HomeMy WebLinkAbout6965 W 48th Avenue� ► � i City of Wheat Ridge
Residential Foundation Repair PERMIT - 202001967
PERMIT NO: 202001967 ISSUED: 10/02/2020
JOB ADDRESS: 6965 W 48th Ave EXPIRES: 10/02/2021
JOB DESCRIPTION: Install (7) new push piers around the southwest corner of the foundation to
help mitigate vertical movement
*** CONTACTS ***
OWNER (303)902-1202 GERMANO RALPH ROCCO JR
SUB (303)805-8751 RODNEY MARTIN 060125 COMPLETE BASEMENT SYSTEMS
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 91643.00
FEES
Total Valuation 0.00
Plan Review Fee 132.80
Use Tax 202.50
Permit Fee 204.30
** TOTAL ** 539.60
*** 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* � 4 41'
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Residential Foundation Repair PERMIT - 202001967
202001967
ISSUED: 10/02/2020
6965 W 48th Ave EXPIRES: 10/02/2021
Install (7) new push piers around the southwest corner of the foundation to
help mitigate vertical movement
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.
no change of valuation
From: no-reolv(alci.wheatridae.m. us
To: CommDev Perm is
Subject: Online Form Submittal: Foundation Repair
Date: Wednesday, September 30, 2020 2:15:06 PM
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 6965 West 48th Avenue
Property Owner Name Germano, Rocky & Joan
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) 902-1202
rockgermano@gmail.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
60125
City of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
Address
507-720-2711
cbs.permits@completebasementsystems.net
Retype Contractor cbs.permits@completebasementsystems.net
Email Address
DESCRIPTION OF WORK
Location of Work Install (7) new push piers around the southwest corner of the
foundation to help mitigate vertical movement
How is repair being Push Piers
done? Piers, strips, etc.
# of Piers or Strips 7
Upload engineer letter Observation Letter 6965 W. 48th Ave.Ddf
or pages on 8 1/2" x
11" only
Repair Plan Set on
11'x17" only - if
applicable
Project Value (contract
value or cost of ALL
materials and labor)
9643 ok 10/02/2020 bf
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 Greg Knapp
Permit
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Email not displaying correctly? View it in your browser.
ALL WORK SHALL COMPLY WITH
2018 IRC, 2018 IECC, 2020 NEC,
COLORADO PLUMBING CODE
INDEX:
REVISIONS
DATE
BUILDER INFORMATION:
S1-1 GENERAL NOTES
Foundation Design:
0 ----
S1-2 GENERAL NOTES/ LEGEND 1. Soil conditions and types shall be verified by a Engineer during excavation.
Complete Basement Systems
S2-1 FOUND/TION PLAN / TYP. PUSH PIER DETAIL 11795 East 45th Ave
2. All helical piles, push piers, helical anchor tiebacks, wall anchor tiebacks and connection hardware shall be
0
Denver, CO 80239
designed and installed by supplier, such that they provide the minimum allowable capacities as indicated on the
Al ----
ON SITE 720-487-9568
PLANS
drawings. All capacities shown on the drawings are unfactored service loads and have not been reduced for live load
reductions.
MAST 13E ON $FTE FOR INSPECTION
3. Design of individual and continuous footings is based on an assumed maximum allowable bearing pressure of
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Scope of Work:
1500 lbs. per square foot (dead load plus full live load), placed on the natural undisturbed soil, or compacted structural
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1. (7) Push piers will be instaliEu C11 1u Ll a gar of the house to help mitigate vertical movement of this
fill below frost depth.
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area. 1WkJW toField Ins _p.e.ti
STEEL HELICAL PIERS:
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General Notes:
1. Grip Tlte: Model GTRDS2875-0203 (round shaft) Helical Pier with FP3BA Retrofit Bracket
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1. Construction documents are valid for a single use at the project location and shall not be reused, copied, or
2. Install with Pro -Dig X9 torque head to a maximum of 4,800 ft -lbs torque.
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reproduced without written approval of the registered design professional in reasonable charge.
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2. The contractor is responsible for the methods, means and sequence of all structural erection except when
3.. Pier depth is dependent on depth of bearing soil adequate to provide the specified torque resistance, therefore,
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specifically noted otherwise in the construction documents. The contractor shall provide temporary shoring and bracing,
depth is not specified. Pier to be advanced until torque is attained.
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providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all 4. Installation torque serves as empirical verifications of pier capacity, yielding an onsite load test for each pier.
permanent members are placed and all final connections are completed.
Therefore, soils testing is not necessary for generating a theoretical capacity.
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3. The contractor agrees that, in accordance with generally accepted construction practices, the contractor will be
5. Piers shall be 8" minimum helical piers, installed at locations shown on the plans.
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required to assume sole and complete responsibility for job site conditions during the course of construction of the project,
6. It is assumed the each new pier will achieve penetration into bedrock or competent soil, and can be installed to
including safety of all persons and property. This requirement shall be made to apply continuously and not be limited to
the specified capacity. Should bedrock or competent soil not be reached within reasonable depth this office should be
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normal working hours. The contractor further agrees to defend, indemnify and hold owner and engineer harmless from
notified for further instructions.
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any and all liability, real or alleged, in connection with the performance of work on this project, exempting liability arising
7. Contractor is to maintain accurate pier depth and pressure / torque charts for each pier, showing depth and
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from the sole negligence of engineer.
pressure / torque at each shaft section. Charts shall be filled out in real time during installation and maintained onsite
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4. All existing sizes, dimensions and foundation damage shall be field verified by the contractor and owner prior to
for engineer review during inspection. Charts shall be provided to engineer in final form upon completion.
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construction. Discrepancies with the construction documents shall be reported to the structural engineer for additional
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recommendations (if any).
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5. Per the owner's request, the contractor shall stabilize the structure only. No attempt shall be made to lift or plumb
Special Inspectionsm
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the foundation wall without approval for the owner and structural engineer.
1. Special inspections shall be provided per the requirements in the UES Evaluation Report #391, Section 3.3 as
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Field Verification:
well as the requirements of the 2018 IBC Section 1705.9.
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1. Contractor and Owner shall thoroughly inspect and survey existing structure to verify dimensions, elevations,
Cast Concrete
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framing, etc. which affect the work shown on the drawings.
-in -Place
1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" (ACI 318-05/318R-05)
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2. Report any variation or discrepancies to the structural engineer before work proceeding.
All structural concrete shall have a minimum 28 -day compressive strength as follows:
Design Criteria:
1.1 Footings: 3,000psi
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1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge Amendments
1.2 Slab on Grade: 3,500psi
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2. Dead loads
1.3 Foundation walls: 3,000psi
2.1. Roof 20psf
2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall
2.2. Floor 12psf
use Type 2 cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with_
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2.3. Walls 10psf City of
the ACI manual of Concrete Practice.
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3. Live loadsV,%�1 cit ie
3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in
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COMMUNI"TY [3EVElt�t'MENT
3.1. Residential 40psf
the ACI manual of Concrete practice.
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3.2. Roof 20psf APPROVED
Reinforcing Steel:
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4. Snow loads
Reviewed for Code Co Iran °
4.1. Ground/roof snow load 30psf mP Ce
1. All detailing fabrication, and placement of reinforcing steel shall be in
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5. Wind loads
accordance with the ACI Manual of Concrete Practice.
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5.1 Exposure Category C BRANDON F 1 0/02/2020
2. Reinforcing bars shall conform to ASTM A615-79 and shall be
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5.2 135 mph Ultimate Wind Speed Plans Exair,�►iL Date
grade 60.
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6. Seismic LoadsyaliditrofQermn: Me issuance oho enrirwr „o,arof ss ora
3. Except as noted on the drawings, minimum concrete protection q�-� . ,
for be in ACI 318-05/318R-05. ``;•... E. H .Z P. `S'�,
6.1 Seismic Design Category: B and computations shaft not be a permit fvr, or an approval of, any violabon to
reinforcing shall accordance with
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JOB NO.
