDM TP O min slope V, '12 slope
must be installed in accardlancevrith the Manufacturers
specifications- Must have manutar-tures leftef 01
,tvarraribi with the address on the letter for final trispection
ship.01
Metal roof shingles shall not be installed on siop�e less
312
Metat valley flashing mall be the sanie material as: naof
Metal valley fia5hing shall la,&-terid a Min of 8-frorn the
centerfine, with a min of 3!4 " tigh splash diverter
rib built -gra at the flow fine v4th sections overlapping a
a min, of 4"
_"Ntes
Roofs \)Ikeguire encs
-tay. -shall have acoria 2-1_eZ 12 slope
So_ and concrete Ute
"iderlayment
9 apes 4.12 and under require dot; ble un
Company Name: JB ONS company Name: JBA NSULF,
1�. . -4 '.
Inspector Signature: Inspector Signature
Date of MID -ROOF inspection: Date of FINAL Inspection:
City of Wheat Ridge
Residential Roofing PERMIT - 201801948
PERMIT NO: 201801948 ISSUED: 07/09/2018
JOB ADDRESS: 3061 Fenton ST EXPIRES: 07/09/2019
JOB DESCRIPTION: Reroof remove and install Malarkey Legacy Asphalt Shingles with 35 squares.
Pitch 4/12, 6/12.
House, and 2 accessory dwellings.***3rd Party Inspector Required for 6/12
Pitch.
*** CONTACTS ***
OWNER (303)477-0214 PARKER JACK D
SUB (720)921-6717 Kurt Ulrich
170107 The Colorado Roofing Company
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,100.00
FEES
Total Valuation 0.00
Use Tax 275.10
Permit Fee 267.70
** TOTAL ** 542.80
*** COMMENTS ***
*** CONDITIONS ***
Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be
required for both the midroof and final inspections. The 3rd party inspection report AND
THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat
Ridge. The report MUST BE SIGNED by the Homeowner.
REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec.
R806. The installation of ridge venting requires the installation or existence of soffit
venting. For calculation purposes, one hat or turtle vent equal to one-half of one square
foot of opening.
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.
City of Wheat Ridge
Residential Roofing PERMIT - 201801948
PERMIT NO: 201801948 ISSUED: 07/09/2018
JOB ADDRESS: 3061 Fenton ST EXPIRES: 07/09/2019
JOB DESCRIPTION: Reroof remove and install Malarkey Legacy Asphalt Shingles with 35 squares.
Pitch 4/12, 6/12.
House, and 2 accessory dwellings.***3rd Party Inspector Required for 6/12
Pitch.
1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all xyorkt, ,be performed is disclosed in this document aid/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying)Tans 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 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.
ce 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
code or any c f4inance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chiehuilding Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Lagenia Reimer ZF
From:
no-reply@ci.wheatridge.co.us
Sent:
Monday, July 9, 2018 11:04 AM
To:
CommDev Permits
Subject:
Online Form Submittal: Residential Roofing Permit Application
Categories:
Gina
Residential Roofing Permit Application
v
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units 3- or 4- Units
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-4567)
3061 Fenton Street
Jack Parker L
303-477-0214
Property Owner Email
N/A
Address
Do you have a signed
Yes
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed
Jack Parker - Fenton.pdf
Contract
CONTRACTOR INFORMATION
Contractor Business
The Colorado Roofing Company, Ilc.
Name
Contractor's License
170107
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone
720-921-6717
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address
9 BLUE SAGE
(Primary address of your
business)
Contractor Email Address
info@coroofingco.com
Retype Contractor Email
info@coroofingco.com
Address
DESCRIPTION OF WORK
TOTAL SQUARES of
35
the entire scope of work:
Project Value (contract
13100
value or cost of ALL
materials and labor)
Are you re-decking the
No
roof?
Is the permit for a flat
Pitched roof (2:12 pitch or greater)
roof, pitched roof, or
2
both? (check all that
apply)
What is the specific pitch
of the PITCHED roof?
How many squares are
part of the PITCHED
roof?
6/12 "Z
8 35
Describe the roofing malarkey legacy
materials for the
PITCHED roof:
Type of material for the
PITCHED roof:
Provide any additional
detail here on the
description of work. (Is
this for a house or
garage? Etc)
Asphalt
1 house and 2 accessory dwellings =3 buildings
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
3
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
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Person Applying for Kurt Ulrich
Permit
Email not displaying correctly? View it in your browser.
City of Wheat Ridge
Residential Sewer Repair PERMIT - 201800418
PERMIT NO: 201800418 ISSUED: 02/12/2018
JOB ADDRESS: 3061 Fenton ST EXPIRES: 02/12/2019
JOB DESCRIPTION: Sewer line repair - 5 ft long spot repair in gravel driveway; installed
double cleanouts
*** CONTACTS ***
OWNER (303)477-0214 PARKER JACK D
SUB (303)215-1348 Brian Wilkie 060162 Apex Plumbing Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,100.00
FEES
Total Valuation 0.00
Use Tax 44.10
Permit Fee 93.35
** TOTAL ** 137.45
*** 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 Sewer Repair PERMIT - 201800418
PERMIT NO: 201800418 ISSUED: 02/12/2018
JOB ADDRESS: 3061 Fenton ST EXPIRES: 02/12/2019
J013 DESCRIPTION: Sewer line repair - 5 ft long spot repair in gravel driveway; installed
double cleanouts
I, by my signature, do hereby attest that the work to be
er
formed shall comply with all accompanying approved plans and specificationst
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the Iegal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
per�foprmed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing, and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit 9, all not be construed to be a permit for or an approval of, any violation of any provision of any
applicable code or any ,Yinance or r ulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
Wheat Midge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits(a-)_ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date: U I
Add to Permit #
Building Permit Revision/Amendment Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address:( i t�
Property Owner (please print): � ��, �� K� ; Phone&,.'5) qq'j- cf-s at
Property Owner Email:
Mailing Address: (if different than property address)
Address
City, State,
1-3
Contact Person: Mcg L %1�-- Phone:( 13C) 91
Contractor: /-/ lel
Contractors City License #:
Contractor E-mail Address:
�n
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).
L Description of revised/amended work:V�
t�
J UUC? P— � c`tu~- 1
Sq. Ft./LF
Amps
Btu's
Squares
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 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.
CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME: �'I�StiL;�,SIGNATURE: Y "�� �-' DATE: a (�
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
PROOF OF SUBMISSION FORMS
Fire Department ❑ Received ❑ Not Required
Water District ❑ Received
Sanitation District ❑ Received
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
❑ Not Required
11 Not Required Building Division Valuation: $
e �
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: C�Da S U <�-
Job Address: ,D (n F -e V\j.; rt) '_-7t
Permit Number: ac) �? o D 4 1
0
❑ No one available for inspection: Time \A_WPM
Re -Inspection required: Yes (DNo
When corrections have been made, call for re -inspection at 303-234-5933
A
Date: I ' 1 r6 Inspector: I
x %!
DO NOT REMOVE TFIIS NOTICE
INSPECTION RECORD
Inspection online form: http://www.ci.wheatridge.co.us/inspection
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Inspections will not be performed unless this card is posted on the project site
Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day
PERMIT: i-4--bO736_ ADDRESS: 3oL / Fe,ti�,, JOB CODE: `yam
Foundation Inspections
Date
Inspector
_. Comments
201 Electrical / Cable/ Conduit
Initials
-'
102 Caissons / Piers
103 Footing / P.E. Letter
104 Foundation Setback Cert.
,
105 Stem Walls
106 Foundation wall Insulation
307 Metal / Lath / Stucco
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground / Slab Inspections
Date
Inspector
Initials
Comments
201 Electrical / Cable/ Conduit
202 Sewer Underground Int.
203 Sewer Underground Ext.
204 Plumbing Underground Int.
205 Plumbing Underground Ext.
206 Water Underground
Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections
Rough Inspection
Date
Inspector
Initials
Comments
301 Rough Framing
302 Wall Sheathing
303 Roof Sheathing
304 Sheer Inspection
305 Insulation
306 Mid -Roof
307 Metal / Lath / Stucco
308 Rough Electrical Residential
309 Rough Electrical Commercial
310 Electrical Meter Residential
311 Electrical Meter Commercial
312 Temp. Const. Meter
313 Rough Plumbing Residential
314 Rough Plumbing Commercial
315 Shower Pan
SEE OVER FOR ADDITIONAL INSPECTIONS
PERMIT: '13>5- ADDRESS: 30&) • JOB CODE:
Rough Inspection (continued)
Date
Inspector
Initials
Comments
316 Rough Mechanical Residential
317 Rough Mechanical Commercial
318 Boiler / Furnace
319 Hot water tank
320 Drywall screw and Nail
321 Moisture board / shower walls
322 Rough Grading
323 Miscellaneous
Final Inspections
Date
Inspector
Initials
Comments
402 Gas Meter Release
403 Final Electrical Residential
404 Final Electrical Commercial
405 Final Mechanical Residential
406 Final Mechanical Commercial
407 Final Plumbing Residential
408 Final Plumbing Commercial
409 Final Roof
410 Final Window/Door
411 Landscape/Park/Planning*
Inspections from these entities shall be requested
one week in advance.
*For landscaping and parking inspections please
call 303-235-2846
**For ROW and drainage inspections please call
303-235-2861
***For fire inspections please contact the Fire
Protection District for your project.
412 Row/Drainage/Public Works**
413 Flood plain Inspection**
414 Fire Insp. / Fire Protection***
415 Public Works Final**
416 Storm Water Mgmt.**
417 Zoning Final Inspection*
418 Building Final Inspection
Note: All items must be completed and approved by Planning, Public Works, Fire and Building
before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not
constitute authorization of occupancy.
For Low Voltage permits please be sure that rough inspections are completed by the Fire District and
Electrical low voltage by the Building Division.
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: '20,551 /Gcs�c�� .�;9' a. 65-, �Xf'
Job Address: 3 ob l Fec/ Ao;)
Permit Number:
❑ No one available for inspection: Time AM/
Re -Inspection required: Yes /`No%)
When corrections have been made, call for re -inspection at 303-234-5933
Date:/c� - H- 17 Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Plumbing PERMIT - 201709315
PERMIT NO: 201709315 ISSUED: 11/29/2017
JOB ADDRESS: 3061 Fenton ST EXPIRES: 11/29/2018
JOB DESCRIPTION: New water service line 3/4' from meter pit to tap in street.
*** CONTACTS ***
OWNER (303)477-0214 PARKER JACK D
SUB (303)215-1348 Brian Wilkie 060162 Apex Plumbing Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,200.00
FEES
Total Valuation 0.00
Use Tax 25.20
Permit Fee 50.30
** TOTAL ** 75.50
*** COMMENTS ***
*** CONDITIONS ***
All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances
adopted by the City of Wheat Ridge. Work is subject to field inspections.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
apphca le 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 1 am le ally authorized to include al
i entities named within this document as partes to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
��e_'»K I� �
Signature of OWN 11or 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 Off-cial 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 ordma reg lati of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
W heat Midge
COMMUNITY 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 its(a)ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date: h(��(
Add to Permit
Building Permit Revision/Amendment Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 3��'��� `� s�
Property Owner (please print): PhoneC3n5) L\7� - oal`i
Property Owner Email:
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Submitting Company:
Contact Person: ` — Phone: -7 a -c- a-1 b 9
Contractor:
Contractors City License #: f,, t�; I (,, ' _ Phone:�3�J
Contractor E-mail Address:
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:
SeTV tLe- L►ti e 3/-,'
Sq. Ft./LF
Amps
Btu's
Squares
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 I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME: Ht -G IVp"11- >°S SIGNATURE: N� W— F' C }>>J DATE: \ 9
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: $
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number: 95-547
Date: 3/17/95
~~i1]
Property Owner: PARKER JACK D
Property Address: 3061 FENTON ST
Contractor License No.: 18139
Company: M K Roofing, Inc.
Phone: 477-0214
Phone: 458 8733
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value:
Permit Fee:
Use Tax:
I hereby certify that the setback distances proposed by this pennit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application. and that I assume full responSibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pennit.
Total:
$1,100.00
$27.00
$16.50
$43.50
(OWNER)(CONTRACTOR) SIGNED
DATE
Description:
REROOF
BUILDING DEPARTMENT USE ONLY
Approval:
Zoning:
Approval:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date :
Approval:
.
Expiration Date:
Approval:
Expiration Date :
Approval:
.
.
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City,
This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or
abandoned for a period of 120 days.
If this permit expires, a new permit may be acquired fora fee ofone-hatfthe amount normally required, provided no changes have been orwiH be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shaH notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of thel'ob.
The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions
or e building codes or a"l oth~r ordinance, law, rule or regulation.
. VU-:::' ~/ /0'~1--
hief Building Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234.5933 24 HOURS PRIOR TO INSPECTION
(1)
(2)
(3)
(4)
(5)
(6)
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Application Number:
Date: '3 - I ':j - q s-
:Tc.-< ~ ~c-R\~~
'30(,1 ~"-"--\c,,,,,
Property Owner:
Property Address:
Contractor License No. .
Company: 1'\ 1'- \<,oos,: .;.-,'" ,~"' (
I'
Phone: Li -, 7 . (yz I <.f
Phone: L( ~8 . 877<.,
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
covel1ants, 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 t assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit
(OWNER)(CONTRACTOR)SIGNED'~ o..~'C-eJ2 DATES 11'9~
lJ~,d1o \ .
Description: K='~ _('5--{c.b S~~'3~ b( Tc..",kc>
\ \
Construction Value:
Permit Fee:
1.100 .!:lO
Oi 7- c-d
I b< :c,--;:J
Y;;;'SZi
Use Tax:
Total:
BUILDING DEPARTMENT USE ONLY
_m.m.fll~ml.1.l!'l1l;!J,;
Approval:
Zoning:
-1II11i1li:~mllhts;
~~_-I""'.=
Approval:
.l[C!m"M~9".mm!!l~;
Approval:
Occupancy: Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No .
Company'
Expiration Date:
Approval:
.-J iIIIIlIl!I!!B"qulredr
Expiration Date'
Approval.
Plans Required
Mechanical License No :
Company:
Expiration Date:
Approval:
.J
This permit was issued in accordance With the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Coloraao or any other applicable ordinances of the City
This permit shall expire If (A) the work authOrized IS not commenced Within SIXty (60) days from Issue date or (B) the building authorized is suspended or
abandoned for a penod of 120 days
If this permIt expires, a new permit may be acaulred 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 aoandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year. full fees shall be paid for a new permit
No work of any manner shall be done that Will change the nalural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty-four i24) hours In advance for all inspections and shaH receive written approval on inspection card before
proceed ling With successl"-.le phases of the JOb
The issuance of a permit or the approval of draWings and soecifications 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 iaw. rule or regulation
(1)
(2)
(3)
(4)
(5)
(5)
Chief Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION