HomeMy WebLinkAbout4050 Miller Streetr� vt q75
10/21/2020
Complete Basement Systems
11795 East 45th Ave.
Denver, CO 80239
RE: Job Number 2020-8391
Site Observation Visit (Camp - 148774)
4050 Miller St.
Wheat Ridge, CO 80033
OL ENGINEERING. INC
9100 W Jewell Ave
Lakewood, CO 80232
720-440-9450
www.dlengineer.com
DL Engineering Inc. reviewed the progress of construction for the subject project on October 20, 2020.
The following is a summary of the observations made:
New Observations:
• Reviewed the helical piers. There were 4 piers installed on the center beam lines of the
structural subfloor north wall spaced at approximately 11' o.c.
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.
o The mono posts were not installed due to spacing limitations in the crawlspace.
This was approved by the engineer on record.
• 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.
yo.Sro A4 ,1( bad �;,4
Pei-"4;.�- aoeo r l iS
ENCINEERING, INC
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
gpalmieri@dlengineer.com.
Sincerely,
Giovanni Palmieri, EI
Under the direct supervision of,
Jim Slama, PE
JAMES N ON: CN=.TAMES NJ SLAMA_StAMA
E=JSLAMA@ DLENGI NEER.COM
SLA
Reason 1 the author of this tlocumenf
Location:
Data: 2020- '12
0048580
SCA)
2
� ► � i City of Wheat Ridge
Residential Foundation Repair PERMIT - 202001975
PERMIT NO: 202001975 ISSUED: 10/02/2020
JOB ADDRESS: 4050 Miller St EXPIRES: 10/02/2021
JOB DESCRIPTION: Interior, Install (4) helical piers with pier caps and (4) new mono posts
at the center beam lines.
*** CONTACTS ***
OWNER (303)870-2170
CAMP EDWARD JOYCE
SUB (303)805-8751
RODNEY MARTIN
060125 COMPLETE
BASEMENT SYSTEMS
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE:
UA / Unassigned
SUBDIVISION CODE:
UA / Unassigned
BLOCK/LOT#:
0 /
*** FEE SUMMARY ***
ESTIMATED
PROJECT VALUATION:
61400.00
FEES
Total Valuation
0.00
Plan Review Fee
101.89
Use Tax
134.40
Permit Fee
156.75
** TOTAL **
393.04
*** 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.
1* � � i City of Wheat Ridge
Residential Foundation Repair PERMIT - 202001975
PERMIT NO: 202001975 ISSUED: 10/02/2020
JOB ADDRESS: 4050 Miller St EXPIRES: 10/02/2021
JOB DESCRIPTION: Interior, Install (4) helical piers with pier caps and (4) new mono posts
at the center beam lines.
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
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: F / G F IN
Job Address: `/ O S a /" %v -e r` .S
Permit Number: "2.C72!0 o/ '`� 7__�;
❑ No one available for inspection: Time lz2/ 10 ,IMYPM
Re -Inspection required: Yes,
*When corrections have been made, schedule for re -inspection online at:
http✓/www. ci, wheatridge, co. uslinspection
Date: A0 -71-70e'O Inspector: SLS
DO NOT REMOVE THIS NOTICE
no change to valuation
From: no-reolv(alci.wheatridae.m. us
To: CommDev Perm is
Subject: Online Form Submittal: Foundation Repair
Date: Thursday, October 1, 2020 8:55:40 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 4050 Miller Street
Property Owner Name Camp, Edward Joyce
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) 870-2170
ecamp80l9@aol.com
Wheat Ridae Payment Form.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 - Greg Knapp
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 Interior, Install (4) helical piers with pier caps and (4) new mono
posts at the center beam lines
How is repair being helical piers
done? Piers, strips, etc.
# of Piers or Strips 4
Upload engineer letter Observation Letter 4050 MillerSt.ndf
or pages on 8 1/2" x
11" only
Repair Plan Set on Plans 4050 Miller St ndf
11'x17" only - if
applicable
Project Value (contract 6400 ok 10/02/2020 bf
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
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 COMPLETE BASEMENT SYSTEMS INC
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.
INDEX:
S1-1 GENERAL NOTES
S1-2 GENERAL NOTES
S1-3 GENERAL NOTES
S14 GENERAL NOTES / LEGEND
S2-1 FOUNDATION PLAN
S3-1 TYP. HELICAL PIER AND MONO POST DETAIL
BUILDER INFORMATION:
Complete Basement Systems
11795 East 45th Ave.
Denver, CO 80239
720-487-9568
Scope of Work -
1 .
ork:1. Install (4) new helical piers with pier caps and (4) new mono posts at the center beam lines of the structural subfloor to
support the main steel beams.
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:
DATE:
JOB #:
DL ENGINEERING INC.
2.
9/30/2020
2020-8391
9100 W. JEWELL AVENUE
FOUNDATION STABILIZATION AT
2.2.
Floor 12psf
2.3.
LAKEWOOD, CO 80232
4050 MILLER ST.
REVISION DATE:
PAGE
OF
720-440-9450
WHEAT RIDGE, CO 80033
S1-1
6
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER: CAMP (148774)
4.1.
Ground/Snow snow load 30psf
GP
JS
INDEX:
S1-1 GENERAL NOTES
S1-2 GENERAL NOTES
S1-3 GENERAL NOTES
S14 GENERAL NOTES / LEGEND
S2-1 FOUNDATION PLAN
S3-1 TYP. HELICAL PIER AND MONO POST DETAIL
BUILDER INFORMATION:
Complete Basement Systems
11795 East 45th Ave.
Denver, CO 80239
720-487-9568
Scope of Work -
1 .
ork:1. Install (4) new helical piers with pier caps and (4) new mono posts at the center beam lines of the structural subfloor to
support the main steel beams.
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
2.
Dead loads
2.1.
Roof 20psf
2.2.
Floor 12psf
2.3.
Walls 10psf
3.
Live loads
3.1.
Residential40psf
3.2.
Roof 20psf
4.
Snow loads
4.1.
Ground/Snow snow load 30psf
N00 LIC
5.
Wind loads
5.1
►d
Exposure Category C
v : : O
5.2
135 mph Ultimate Wind Speed Wheat Ridge
��
0048580
6.
Seismic Loads
Building
6.1
Seismic Design Category: B
I�'�<v�
6.2
Site Class: "D" per USGS
ONAL
7.
Soil Bearing Capacity = 1,500 psf (assumed)
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 FP3BA 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.
Special Inspections
1. Special inspections shall be provided per the requirements in the UES Evaluation Report #391, Section 3.3 as well as the
requirements of the 2018 IBC Section 1705.9.
Cast -in -Place Concrete oWheatRidge
1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" (ACI 318-05/3181
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.
O N. SZ*.
7,
0048580
DATE:
JOB #:
DL ENGINEERING INC.
9/30/2020
2020-8391
9100 W. JEWELL AVENUE
FOUNDATION STABILIZATION AT
LAKEWOOD, CO 80232
4050 MILLER ST.
REVISION DATE:
PAGE
OF
720-440-9450
WHEAT RIDGE, CO 80033
S1-2
6
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER: CAMP (148774)
GP
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 FP3BA 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.
Special Inspections
1. Special inspections shall be provided per the requirements in the UES Evaluation Report #391, Section 3.3 as well as the
requirements of the 2018 IBC Section 1705.9.
Cast -in -Place Concrete oWheatRidge
1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" (ACI 318-05/3181
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.
O N. SZ*.
7,
0048580
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 3/",
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
general system repair, although more costly, would greatly reduce the risk of future o�p,GO•L/CF,
foundation damage and movement. It is our understanding that the Owner would not ��S N.
like to pursue this repair option. v :"T �•, p
0048580
City of
W
heatge �o,�o i I 4v
or ss/4NAL ��
DATE:
JOB #:
DL ENGINEERING INC.
9/30/2020
2020-8391
9100 W. JEWELL AVENUE
FOUNDATION STABILIZATION AT
LAKEWOOD, CO 80232
4050 MILLER ST.
REVISION DATE:
PAGE
of
720-440-9450
WHEAT RIDGE, CO 80033
S1-3
6
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER: CAMP (148774)
GP
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- & 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 3/",
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
general system repair, although more costly, would greatly reduce the risk of future o�p,GO•L/CF,
foundation damage and movement. It is our understanding that the Owner would not ��S N.
like to pursue this repair option. v :"T �•, p
0048580
City of
W
heatge �o,�o i I 4v
or ss/4NAL ��
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 surface/subsurface 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 properly 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, indemnify 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 f- PIER #
(xxxx#)
LOAD ON PIER
HELICAL PIER
PIER #
H. P. #x
(xxxx#)
_� LOAD ON PIER
WALL ANCHOR
W.A. #x ANCHOR #
WALL BRACE
W.B. #x BRACE #
CARBON FIBER
DATE:
JOB #:
DL ENGINEERING INC.
Wheat Ridge
9/30/2020
2020-8391
9100 W. JEWELL AVENUE
FOUNDATION STABILIZATION AT
_� LOAD ON PIER
LAKEWOOD, CO 80232
4050 MILLER ST.
REVISION DATE:
PAGE
OF
720-440-9450
WHEAT RIDGE, CO 80033
S1-4
6
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER: CAMP (148774)
GP
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 surface/subsurface 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 properly 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, indemnify 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 f- PIER #
(xxxx#)
LOAD ON PIER
HELICAL PIER
PIER #
H. P. #x
(xxxx#)
_� LOAD ON PIER
WALL ANCHOR
W.A. #x ANCHOR #
WALL BRACE
W.B. #x BRACE #
CARBON FIBER
C.F. #x �- CARBON FIBER #°�
city
MONO POST
Wheat Ridge
M. P. #x i- POST #
Building Divison
(xxxx#)
_� LOAD ON PIER
Oma. •��' • N ..S�y NOO LIC
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0048580
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otOUNDATION PLAN
(E) HOUSE/
BASEMENT
NOTES:
1. SEE SHEETS S1-1 THROUGH S1-4 FOR GENERAL NOTES.
2. INSTALL HELICAL PIERS AND MONO POSTS PER PLAN.
of a'
FRONT OF
HOUSE
N
N
0
0
0048580
DATE:
JOB #:
DL ENGINEERING INC.
9/30/2020
2020-8391
9100 W. JEWELL AVENUE
FOUNDATION STABILIZATION AT
LAKEWOOD, CO 80232
4050 MILLER ST.
REVISION DATE:
PAGE
OF
720-440-9450
WHEAT RIDGE, CO 80033
S2-1
6
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER: CAMP (148774)
GP
JS
IfI
CA/)
ti
0
otOUNDATION PLAN
(E) HOUSE/
BASEMENT
NOTES:
1. SEE SHEETS S1-1 THROUGH S1-4 FOR GENERAL NOTES.
2. INSTALL HELICAL PIERS AND MONO POSTS PER PLAN.
of a'
FRONT OF
HOUSE
N
N
0
0
0048580
ALL WORK SHALL COMPLY WITH
2018 IRC, 2018 IECC, 2020 NEC,
COLORADO PLUMBING CODE
ATTACH THE TOP PLATE TO THE
BEAM PER MANUFACTURER
INSTRUCTIONS
OR MIN. (4) 2" SCREWS
SJ350TP (TOP PLATE)
%2"x5.00"x6.00" ASTM A36 PLATE
W/ 1.75" DIA. x 0.25" WALL x 1.38"
LONG ASTM A53 GRADE B
CONFINING RING
`I f,
city of
COW heat Rage
MMUNnY DEVELOPMENT
APPROVED
Reviewed for Code Compliance
BRANDON F 10/02/2020
Plans Examiner Date
Valldity 0 penah: The issaancs of o paprtlt or gpprovd of plans specp=wns
and compumtronv shaft not be a pemR for, or on approval of, any vaorobon to
any of the provlslons of the baking code or of o,W City ordinances. permits
presumng to gfw outhorlty to vsolole or cancel the pro istmis of tele fudding
coda or other ordrnoneerof due Crly shuH not be raid.
AN IN SPEC TION BY THE CITY OF
WHEAT RIDGE ISNPECTORS IS
REQUIRED PRIOR TO BACKFILLING.
ENGINEER OBSERVATION LETTER IS
REQUIRED FOR FINAL INSPECTION.
(E) JOIST
(E) BEAM
FIELD VERIFY
B.O. (E) BEAM
(N) INTELLIJACK MONO POST
BY INDEPENDENCE MATERIALS GROUP
3.50" OD x 0.165" THICK TUBE
YIELD STR = 50 KSI (MIN)
TENSILE STR = 55 KSI (MIN)
FIELD CUT TO LENGTH
SJ350BP (BOTTOM PLATE)
%2'x3.50" SQUARE ASTM A36 PLATE
W/ 3.13" DIA. x 0.187" WALL x 0.75" LONG
ASTMA53 GRADE B CONFINING RING
FIELD VERIFY
T.O. (E) SOIL
H.P. PIER CAP
LU
H.P. CAP
> ATTACHMENT
w O BY GRIP TITE
U �
Q w (N) HELICAL PIER,
v GRIP TITE: MODEL GTRDS2875-0203 W/
= w FP3BA RETROFIT BRACKET
11J
0
INSTALL W/ PRO -DIG X9 TORQUE HEAD TO
4,800 FT -LBS TORQUE MAX.
2,010 FT -LBS TORQUE MIN.
TYP. HELICAL PIER AND MONO POST
1/211 = 11-011
City of
°. 2' Wheat Ridge
Building Nwh on
0
o�NO LIC 4
per' •F's •N •SZ* �s�
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0048580
o,�o•% I � 1 •`��v
ss/ONAL ��G
DATE:
JOB #:
DL ENGINEERING INC.
9/30/2020
2020-8391
9100 W. JEWELL AVENUE
FOUNDATION STABILIZATION AT
LAKEWOOD, CO 80232
4050 MILLER ST.
REVISION DATE:
PAGE
OF
720-440-9450
WHEAT RIDGE, CO 80033
S3-1
6
BY:
CHECKED BY:
WWW.DLENGINEER.COM
OWNER: CAMP (148774)
GP
JS
ALL WORK SHALL COMPLY WITH
2018 IRC, 2018 IECC, 2020 NEC,
COLORADO PLUMBING CODE
ATTACH THE TOP PLATE TO THE
BEAM PER MANUFACTURER
INSTRUCTIONS
OR MIN. (4) 2" SCREWS
SJ350TP (TOP PLATE)
%2"x5.00"x6.00" ASTM A36 PLATE
W/ 1.75" DIA. x 0.25" WALL x 1.38"
LONG ASTM A53 GRADE B
CONFINING RING
`I f,
city of
COW heat Rage
MMUNnY DEVELOPMENT
APPROVED
Reviewed for Code Compliance
BRANDON F 10/02/2020
Plans Examiner Date
Valldity 0 penah: The issaancs of o paprtlt or gpprovd of plans specp=wns
and compumtronv shaft not be a pemR for, or on approval of, any vaorobon to
any of the provlslons of the baking code or of o,W City ordinances. permits
presumng to gfw outhorlty to vsolole or cancel the pro istmis of tele fudding
coda or other ordrnoneerof due Crly shuH not be raid.
AN IN SPEC TION BY THE CITY OF
WHEAT RIDGE ISNPECTORS IS
REQUIRED PRIOR TO BACKFILLING.
ENGINEER OBSERVATION LETTER IS
REQUIRED FOR FINAL INSPECTION.
(E) JOIST
(E) BEAM
FIELD VERIFY
B.O. (E) BEAM
(N) INTELLIJACK MONO POST
BY INDEPENDENCE MATERIALS GROUP
3.50" OD x 0.165" THICK TUBE
YIELD STR = 50 KSI (MIN)
TENSILE STR = 55 KSI (MIN)
FIELD CUT TO LENGTH
SJ350BP (BOTTOM PLATE)
%2'x3.50" SQUARE ASTM A36 PLATE
W/ 3.13" DIA. x 0.187" WALL x 0.75" LONG
ASTMA53 GRADE B CONFINING RING
FIELD VERIFY
T.O. (E) SOIL
H.P. PIER CAP
LU
H.P. CAP
> ATTACHMENT
w O BY GRIP TITE
U �
Q w (N) HELICAL PIER,
v GRIP TITE: MODEL GTRDS2875-0203 W/
= w FP3BA RETROFIT BRACKET
11J
0
INSTALL W/ PRO -DIG X9 TORQUE HEAD TO
4,800 FT -LBS TORQUE MAX.
2,010 FT -LBS TORQUE MIN.
TYP. HELICAL PIER AND MONO POST
1/211 = 11-011
City of
°. 2' Wheat Ridge
Building Nwh on
0
o�NO LIC 4
per' •F's •N •SZ* �s�
:> v•
0048580
o,�o•% I � 1 •`��v
ss/ONAL ��G
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
9/30/2020
RE: Job# 2020-8391
4050 Miller St.
Wheat Ridge, CO 80033
As requested, a site visit and observation were performed at the property located at the address
above on 9/22/2020 at approximately 3:00 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 basement and a crawlspace located in an
established neighborhood. The building is assumed to have been built in 1998 (based on an online
search of the Jefferson County Assessors records).
The foundation is constructed of concrete and is assumed to be on caissons. The house appears
to be constructed of wood with lap siding and partial 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 south.
Observations
• Bowing of the floor joists in the crawlspace
• Beam posts are not centered on the concrete caissons and are bearing with metal shims.
The concrete is eroded and spalling
• Floor joist is bearing on the beam with metal shims and not an additional 2x plate
• Cracking in the foundation wall in the basement
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 or vapor barrier which limited view to the
concrete to observe any cracks in these areas.
• The interior caissons are degraded. The concrete is eroded and spalling. The cause of this
is not known. However, it is conservative to assume the erosion and spalling will continue.
Replacement with helical piers adjacent to the existing concrete caissons is warranted.
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 following is a prioritized list of recommended repairs that
should be made to stabilize the foundation:
• Install (4) new helical piers with pier caps and (4) new mono posts at the center beam
lines of the structural subfloor to support the main steel beams.
1
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
• Monitor the home for further signs of vertical movement. These signs may include new
or worsening cracks in the interior finishes, new or worsening cracks in the foundation,
floors that become more out of level, and/or doors and windows that become difficult to
operate. If further signs of vertical movement are observed, the homeowner should
contact DL Engineering for further assessment.
• 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.
• With any vertical foundation movement, the only way to ensure complete stability is to
fully underpin the entire foundation. This observation only addresses the areas that
appear to be actively moving.
Best Practices for Foundation Maintenance
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
movement of a structure; however, they are prudent steps to avoid the contraction and expansion
of the soil due to changing moisture content. 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.
7
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
Figure 1: Bowing of the floor joists in the crowlspoce
Figure 2: View of the crowlspoce
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
Figure 3: View of the crawlspace
Figure 4: View of the crawlspace
U1
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
Figure 5: View of the crowlspace
Figure 6., Beam posts are not centered on the concrete caissons and are bearing with metal shims. The concrete is
eroded and spoiling
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
Figure 7: Floorjoist is bearing on the beam with metal shims and not on additional 2x plate
Figure 8: Bowing of the floor joists in the crowlspace
OL ENGINEERING. INC.
9100 W Jewell Ave
Lakewood, CO 80232
720-440-9450
www.dlengineer.com
Figure 9: Bowing of the floorjoists in the crowlspace
Figure 10., Beam posts are not centered on the concrete caissons and are bearing with metal shims. The concrete is
eroded and spoiling
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
Figure 11: The concrete caisson is eroded and spoiling
Figure 12: View of the crowlspace
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
Figure 13: The concrete caisson is eroded and spoiling
Figure 14: View of the crowlspace
CR7d
Wheat Ridge
euldirg til
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
Figure 15: View of the crowlspace
Figure 16: View of the basement. Remove and replace the post
10
7
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING. INC.
720-440-9450
www.dlengineer.com
Figure 17: View of the basement
Figure 18: View of the basement
11
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING, INC.
720-440-9450
www.dlengineer.com
Figure 19: View of the basement
Figure 20: Cracking in the foundation wall in the basement
12
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL ENGINEERING, INC.
720-440-9450
www.dlengineer.com
Figure 21: Cracking in the foundation wall in the basement
Figure 22: Existing beam pocket
13
:-7
9100 W Jewell Ave
—
Lakewood, CO 80232
OL 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
islama Pdlengineer.com
Sincerely,
Jim Slama, PE
a
N-
C -)
.S
U
> 7-
0048580
14
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
E -Res. Window Replacement PERMIT - 202001437
202001437
4050 Miller St
Replacing 4 windows
U -value is .30
ISSUED: 07/30/2020
EXPIRES: 07/30/2021
*** CONTACTS ***
OWNER (303)870-2170 CAMP EDWARD W
SUB (303)945-1519 MATTHEW SEILER 180220 SEILER CONSTRUCTION
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2426 / PATIO HOMES/CAMBRIDGE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,886.00
FEES
Window Replacement 50.00
Total Valuation 0.00
Use Tax 228.61
** TOTAL ** 278.61
*** COMMENTS ***
*** CONDITIONS ***
Both the front and back of this permit are required to be posted on the job site at all
times. If the complete permit is not present, inspections WILL NOT be performed.
Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section
134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of
which require a building permit, occurs or where one or more rooms lawfully used for
sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen
feet of the entrance to each room lawfully used for sleeping purposes.
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
E -Res. Window Replacement PERMIT - 202001437
202001437
4050 Miller St
Replacing 4 windows
U -value is .30
ISSUED: 07/30/2020
EXPIRES: 07/30/2021
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed 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 maybe subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees 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. TV711fuance or gra ,f g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
a a de or 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.
Dina Kemp <*Ij-6 A Q�)L/ a
From: no-reply@ci.wheatridge.co.us
Sent: Wednesday, July 29, 2020 3:19 PM
To: CommDev Permits
Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application
Categories: Dina
Residential Window/Door Replacement Permit Application
This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and
DOORS - LIKE FOR LIKE ONLY.
YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND
WINDOW/DOOR CUTSHEET (SPEC SHEET) 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 Yes
replacement window(s)
and/or door(s) like for
like?
PROPERTY INFORMATION
Property Address
Property Owner Name
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**
4050 Miller St
Edward Camp
303-870-2170
Field not completed.
camp cc auth.pdf
CONTRACTOR INFORMATION
1
Contractor Business Seiler Construction
Name
Contractor's License 180220
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone 303-945-1519
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Email Address mbeaudoin@renewalcolorado.com
Retype Contractor Email mbeaudoin@renewalcolorado.com
Address
DESCRIPTION OF WORK
Number of window 4 windows
and/or doors being
replaced
Location of 1 front, 3 bay
windows)/door(s) being
replaced (for example,
master bedroom, kitchen,
bathroom, etc):
What is the u -value of the .30 or better
window(s)/door(s)? City
of Wheat Ridge requires
the u -value to be .32 or
better on windows..
Attach copy of camp specs.pdf
window/door cut sheets
showing sizes and u -value
Project Value (contract 10886
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
z
under any permit
issued based on this
application.
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
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Person Applying for Mackenzie Beaudoin
Permit
Email not displaying correctly? View it in your browser.
5/23/2019
Complete Basement Systems
11795 East 45' Ave.
Denver, CO 80239
RE: Job Number 2018-5664
4050 Miller St.
Wheat Ridge, CO 80033
OL ENGINEERING. INC-
.-, _ .- -__ - 11 -
2750 S. WAOSWORIB 8E4 SUITED 207
DWR. L0 88227
720 443 9450
N
DL Engineering Inc. reviewed the progress of construction for the subject project on May 17, 2019. The
following is a summary of the observations made:
New Observations:
• Reviewed the helical piers. There were 3 piers installed at the south west corner of the
house (front patio) spaced at approximately 7' to 8' o.c.
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.
o Monoposts were installed on top of the eastern 2 helical piers. The base of the
monoposts were welded to the helical piers and top plate was screwed to the
porch header. This was an addition to the project that was not shown on the
original engineering drawings. The engineer approves of the monoposts as
observed in the field.
• 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.
1
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
islama@DLEngineer.com.
Sincerely,
Jim Slama, PE
Under the direct supervision of,
Daniel LeMier, PE
Digitally signed by Daniel
D l LeMier
DN: CN --Daniel LeMier, 0--DLanie
Engineering Inc.,
E-dlemier@dlengmeer
■ Reason: I am appro is
LeM�ero°to°t
Date 2019-0 QW N W �4t
35393
2
44M0PM"ii•
OL ENGINEERING. INC.
2150S WAM911IN 9I.tl0 SU17E 8 20
OEAYER. CO 80227
720-Ad0-9150
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
islama@DLEngineer.com.
Sincerely,
Jim Slama, PE
Under the direct supervision of,
Daniel LeMier, PE
Digitally signed by Daniel
D l LeMier
DN: CN --Daniel LeMier, 0--DLanie
Engineering Inc.,
E-dlemier@dlengmeer
■ Reason: I am appro is
LeM�ero°to°t
Date 2019-0 QW N W �4t
35393
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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: e. ,\C, U \-C,
❑ No one available for inspection: Time i' AM/PM
i
Re -Inspection required: Yes/ No
When corrections have been made, call for re -inspection at 303-234-5933
Date: c-> ql ` 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
r"
Inspection Type: �"� r` c i
Job Address: m
Permit Number: Do a i o o I k, 1�
❑ No one available for inspection: Time AM/PM
Re -Inspection required:; NO
When corrections have been made, call for re -inspection at 303-234-5933
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:
Job Address: LA U 'S'O m
Permit Number: c) U` 9 0 &:
❑ No one available for inspection: Time ,AM/PM
Re -Inspection required: (es)No
When corrections have been made, call for re -inspection at 303-234-5933
Date: C,
k 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:
Job Address: LAC) ` "O r7 -,-
Permit Number: C� U\ 9 () L)a U U
❑ No one available for inspection: Time �,4M/PM
Re -Inspection required: es No
When corrections have been made, call for re -inspection at 303-234-5933
Date:_"s d G , i � Inspector: - -J-
DO
-
DO NOT REMOVE THIS NOTICE
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
I, by m signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications=
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this ermit. I further attest that I am legally authorized to include 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.
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 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 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 ho der shall notify the Building and Inspection Services Dlvlsion 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 is ce or grantin ' f a permit shall not be constryed to be a permit for, or an approval of, any violation of any provision of any
apph b cods or any r inance or regulation of thi�j�Jgdiction. Approval of work is subject to field inspection.
'5I2 -I 1 9
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 Ridge
Residential Foundation Repair
PERMIT - 201900866
PERMIT NO:
201900866
ISSUED:
05/02/2019
JOB ADDRESS:
4050 Miller St
EXPIRES:
05/01/2020
JOB DESCRIPTION:
Residential foundation repair on 3
helical piers.
*** CONTACTS ***
OWNER (303)423-1905 CAMP EDWARD W
SUB (303)805-8751 Rodney Martin
060125 Complete
Basement Systems
*** PARCEL INFO
***
ZONE CODE:
UA / Unassigned
USE:
UA J Unassigned
SUBDIVISION CODE: 2426 / PATIO HOMES/CAMBRIDGE
BLOCK/LOT#:
0 /
*** FEE SUMMARY
*** ESTIMATED PROJECT VALUATION:
4,650.00
FEES
Total Valuation
0.00
Plan Review Fee
81.28
Use Tax
97.65
Permit Fee
125.05
** TOTAL **
303.98
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
I, by m signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications=
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this ermit. I further attest that I am legally authorized to include 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.
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 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 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 ho der shall notify the Building and Inspection Services Dlvlsion 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 is ce or grantin ' f a permit shall not be constryed to be a permit for, or an approval of, any violation of any provision of any
apph b cods or any r inance or regulation of thi�j�Jgdiction. Approval of work is subject to field inspection.
'5I2 -I 1 9
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
C ommuNITy DEVELOPMENT
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits d.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit #
Plan Review Fee:Zg-
�4Y7
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 4050 MILLER ST
Property Owner (please print): EDWARD AND JOYCE CAMP Phone: 303-423-1905
Property Owner Email: ECAMP8019(a)AOL.COM
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Architect/Engineer: DL ENGINEERING
Architect/Engineer E-mail: khoiness(ci_)dlengineer.com Phone: 720-440-9450
Contractor: Rod Martin's Complete Basement Svstems
Contractors City License #: 60125 Phone: 303-805-8751
Contractor E-mail Address: Sara. hasse(a_)completebasementsystems.net
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print): Sara Hasse Phone: 303-805-8751
CONTACT EMAIL(please print): Sara. hasse(a_completebasementsystems.net
Sub Contractors:
Electrical:
W.R. City License #
Plumbing:
W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License #
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL 2 RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL 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.)
Sq. FULF
Amps
3 HELICAL PIERS
Btu's
Gallons
Squares Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$ 4,650
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 pen -nit 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)
Signature (first and last name): litly ye' DATE: 05/02/2019
DEPARTMENT USE ONLY el? ZONING COMMENTS: DEPARTMENT
CLASSIFICATION:
Reviewer:
BUILDING DEPARTM T COMMENTS:
Revie er:
s jzec �
PC
Building Division Valuation: $ ti (55b
1/16/2019
RE: Job# 2018-5664
4050 Miller St
Wheat Ridge, CO 80033
4 9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
RECDI ED
As requested, a site visit and observation were performed at the property located at the address
above on 12/6/2018 at approximately 12:00 p.m. by Daniel Lemier, PE and Kelly Hoiness, 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 building is assumed to be built in 1998 (based on an online search of the
Jefferson County Assessors records).
The foundation is constructed of concrete and is assumed to be on caissons. The building appears
to be constructed of wood with lap siding and partial brick veneer. The observation was visual and
limited to the exterior of the house. No observation was performed on the roof structure. For
purposes of this report we assume that the house faces west.
Observations
• Cracking of the brick veneer bordering the house at the front porch
• Separation between the brick veneer on porch columns and the porch handrail siding
• Settling of porch columns
• Separation of lower brick veneer portion of porch columns from the upper, siding clad,
portion of the porch columns
• Settling of concrete porch slab
Recommendations
The cracks observed in the porch 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:
1. Install (3) new helical piers with pier caps, one at each porch column location, to mitigate
vertical movement.
• Verify that each column location provides a continuous support between the column
foundation and the roof supporting member above. We were unable to confirm if an
interior column existed at the time of the visit since the columns have a brick and siding
veneer. Presently the brick portion of the column is separating from the siding -clad
portion as a result of the settlement, and therefore if an interior support does not exist
then there is no continuous support from the foundation to roof. Because these column
..pyof
1 gat R,d9e
Buila�n9 O'�Jso,.;
(�1 Orb
are supporting roof loads, a continuous support should be installed if there is not an
existing one.
• Install Polyl-evel material under portions of slab and flat work that have settled.
• 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 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.
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC.
720-440-9450
www.dlengineer.com
are supporting roof loads, a continuous support should be installed if there is not an
existing one.
• Install Polyl-evel material under portions of slab and flat work that have settled.
• 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 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.
-71
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
Figure 1: Cracking of the brick veneer bordering the house at the front porch
Figure 2: Separation between the brick veneer on porch columns and the porch handrail siding
City of
what Ridge
Nam
no 9100 W Jewell Ave
Lakewood, CO 80232
DL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
Figure 3: Settling of concrete porch slab and columns
Figure 4: Settling of concrete porch slab
crtY Of
What Ridge
1
no
CIL ENGINEERING, INC.
II3^90
Figure 5: Separation of siding and brick veneer, front porch
VWX
whom
Figure 6: Settling of concrete porch slab and cracking of brick veneer
9100 W Jewell Ave
Lakewood, CO 80232
720-440-9450
www.dlengineer.com
!:ity of ,
LVhs?at Ridge
Figure 7: Settling of porch columns
Figure 8: Settling of concrete porch slab
We 99=90
city or
Wheat Rage
Ave
Vq��9100Wwell
Lakewood,Lakewokewo oddso
C080232
OL ENGINEERING, INC.
720-440-9450
www.dlengineer.com
Figure 7: Settling of porch columns
Figure 8: Settling of concrete porch slab
We 99=90
city or
Wheat Rage
Figure 9: Cracking of the brick veneer bordering the house at the front porch
Figure 10: Cracking of the brick veneer bordering the house at the front porch
7 �tty o� ,
gat &idee
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC.
720-440-9450
www.dlengineer.com
Figure 9: Cracking of the brick veneer bordering the house at the front porch
Figure 10: Cracking of the brick veneer bordering the house at the front porch
7 �tty o� ,
gat &idee
04-1
4-0" 9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
t ¢r
f
jA +f 1
a r>
Figure 11: Separation between the brick veneer on porch columns and the porch handrail siding
Figure 12: Separation between the brick veneer on porch columns and the porch handrail siding
City Ot
8
'Wheat Ridg,
,u"ding Oivison.
Figure 13: Front of house
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
khoiness@dlengineer.com 1,c-cvr_
Sincerely,
Kelly Hoiness, PE
Uz
FICO
0054409 N
ONA1.
EXP. 10/31/19
City of
Whe,A Ridge
tiding
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC.
720-440-9450
www.dlengineer.com
Figure 13: Front of house
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
khoiness@dlengineer.com 1,c-cvr_
Sincerely,
Kelly Hoiness, PE
Uz
FICO
0054409 N
ONA1.
EXP. 10/31/19
City of
Whe,A Ridge
tiding
HP BRACKET
(E) PORCH COLUMNS
(E) PORCH SLAB
° <4
REVISIONS
DATE
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FV ED Q --
3 —'
4 10►4i
w City of
-� Wh��ar T.dge
(E) FOUNDATION COMMUNI1Y INN i IOPMtN I
WALL APPROVED
as deview@ f ompliance
FOUNDATION TYPE TO BE
a FIELD VERIFIED
° L
Plan Examiner Date
FIELD VERIFY yYp f, at �s f: me Issuance of a peemx or wprovd of plans specrfrcawnt
T.O. (E) FOOTING andoomputonom shall rat be a pernetp, w on approvd of, any viol000n to
any of the provisans of the building code or of any Oty aanonres. A WFWb
MWAMeg to qhs outhawy to violate or cancel the prowsta►t of the BLO&V
coda or uktset afOnanon of the Chy sholr rat be va"
(N) HELICAL PIER,
SLEEVE AND BEARING
CAP BY FOUNDATION SUPPORT WORKS
MIN 25' DEEP WITH 10" 0 BLADES
NUMBER OF SETS PER
z MANUFACTURER'S SPECIFICATIONS
N
z �FYP. HELICAL PIER DETAIL
in
Inspection by Wheat Ridge Building
z Inspector required prior to backfill.
in
Observation letter from Engineer
required to be provided to Wheat
Ridge Building Inspector at Final
Inspection.
o° 1
O�,'PpO LIC��
HO�,y . S
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0054409
SOT X41
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EXP. 10/31/19
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JOB NO.
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SHEET
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FROG
*FRON'
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FOUNDATION PLAN
1/20" = 1'-0"
NOTES:
1. SEE SHEETS S1-1 THROUGH S1-3
FOR GENERAL NOTES.
2. INSTALL HELICAL PIERS PER PLAN.
3. THE EXISTING PROPERTY LINES
AND EXISTING HOUSE LOCATION
ARE SHOWN AS DRAWN ON THE
JEFFERSON COUNTY ASSESSOR'S
PARCEL MAP. FOUND ON
http://jeffco.us/assr/pdf/pmap59-094.pdf
4. FOR EXACT LOCATION OF THE
HOUSE ON THE PROPERTY, A LAND
SURVEYOR SHOULD BE ENGAGED
FOR A MORE ACCURATE
ASSESSMENT.
BACK PORCH
LC
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0054409
•0054409
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EXP. 10/31/19
REVISIONS
DATE
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JOB NO.
2018-5664
SHEET
S2-1
OF
4
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.
1. 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.
2. If the Owner chooses to do so, the entire foundation could be mitigated. A general system repair, although more
costly, would greatly reduce the risk of future foundation damage and movement. It is our understanding that the Owner
would not
like to pursue this repair option.
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 surface/subsurface 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 properly 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,
indemnify 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 #
(xxxx#)
LOAD ON PIER
WALL ANCHOR
W.A. #x ANCHOR #
MONO POST
M.P. #x POST #
(xxxx#)
LOAD ON PIER
HELICAL PIER
H P #x
PIER #
(xxxx#)
LOAD ON PIER
o"
REVISIONS
DATE
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JOB NO.
0054409
2018-5664
130• 4((/
SHEET
SSS/ONA�
SI -2
E�
of
EXP. 10/31/19
4
INDEX:
S1-1 GENERAL NOTES
S1-2 GENERAL NOTES
S2-1 FOUNDATION PLAN
S3-1 TYP. HELICAL PIER DETAIL
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.
Design Criteria:
1. Building code: 2012 IBC, 2012 IRC with City of Wheat Ridge Amendments
2. Dead loads
2.1. Roof 20psf
2.2. Floor 10psf
2.3. Walls 10psf
3. Live loads
3.1. Residential40psf
3.2. Roof 20psf
4. Snow loads
4.1. Ground snow load 30 psf
5. Wind loads
5.1 Exposure Category C
5.2 105 mph 3 -Second Gust Wind Speed
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 it
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.
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.
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 K A.
re- ressured Are resentative of the Geotechnical En ineer should be resent to SS
REVISIONS
DATE
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observe the re -pressuring. A final report should be provided by the Geotechnical 0: ;�� �Fv,•.�p JOB No.
Engineer after observing the re -pressuring. : r �n:
0054409 2018-5664
011
�0 \����
ONAL ��1
EXP. 10/31/19
SHEET
S1-1
OF
4
l�l3
ii_r`
R)S) INSPECTION RECORD
` INSPECTION REQUEST LINE: (303) 234-5933
Occupancy NRe
- —
Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date Inspector
Initials
Comments
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Lath / Wall Tie
Do Not Pour
Concrete Prior To Approval cit I ne Above Inspections
Underground/Slab Inspections
Date Inspector Comments
Initials
Electrical
Sewer Service
Plumbing
Lath / Wall Tie
r% AIS I-e%wnr I Inr1nrnrniinr1 nr Rpinw/ln_Slah Wnrk Prinr Tn Annroval Ot I he Above Insoections
Rough Inspections Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof 401,
Lath / Wall Tie
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof 1 Y 7
ZI
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 tnat rougn inspections are compietea irurn mu rlrtl uISUIGI dllu CICI .dual ww VURCIVc
by the Building Division.
**For Inspection Time Window — Please email insptimerequest@Ci.Wheatridge.CO.US by 8:00 A.M. the morning of the
inspection with the property address in the subject line of the email. Time window is based on the inspector's route.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
Y
CITY OF WHEAT RIDGE
Building Inspection Division
/ (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 0—
Job
—Job Address: 060
Permit Number: c d i 76 130F
❑ No one available for inspection: Time AM
Re -Inspection required: Yes M
*When corrections have been made, call for re -inspection at 303-234-5933
Date: Inspector: 0
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
r
Residential Roofing PERMIT - 201701308
PERMIT NO: 201701308 ISSUED: 06/01/2017
JOB ADDRESS: 4050 Miller ST EXPIRES: 06/01/2018
JOB DESCRIPTION: Reroof 33 squares; remove and replace with 1 layer architectural shingles
*** CONTACTS ***
OWNER (303)981-6306 CAMP EDWARD W
SUB (303)356-2560 Lane Moore 140197 Mile High Construction
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2426 / PATIO HOMES/CAMBRIDGE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,000.00
FEES
Total Valuation 0.00
Use Tax 231.00
Permit Fee 220.15
** TOTAL ** 451.15
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturera€ms installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
City of Wheat Ridge
Residential Roofing PERMIT - 201701308
PERMIT NO: 201701308 ISSUED: 06/01/2017
JOB ADDRESS: 4050 Miller ST EXPIRES: 06/01/2018
JOB DESCRIPTION: Reroof 33 squares; remove and replace with 1 layer architectural. shingles
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 th "work described and approved in conjunction with
this,permit. I further attest that I am legally authorized to include all entities named withvthis document as parties to the work to be
��o
performed and that alrk to be performed is disclosed in this document and/ r its' apdompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Da e
I . This permit was issued based on the information provided in the permit application and accompanying plens 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 Budding 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 finance or ion thi ' jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.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
�' 6at 1 c
✓� CORAtn uNfT'y DEVELOPMENT
Building A 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(d)ci.wheatridge.co.us
LFOJ1 OFFICE USE ONLY
Planmennit # J30
Plan Review Fee:
Building Permit Application
Please complete all highlighted areas an� both sides of this form Incom
®P �plete applications m y not be processed.
Pro Address: --�zz'��
Property Owner Email:
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Archltect/Enginser E-mail:
Contractor: / v11
Phone:
j Cr�
Jl�
U
- V v�tc,
Contractors City License IN: � � � 2 Phone:
Contractor E-mail Address:
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sidles of this form
❑ COMMERCIAL *RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
gNEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
COMMERCIAL ADDITION RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(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, applian size and efficiency, type and
amount of materials to be used, etc.) J
3 -S
ITe 1,,1�6 V �° �� tA_)/
Sq. Ft./LF
Amps
Btu's
Gallons
Squares .33 Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
OWNEWCONTRACTOR 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 'ty on this application.
CIRCLE ONE: (OWNER) (ONTRACT R) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONT COR)
IIPR NC NAME: L �;t rf' Q / " t �'�/�— SIGNATURE
DEPARTMENT USE ONLY
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer
PROOF OF SUB[th'ISMON FORMS
Fire Department L ! Received ❑ Not Required
Water District ❑ Received ❑ Not Required
Sanitation District ❑ Received ® Not Required
OCCUPANCY CLASSIFICATION:
TYPE OF CONSTRUCTION:
SPRINKLERED:
OCCUPANT LOAD:
Building Division Valuation: $
d D,
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)
Job Address: Z�ti Cp
Permit Number: i :7 ::>A 3 •� �
❑ No one available for inspection: Time 3 , q AM/PM
Re -Inspection required: Yes (N—o
*When corrections have been made, call for re -inspection at 303-234-5933
Date: Inspector
e
DO NOT REMOVE THIS NOTICE
.�>J
r
INSPECTION RECORD OccuDancvrrvDe
'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.
x INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
s
r ,
a
s
FOUNDATION INSPECTIONS DATE
INSPECTOR "
INITIALS
COMMENTS:
Footings /Caissons
Plumbing
Stemwall / (CEG) Concrete
'Encased Ground
Mechanical
:Reinforcing or Monolithic
Roof 7�3
Arg—
Weatherproof / French Drain
Building Final
Sewer Service Lines
Fire Department
Water Service Lines >:
R.O.W & Drainage,
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
'CONCRETE SLAB FLOOR
`Electrical (Underground)
Plumbing (U n d e rg ro u n d)
Heating (Underground)
Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
ROUGHS
Sheathing
Lath / Wall tie
Mid Roof
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
Rough Mech"anlcal
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING
F Framing
Insulation
FINALS
Electrical
Plumbing
Mechanical
Roof 7�3
Arg—
MFOR
Building Final
Fire Department
R.O.W & Drainage,
G, FIRE AND PUBLICE WORKS
EEK PRIOR TO FINAL INSPECTIONS. '
Parking & Landsca ping
"'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, :BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY 1S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION - -
OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY
kNCY IS ISSUED
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 235 -2857 Fax
INSPECTION NOTICE
1-
Inspection Type:
Job Address: 5r
Permit Number: cv ;yV54e
❑ No one available for inspection: Time y AMf W
Re- Inspection required: Yes
* When corrections have been made, call for re- inspection at 303 - 234 -5933
Date: �1 1 , Yl l e, Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Roofing PERMIT - 094560
x.
PERMIT NO:
- 094560
ISSUED:
12/23/2009
'i SOB ADDRESS:
4050 MILLER ST-.
-:EXPIRES:
06/21/2010
9. DESCRIPTION:
Replace 5 sqs of hip/ridge
:shingles and few
in the field
11 CONTACTS
46.43
a
nation
.00
15.93
k W
62.36
City of Wheat Ridge Building Division
7500 W. 29 h Ave., Wheat Ridge, CO 80033
° m Office: 303-235-2855 ` Fax: 303-237-8929 .
inspection Line: 303-234-5933
Building Permit Application
Date.
Plan
Permit M,
Ptopeily;Adtf~ss: tdSD r~l1lt2 5~'.( Win aT~2ro~QG
Property Owner (please print): A,SSoc t 4I on ~,M rKTy r^ 1~ Phone: 3 03 - 233 y 6` t
Mailing Address: (if different than property address)
Address: (2265 W• f3uyauc~ Ave :#z 1t0
City, State, Zip: La lecw ood , CC) / e0226
Grittt~ai<tor: (~e5rtcrn ~yn~A
AC..
Contractor License 819 667 _ Phone: 3 63 ,271- c" v (
Stib ctioltraiit6'rs:
Electrical City License
Company:
Plumbing City License
Company
Exp. Date: Exp. Date:
Approval: Approval:
Use of space (description): IY
pescripfiun 4f=:Hi 3rki 1
~C fllerG-• le'Ale S~`IAQIC3 W1 1 NC(.t~
ix-00ce- A Ircw $ArA, Irr 4c- r 01.Q Wt
Mechanical City License
Company:
Exp. Date:
Approval:
Construction Value: $ 82s'
(as catoulated Perth a Bulld(ng Valuat/on Data sheet)
Plan Review (due at time of submitt tl: S
~ `S~~NATttdrt
Sq. Ft./L.Ftadded: Squares S BTU's Gallons Amps
OWNEWCONTRACTOR 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 1 have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building. Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit Plans subject to field Inspection.
CIRLCE ONE:: (OWNER) CONTRACTOR or PERSONAL REPRESENTATIVE of OWNER) (CONTRATOR) J Z3
PRN7NAME: ~ts li(WzV4 _ SIGNATURE: r Date: f2j~
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: w / j_4" L Permit Number:
~~aQ
e
D No one available for inspection: Time AM/PM
Re-Inspection required: Yes
When corrections have been made,~cgll for re-inspection at 303-234-5933
Date: Q Inspector:
[jol, '64, PllfXT of Who-at 1D;,A rn
06/05/2009
12/02/2009
City of Wheat Ridge Building Division
s, 7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-235-2857
Inspection Line: 303-234-5933
E~~ft
t
Property Owner (plea
Mailing Address. (If different than property address)
Address:
City, State, Zip:
, R
Date.U&
Plan
(CI ~(rl~`~
Permit
Contractor License V ~;k1 a (a g Phone:
IJWTC
Electrical City License*
Company:
Plumbing City License Mechanical City License
Company Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of s ace (description): Construction Value_ S GC2
x (as calculated per &a Sultdrng Valuation Data sheet)
s NC, R Y CikC p Y~Q.Y~Jt" Plan Review (due at time of submittal): S,
Sq. Ft./L.Ft added: Squares BTU's OO Gallons Amps
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 t assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and'. all other applicable Wheat Ridge Ordinances,. for work.
under this permit. Plans subject to-fi~eeI°d4nspection.
CIRLCE ONE:: (OWNER) 'lCO1lFF,RACTOR) oo PERSONAL REPRESENTATIVE of(O)NNER) (CONTRATOR)
PRINT NAME: C` SIGNATURE: (-JcL 4S) Date: -
Bldg Valuation: S.
Building Permit Application
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office ' (303) 235-2857 Fax
INSPECTION NOTICE'S
Inspection Type: _ IF
Job Address/Permit Number: d M i l (Pr cl~f.
❑ No one available for inspection: Time AM/PM
Re-Inspection required: es o
When corrections have been made, call for re-inspection at 303-234-5933
Date: 7 Inspector: / s
DO NOT REMOVE THIS NOTICE
" : City of Wheat Ridge
Residential Electric PERMIT - 081293
PERMIT NO: 081293 ISSUED: 11/05/2008
JOB ADDRESS: 4050 MILLER ST EXPIRES: 05/04/2009
DESCRIPTION: Move switches and recepticles add 1 for island
CONTACTS
owner 303/396-9440 Camp
sub 303/683-8470 DAVID J. BARAJAS 07-0115 PARADISE ELECTRIC, LLC
PARCEL INFO
ZONE CODE: UA USE: UA
SUBDIVISION: 0209 BLOCK/LOT#: 0/ ,
FEE SUMMARY ESTIMATED PROJECT VALUATION: 1,000.00
FEES
Permit Fee 50.40
Total Valuation .00 DM
Use Tax - 18.00
TOTAL 68.40
Conditions:
Must comply w/ 2003 IRC & 2005 NEC.
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 s made are accurate; that I have read and agree to abide by all conditions printed on this
application and th u~ fu11 rlity for compliance with the wheat Ridge Building Code (I.B.C) and all other
applicable Whe rdg ina s, work under this permit. ijlans subject to field inspection.
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 may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new permit.
'.4. No work of any manner shall be done that will change the natural flow of water causing 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 f the provisions of the building codes or any other ordinance, law, rule or regulation.
All plan review is a Ia t field inspections.
Signature of Chief Buil ng gYficial date
INSPECTION REQU AT LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY...
City of Wheat Ridge Building Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-235-2857
c- o Inspection Line: 303-234-5933
OtORP~
Building Permit Application
Date: I l . OF~? -OK
Plan
Permit o ~2qJ
Property Address: 10 5-0 IM(
Property Owner (please print): Gy,-~ Phone:
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Contractor:
Contractor License Phone:
Sub Contractors:
Electrical City License Plumbing City License Mechanical City License
Company: ~V e Ase, t~ Company Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (description): ) iA-c~ Ayj 4MOC4 Construction Value: $ &K v-`
Description ofwork: (as calculated per the Building Valuation Data sheet)
MID V-p Plan Review due at time of submittal): $ 0
Sq. Ft./L.Ft added: Squares BTU's Gallons Amps
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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans sublect to f' ection.
CIRLCE ONE:: (OWNER { CON or PERSONAL REPRESENTA tZf KN(CONTRATTOR) a
PRINT NAME: %7a !I~p ice! SIGNATURE: Date: G~ SJ o a
DEPARTMENT USE ONLY
ZONING COMMENTS:
Zoning:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
BUILDING. DEPARTMENT COMMENTS:
Reviewer
FIRE .DEPARTMENT ❑ approved w/ comments ❑ disapproved ❑ no review required Bldg Valuation:
OCCUPANCY:
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)
Building Permit Number
Date
8865
5/7/99
Property Owner :
Property Address: 4050 MILLER ST
Contractor License No. : 19302
Phone : 431-1007
Company : M& R Plumbing, Inc. Phone : 425 6030
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 acwrete; 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 permit.
(OWNER)(CONTRACTOR) SIGNED DATE
Construction Value :
$800.00
Permit Fee :
$32.65
Plan Review Fee :
$0.00
Use Tax :
$12.00
Total:
$44.65
Use:
Description : Plumbing to new toilet and lav in basement rough and fixture setting
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
Approval Zoning :
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) This permit was issued in accordance with the provisions set forth in yopur application antl is sub1ect to the laws of Ihe State oF Colorado antl lo the Zoning
Regula[ions and Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry
(2) This permit shall expire if (A) the work authonzed is not commencetl within sizty (60) days from issue date or (B) the building authorized is suspentled or
a0andoned tor a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee o( one-half the amount nortnally requiretl, provided no changes have been ot will be matle in the
original plans antl specifcations 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 (ees shall be paid for a new permit.
(4) No work of any manner shall be done that will change the naNral flow of water causing a dreinage problem.
(5) Contraclor shall notify ihe Building Inspector hventy-tour (24) hours in atlvance for all inspections and shall receive written approval on inspection card before
proceetliing with successive phases of the ob.
(6) The issuance of a permit or the approval o~drawings and specifcations shall not be cnnstrued to be a permit for, nor an approval o( any violation of the provisions
of the builtlodes or any other ordin-_ a~nce, law, rule or regulation.
Chief uilding Ir
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
" CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 qPPLICATIo N
Property Owner: ,jo%~1 114'^1441~4%.rr
Property Address : ~J3~ •~'I•'~~~ ~ Phone : L13)-1047
Contractor License No. : l 9302
Company://'JI$iC jnc Phone: y2S-60~0
OWNER/CONTR,4CTOR 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 rewrd; that all measurements shown, and allegations
made are aecurete; that 1 have read and ayree 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 J yad all.pther applicable,Ml"eayRidge ordirSance3{'tor work untler this pertnit.
Construction Value :
Permit Fee :
Use Tax :
Total :
Use
Description: I t / / ~ 4 a^/~M1 "j~
7 J ~l L4✓ fJ , /Y ~ 1- F li V,1n 64f[~in
BUILDING DEPARTMENT USE ONLY
o_ ng~CSriSfii671'~ SIC : Sq. Ft. :
Approval :
Zoning :
B-Tii7i
Approval :
_P,abliZ? W_OtII~Sffiiii@~~t~:1
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No jJp Z Mechanicai License No :
Company : Company : NJ$'Q p/u.+. 4%~9 , _F.. c Company :
Expiretion Date : Expiration Date : Expiretion Date :
Approval : Approvai : Approval :
(i) This pertnit was issued in accordance with Na provisions sel (orth in yopur applicatlon and is subI'ect to the laws at the SUte of Coloratlo anA to the Zoning
Regulations an0 Builtling CoOe of Wheat RiCge, ColoraAO or any oNer applicable ordinances of the Ciry.
(2) This pertnit shall expire if (A) the work authonzed is not commenced within sixty (60) Eays from issue date or (B) the building authorizeC is suspended or
abandoned for a period of 120 tlays.
(3) I( Nis pemtit expires, a new permit may be acpuiretl (or a fee of one-half ihe artwunt normally requlred, Drovided no changes have Eeen or will De made in the
onginal plans antl specifications antl any suspension or abanCOnmenl has not exceetleC one (i) year. If changes are made or il suspension or abandonment
eaceetls one (1) year, NII fees shall Ee paitl kr a new permit.
(4) No work of any manner shall be tlone that will change the natural Ilow of water causing a dainage problem.
(5) Contractor shall notiy the BuilCing InspeMOr Iwenly-faur (24) houro in atlvante for all inspections and shall receive wntlen approval on inspection tard be(ora
proceediing with successive phases of the job.
(6) The issuance ot a permit or the aDGroval ol drawings anG specifcations shall not be wnstnietl to be a permit for, nor an approval of, any violatian of the provisions
ol the builtling codes or any other ordinance, law, rule or regulation. .
Chief Building Inspector
;.-s L•
•f~ pf
5
t/r~ fa
Jco u ~~ck~~
ya~afe ~4 d ~-~e-
iw ~ eK, s~~ f yc~~f"
t
f,
( ~j~r,' eiJ 'e
.
(OPTION D or E)
ESCROW AGREEMENT
LANDSCAPING & PUBLIC IMPROVEMENT
TO: City of Wheat Ridge
P.O. Box 638
Wheat Ridge, Colorado 80034
The sum of
DOLLARS
S 00 - 07/ ) to be held in escrow with
(City 'df eat Ridge, Option D)
(Bank, Option E)
until landscaping and public improvements are completed at
4~,
(Description)
wheat Ridge, Colorado by
/Developer/Owner)
The City of Wheat Ridge shall have the absolute right to withdraw the
Escrow funds for the purpose of completing the landscaping and public
improvements for ~0-~70
should
(Contractor/Developer/owner)
fail to complete or provide said landscaping and public improvements prior
\
to the date of
The only requirement to withdraw the Escrow funds in behalf of the City of
Wheat Ridge shall be a letter from the Planning & Development Department of
the City, executed by the Director of said Department and witnessed by the
Mayor of the City o£ Wheat Ridge. Said letter shall state that the
landscaping, as above set forth, have not been completed or provided by
,fi . 1, ~ .
(Contractor/Developer/Owner)
and that the date o£ t,
has expired.
(over)
(OPTION D or E)
ESCROW AGREEMENT
LANDSCAPING & PUBLIC IMPROVEMENTS
-2-
ACCEPTED:
(Director of Planning & Development - City of Wheat Ridge)
(Bank - Option E)
Address
Phone Number
(Contractor/Developer/Owner)
Address
Date
Phone Number
Temporary Certificate of Occupancy for structures covered by this agreement
may be issued by the Mayor of the City of Wheat Ridge for a time period not
to exceed six (6) months upon acceptance of this agreement by the City.
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The Ciry of
7500 WEST 29TH AVENUE GvVheat
WHEAT RIDGE, GO 80215-6713 (303) 234-5900
Ciry Admin. Fax # 234-5924 Police Dept Fax N 235-2949 1; R idge
DATE: NOVEMBER 14, 1997
TO: ACCOUNTING DEPARTMENT
SUBJECT: ESCROW REFUND
Reimbursement is requested for escrow funds being held for
3$3-} Miller Street
4065 Lee Circle
4076 Lee Circle
4000 Miller Street
4082 Lee Circle
4050 Miller Street
4092 Lee Circle
4010 Miller Way
4096 Lee Circle
4021 Miller Way
4091 Miller Way
4090 Miller Way
The landscaping has been completed to the City's satisfaction. The escrow received and held by
the City is $2,500 for each address. The total refund would equal $30,000. If you have any
questions, please call Agnes at X2855.
The refund should be sent to Cambridge Development, 835 Delawaze, Denver, CO 80204.
% AA/;4-~
Alan White, Director of Planning & Development
16i31/1997 16:22 363-592-9337 TRITOri DEV LLC PHGE 61
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LZib-96
uaaenH iiwuae
DATE : 6-,/0 ' 77
~
A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR:
(f v s-6 C"~ a,~-
PURPOSE OF STRUCTURE: z Y
Building Dept. Approval:
Remarks:
( a l~ ~ ~ G
Zoning Approval:
Remarks: ~
2 ~
P
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE (303) 234-5933
INSPECTION RECORDg4,
JOBADDRESS 4050 Miller Street
BUILQING PERMIT N0. 96-4127
OWNER Cambridge Ventures
DATEISSUED 10/30/96
coNTrancroa Triton Developme
SETBACKS FROM PROPERTYLINES: NORTH
SOUTH
EAST
TYPE OCCUPANCY
WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION
DATE
INSPECTOR
Foundations
Footings
Caissons
Reinforcing or Monolithic
Weatherproofing
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work) Ln,k,
Heating (Ground Work)
DO NOT POUR FLOOR UNTIL ABOVE HA>q~BEEN SIGNED
Rough Electrical
Rough Plumbing
4-7
Air Test Gas Piping
j
Rough Heating & Ventilation e
(above must be signed prior to framing inspection)
Framing
Y y
~ G
Insulation
Drywatl nailing , Le.
)VI
~
~ -
Roofing
Refrigeration
Electrical underground
Final
Electrical
Plumbin
`7
~ G
Heatin 8 Ventilation
Frame
R.O.W. & Drainage
Fire Department
Parking & Landscaping
c.-
OCCUPANdY NOT PER'MITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
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
Date
5213
6/3/97
Property Owner :
Property Address :
Contractor License No. :
4050 MILLER ST
19436
SA BELL'S ENTERPRISES
Phone:
Company
Phone : 205-9777
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances propos
and do not violate applicable ordinances, rules or
covenants, easements or restrictions of cor , tY
made are accurate; that I have read a agree o
applir,ation, and that I assume full res onsibil' ~(c
Code (U.B.CJ and all other applicabl W F}~d
(OWNER)(CONTR4CTOR)
Description : LAWN SPRINKLER
BUILDING DEPARTMENT USE ONLY
..4M~. SIC: Sq.Ft.:
Approval:
Zoning :
Approval:
w•~~ ~
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
application are accurate,
City of Wheat Ridge or
ots shown, and allegations
itions printed on this
i the Wheat Ridge Building
r,work under this pervnit. A
Construction Value : $1,500.00
Permit Fee : $49.50
Plan Review Fee : $0.00
Use Tax : $18.00
3
Total: $67.50
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approvai :
-6 u al - - i ~
(1) This pertnit was issuetl in accordance with the provisions set forth in yopur application and is subject to the laws o( the State of Coloredo and to the Zoning
Regulations and Builtling Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry.
(2) This permit shall expire it (A) the work authorized is not commenced wtlhin sixry (60) days from issue date or (B) the building authorized is suspentletl or
abandoned for a period of 120 tlays.
(3) If ihis permit expires, a new permR may be acquired for a fee of one-halt the amount normally required, provitletl no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or aDandonment
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 naWral Flow otwater causin9 a drainage problem.
(5) Contraclor sh notiry the Building Inspector hventy-four (24) hours in advance for all mspections and shali receive written approval on inspeclion cartl before
proceediin i successive phases ofthejob.
(6) The issu ce f a per~1 t or the appmval of drewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation otthe provisions
of the b tli codesgf any other ordpance, law, rule or re9ulation.
ing Inspector
IS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
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 :
Date : zI,iJe c17
Property Owner : /,Pi Dt~ %~Ld~NL~I/f
Property Address : ~/1620 R/LLIT .~r
Contrector License No. : Cf~
Company : L=.✓/t~2~'/s t C_
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit apptication are acwrate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or reslrictions of record; that all measuremenis shown, and allegations
made are accurete; that 1 have read and aqrs4 to abide hy all conditions prinfed on this
application, and that I assume full respo ibili lor compliance Ifr the Wheat Ridge Building
Code (U.B.C.) and all olher appli[abl he idg ordmanc work under this permit.
(OWNER)(CONTRACTOR) SIGNED I~ DATE G'DY•YYDescription S Vc{`tt_'7-1
BUILDING DEPARTMENT USE ONLY
Zohffi 'CO~i1Tif~ii~ SIC : Sq. Ft. :
:
Approval :
Zoning :
B y i fd Ii►~;Cb'~ii"'n~ts~
Approval :
p011:111
f~3k11,~FKis?Gbl~lt~~fi, .
Approval :
Occupancy : Walis : Roof : Stories : Residenlial Units :
Electrical License No : Plumbing License No Mechanical License No :
Company: Company: Company:
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
gj 14PI3[I11'1Rdi~Ul ~ In a;iaortRWl"~ IN maxme:gairaa~q
(1) This pertnit was issued In aaordance wiM the provisions set lorth in yoDUr application and is suh'ect b the laws of the State o1 Colorado and to the Zoning
Regulations a~M BuilAing Code of 4Vheat Rid4e. Cobrado or any olher applicable ordinances ol the Ciry.
(2) TTis permil shall ezpire d(A) the work authonzed is nol tommenced wilhin sixry (60) days fmm issue date or (B) the building aulhodzed is suspentled or
a0antloneA for a penod of 120 days.
(J) II Ihis permit expires, a new pertnM1 may be acquired br a lee of one-half the amount normalty require4 Orovided no changes have been or will be made in the
original plam and speciOwUOna and any suspension or abandonmenl has not exceedetl one (f) year. II changes are made or i1 suspenslon or abandonmont
exceeds one (t) year, full lees shall be paid br a new permit.
(4) No work of any manner shall be done Nal will change the natural Ilow of water causing a drainag? Droblem.
(5) Contractor shall notify the 8uilding Inspeclor Iwentylour (Za) hourt in advance br ail inspectionc and shall raceive written apOmval nn inspeclion card bnbrp
proceediing wtlh eucceasive phases of the ob.
(G) The issuance ol a Oermit or ihe approval o~drawings and specificalions shall not be consimeA b hr i prrmil lor, nor an appioval ol, ony violation of the pmvisions
of fhe OuilAinq co0es or any olher oNinance, law, rulp or regulation.
Chie( Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR /1ND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPF_CTION
Phane:
Phone : 2_e~~ -y777
Construction Value : / 5
Permit Fee '
Plan Review Fee :
USP, T2X :
Total :
BUILDING DEPARTMENT
237 • 6944 Ext. 255
CITY OF WHEAT RIDGE
t *
Correction Notice '
Job Located at ;2Ir:1.f~1.:.......................................
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws
governing same: '
; , I
L. ~n1. c. <7u~~... .a. J..,'.. ~?.a. ~.....7,`..,::~~
........;-..!~..Y..u'!1.rf~....~~::
G ~
. .
l•..............
-
i.........,...1-'.:e -~......>....~..~-.t~.1........
~
~
'
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection. '
Date....................................... .
I
In pect~~Bruid~ing Dept.
DO NOT REMOVE THIS TAG
FORM WR6-E2
BUILDING DEPARTMENT
237094W-E-Xe: 2ss
CITY OF WHEAT RIDGE '
. .
Correction Notice
Job Located at ~.CI., SU.... ~:F!.L z!....6.~°....... ..C✓..Z
I have this day inspected ihis structure and these premises and i
have found the following violations of City and/or State laws '
goveming same:
w ~_7fJtuPcl~ ~~C.y.../o-vY✓'.E
0 / y~..
/ ri
.......~j...........CJ......J^ .✓.f.z:-r.~...~/./ ! .......J.~ . ~
' o "t' . l1;/.r..t.Y.a4~.t~/.•...:n o;C'.+......P:l...:L'.::?f'.vC
.......~.:.f..9 Y . ,
' `~i-~-Fen I~ a~ ,lxi. o S ...l..... .~h....:... ..r~..:.....,~ .:..............:~...~f..................................
° F.i..X b„ ~P.5 1 f? .e t~;~u{~ r~/oa1- .
S~~Jdr h~lr~er -rz r6f ,7V i
~
w.....1...........................
Yti.....
. l. ~ : . - T...
-~•°r S~~J~%j`~a ji
2'~• . 1•~~i ,.r,c✓f,-.
1~7~q~2 S~rC -41-rvSS
You are hereby notified to correct the foregoing violations. LJf I~
When corrections have been made, call for inspection. I
~ ,
Date... . ' ~ /';I.
~ .
- Inspector forBuilding Dept.
DO NOT REMOVE THIS TAG
FORM WF6-32
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at ! U 5U 1'!11/E'r
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
rc- s
4c A 6-c-
You are hereby notified to correct the foregoing violations.
~ When corrections have been made, call for inspection.
i !J
Date 3 - 2 cj _
i ~ Inspectw for BulWing Dapt.
` DO NOT REMOVE THIS TAG ~
i FORM WRB-22
iK
S
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at LIo=u
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
r
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
~fORM WR&22
~
/
Inspector for Building Dept
DO NOT REMOVE THIS TAG
HLPIVORTFI-PA\NI.AK GI:0171CIINICAI„ Jnc. 10214 Suwh Yrugrcss I.n.
P~kcr, CO 80134
Pax303 84I-7556
PLanc303 841-7119
December 5, 1996
Cambridge Partners, LLC
Attn: Barry Odean
10241 W. 38th Ave, Construction Trailer
Wheat Ridge, Colorado 80033 Job Na 296 131-1
Subject: Observation ofExcavation for House at Lot 86, Cambridge Park,
Wheat Ridge, Colorado.
Dear Mr. Odean:
This letter will confirm our visual observations made at an earlier date. \0'e
observed the excavation for the subject lot on November 22, 1996. The proposed house
will have a basement.
At the time of our visit the eacavation had been dug to 2 to 7 feet in two levels.
The soils exposed on the bottom of first level consisted of weathered claystone bedrock
and second level consisted of claystone bedrock. The bedrock is similar to that
encountered in our borings. A sample of the bedrock was taken and tested for swell
potential. The results are attached. In our opinion the house should be founded on a
Type 5 foundation consisting of piers. A structural floor system should be used. Slab on
grade floors will have a high risk of movement. The other recommendations in our
report 296 13 dated August 8, also shouid be observed.
lf you have any questions, please call.
Sincerely,
HEPWORTH-PAWLAK GEOTECHNICAL, Inc.
Nick Cheng
~I+~f &
(1 ~ F I T ' 46'iXa
.i
Richard C. Hepworth, P.E.
<vl l 7 Y f~~F ~
cc. Bill Lyons
ont
/eic
C
86
on
°nt = 16.4 percent
lht = 108.2 pcf
laystone
@ S.G.
wetting
100
HEPWORTH-PAWLAK Cambridge Park
296131-1 GEOTECHNICAL, INC. SWELL-COMPRESSION TEST RESULTS Fig. 1
design inc.
b-ilon Denelopment, /,.l..('.
835 Ueleware Slree[
l)enrer, CO 80204
A(bc A4r. Billl,yon.r
136o Soerh Clurksai St Denrer, CO 80210 (303) 744-7839 tax (joj) 744 -9603
nt-ce,,,ner za, 1996
Yr(jec! Nrmrher: 962-4640
Subjecl: Pier Drilling & FounJation {Vrd! bmpectirui.s
4050 tYli!!er .Slree[
L.ot 86
Cnnibrirlge Pnrk
Whentridge, Co%rnrlo
Uenr Mr. Lyons:
A1 yoin• i•eqtresl, on Ueceinber 3iz(crnd 30111. 1996, u pier elrilling cuid /ouixlurion wull
inspec[ions ivere perfi~rnied otr !he single fanrily re.siclence lncalecl au -IOSO A-IiNer .Slreel,
Wheatridge, Colorndo. 7he perlriren! rnfaomalioti regurcli»g lhr msJwclion r.s us./bIlows:
YlF;RDRII,l.INGlNSPF,('7%ON-UF.('LIfRt:W 3 1996
Soi1 Yrojile
1 he .soil pi•ofrle encoturtered diu•ing di-i/ling consi.rlec! oj (I ' ln 9'_0 " uf c/aV anc/ 9' io
18'-0 qf clnystone 6edrock in t{te irpper lerel, nne! 0' ru .i '-D " uf'c/uv nncl 5' In 18'-0'
of clnyslone bedrock in the lower level No wnJer ira.t forrncl in the holes nl Jhe fime qj
drilfiirg. Sorls report reqnii•emenls were me( nl crll pier (occuiuir.s in.yectec(.
Rein{orcemeit( Concrete
A!l of'the pieis were reii !forced with !hi•ee uo. S hcu•s, gl uch 60, f'ui iheii eutire leiig!lz.
7 'he coticrete used consisled of a 3, 000 psi, 3/4 " slnne nggregnle utix. Al! of !he piei.r
were proper•ly conslrircled necoi•ding lo air recommeudnlioit.s nnc/ Ihe i•ecununendnlion.s
ur [he .soils report.
FOUNDA710NWAL1 STFH'l INSPI-'("l'/(JNS l)l;('lrl-IHI•:R10 1996
77ie f01!)7CIpIlO!! walls were reinforcec/ horizonln!!v irilh nru no. 5 burs, grnde 60, n/ ihe
top and bottont. All of !he brn•s were pruper(y lappecl cmd lied. 7he foundnlion ira!/
fbi•nrs were properly centered over !he (ki!!ed pier joiuidntion sp.stem, nncl Jhe reinforciilg
steel,fi•ont the prers ex/rnded !o liie lol) rour (?f i•eiuforcing iit (hr frnmidulioii ira!(. Puq)w
voic/ mnterin! ivn.s properly in.rta!(ec/ be(iveen !hr piri luctdiuns iii!!re huuuin u/ Ihe
forms. Reii forcing stee! was properlyplncec! u1 ihe Juruululion ircrl( .sirp clomrus and
tivindinropenings. Adclftional verlical bnrs were plucee! iir n!l ivnlLs !n!!er !{tnn R'_0..
Please coittael nry ciee if I mny he qf frrllier asvisvunce.
btspected By:
Apprured i3Y:
Brrrce D. Kiiiney -~L-
liespectoi•
h;ncln.rtire: Imvoice
MCMics
A-/cu7in, P. E.
Prurcipn! Su ucluru! Fuginreei•
/ni•liir l )e.rigii, lnc.
IMPROVLMENT LOCAtIifl
6
/
i
nh ~
Fj
/ IJ.
1,071 86
BLOG< I
COVERE
, PORCI i
~
Covt_raro
, " ~ - - POR( :I l
\
~
~ i •D.`
.
~
r~. ,
0 ~
\
l\
F.
3 . . j)~
A:-
. ~
. co ;
! .
~ , ~ 'Ft~. I 5'
l~~f~f_T
i~
p
L= 157 1 I
A11L1,1;'R S'l'I~'1%L"1,
FLOOD PLAIN S7ATEMENT
TIIIS PROPFRTY LIES OUISIDE OF THE 100-YEAR FLOOD f'LAIIJ AS
DEFINED B'i fEMA FLOOU INSURANCE RAIE MAP
140. 085079 0005 C
DATED: PEI3. 4, 1988
ZONE: B
IMPROVEMENT LOCATION CERTIFICATE
I HEREBY CERfIFY THIS IMPROVEMENT LOCAIION CERIIFICATE WA5 PR[PnRCD FOR __1RI70I4_QEV[I QPpAFli(__
OF THE PF'OPERTY DESCRIBED A5:
LEzA11E,SCRIPTION
CAMBRIDGE PARK (AMENDED)
LOT 86, BLOCK 1
AKA 4050 MILLER STREET
AND 11-IAT IT IS NOT A LAND SURVEY PLAT OR IM ROVEMENi SURVEY PLAT, AIID ❑IAT II IS PIOT 10 f3C RELIFD UP411 IuK f1iF
ESTABUSHMENT OF FENCE, BUILDING, OR OTNER FUTURE IMPROVEMENT LIN[S, 1 FURTHER CFRFIFY THAi THE IMPROVEIdEIIi; CJI inE
ABOVE DESCRIBED PARCEL ON THIS DATE 6 -9-$2 _ ExCEPT UiILITY CONWECi10115. ARE ENIIRELY vllifllN i11E
BOUNDARIES OF THE PARCEI_, EXCEPT AS SIIOWN, ThIAT THERE ARE IJO ENCROACHMEIIfS uPn11 TIIE DESCRIBED PPELUSF_S H~
IMPROVEA1EM5 OIJ ANY ADJOINING PREMISES, ExCEPi AS INDICATED, AFID TIIAI tllERf IS Ilu nF'PnRUI! EvIDEIIrIF qE ~,p.IJ f ail,
EAS[MLNI CROSSWI: bR 13URDENING AMI PARi OF SAID PARCEL, E%CGPI AS IIGIFU, f A;f 4111113 SIIUWII 116RCGI1 W6P1I%I I II !i-~~
IIiE RFCORDED PI.AT DESCRIBED ABOVE, NO OIIItR RESEnRCII OF IIII L Wn5 I4HFOlt1,11 U III i,nUIllC"7lOli WI III II11 F.1- 16 V:II
NOiIrE nCCORUING i0 COLORA00 LAW, YW NUSi WMAIENCE ANY AC710N BASED UPON ANY DEfECI IN illl$ $IIRVEY YA61111 IMREE YEARS fR01A W11Ef1 YIXI FIRSt DISCOVCR SVpI
DEFECT. IN NO EVENT IAAY ANY ACiION BE COMAIENCED MORE iHAN lEN YEARS (ROM ➢IE DATE OF OIE CERPFlCAl10N II[REOH
OEARIIJGS, If SIIIOWN, PRE UASED UPON THE RECORDED PUi AND E%ISIING MONIIMENIION.
110.: 97 -c
2993 So. PEORIA STREET
~U1"VPy1.11~", j11C'. A~~o~a~~~ 80014
~ Phone (303) 750-4591)
DEPARTMENT OF PLANNING AND DEVELOPMENT
B'UILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number : 4127
Date : 10/30/96
Property Owner :
Property Address : 4050 MILLER ST
Contractor License No. : 18844
Company : Triton Development, L.L.C.
Phone : 456-0986
Phone : 592 9600
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, ea:>ements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and ayree to abide by all conditions printed on this
application, and that I assume full resp for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable onsRidge ordinapwes„for work under this permit.
Z
(OWNER)(CONTRACTOR) SIGN DATEf/
Description : SINGLE FAMILY R IDENCE
Construction Value :
$87,400.00
Permit Fee :
$$17.50
Plan Review Fee :
$0.00
Use Tax :
$1,048.80
Total:
$1,866.30
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. : 2025
Approval : SM 10123196
Zoning : pRD
Approval :
Approval :
Occupancy : SFR Walls
MEETS ALL R-1 AND PRD DEVELOPMENT REGULATIONS
Roof : Stories Residential Units : 7
Electrical Li,cense No : 17997 Plumbing License No :18982 Mechanical License No : 17977
Company : No Shorts Electric Company :T M Plumbing, Inc. Company : K C A Companies Inc.
Expiration Date : 2/28/97 Expiration Date : 7/25/97 Expiration Date : 517/97
Approval: Approval: Approvai:
. 'U gKo Womm" m '
(1) This pi;rmit 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 ihe Zoning
Regulations and Building Cotle of Wheat Ridge, Coloratlo or any other applicable ortlinances of the City.
(2) This pertnit shall expire if (A) the work authorized is not commencetl within sinfy (60) tlays from issue date or (B) the Ouiltling au[horized is suspenAetl or
abandunetl for a penod of 120 tlays.
(3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normalty required, provitletl no changes have been or will be made in the
original plans and speafications and any suspension or abandonment has not exceeded one (1) year. It changes are made or rt suspension or abandonment
exceeiis one (1) year, full lees shall be paid for a new permit.
(4) No work of any manner shall be tlone that will change the naturai flow of wa[er causing a drainage pro6lem.
(5) Contm:clor shall notify the Builtling Inspector hventy-FOUr (24) hours in atlvance for all inspections antl shall receive written approval on inspec[ion card beFOre
proce[:tliing with successive phaus otthe job.
(6) The is,auance of a permit or the apProval of tlrawings and specifcations shall not be constmeU tO be a permit for, nor an approval of, any violation of the provisions
of e b'Iding codes or any oMer ordinance, law, rule or regulation. 71
^
l L
hief Building Inspector For ayor
ThIIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEI'AF2TMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSI'ECtION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
PropertyOwner: CAMBRIDGE VENTURES L.L.C.
ProperiyAddress: 4050 MRiller SC, Phone! 592 9600
Contracbr Llcense No. : Wh 1889~dge CO 80033 Lot# 86
Company: TRITON DEVELOPMENT L.L.C. Phone: 592 9600
835 Delaware St.
Qenver se 89294
OWNER/CONTRAC70R SIGNATURE OF UNDERS7ANOING AND AGREEMENT ,
I hereby ce~flly Ihnl the selbeck dislancee ptoposed by Ihie permif s
and do not violale ap Iieable ordinancee, rules or regulatlons of the
covenants, 9asemenPe or reslricllone ol recoid: lhat ail meaeureme
made are aecurele; Ihal I have read and agree lo abide by ell eondl
applieallon, end lhat 1 essume full reaponsib lor comPllanee wllh
Code (U.B.C.) and all olhar applicable Idga ordicesi
(OWNER)(CONTRACTOR)
Description :
SINGLE FnMILY ESIDENCE
SIC
G
BUILDING DEPARTMENT USE ONLY
zo-fi11i~~C~hiFffiRt3~ ie z3 '~b
Approval : ~✓m '"F✓~
Zonin9 : pRr7
Approval:
Approval:
Occupancy : Walis : Roof : Slories
~ ~ 'S.
7otai : ( 8 , 6.
Sq. Ft. : ~z5 +
Resldentfal Units :
ElectricalLicenseNo:77997. PlumbingUcenseNot8982-,,. MechanicatLicenseNo: 17977
Company:NO SHORTS ELECTRIOompany:TM PLOMHING Company: KCA COMPANIES
Expiralion 0 : 2g/97
npproval:
~ Pi a~at
(1) Requallonaend
(2) 1Ma permll $hMl
ebendonedla e
(7) II thh permll exp
I ei
In
a
or
Expiralfon Date : /3 Explralton D 5 /9
Approval : ~ApprovAl : )I~
1m ~,rian~,Raqui~s~,~ ~ ~~IansRaqatr~n3~'&il
Ith the Orovlelons sel lorth In yopur applleallon and is eublect lo the lawe ol ll+e Slels ol Colorado and lo the ioning
1 Rid e. Coloredo or eny olher aDDll"ble ordlnencee of Ihe Ciry.
ulhorPzed Is nal eommeneed wllhln alzty (BO) days Irem beue dale or (A) the butldMq eWhodzed le sueDmded or
be ecquired lor a fee ol one-half the amount normally requhed. Drovided no chenp!s hevh been or wiM Ae mede In Ue
y suepeneion or abandonmenl ha nol ezeeeded one (1) year. 11 chenqef ue made a H me0enelon or ebendonment
oal7 for e new permlt,
iat will change Ihe nalural now of weler ceaeing e inaye problem.
edor Iwenty-IOw (29) haure In advanoe ior aIl In ~ine Bnd shall iecelve wdll ~ ova Inion ta~d beforo
he ob.
il o~drawinge And epeNfkalions shan nol be ne d lo be a permll lor, nor ep al vio Ilon of the provieiene
ance, law, rule or re ulalion. /
ConstrucUon Value .
JI
{
ere accorate,
Permlt Fee :
~Ql S~
ieal Ridge or
and allegallons
Plan Revlew Fee :
d on !hb
1 Ridge Building
USB T81C :
~
4 c~5
r ihis permit.
~
D
Chief ViIding Inspeclor For Mayor - -
TlIIS PERMIT VAIID ONLY WHEN SIGNED BY THE CNIEF BUILDING WSPECTOR AND AYOR
CALL: 234-5933 24 FIOURS PRIOR TO INSPECTION
. DEPAR7'MENT OF PLANNING 4 DEVELUPMC:t::REQUEST FOR PUBLZC SVORKS REVZEN
Dste; Case/Building Permit No.
Loaation: _Sit Lol -e 86
aYeas~`T~e ~ ew the attached materials submitted in application for approval of
, and indicate your decis:on on those items checi;
below, and please add any other comments which you ma; r.a.-e under number 18.
1• Soundary C1osuYe: ~OK _ Not OK; refer t, ~,c~pulations
2•
L- AYea:
Acres
Square
3.
Drainage:
a. Drainage
plan (and report) needed
b. D=ailtage
plan not needed
P. Drainage
provisions have been reviewed and are found to be:
X OK
_ Not OK; refer
to stipulations
4•
~NPDES Permit
Required ~
N
5.
Legal Deserip
tion: ~'OK
Not oK; eefer to stipulations
If not okay,
please explain:
6. % P13bZiC Improvements:-(~~ ~j0-'A AJGQUG 'a'I~y/~'~a"~` `^'~ro~e~P~n-~ -7p~Cr~tDlr•~
a. Street paving needed N b. Curc & Gutter needed(E) N
c. SideWalk needed Y N d. Street Lights neede~ N
e. Stol~n Sewer needed N f. Escrcw required N
If Escrow required, for wha impr vem? Tn uhat qmount?
7. ~ Development'Agreement required ~ N
If Yes, for car,~i~~fzc/
8. All necessary documents have been initiated Public works and are
attached hereto: "Z
9 c
. ~~Is a traPfic impact analysis and report reqc::ed? ~ N
10. ~s a State Highway Access Permit needed? z NO
11. _ New roadway or alley R.O.W. dedication i§ r,~ c9~mm ended:
If yaa, what ie recommended:
12. 11 eXi ting dedicated roadways and alleys meet the standards of the
City: ~tp
If no, which do not and what is requested:
13. _ 11 eXisting and proposed dedications have been reviewed and found to
be: ~,c OK _Not OK; refer to numbers 11 & 12.
14. ~~Approval Th Public Works Department has reviewed this request and
hsrsby giv s it approval, subject to the above and/or attached
stip at na.
.e~ /0/29~ 9.6
Sianat e Date '~'15. _ The PubliC Works Department has reviewed this request and does not
approve ior the reasons stated:
Signature Date
16. ~ Stipulations attached: Yea N~
17. DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT kEPLY:
A: \PLAN&DEV. r..., (F.....-,S)
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