6.2 Site Class: "D" per USGS any of the provisions of the banding code or of a1W City ardirarues. Fermin
4. No. 5 or larger reinforcing bars shall not be re-bent. :
2020-8413
pnsurnrng to grvr outhority to viaiaHe or cancel tlaeprovisrans oltn@.gwt� 5. Welding of rebar is not permitted unless procedure is approved by x054409
7. Soil Bearing Capacity = 1,500 psf (assumed) C0645 OrothtronWiloomofI*eoryshoHnot bevalld
the Structural Engineer.
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S1-1
EXP. 10/31/'21
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Structural Steel:
1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 Al SC 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 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 f- PIER #
LOAD ON PIER
HELICAL PIER
��
H.P. #x PIER #
_� LOAD ON PIER
WALL ANCHOR
W.A. #x ANCHOR #
WALL BRACE
W.B. #x BRACE #
CARBON FIBER
C.F. #x CARBON FIBER #
MONO POST
M.P. #x POST #
(xxxx#)
_� LOAD ON PIER
CY 4*
Wheat Ridge
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EXP. 10/31/21
REVISIONS
DATE
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JOB NO.
2020-8413
SHEET
S1-2
OF
3
AN INSPECTION BY THE CIN OF
WHEAT RIDGE ISNPECTORS 15
REQUIRED PRIOR TO BACKFILLING.
ENGINEER OBSERVATION LETTER IS
REQUIRED FOR FINAL INSPECTION.
(N) P.P. #1 (E) HOUSE/
BASEMENT
(12.3k)
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(N) P.P. #2
(12.3k) 2
(N) P.P. #3 S2-1
(12.3k) 00
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(N) P.P. #4
(12.3k) �-
5'-8" 6' 3'
(N) P.P. #5
(12.3k)
(N) P.P. #6 (N) P.P. #7
(12.3k) (12.3k)
(E) ENCLOSED PORCH
o)EF2�Uu N DAT 10 N PLAN
1/16" = 1'-0"
NOTES:
1. SEE SHEETS S1-1 THROUGH S1-2 FOR GENERAL NOTES.
2. INSTALL PUSH PIERS PER PLAN.
(E) GARAGE/ PP BRACKET
SLAB
Wheat Ridge
(E) FOUNDATION
WALL
(E) SLAB FLOOR
(N) PUSH PIER,
SLEEVE AND BEARING
CAP BY GRIP-TITE WITH
FP3BA BRACKET
2 TYP. PUSH PIER DETAIL
1" = 1'-0"
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AXP. 10/31/21
REVISIONS
DATE
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JOB NO.
2020-8413
SHEET
S2-1
OF
3
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
9/30/2020
RE: Job# 2020-6965
6965 W.48 TH Ave.
Wheat Ridge, CO 80033
As requested, a site visit and observation were performed at the property located at the address
above on 9/28/2020 at approximately 1:00 p.m. by 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 partially finished basement located in an
established neighborhood. The building is assumed to have been built in 1946 (based on an online
search of the Jefferson County Assessors records).
The foundation is constructed of concrete and is assumed to be on spread footings. The house
appears to be constructed of wood with stucco siding. 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
• Cracks in the stucco veneer on the south wall, near the southwest corner
• Cracks in the stucco veneer on the west wall, near the southwest corner
• Cracks in the foundation wall in the basement, near the southwest corner
• Cracks in the stucco veneer on the base of the east wall of the garage
• Cracks in the stucco veneer on the north wall
• Cracks in the interior finishes in the bedroom on the southwest corner of the house
Recommendations
The cracks observed in the walls were likely caused by vertical movement of the foundation.
These movements are most likely caused by contraction and expansion of the soil due to changing
moisture content. The following is a prioritized list of recommended repairs that should be made
to stabilize the foundation:
• Install (7) new push piers around the southwest corner of the foundation to help mitigate
vertical movement of this area of the house.
• 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.
• Ensure proper grading and drainage around the perimeter of the house to help prevent
excess moisture accumulation in the soil surrounding the foundation. See best practices
for foundation maintenance for additional information.
CRY of
1
Wheat Ridge
BuHding Davison
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
• Patch and monitor any cracks in concrete, stucco 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.
CRY of
Wheat Ridge 1 2
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
Figure
1: Cracks in the stucco veneer on the south wall, near the southwest corner
Figure 2: Cracks in the stucco veneer on the south wall, near the southwest corner
CRY of
Wheat Ridge
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
Figure 3: Cracks in the stucco veneer on the west wall, near the southwest corner
Figure 4: Cracks in the stucco veneer on the west wall, near the southwest corner
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
Figure 5: Cracks in the foundation wall in the basement near the southwest corner
Figure 6: Cracks in the foundation wall in the basement near the southwest corner
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
Figure 7: Cracks in the stucco veneer on the base of the east wall of the garage
Figure 8: Cracks in the stucco veneer on the north wall
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
Figure 9: Cracks in the stucco veneer on the north wall
09/28/2020
Figure 10: Cracks in the stucco veneer on the west wall, near the southwest corner
City of
Wheat Ridge
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
Figure 11: West wall
WE=
i"
Figure 12: Cracks in the interior finishes in the bedroom on the southwest corner of the house
city of ` 8
Wheat Ridge
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
SO
Figure 13: Cracks in the interior finishes in the bedroom on the southwest corner of the house
Figure 14: Cracks in the interior finishes in the bedroom on the southwest corner of the house
CKll of
Wheat Ridge
9100 W Jewell Ave
Lakewood, CO 80232
OL ENGINEERING, INC. 720-440-9450
www.dlengineer.com
Figure 15: Front of the 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 ,
Sincerely,
Kelly Hoiness, PE
��PpO IC
P\
H
S\O
0054409
-13
�S`s��NAL EAG\
EXP. 10/31/21
CRY of
Wheat Ridge
M.. 10
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http://www.ci. wheatridge.co. usfinspection
Date:`,0-Zc -2o?C- Inspector: -
DO NOT REMOVE THIS NOTICE
6465 V4N Aye,
2or7o6 ab$
INSPECTION
RECORD
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INSPECTION REQUEST LINE: (303) 234-5933
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Occupancy/ i
W/2-
Inspections
/12
Inspections will not be performed unless this card is posted on the project site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date Inspector Comments
Initials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground/Slab Inspections Date Inspector Comments
Initials
Electrical
Sewer Service
Plumbing
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
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
�fp f7
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
*For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
City of Wheat Ridge
V
Residential Roofing PERMIT - 201706968
PERMIT NO: 201706968 ISSUED: 09/06/2017
JOB ADDRESS: 6965 W 48th AVE EXPIRES: .09/06/2018
JOB DESCRIPTION: Residential Re -roof to install owens corning asphalt shingles - 25 sq
Pitch = 4/12
*** CONTACTS ***
OWNER (970)261-3801 JOHNSON ELMER EUGENE
SUB (720)697-6131 Andrew Chambers 130049 Vivax Pro Roofing
*** PARCEL INFO.***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,200.00
FEES
Total Valuation 0.00
Use Tax 256.20
Permit Fee 251.85
** TOTAL ** 508.05
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may bb called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required
to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield
is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturer installation instructions,
whichever is more stringent. In order to pass a final inspection of elastomeric or similar
type roof coverings, a letter of inspection and approval from the manufacturer technical
representative stating that "the application of the roof at (project address) has been
applied in accordance with the installation instruction for (roof material brand name)
roof covering" is required to be on site at the time of final inspection.
Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be
required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped
off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the
Homeowner.
i City of Wheat Ridge
v P
Residential Roofing PERMIT - 201706968
PERMIT NO: 201706968 ISSUED: 09/06/2017
JOB ADDRESS: 6965 W 48th AVE EXPIRES: 09/06/2018
JOB DESCRIPTION: Residential Re -roof to install owens corning asphalt shingles - 25 sq
Pitch = 4/12
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
pe formed and that all work to be performed is disclosed in this document and/o its' accompanying approved plans and specifications.
AL�� &v'4— 91 � - (–I
Signa re of OWNER or CONTRACTOR (Circle one) Date
Th permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
sub ect to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2, Thos permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
g. 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 ranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable c e o n�yfordmance or regulation of this jurisdiction. Approval of work is subject to f any
inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dane Lovett
2oi7osg6 8
From: no-reply@ci.wheatridge.co.us
Sent: Tuesday, September 5, 2017 9:43 AM
To: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Follow Up Flag: Follow up
Flag Status: Completed
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION L
Q
Property Address 6965 w 48th ave
Property Owner Name Tami Johnson
Property Owner Phone 9702613801
Number (enter WITH
dashes, eg 303-123-4567)
41
F10"
Property Owner Email tamijoj7@aol.com
Address
Do you have a signed Yes
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed Roof (1).pdf
Contract
CONTRACTOR INFORMATION
Contractor Business vivax pros
Name tt`
Contractor's License 130049
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone 7206976131
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address 1050 yuma st
(Primary address of your
business)
Contractor Email Address btrent@vivaxpros.com
Retype Contractor Email btrent@vivaxpros.com
Address
DESCRIPTION OF WORK
TOTAL SQUARES of 25 /
the entire scope of work:
Project Value (contract12200
value or cost of ALL
materials and labor)
Are you re -decking the No
roof?
42
Does the scope of the
project include a flat roof
(less than 2:12 pitch)?
Does the scope of the
project include a pitched
roof (2:12 or greater
pitch)?
What is the pitch?
How many squares are
part of the pitched roof?
Describe the roofing
materials for the pitched
roof:
Type of material for the
pitched roof:
Provide any additional
detail here on the
description of work. (Is
this for a house or
garage? Etc)
No /
Yes
4/12
25
owens corning
Asphalt
house
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work
may not begin on this
property until a permit
has been issued and
posted on the property.
Yes
Yes
Yes
43
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.
Name of Applicant brittany trent
Email not displaying correctly? View it in your browser.
M"
�I dinspect all roof Decking
_ u vaIICy U Eave
Mse magnet to capture nails in yard & driveway Clean out gutter
eet Building Code Upgrades ODispose of all tear -off dPhri,
Additional Work: ❑ Other
.,Gutters
❑ Stain Deck/Fence
❑ Paint
Vivax Pros will rmm�i-+- ...__ .
❑ Siding/Trim
❑ dows/Doors/Screens
Shed Included: ❑ Yes
estimate $ ❑ No
negotiations on the scope of work. Homeowner is not required to pay this amount.
This amount is likely to change after insurance adjustment and
A. Contingency Agreement: By authorizing this Agreement, the Property Owner allows Vivax Pros to
best interest for a project replacement or re air at a rice agreeable to the insurance compan and_
is determined between Vivax Pros and the omeovv e Insurance Company; it shall become the final represent the Property Owner's
overhead and profit; with no additional out of pocket costs the Property Owner except the deductible. co When an agreeable price
being a r ved by the insurance contract price, including
Y; t���roperty Owner aridVivax Pros shall eriter a buildingontra�t for the work
f work
descri ! d . bove.��`
Customer agrees to allow Vi„a,t r,us perrorm the work as specified on the Insurance Loss Sheer and/or this contract.
Final Insurance (RCV) $ Customer Upgrades $
Permit Fee $ (Out of Pocket)
Approximate Start Date Total Amount $
- Homeowner has the right to rescind conctract for full refund of deposit before date of material delivery.
- Homeowner to provide Vivax Pros with final supplemented Insurance loss sheet.
- All deposit funds will be held in trust and used only for above homeowner's job. y
I hereby authrize Vivax Prost complete work as specified above.
Date: i 11-- � Vi
vax:
Vivax Pros
Payment to b
.-PullPayment Required at completion of e h
Date:
e made as follows: Customer ma y ac Trade
Deposit $ YPa Vivax as funds are received from their insurance company
Due upon signing this contract or receipt of first check fromcuktomers'insurance company. Minimum of35%,
Date
ACV Payment $
Che
Due upon signing this contractor due upon delivery of materials equal to the full balance of the ACV amount issue
Date
Additional Payment $ dbyinsurance including supp/emenh
Additional Pa me t Check#
y n $ Check# Date
Due upon completion of each scope of work. Customer to remit funds for the entire balance ofanyand
all scope of work as completed.
i CITE( OF WHEAT RIDGE
_:�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 9 r c - r- �" i
Job Address: 6 96-1,- LA/ q zq +A
Permit Number: —d c i-7 E G-7 t. R
flea
M
❑ No one available for inspection: Time Y A PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: V J 4 //-7 Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
_1�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: "'.-0-10
Job Address: G � ` Q V f+ t
Permit Number:
❑ No one available for inspection: Time AM/PIS
Re -Inspection required: Yes(Noy
When corrections have been made, call for re -inspection at 303-234-5933
1) 1 fk- J//� /;/
Date: Inspector: o
DO NOT REMOVE THIS NOTICE
I i y
Building Permit Application
U�M=
A
Address:
City, State, Zip
M
Electrical:
WR City License #
Complete all information on BOTH sides of this form
Wft' t# (if different than propwty address)
m 1 r� " t
F C USE ONLY
City of tit ;
� ?&S (d 1/9 t &C,
;s « « « �� I� �� ` « c+ • e « � «� ". » «:.
• « „ , e
iu, per "
i
r m M
Complete all Information can BOTH sides of this form
Sq. FULF o C Btu's Gallons
Amps Squares Other
L! O. IOMCE USE ONLY
Building Permit Application
M
0
t 133=
Address:
., =.
I
**00*006M
Electrical: Plumbing:
W.R. City License # W.R. City License #
URCIS
Complete aff information on BOTH sides of this form
SignatureW Chief Building Official Date
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Occupanc J �e
Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 3:00 p.m. to receive an inspection the following business day.
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections 0. Comments
I
• ����* viii =���i������;� ������,����
R IRMA
I ough Inspections #. -
i —1- Comments
Final Inspections I
--L-
Of Above I
CITY OF WHEAT RIDGE
03/65/13 16:22 AN edba
Judith T' Quinlan
WEPT NO-6 DA118396
AMOUNT
8PSP Install 98,888 btu f
156.75
201309288
Pervit Fee
x.56 5
PAYK4T RECEIVED
AROUHT
VS 2596
156.75
Auth Code:
06947D
TOTAL
---------- I ---------- I - ------------------
156.75
. .r ~
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1695
. BUILDING INSPECTION DIVISION - 235-2885
" CITY OF WHEAT RIDGE Date :8/22/95
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner : ARMSTRONG VIRGIL L
Property Address : 6965 48TH AV Phone : 421-4423
Contractor License No. : 17152
Company : Precise Plumbing Phone : 534 0881
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby cert itY Mat the setback distences proposed by this permk applieation are accurate,
and do not violate appIicabla orclinancea, rulas or mgulatrons of the City ot Whe9t Ridge or
wvenants, eaaemenia or roslrktions of record; that all measuremeMa ahown, and elbgations
made ere eaurate; that I have read arM a~rree to abide by all conditans priMedon Mis
applkatbn, and that I assume tull responaibil'~(y for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge oMmances, for work under this pertnR.
(OWNER)(CONTRACTOR) SIGNED DATE
Description : WATER HEATER
Construction Value :
$388.00
Permit Fee :
$15.00
Plan Review Fee :
$0.00
Use Tax:
Total:
$15.00
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
Approval :
Approval:
Oxupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: ' Approval:
0 0 ~
(i) permits a"ieW Blesua inCoof Whea RMthe C ~ a eforth nY oMer~a ~pWi~PDb OrEinen~s of thaecl~b~ laws of ths Stffie d Cdaedo anA to the Zoninp
(z) rn~u n ~ ae ~ a(n~tlaawyak authonzetl is nol Commencetl withm aixty (80) daya Tam lasue dffie or (B) Ma bulWing euCrorized ia suspentle0 ar
(3) If Mis pemik expirea, a newpem~lt may be eCqulretl for e f8B W onlhall iha emount normalty require0. Pmvded no thenpas have been a wi% be metle In ihe
original plene end speciflcaoons aM eny suapension w abaMlonmant hae nol excledaA one (t) year. M che~gea are matle a H euapensbn w abentlonment
ezceeda one (1) ym/, NII fea ahell be paid !or e newpertnit.
(4) No work of any manner shall be done that wilt diarge iha naNralllav otwater caueing a tlreinepe problem.
(5) Contractor tMlt ratiy Cre BuiWinp Ineoedor Nrenty-tour (24) houn in advance for ell inspeellons antl Mall recelve wrilkn appmval on Inapacdon eaM Cefae
o~oceednrip wiN aucceasive p~ases oi ihe
(e) etl MBB perm eMY Me~~ I ~ N~ o~u~tions shall not 6e constn~etl to be a permft tor, na an epprovel of, erry vbiaUon W Ma Wwfsio~n
a The issu
ding Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOUR3 PItIOR TO INSPECTION
~
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
Property Owner : ~z Z~<»
Property Address : C, yC 5 4
I ~ Phone : zlla
Contractor License No. : ~ .5- ~t_ .
Company : /5~ vc (`s 4 //~/"a ly, Phone : ~ /
OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the se[back distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
wvenants, easements or restnctions of record: that all measurements shown, and allegations
made are accurete; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibiliry tor compliance with the Wheat Ridge Building
CndP (U.B.r.) e~d zA o+.he• a,prczble Whez: Big'.3e ordinsrws, fcr wo;k ander il~6 peuiifi.
(OWNER)(CONTR.4CTOR) SIGNED ~~••C~' DATE_
Description :
z~ - ~6. L,/.
~
Construction Value :
3 s- r~ -
Permit Fee :
/5 ~
Use Tax :
~;1~,- ~ %
Total:
/S -
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
~
Approval :
~ - ~
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Fynirat!nn. D8}P : EXpIfBtl^!7 D3t° : EXpIl: ::C^ Q2:2 :
Approval : Approval : Approval :
A ~1~►i1s ~E~l~ ~I 2 ~ .
~ ` . .
(1) This permR was issued in accordance with the pravlsions set torth in yapur application antl is subjecl to the laws ot the SWte of Coloredo and to the Zoning
Regulations and Builtling Cotle of VMeat Ridge, Coloratlo or any oNer applicable ordinances of the Ciry.
(2) This permit shall ex0ire if (A) the work authonzetl is no[ commenced within sixry (60) tlays from issue date or (B) the builtling auNOnzetl is suspentletl or
abandoned for a periotl of 120 tlays.
(3) If this permit expires, a new petmit may be acquiretl for a(ee of one-halt the amount normally required, provitletl no changes have been or will be matle in the
original plans and specifications and any suspansion or abantlonment has not eaceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall De paid !or a new permit.
(4) Nb work of any manner shall be tlone that will change the naNral flow of water causing a tlrainage problem.
(5) Controctor shall notify the Building Inspector lweny-four (24) hours in atlvance for all inspeclions and shall receive written approval on inspection cartl before
proceetliing with successive phases oF the job.
(6) The issuance oi a permit or the approval ot drawings and specifcations shall not be consVUed to be a permit (or, nor an approval ot, any violation of the provisions
of the builtling wtles or any other ordinance, law, rule or regulation.
Chief Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION