HomeMy WebLinkAbout3177 Chase StreetPERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
Residential Foundation Repair PERMIT - 202001144
202001144 ISSUED: 06/24/2020
3177 Chase St EXPIRES: 06/24/2021
Foundation interior repair with wall braces, 8 helical piers.
*** CONTACTS ***
OWNER (303)233-2033 BEEBE SHIRLEY M
SUB (303)805-8751 RODNEY MARTIN
060125 COMPLETE BASEMENT SYSTEMS
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,400.00
FEES
Total Valuation 0.00
Plan Review Fee 112.19
Use Tax 155.40
Permit Fee 172.60
** TOTAL ** 440.19
*** 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 2012 IRC, 2017 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.
City of Wheat Ridge
Residential Foundation Repair PERMIT - 202001144
PERMIT NO: 202001144 ISSUED: 06/24/2020
JOB ADDRESS: 3177 Chase St EXPIRES: 06/24/2021
JOB DESCRIPTION: Foundation interior repair with wall braces, 8 helical piers.
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
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 thepermit 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6.e
uance or gr ng of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
bl code 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.
O6/Z4/2O20 O9�4O \�ouo
CDA02292?
DP9P 3l77 Chasu St 44O.1Y
APPL/PEkMlT NU: 2O2O81144
AMOUNT
PA/MENT KECEIVED
440 19
PP / 9388 '
AUT� CODE� ?6987452
44O.19
r0T�L
----------------------
Dina Kemp
From: no -reply@ ci.wheatridge.co.us
Sent: Thursday, June 18, 2020 11:12 AM
To: CommDev Permits
Subject: Online Form Submittal: Foundation Repair
Categories: Plan Review Needed, Dina
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
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**
3177 Chase Street
Beebe, Shirley
303-233-2033
bbchase77@gmail.com
Wheat Ridge Payment Form.pdf
CONTRACTOR INFORMATION
Contractor Business Complete Basement Systems
Name
1
Wheat Ridge Contractor's 60125
License Number (This is
a 5 or 6 digit number for
the City of Wheat Ridge)
Contractor Phone 720-507-2711
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Email Address cbs.permits@completebasementsystems.net
Retype Contractor Email
Address
DESCRIPTION OF WORK
Location of Work
How is repair being
done? Piers, strips, etc.
# of Piers or Strips
Upload engineer letter or
pages on 8 1/2" x 11 "
only
Repair Plan Set on
11 "xl7" only - if
applicable
cbs.permits@completebasementsystems.net
Foundation Interior
Wall Braces
8
Obs Letter Unlocked 3177 Chase St.pdf
Plans Unlocked 3177 CHASE ST.pdf
Project Value (contract 7400
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
z
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.
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.
.1 u n 17,21120 4:06 P M
6/17/2020
RE: Job# 2017-4051
3177 Chase St,
Wheatridge, CO 80214
OL
;`t RUL t.
noON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Projects are
Subject to Field Inspections
As requested, a site visit and observation was performed at the property located at the address
above on December 7, 2017 at approximately 9:00 a.m by Daniel LeMier, P.E. 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 crawlspace located in an
established neighborhood. The house is assumed to be built in 1932 (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 interior
of the house appears to be constructed of wood with lap siding at the exterior. The observation
was visual and limited to the exterior and the interior of the home. No observation was
performed on the roof structure. In addition, there were no structural or architectural plans
available for review at the time of observation. There was also no access to the east and west
crawlspaces. For purposes of this report we assume that the home faces east.
Observations
• Settlement of the floor on inside
• Cracking at windows and over openings in drywall
• Cracking in the basement walls
• Poor drainage
Recommendations
The cracks observed in the walls were likely caused by vertical & lateral movement 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 list of recommended repairs
that should be made:
• Install (4) wall braces on the west & (4) wall braces on the east basement foundation
walls to help mitigate lateral movement.
• Replace center temporary support with new Smart Jack and pad footing in crawlspace.
• Patch and monitor all cracks. This will give a k "
is observed, future piers will be required. Cor
assessment.City of
OcormW heat Ridge
• With any foundation movement, the only way MUNI'7Y L)EVELC�I'MENT
the entire foundation. This report only addres. APPROVED
and areas where there was access.
1f9
Reviewed for bode Comnlianee
Randy Slusser 6/23/2020
Plans Examiner _ Dal.
Validity of oetmll: The issuance of o pemsit a gpprovd of peens spec4k-'lone
and cwnputobons shop not be a permit fa, or art opprovot of, any aolobon to
any of the provisions of the burdlag code or of aW City avdinonces. Permltt
presuftng to give outhorlty to v(olote or Canal the provisions of elle Gumov
coda or other wd►nonets of the C ty shoO rwt be valid
Jun 17,2020 4:06 PM
UL FNfJMNM41Nti, INC.
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.
City of
HOUFf 1: Settlement of floor Wheat Ridge
Building Division
2
219
Ja•17,2026 4:06PM
pL EniCIN�EIaINc. !vC.
126Tdll�9T
Figural: Crack over opening
Figurc 3: Crack of window
3/9
City of
VAeat Ridge
Building Division
Ja•17.2020 4:06PM
QP
6L 0NUNEERINIC, INC.
RgUre9: Crock Owopening
Rgure 5; Overall pfcruwlspace with waadsuppon
City of
Wheat Ridge
Buiiyling Division
6/9
Ja•17,2026 4:06PM
Qp
PL ENC�NEERING. ftqr
-
Roam 6; Cracking in basement wall
Figure 7: Crock at basement window
5/9
City of
Wheat Ridge
Building Division
a..17,2620 6:06PM
Figure 6: Dock at basement Adndaw
F/gum 9: Cracking In foundation wall
City of
Wheat Ridge
Building Division
6
6/9
€ L Eh!BiN�@iY1NG.
Wit.
Figure 6: Dock at basement Adndaw
F/gum 9: Cracking In foundation wall
City of
Wheat Ridge
Building Division
6
6/9
Ju17,2020 6:06PM
M �,N@INE€RINKI iNt:.
Figure 10r Foordralno90
Figum 11: Alley Side ofhouse
7/9
City of
Wheat Ridge
Building Division
.Iae19,2020 4:06PM
^L ENGINE=_RING. INC.
Figure 12: Back of house
Figur¢ 13: Fant ajhause
City of
Wheat Ridge
Building Division
g/9
.len 17,2020 4:06 PM
AS
1
IJL INti
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
mwebergPd. _lengineer. .m.
Sincerely,
Matt Weber, PE
fr
Digitally signed by � �be�r,3�� '
Matt PE
DN: O=DL Engineeri ��r�q?
Matt Weber, P.E.", � in"10-0 .
wcuci Vuwcuyni F"r
Weber Reason: I am the au r thi:
document
I Location: your signing location
here
Date: 2020-06-17 15:53:49
P.E. Foxit PhantomPDF Version:
9.7.1
9/9
City of
Wheat Ridge
Building Division
City of
Wheat Ridge
Building Division
.1 u n 17,21120 4:06 P M
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD. FOUNDATION STABILIZATION AT
UNIT D-203 3177 CHASE ST
DENVER, CO 80227 WHEATRIDGE, CO 80214
720-440-9450 OWNER: BEEBE
WWW.DLENGINEER.COM
INDEX:
S1-1 GENERAL NOTES
S1-2 GENERAL NOTES
S1-3 GENERAL NOTES/ LEGEND
S2-1 FOUNDATION PLAN
S3-1 TYPICAL POWER BRACE DETAIL
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
DATE:
6-17-2 e t1ZfiiTWJW4c1
REVISION DATE: PAGE OF
----
31-1 5
BY: CHECKED BY:
MW DL
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 st
which affect the work shown on the drawings.
2. Report any variation or discrepancies to the structural engineer befon
Foundation Design:
1. Soil conditions and types shall be verified by a Geotechnical Enginee
2. Follow all recommendations of the Geotechnical Engineer for foundat
3. All helical piles, push piers, helical anchor tiebacks, wall anchor tiebal
installed by supplier, such that they provide the minimum allowable capacitie
on the drawings are unfactored service loads and have not been reduced foi
4. All steel for helical piles, push piers, helical anchors tiebacks, wall an(
connection hardware shall be hot dip galvanized.
5. Design of individual and continuous footings is based on a maximum
foot (dead load plus full live load), placed on the natural undisturbed soil, or i
City of
OcormMUNI'7Y [)EVELC�I'MENT
APPROVED
Reviewed for Code Comalianee
Randy Slusser 6/23/2020
Plans Examiner Date
Validity of cermit: The issuance CIO permit a gpprovd of plans specif -twit
and cvrnputohans shop not be a permit fa, or an opprovot of, any vrolobon to
any of the provis/ons of rhe buidlag code or of aW My avdrnonces. Permltt
presumng to give outhorlty to v(oloAe or canal the prwisbas of ttte OW&g
Design Criteria: coda orotheradrnoomofehecltythaNrWbew?A
1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge Amendmumb
2. Dead loads
2.1. Roof 12psf
2.2. Floor 10psf
2.3. Walls 10psf
Matt
3. Live loads
Weber,
3.1. Residential40psf
3.2. Roof 20psf
P.E.
4. Snow loads
4.1. Roof snow toad 30 psf
5. Wind loads
5.1 Exposure Category C
5.2 135 mph ultimate wind speed
115
Jun 17,2020 4:06 PM
DL ENGINEERING INC. DATE: E
2750 S. WADSWORTH BLVD. FOUNDATION STABILIZATION AT 6-17-20204051
UNIT D-203 3177 CHASE ST REVISION DATE: OF
DENVER, CO 80227 WHEATRIDGE, CO 80214 �- 5
720-440-9450 OWNER: BEEBE BY: CHECKED BY:
WWW.DLENGINEER.COM MW DL
Cast -in -Place Concrete
1. All concrete design is based on the 'Building Code requirements for Reinforced Concrete" (ACI 318-05/318R-05)
All structural concrete shall have a minimum 28 -day compressive strength as follows:
1.1 Footings:3,000psi
1.2 Slab on Grade: 3,500psi
1.3 Foundation walls: 3,000psi
2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall use Type 2
cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with the ACI
manual of Concrete Practice.
3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in the ACI
manual of Concrete practice.
Reinforcing Steel:
1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice
2. Reinforcing bars shall conform to ASTM A615-79 and shall be grade 60.
3. Except as noted on the drawings, minimum concrete protection for reinforcing shall be in accordance with ACI
318-05/318R-05.
4. No. 5 or larger reinforcing bars shall not be re-bent.
5. Welding of rebar is not permitted unless procedure is approved by the Structural Engineer.
Structural Steel:
1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel
Buildings, and "Code of Standard Practices" 2005.
2. Structural Steel shall be confirmed to the following grades:
2.1 W- & WT- Shapes: ASTM A36, A992
2.2 Plates & Angles: A36
2.3 HSS: ASTM A500 gr B
2.4 Steel Pipe: ASTM A53 gr B
3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be %",
unless noted otherwise on the drawings.
4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation.
Structural Wood framing:
1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better.
2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of
the IBC. All nails shall be common type, unless noted otherwise.
3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters,
trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in
manufactures tables U.N.O. all nails holes shall be filled.
4. All multiple members shall be glued & nailed together.
5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal.
6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed.
Periodic surveys:
1. Periodic surveys of the supported structures should be conducted to assure project success
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
2/5
The Owner should be City of
Wheat Ridge
n
Building
Jun 17,2020 4:06 PM
DL ENGINEERING INC.
DATE:
JOB#:
2750 S. WADSWORTH BLVD.6-17-2020
UNIT D-203
DENVER, CO 80227
720-440-9450
WWW.DLENGINEER.COM
FOUNDATION STABILIZATION AT
3177 CHASE ST
WHEATRIDGE, CO 80214
OWNER: BEEBE
2017-4051
REVISION DATE:
----
PAGE
31-3
OF
5
BY:
MW
CHECKED BY:
DL
moving, it will likely continue to so (unless action is taken) resulting in further settling,
heaving, unsightly cracks, doorstwidows 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 PIER #
(xxxx#)
LOAD ON PIER
WALL ANCHOR
W.A. #x ANCHOR #
MONO POST
M.P. #x r-- POST #
(xxxx#)
LOAD ON PIER
HELICAL PIER
H P #x �— PIER #
(xxXx#)
—'-- LOAD ON PIER
UK,-
City of
Wheat Ridge
Building Division
Jun 17,2020 4:06 PM
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.
UNIT D-203
DENVER, CO 80227
720-440-9450
WWW.DLENGINEER.COM
FOUNDATION STABILIZATION AT
3177 CHASE ST
WHEATRIDGE, CO 80214
OWNER: BEEBE
DATE: JOB #:
6-17-2020 2017.4051
REVISION DATE: PAGE OF
---- S2-1 5
BY: CHECKED BY:
MW DL
- FOUNDATION PLAN
NOTES: V
1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES.
2. INSTALL POWER BRACES PLAN.
3. EPDXY INJECT CRACKS.
o. e.
4/5
Ili
D
0
0
z
0
ry
U -
City of
Wheat Ridge
Building Division
Jun 17,2020 4:06 PM
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD. FOUNDATION STABILIZATION AT
UNIT D-203 3177 CHASE ST
DENVER, CO 80227 WHEATRIDGE, CO 80214
720-440-9450 1 OWNER: BEEBE
WWW.DLENGINEER.COM
1
(E) FOUNDATION WALL
FIELD VERIFY
T.O. (E) FOOTING
(E) WALL
DATE. JOB #:
6-17-2020
2017-4051
REVISION DATE:
PAGE
OF
---
S3-1
5
BY.
CHECKED BY:
MW
DL
(N) INTELLIBRACE
CONNECTION TO (E)
JOISTS OR (N) BLOCKING
a
i
C5°a , (E) JOIST
(N) INTELLIBRACE W/
BOLTED CONNECTIONS
c BY GRIP-TITE PER PLANS
GROUT/SHIM BETWEEN
°' BRACE & CONC WALL TO
g ENSURE CONTINUOUS
BEARING
a . PROVIDE ENGINEER OBSERVATION LETTER
.a
AT FINAL INSPECTION
a '4
a�
.a
° 4
° °
, TYP. POWER BRACE DETAIL0
01 V
5/5
City of
Wheat Ridge
Building Division
=Z!
3/29/2018
Complete Basement Systems
11795 East 45`h Ave.
Denver, CO 80239
RE: Job Number 2017-4051
Site Observation Visit (Beebe)
3177 Chase St.
Wheat Ridge, CO 80214
OL ENGINEERING, INC.
2750 S. WADSWORTH BLVO.SUITE 0-203
OEHVER.CO80227
720-440-9450
DL Engineering Inc. reviewed the progress of construction for the subject project on March 16, 2018.
The following is a summary of the observations made:
New Observations:
Reviewed the helical piers. There was 1 pier installed on the north wall spaced at
approximately 2'-6" from the northwest corner.
o The pier spacing was observed and appears to be in conformance with the
construction documents.
o The pier was installed to refusal or to a depth no less than that specified in the
construction documents.
o The helical pier appears to be installed in conformance with the structural
mitigation plan.
Reviewed the construction of the new foundation wall. There were 6 pieces of
horizontal rebar, (2) top, (2) bottom, (2) footing. There were vertical #4 rebar extending
out of the footing into the wall spaced approximately 16" o.c.
o The wall placement and reinforcing appears to be in conformance with the
construction documents.
o The crawl space was back filled according to the construction documents.
• 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 pier may consolidate the soil under the pier. 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 pier should be re -pressurized. A
Geotechnical Engineer should be present for the re -pressurizing of the pier.
OL ENGINEERING. 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.
rarp@dlengineer.com
Sincerely,
Ryan Arp, EI
Under the direct supervision of,
Daniel LeMier, PE
cc'�) r.;
Jackson Hewitt
Attn: Roger Loacher
4385 Wadsworth Blvd
Wheat Ridge, CO 80033
City Of
W heat1?
jd e
�COMMUNITY DEVELOPMENT
NOTICE AND ORDER
TO
PROPERTY OWNER
Pursuant to the 2012 International Property Maintenance Code, the property owner of record:
Jackson Hewitt
Attn: Roger Loacher
4385 Wadsworth Blvd
Wheat Ridge, CO 80033
of the property legally described as:
Parcel ID 39-233-00-001, commonly known as:
4385 Wadsworth Blvd
Wheat Ridge, CO 80033
Are hereby notified that the above described property has, this 14th day of June, 2018, 30 days to
contact the Wheat Ridge building division to give us a time frame for when the broken windows on
the building that are boarded up will be replaced.
We have received several complaints that the boarded up windows are an eye sore and we would
like this addressed as soon as possible.
Please contact the Wheat Ridge building division at 303-235-2803 to discuss this issue.
Dane Lovett
Building Inspector
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2803
Chalet Restaurant
Attn: Roberto Gonzalez
7340 W 38th Ave
Wheat Ridge, CO 80033
City of
�Wheat Kjdge
C(OMMMUMTy DEVELOPMENT
NOTICE AND ORDER
TO
PROPERTY OWNER
Pursuant to the 2012 International Property Maintenance Code, the property owner of record:
Chalet Restaurant
Attn: Roberto Gonzalez
7340 W 38"' Ave
Wheat Ridge, CO 80033
of the property legally described as:
Parcel ID 39-261-00-035, commonly known as:
7340 W 38' Ave
Wheat Ridge, CO 80033
Are hereby notified that the above described property has, this 14t' day of June, 2018, 30 days to
contact the Wheat Ridge building division to set up an inspection for the deteriorated roof of the
building to assess and inspect the building for any structural damage resulting from hail or water to
determine whether the building is safe for occupancy.
After the initial inspection, a re -roof permit will then be required to repair the roof.
Please contact the Wheat Ridge building division at 303-235-2803 to discuss the dates of your
inspection, we would like to meet with the owner or the owner's representative on site to discuss
how to address any issues we may discover.
Dane Lovett
Building Inspector
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2803
A i CITY OF WHEAT RIDGE
iA 136 rding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: q / 9 - :� v "U, h,4 r-, "a /
Job Address: -31-7-7 C Fl a 'ST
Permit Number: "D D/$ o o 1 q
❑ No one available for inspection: Time I -,D = 9 5 AM/(9
Re -Inspection required: Yes')
When corrections have been made, call for re -inspection at 303-234-5933
Date: 4P -IT-// Inspector: 1 j
DO NOT REMOVE THIS NOTICE
,Pm
I-)
INSPECTION RECORD
INSPECTION -ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79
INSPECTION REQUEST LINE: (303) 234-5933
Occunanc /Type
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 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
Initials
Comments
Electrical
Comments
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
ALL
Final Mechanical
C1 —he�
Roof
Final Window/Doors
Final Building
NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
For low voltage permits – Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
City of Wheat Ridge
Residential Roofing PERMIT - 201702479
PERMIT NO: 201702479 ISSUED: A/2.3/2017
JOB ADDRESS: 3177 Chase ST EXPIRES: 06/23/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning TruDefinition Duration asphalt
shingles with 13.83 sq. `
*** CONTACTS ***
OWNER (303)233-2033 BEEBE SHIRLEY M
SUB (720)339-7247 Seth Ludwig 090432 Wimmer Roofing and Exteriors
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,149.00
FEES
Total Valuation 0.00
Use Tax 87.13
Permit Fee 125.05
** TOTAL ** 212.18
*** 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 A�5-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€t"s 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.
Companj Construction Support S
Inspector signature:
1
,q --k-1 �-
The City of Wheat Ridge
Inspection Check List notes
Mid -Roof
Property Address 3/ 7 �E uSP
Permit Number
Permit Issued Date
Roof Insaection
Pass FAIL
Date of Inspection: 8-2-17
Structural roof components
x
Verify that no more than 2 layers of shingles exist
x
Flashing for roof and walls
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
Verify sheathing nail pattern ( See policy & Proceedures)
x
Crickets and saddles where needed
x
Verify B vent must have boot same gauge as pipe
x
Verify vent caps
x
Verify no flashings are damaged or rusted
x
Step flashing shall be min. of 8x8 piece per shingle
Verify scuppers allow for proper drainage
x
Ice and water shield 2' in heated wall spaces
x
Underlayments must follow 2012 IRC / 2012 IBC
x
Verify roof slope for proper drainage
x
Dripedge shall have min of 2" overlap
x
Dripedge should extend down min 2" past roof deck
x
Dripedge shall be mechanicaly fastened 12" OC
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope: Exception, detached garages,
patios, carports, open on three sides with min. slope of
1:12
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
Above roof insulation R-25
NOTES
Companj Construction Support S
Inspector signature:
1
,q --k-1 �-
The City of Wheat Ridge
Third Party Form
Property Address 31T 7 C hasp S �
Permit Number Z O 1 7o Z H 7 `l
Permit Issued Date 3ZI?
Owner Information
Property Owner Information Sl-(�'ilrlli� I l3e'w
Property Owner Address 31 ? "1 641,45 e 5'
Inspector Information
Inspection Company Construction Support Services, inc
Inspector Name Richard Boon
Inspector Contact info. 303-221-1559
Inspector Statement and Acknowledgement
* I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs
that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept.
* I hearby acknowledge the roofing system for the referenced building has been insl
and found to be in compliance with the minimum requirements of the 2012 IRC and
IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's
recommendations and specif��
�
Inspector: Richard A. ,
Date: -<_/ >"
*1 hearby acknowledge that I am the owner of the building referenced above and I g
my consent for the listed third -party inspection company to perform my roof inspecti
in lieu of the City of Wheat Ridge Building Division inspection.
Propery Owner/ Agent: Date:
This original document as well as the roofing check list, must be submitted to the CI
Building Offical within seven days of the final inspection.
Drop off in person
Permit counter 2nd floor
7500 W. 29th Ave
Wheat Ridge CO 80033
Drafted Date: 7/26/17
Submit via Email
Kcook�ci.wheatridge.co.us
Please add note to reverse side
City of Wheat Ridge
0
Residential Miscella PERMIT - 201800189
PERMIT NO: 201800189 ISSUED: 01/19/2018
JOB ADDRESS: 3177 Chase ST EXPIRES: 01/19/2019
JOB DESCRIPTION: Foundation specialization - 4 helical piers
**REVISION: Omit helical piers and install 3.5 ft tall retaining wall and
install 3 new concrete pads under existing posts and beams; Additional
Value: $3,600.00
*** CONTACTS ***
OWNER (303)233-2033 BEEBE SHIRLEY M
SUB (303)805-8751 Rodney Martin 060125 Complete Basement Systems
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,600.00
FEES
Total Valuation 0.00
Plan Review Fee 143.10
Use Tax 222.60
Permit Fee 220.15
** TOTAL ** 585.85
*** COMMENTS ***
*** CONDITIONS ***
Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required
to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every
level of the structure.
City of Wheat Ridge
Residential Miscella PERMIT - 201800189
PERMIT NO: 201800189 ISSUED: 01/19/2018
JOB ADDRESS: 3177 Chase ST EXPIRES: 01/19/2019
JOB DESCRIPTION: Foundation specialization - 4 helical piers
**REVISION: Omit helical piers and install 3.5 ft tall retaining wall and
install 3 new concrete pads under existing posts and beams; Additional
Value: $3,600.00
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 furt}}er attest that 1 am leggally authorized to include all entities named within this document as parties to the work to be
performed anal t ash work to 15e �pertormed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date ' ! `-'
I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the 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.
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 permitV%Jf� V_ s I not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or re lation of this jurisdiction. Approval of work is subject to field inspection.
6% 11_I
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
Wheatjjgc
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permitsaci.wheatridge.co.us
I FOR OFFICE USE ONLY
Date:
Add to Permit # ac�
Building Permit Revision/Amendment Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 3 F:: c Y () S E
Property Owner Email:
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Contact Person: �Qsse, Phone: al[�3 R5
Contractor: �
Contractors City License #: ( 6D 1 Q ',� Phone:2f )-Z, 1
Contractor E-mail Address: sar , hc1 SSB (0 ('o�41Ql &erne U:j-�! 'S� l yG - lel e—�--
Please Note: Additional valuation must include all general and subcontracted work to be performed
related to the revisions and/or amendments declared in the description of work and which were not
included in the original permit valuation.
If revisions or amendments increase the original valuation, additional fees will be due at the time of
approval. Depending on the scope of work, additional plan review fees may be due upon approval
($60.00 an hour — 2 hour minimum).
Description of revised/amended work:
Do 1�9
-\Ck i n5 �� 1
l U O�Y1 �fi h� i 1 S.-1 � ► �-�S
�Q1�
PC -1-013
Sq. Ft./LF
Amps
Btu's
Squares
Gallons
Other
Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTA;
PRINT NAME: `�q , (%n -�+%,q P SIGNATURE4-1, t
DEPARTMENT USE ONLY
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer
PUBLIC WORKS COMMENTS:
Reviewer:
PROOF OF SUBMISSION FORMS
Fire Department ❑ Received ❑ Not Required
Water District ❑ Received ❑ Not Required
Sanitation District ❑ Received ❑ Not Required
of (OWNER) CONTRACTOlt)„
L DATE:
OCCUPANCY CLASSIFICATION:
Building Division Valuation: $
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.1-23-2018
FOUNDATION STABILIZATION AT
DATE
JOB#:
2017-4051
REVISION DATE:
PAGE
OF
UNIT D-203
3177 CHASE ST
DENVER, CO 80227
720-440-9450
WHEATRIDGE, CO 80214
OWNER: BEEBE
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INDEX:
BUILDER INFORMATION. -
S1 -1
GENERAL NOTES
2.3.
S1-2
GENERAL NOTES
Complete Basement Systems of CO
S1-3
GENERAL NOTES / LEGEND
11795 East 45th Ave
S2-1
FOUNDATION PLAN
Denver, CO 80239
S3-1
CMU WALL OPTION PLAN
1-303-219-7646
S3-2
POURED CONCRETE WALL OPTION PLAN
Exposure Category C
S3-3
CONCRETE PAD PLAN
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;L ' =Amd�tg�mntst *
2. Dead loads al
Commvarn D Wr`V�
21 R f12 f
. .
oo ps
2.2.
Floor 10psf
2.3.
Walls 10psf
3.
Live loads
3.1.
Residential40psf
3.2.
Roof 20psf
4.
Snow loads
4.1.
Roof snow load 30 psf
5.
Wind loads
5.1
Exposure Category C
5.2
105 mph 3 sec Gusts
APPROVED
Reyiea+ed for Code Con%IiaeKe
V*447 of permit: The 6suonct of a pemur atopproaW of dons WM karma
oadcompatatians shop not be a permit 1(w, of on OM", f o% any y,,ktiDn to
0" of the proWsi-s of the b da" code orof mW Gty ofd&.Om s. Ornntq
wts"" to gke ovthorky to viah" oft~ the irvmiau of the swift
Lades -orbs ardMo-es of the City ~ not be ✓and.
0 REGIS x
U 35393 9 1�
�,�7�
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.1-23-2018
FOUNDATION STABILIZATION AT
DATE:
JOB #:
2017-4051
REVISION DATE:
PAGE
OF
11
UNIT D-203
3177 CHASE ST
DENVER, CO 80227
720-440-9450
WHEATRIDGE, CO 80214
OWNER: BEEBE
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Cast -in -Place Concrete
1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" (ACI 318-05/318R-05)
All structural concrete shall have a minimum 28 -day compressive strength as follows:
1.1 Footings:3,000psi
1.2 Slab on Grade: 3,500psi
1.3 Foundation walls: 3,000psi
2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall use Type 2
cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with the ACI
manual of Concrete Practice.
3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in the ACI
manual of Concrete practice.
Reinforcing Steel:
1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice
2. Reinforcing bars shall conform to ASTM A615-79 and shall be grade 60.
3. Except as noted on the drawings, minimum concrete protection for reinforcing shall be in accordance with ACI
318-05/318R-05.
4. No. 5 or larger reinforcing bars shall not be re-bent.
5. Welding of rebar is not permitted unless procedure is approved by the Structural Engineer.
Structural Steel:
1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel
Buildings, and "Code of Standard Practices" 2005.
2. Structural Steel shall be confirmed to the following grades:
2.1 W- & WT- Shapes: ASTM A36, A992
2.2 Plates & Angles: A36
2.3 HSS: ASTM A500 gr B
2.4 Steel Pipe: ASTM A53 gr B
3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be
W, 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 Q��'p0 RE��sT
U ,r•� W. �''• �C
re -pressured. A representative of the Geotechnical Engineer should be present to '3 F .- y
observe the re -pressuring. A final report should be provided by the Geotechnical
Engineer after observing the re -pressuring. 35393 `
Foundation Stabilization: �O ••.• �k. v'
1. Although observed foundation damage typically does not pose an immediate SSSC�� I
health and hazard risk, delaying mitigation will likely make future repairs more difficult (Zh yof
and costly. Furthermore, it has been our experience that once a structure begins �aP
a R;
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.
FOUNDATION STABILIZATION AT
DATE
1-23-2018
JOB #:
2017-4051
REVISION DATE:
PAGE
OF
UNIT 0-203
3177 CHASE ST
DENVER, CO 80227
720-440-9450
WHEATRIDGE, CO 80214
OWNER: BEEBE
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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 PIER #
(xxxx#)
��— LOAD ON PIER
�— WALL ANCHOR
W.A. #x —*--- ANCHOR #
r� MONO POST
M.P. #x — POST #
(xxxx#)
LOAD ON PIER
HELICAL PIER
H. P. #X
PIER #
(xxxx#)
—'— LOAD ON PIER
C; y
O,
61
d
9o�G/s
9�
%
R E��s
V. •C�f1rT�9r� _ Aw
35393
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.
FOUNDATION STABILIZATION AT
DATE
1-23-2018
JOB#
2017-4051
REVISION DATE
PAGE
OF
UNIT 0-203
3177 CHASE ST
DENVER, CO 80227
720-440-9450
WHEATRIDGE, CO 80214
OWNER: BEEBE
----
S2-1
7
BY
CHECKED BY
WWW.DLENGINEER.COM
RA
OL
DOWELL AND EPDXY
HORIZONTAL REBAR INTO (E)
FOUNDATION 6" EMBED
SAWCUT (E) WALL
ALONG NORTH FACE
(E) 2'x2'x8" CONCRETE
PAD AND 44 POST
BACKFILL ENTIRE
CRAWLSPACE AREA
PER PLAN
SAWCUT (E) WALL
ALONG SOUTH FACE
REMOVE (E) FOUNDATION
WALL IN THIS AREA
(N) 2'x2'x8" CONCRETE
PAD UNDER (E) 4x4 POST
ifl
13'-4"
orFOUNDATION PLAN e����a%90 Rogge
1/4" = V-0-11�Lc
NOTES:
1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES.
2. INSTALL (N) FOUNDATION WALL PER PLAN.
3. SEE SHEET S3-1 FOR CMU WALL OPTION. �P��. REGIs�
4. SEE SHEET S3-2 FOR POURED WALL OPTION. o ,\'v W. 4 F�
5. SEE SHEET S3-3 FOR (N) CONCRETE PAD PLAN.
35393- ,
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.
FOUNDATION STABILIZATION AT
DATE
1-23-2018
JOB#:
2017-4051
REVISION DATE:
PAGE
TDENVER,
UNIT D-203
3177 CHASE ST
CO 80227
720-440-9450
WHEATRIDGE, CO 80214
OWNER- BEEBE
----
S3-17
BY:
CHECKED BY:
WWW.DLENGINEER.COM
RA
DL
(E) 2x6 FLOOR JOISTS
SISTER WITH (N) 2x6 w/
(2) ROWS 10d NAILS @
12" o.c.
BACKFILL
COMPACTED
IN 6" LIFTS
(E) 2x4 FRAMING
Z
v
(N) 2X6 PT SILL w/ MIN (2) %" 0 AB
@ 4' o.c., 2 PER SILL MIN, 12"
FROM END MAX
(2) #4 CONTINUOUS REBAR
AND FULLY GROUTED BOND
BEAM AT TOP OF WALL
FIELD VERIFY
T.O. (E) SOIL
(N) 8" CMU RETAINING WALL
W/ #4 VERTICAL BARS w/
STANDARD HOOKS @ 16" o.c.
Z FULLY GROUT EACH CELL
CONTAINING REBAR
d (2) #4 CONTINUOUS REBAR
3" CLR MIN
(N) CONCRETE FOOTING 16"
WIDE BY 8" DEEP. MIN 3000
PSI CONCRETE
cl,
� or
a��i
TYP. RETAINING WALL DETAIL
NOTE:
1. BACKFILL ENTIRE NORTHWEST CRAWL SPACE AREA TO A
MINIMUM OF 12" ABOVE B.O. (N) FOOTING AND AT LEAST HIGH �P��O. REGIS�
ENOUGH TO COVER THE B.O. (E) EAST FOUNDATION WALL.�F'•.`�'p
o srp TIN
0' 1' _
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.1-23-2018
FOUNDATION STABILIZATION AT
DATE
JOB#
2017-4051
REVISION DATE:
PAGE
OF
UNIT D-203
3177 CHASE ST
DENVER, CO 80227
720-440-9450
WHEATRIDGE, CO 80214
OWNER: BEEBE
----
S3-2
7
BY
CHECKED BY:
WWW.DLENGINEER.COM
RA
DL
(E) 2x4 FRAMING
(E) 2x6 FLOOR JOISTS
SISTER WITH (N) 2x6 w/
(2) ROWS 10d NAILS @
12" o.c.
BACKFILL
COMPACTED
IN 6" LIFTS
(N) 2X6 PT SILL w/ MIN (2) %" 0 AB
@ 4' o.c., 2 PER SILL MIN, 12"
FROM END MAX
(4) #4 CONTINUOUS REBAR,
(2) TOP AND (2) BOTTOM
FIELD VERIFY
T.O. (E) SOIL
(N) 8" CONCRETE RETAINING
WALL W/ #4 VERTICAL BARS
z
w/ STANDARD HOOKS @ 18"
O.C.
a
a. M
7
a
_a
d (2) #4 CONTINUOUS REBAR
�d a d 3" CLR MIN
(N) CONCRETE FOOTING 12"
WIDE BY 8" DEEP. MIN 3000
PSI CONCRETE
TYP. RETAINING WALL DETAIL
NOTE:
1. BACKFILL ENTIRE NORTHWEST CRAWL SPACE AREA TO A
MINIMUM OF 12" ABOVE B.O. (N) FOOTING AND AT LEAST HIGH
ENOUGH TO COVER THE B.O. (E) EAST FOUNDATION WALL.
of 1
REGIS
T
o`';�``� �9cr
.Q 35393 1�
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.
FOUNDATION STABILIZATION AT
DATE:
1-23-2018
JOB#:
2017-4051
REVISION DATE:
PAGE
OF
1
UNIT D-203
3177 CHASE ST
DENVER, CO 80227
720-440-9450
WHEATRIDGE, CO 80214
OWNER: BEEBE
----
S3-3
7
BY
CHECKED BY:
WWW.DLENGINEER.COM
RA
DL
(E) JOIST
x4 POST
k m)CONCRETE FOOTING LL C�yof
2'x 2'x 8" W/ (3) #4 REBAR kvhe
EACH WAY�`'�� �tRi�ge
Q�PQO REGI
CS 6 ip
TYP. MONO -POST DETAIL e 35393
V = 1'-0"
City of Wheat Ridge
Residential Miscella PERMIT - 201800189
PERMIT NO: 201800189 ISSUED:
JOB ADDRESS: 3177 Chase ST EXPIRES:
JOB DESCRIPTION: Foundation specialization - 4 helical piers
*** CONTACTS ***
OWNER (303)233-2033 BEEBE SHIRLEY M
SUB (303)805-8751 Rodney Martin
01/19/2018
01/19/2019
060125 Complete Basement Systems
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,000.00
FEES
Total Valuation 0.00
Plan Review Fee 101.89
Use Tax 147.00
Permit Fee 156.75
** TOTAL ** 405.64
*** COMMENTS ***
*** CONDITIONS ***
Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required
to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every
level of the structure.
1,my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applby icable 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
thisennrt. 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 o�f OWNER or CONTRACTOR (Circle one) l5ate
1. This permit was issued based on the information provided in the pennit 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 any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permt shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance �f 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.
i'it}r of 0 _F&
-dow-Ador
CcrMMUNr ry DENLLOPHENT -
Building & Inspection Services Division
7500 W. 291' Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits@.ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date: 11 / 3 is
Plan/Permit #� 0 I
loo
Plan Review Fee:
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: chase S -f
Owner (please print): ,�:)n 1 i i f l a nog h(� Phone:
Property Owner Email:
Mailing Address: (if different than property address)
Address: S 19--H C i-1ISe ':EA—
Sta
Arch itect/Eng0neer* I n e e - r i nq
Architect/Engineer E-mail: gnwny n d CEJ i PYLA i gc Pl hone:3D4A��
g• Com
Contractor: t±t. Br SE Me ht ,�V'�fi( ms,
Contractors City License #: (00 I25 Phone:3 805 Q--5 I
Contractor E-mail Address: rudrn ne-f
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print): c�a r(A Hasse, Phone: 32�
) Kn'5 3--�,5 l
CONTACT EMAIL(please print): SG Y-0 . ha sse (,(>Ir}/1 InIP-E� A S .VV1 P1/1� S`J
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
le
❑ COMMERCIAL 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 REPAI or REPLACEMENT
5TOTHER (Describe)� 1' P nt-1 a eJincW h ovi��,iz�,t r
(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.)
I V Vlr� a -}on
Sia �q I � I z Gfi ov)
Sq. Ft./LF Btu's
Amps
Gallons
Squares Other
Project Value. (Contract value or the cost of all materials and labor included in the entire project)
$ —4 1 000
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CO TRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last na DATE: I
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:
Reviewer.
BUILDING DEPARTMENT COMMENTS:
Reviewer:
AffvC/f
t�t
1.
P
Building Division Valuation: $ 0Q0 `—
- , OL ENGINEERIN0, INC.
Fro,
U'101801117
80112?
12/19/2017 M 0 u45u'
RE: Job# 2017-4051
3177 Chase St,
Wheatridge, CO 80214
As requested, a site visit and observation was performed at the property located at the address
above on December 7, 2017 at approximately 9:00 a.m by Daniel LeMier, P.E. 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 crawlspace located in an
established neighborhood. The house is assumed to be built in 1932 (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 interior
of the house appears to be constructed of wood with lap siding at the exterior. The observation
was visual and limited to the exterior and the interior of the home. No observation was
performed on the roof structure. In addition, there were no structural or architectural plans
available for review at the time of observation. There was also no access to the east and west
crawlspaces. For purposes of this report we assume that the home faces east.
Observations
• Settlement of the floor on inside
• Cracking at windows and over openings in drywall
• Cracking in the basement walls
• Poor drainage
Recommendations
The cracks observed in the walls were likely caused by vertical movement 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 list of recommended repairs that
should be made:
• Install (4) helical piers at the back wall to help mitigate vertical movement.
• Replace center temporary support withnSat�t � �aek artcpal fotig~in crawlspace.
• Patch and monitor all cracks. This will give -k aseti'rtfor inure movement. If movement
is observed, future piers will be required. Contact Dt En rt,ppring Inc for further
assessment.
• With an oundation movement the only ..
yf y wd� to ektsttre cai�iplete stability is to underpin
the entire foundation. This report only address areas t at appear to be actively moving
and areas where there was access. �J13)fi
General Information: Site Drainage— Date
%Dns xaminer
rmir or opprovol of plons specificofions
r The issuance of o pe . to
• The moisture around foundation elem �� ,cgatrl�d ftYrfP,,, .A f,�of the
C orofonYC'ryo
building. Lack of proper drainage is oft4W•13ICeF'MVib i� �tgdM°tlfhage
pr<syminp to 9m out II not be volid.
codes or other or&monces *1 01 Ciry slsa
OL ENGINEERING, INC.
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.
Figure 1: Settlement of floor
OL ENGINEERING, INC.
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
gtownsend@dlengineer.com.
Sincerely,
Garrett Townsend, PE
Daniel LeMier PE
�xP 10.51.Ok
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.12-19-17
FOUNDATION STABILIZATION AT
DATE:
JOB#:
2017-4051
REVISION DATE:
PAGE
OF
UNIT D-203
3177 CHASE ST
DENVER, CO 80227
720-440-9450
WHEATRIDGE, CO 80214
OWNER: BEEBE
----
S1-2
6
BY:
CHECKED BY:
WWW.DLENGINEER.COM
GT
GT
Cast -in -Place Concrete
1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" (ACI 318-05/318R-05)
All structural concrete shall have a minimum 28 -day compressive strength as follows:
1.1 Footings:3,000psi
1.2 Slab on Grade: 3,500psi
1.3 Foundation walls: 3,000psi
2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall use Type 2
cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with the ACI
manual of Concrete Practice.
3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in the ACI
manual of Concrete practice.
Reinforcing Steel:
1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice
2. Reinforcing bars shall conform to ASTM A615-79 and shall be grade 60.
3. Except as noted on the drawings, minimum concrete protection for reinforcing shall be in accordance with ACI
318-05/318R-05.
4. No. 5 or larger reinforcing bars shall not be re-bent.
5. Welding of rebar is not permitted unless procedure is approved by the Structural Engineer.
Structural Steel:
1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel
Buildings, and "Code of Standard Practices" 2005.
2. Structural Steel shall be confirmed to the following grades:
2.1 W- & WT- Shapes: ASTM A36, A992
2.2 Plates & Angles: A36
2.3 HSS: ASTM A500 gr B
2.4 Steel Pipe: ASTM A53 gr B
3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be
3/4", unless noted otherwise on the drawings.
4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation.
Structural Wood framing:
1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better.
2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of
the IBC. All nails shall be common type, unless noted otherwise.
3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters,
trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in
manufactures tables U.N.O. all nails holes shall be filled.
4. All multiple members shall be glued & nailed together.
5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal.
6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed.
Periodic surveys:
1. Periodic surveys of the supported structures should be conducted to assure project success
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
The Owner should be
DL ENGINEERING INC.
DATE:
JOB#:
2017-4051
2750 S. WADSWORTH BLVD.12-19-17
FOUNDATION STABILIZATION AT
REVISION DATE:
PAGE
OF
UNIT D-203
3177 CHASE ST
DENVER, CO 80227
WHEATRIDGE, CO 80214
----
S1-1
6
BY:
CHECKED BY:
720-440-9450
OWNER: BEEBE
WWW.DLENGINEER.COM
GT
GT
INDEX:
S1-1 GENERAL NOTES
S1-2 GENERAL NOTES
S1-3 GENERAL NOTES / LEGEND
S2-1 FOUNDATION PLAN
S3-1 TYP. HELICAL PIER DETAIL
S3-2 TYP. SMARTJACK DETAIL
BUILDER INFORMATION.-
Complete
NFORMATION:
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 hotdipgal iy �'i
5. Design of individual and c6rrt�%y � 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.
APPROVED
Design Criteria: d r de fiance
1. Building code: 2012 IBC, 2 i �-v ma rl oe Amendments
2. Dead loads
2.1. Roof 12psf
2.2. Floor 10psf
2.3. Walls 10psf
3. Live loads
3.1. Residential40psf vase
3.2. Roof 20psf ono'
4. Snow loads Wes
pes
4.1. Roof snow load 30 psf,,"
5. Wind loads
5.1 Exposure Category C
5.2 105 mph 3 sec Gusts
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.
FOUNDATION STABILIZATION AT
DATE:
12-19-17
JOB#:
2017-4051
REVISION DATE:
PAGE
OF
UNIT D-203
3177 CHASE ST
DENVER, CO 80227
720-440-9450
WHEATRIDGE, CO 80214
OWNER: BEEBE
----
S1-3
6
BY:
CHECKED BY:
WWW.DLENGINEER.COM
GT
GT
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 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
(((1600
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD.
UNIT D-203
FOUNDATION STABILIZATION AT
3177 CHASE ST
DATE
12-19-17
JOB#
2017-4051
REVISION DATE:
PAGEof
DENVER, CO 80227
WHEATRIDGE, CO 80214
----
S2-1
6
BY
CHECKED BY:
720-440-9450
OWNER: BEEBE
WWW.DLENGINEER.COM
GT
GT
FOUNDATION PLAN
NOTES:
1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES.
2. INSTALL HELICAL PIERS AND SMARTJACK PER PLANS.
PIERS TO BE INSTALLED FROM INSIDE.
3. CONTRACTOR TO VERIFY CONDITION OF BEAM IN EAST
CRAWLSPACE ONCE ACCESS IS AVAILABLE. CONTACT
ENGINEER FOR ASSESSMENT. ADDITIONAL WORK MAY BE
REQUIRED.
v�aot
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD .
UNIT D-203
DENVER, CO 80227
720-440-9450
WWW.DLENGINEER.COM
HP BRACKET
(E) CRAWL
SPACE
I I—III—I I
of r
DATE:
FOUNDATION STABILIZATION AT 12-19-17
3177 CHASE ST REVISION DATE:
WHEATRIDGE, CO 80214 ----
OWNER: BEEBE BY:
GT
(E) GRADE
(E) FOUNDATION
WALL
° FIELD VERIFY
T.O. (E) FOOTING
JOB #:
2017-4051
PAGE OF
S3-1 6
CHECKED BY:
GT
(N) HELICAL PIER,
SLEEVE AND BEARING
CAP BY FOUNDATION SUPPORT WORKS
MIN 25' DEEP WITH 10" O BLADES
NUMBER OF SETS PER
MANUFACTURER'S SPECIFICATIONS
TYP. HELICAL PIER DETAIL
0
1" = V-0"
DL ENGINEERING INC.
2750 S. WADSWORTH BLVD. FOUNDATION STABILIZATION AT
UNIT D-203 3177 CHASE ST
DENVER, CO 80227 WHEATRIDGE, CO 80214
720-440-9450 OWNER: BEEBE
WWW.DLENGINEER.COM
ATTACH PER MANUFACTURERS
SPECS.
1'x1'x0.85" CAST
ALUMINUM
PLATE
(N) H2.5T @ 36" o.c.
DATE:
JOB #:
12-19-17
2017-4051
REVISION DATE:
PAGE
OF
----
S3-2
6
BY:
CHECKED BY:
GT
GT
- (E) JOIST
_ FIELD VERIFY
B.O. (E) BEAM
(F) BEAM
(N)SMART JACK
BY FOUNDATION SUPPORT WORKS
3.50" OD x 0.165" THICK TUBE
YIELD STR = 50 KSI (MIN)
TENSILE STR = 90 KSI
FIELD CUT TO LENGTH
ATTACH PER MANUFACTURERS
SPECS.
.III' .-
.. .- I I El I I I I El
I I—III—I I n
a
0
TYP. MONO -POST DETAIL
1" = 1'-0"
p. 1
FIELD VERIFY
T.O. (E) SLAB
(N) CONCRETE FOOTING
2'x 2'x 8" W/ (3) #4 REBAR
EACH WAY
105AE�
City of Wheat Ridge
Residential Roofing PERMIT - 201.702479
PERMIT NO: 201702479 ISSUED: 06/23/2017
JOB ADDRESS: 3177 Chase ST EXPIRES: 06/23/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning TruDefinition Duration asphalt
shingles with 13.83 sq.
*** CONTACTS ***
OWNER (303)233-2033 BEEBE SHIRLEY M
SUB (720)339-7247 Seth Ludwig 090432 Wimmer Roofing and Exteriors
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,149.00
FEES
Total Valuation 0.00
Use Tax 87.13
Permit Fee 125.05
** TOTAL ** 212.18
*** 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 AIA -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 manufacturers€"s 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 - 201702479
PERMIT NO: 201702479 ISSUED: 06/23/2017
JOB ADDRESS: 3177 Chase ST EXPIRES: 06/23/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning TruDefinition Duration asphalt
shingles with 13.83 sq.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
thisermit. 1 further attest that I am leggally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be pertormed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
I . Thispermit was issued based on the information provided in the permit application and accompanying dans 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
recewed prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or ng of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code•or n ordinance: latio - of is 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 insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
Antoinette Kulick C:7V P 14 /
From: no-reply@ci.wheatridge.co.us
Sent: Tuesday, June 13, 2017 5:46 PM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT
IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME 7'
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. Permits are currently being
processed within 3-5 business days, subject to change based on volume.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
3177 Chase Street
Shirley Beebe
303-233-2033
Field not completed.
S2-I:;L, l
Do you have a signed
Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name
Wimmer Roofing and Exteriors
Contractor's License
090432
Number (for the City of
Wheat Ridge)
Contractor Phone
303-423-8693
Number
Contractor Email Address
info@wimmerroofing.com
(permit pick-up
instructions will be sent
to this email)
Retype Contractor Email
info@wimmerroofing.com
Address
DESCRIPTION OF WORK
Are you re -decking the
No
roof?
Description of Roofing
OC Tru Def Duration
Material
Select Type of Material:
Asphalt
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
13.83 ✓
material selected above?
Does any portion of the
No /
V
property include a flat
roof?
If yes, how many squares
Field not completed.
on the flat roof?
2
TOTAL SQUARES of all 13.83 ✓
roofing material for this
proj ect
Provide additional detail
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
4149.00
4:12
Project Value (contract
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 this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant Brandon Hartman
Email not displaying correctly? View it in your browser.
3
ae_W4 C&A rb+-
to &_&r?__ 41 #Lkd-q
ROOFING - SIDING #
-5f�f- ernff-dr, Dv*wv
Atm -W1111 aki 00 -4 -le -7 OW4.
GUTTERS III RAINT
6830 Broadway, Suite A, Denver, Colorado 80221 AAF
oriAcr 720339.7247 I Ax 303,432,7862
i,m,,ii info@vwimmerroofing.com am=
\,,I A."I I ii www.wimmerroofing.com
APCO Insurance 303.952.2611 ROOFING AND EXTERIORS
_z3-23-ZSo
DATE 2- LpHOME NUMBER.
CUSTOMER WORK NUMBER
__ --I---- ____ -
ADDRESS CELL NUMBER C)
CITY V%4e� kL�g, c6 EMAIL y -D 7p
SCOPE OF WORK
ON(As �( t� ( :1 --Tiabev -1_> �_'_04
MANUFACTURER TYPE OF ROOF COLOR
VIPROTECT LANDSCAPING, CLEAN SITE DAILY ZIAIL SHINGLES USING 6 G LVANIZCD NAILS PER SHINGLE
VREMOVE ---L_ LAYERS OF ROOFING DOWN TO THE DECKING �XIDGE:
�6�EPLACE ROTTEN DECK AREAS AT $ 45 PER SHEET jof'ROLL LAWN AND DRIVE WITH MAGNETIC SWEEPER
RE -DECK 1. RE -DECK, IF REQUIRED, PER CODE R "OVE ROOFING DEBRIS AND HAUL AWAY
MANUFACTURER'S
A
ICE& WATER SHIELD: cr co T. MAN UFACTURER'S WARRANTYi
Ye
INSTALL DRIP EDGE: j6m
Af LIEN WAIVER
CL05ED t WIMMEWS YEAR INSTALLATION GUARANTEE
S�_INSTALL NEW VALLEYS: -'I OPEN _j TO CODE 0
y. _j�'CHIMNEY SIDEWALL S
SKYL�IPH7
N,4/RE-FLASH! %,"E VISUALLY INSPECT INTERIOR FOR EXISTING WATER DAMAGE
NDERL-AYMENT: NEW FLU CAP WILL NOT BE INSTALLED
VNEW PLUMBING BOOTS ATERIALDRORLOCATION- LICC41DAIS LIEIMX46
il-eVENTILATION: LOW PROFILE: RIDGEVENT: ORIGINAL SALE PRICE: ----9 94Li
Li
(NOT INCLUDING ADDITIONAL INSURAN�
,C FU -RS
EMENTS RECEIVED, UGADE
LOW SLOPE (IF APPLICABLE) OR ADDITIONAL WORK PERFORMED) INITIALS
TICK MEMBRANE
11 1� WL'D
*SUPPLEMENTS: INITIALS
00
Lj PEEL AN 'l -INT
ROLLED G *DEDUCTIBLE; Zt5I INITIAL-*
Ej EP01M AS MIL �60 MIL
F _L PLEASE REFER TO THE BACK OF THIS AGREEMENT FOR THE DEFINITIONS OF
U1 YADHER BALLASTED C
" ITPCI .45 MIL .60 MIL 5UPPt.EMFNTS, OVERHEAD & PROFIT AND TAXES & BASE CHARGES. By INITIALING
FULLY ADHERED BALLASTED ABOVE, PROPERTY OWNER AGREES TO HAVE READ AND UNDER57AP405 THE
f—I UNDERLAYMENT: DEFINITIONS OF ITEMS 15 AND 16 ON THE BACK OF TH95 AGREEMENT.
i ,iDECKING: APPROXIMATE START DATE:.GaNcd
INSULATION----- APPROXIMATE COMPLETION DATE:,"_
TAPERED: __
NOTE: START DATE AND COMPLETION DATE IS SUBJECT TO CHANGE BASED ON
AVAILABILITY OF FIRST CHECK, WEATHER, AND AVAILABILITY OF MATERIALS.
PAYMENT SCHEDULE TRADES TO COMPLETE
IST CHECK FINAL CHECK ')?/GUTTERS Li SIDING STUCCO
DUE: DAY WORK GEG+NS DUE: AT COMPLETION I HVAC/COMBING GARAGE DOOR
FENCE
AMOUNT $-rlr IT AMOUNT:$ FASCIA J DOOR/LOCKSMITH L.�OTHER
CHECK 0. CHECK �0: INOOWS WELECTRIC
DATE: DATE: _je��AINT j SHED
WIMMER ROOFING AND EXTERIORS, LLC, SHALL HOLD IN TRUST ANY PAYMENT RECEIVED FROM PROPERTY OW ER UNTIL ROOFING
MATERIAI-S #RE ONSITE AND WORK HAS BEGUN.
DETAILS; '* VIP -
Ji
_ 2— f-ouz- 101-1 Ie_
" CfP + coin- A� -
_tf%JIAL WoAWNt to ILL Zn, 5AX
YOU THE BUYER WILL NOT ENGAGE ANOTHER ROOFING SPECIALIST; OR OITIER C091'RACFOP,'rO REMEDIATE THE WORK COMPLLrMD DURING THE FIRST VISIT UNTII.
WIMMER ROOFING AND FA-rERIORS IS GIVEN 'THE OPPORTUNITY To ADDRESS ANY CONCERNS. AS THE BUYER, YOU HAVE READ AND UNDERSTAND THE TERMS AND
CONDITIONS ON THE RACK OF THIS AGREEMENT.
ryOWNER DATE M ANY REPRESENTATIVE 0 TE
Property Address:
Property Owner (please print)
Emmms��
Adii
City, State, Zip: 12_� ckQ3
Contractors City License #: 9�1
Mm4mm
ME=
W
M
2=
Emu=
W
Phone: _2��C - j� 2L 7
Mechanical:
City License #
UjOrh
7Z 60
BTU's - Gallons - Amps Sq Ft
Review Fee (due at time of subril
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and
allegations made are accurate. that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on
this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work
and am also authorized by the legal owner of any entity included on this application to list that entity on this application.
PUBLIC WORKS COMMENTS: OCCUPANCY-,
Reviewer:
Jil I II I! IIIIIII 111!! 1 1 1 ! 111! 1 1111111111! 1 EMEI�ffla���
City of Wheat Ridge
Community Development Department
Memorandum
TO: Accounting Department
FROM: Melissa Mackey, Building Division
SUBJECT: Refund for Permit
DATE: July 8, 2009
Reason: Printed double permits for same address and work. Cancelled permit
#070082 for 3177 Chase St. and permit #080056 for 2750 Harlan St.
Please refund:
Contractors License$
100% permit fee: $380.40
0%o plan review $
100% use tax: $ 262.19
(acct 01-510-00-513)
(acct 01-510-00-516)
(acct 01-550-05-551)
(acct 01-500-02-505)
Total: $642.59
TO: Bell Plumbing & Heating
2150 S. Abilene St.
Aurora, CO 80014
Thank You!
H44114 H"4tq
Permit Technician
Jul. 8. 2009 8:48AM Bell 303-158-5104
BELL PLUMBING & HEATING
2150 SO. ABILENE STREET
AURORA, COLORADO 80014
303 / 757-6661 X 3 sY
TO:
FROM:
No. 1426 P. 1
COMPAQ
FAX NUMBER: 0.3 3 7 P-? x9
DATE: 7hl-0 i TIME: P V st*Al
N - CLUDING THIS PAGE) 7
303/758-6104 MAIN FAX REMODEL.-HVAC FAX 3031757-7738
NOTES
FAX / aCOVER SHEET
Jul. 8. 2009 8:49AM Bell 303-758-5104 No-1426 P. 2
7/8/09
l.al s yr ~vazrnaauvvc
PERMITS
ATTN: MELISSA
MELISSA,
HERE ARE 2 -PERMITS THAT WE WERE DOUBLE BILLED FOR
2750 HARLAN ST. 415.70
3177 CHASE ST. 226.89
ALSO THE DOUBLE RECEIPTS
IF YOU HAVE ANY QUESTIONS PLEASE CALL
LINDA ARNETT
757-5661 X354
THANKS
7-7
41 Cit
of Wheat Ridge
y
r
r
000
Residential Mechanic
4
PERMIT - 070082
~n
PERMIT NO: 070082
ISSUED: 02/02/2007
JOB ADDRESS: 3177 CHASE ST
" EXPIRES: 08/01/2007
DESCRIPTION:. add a/c: to existing forced airsyste
m
c
h
CONTACTS
gc 303/757-5661 Larry D. Bell
01-7174 Bell Plumbing & Heating
sub -720/875-0101 Richard Stocking
0.6-0097 1st Electric contractors
h
owner 303/233-2033 Shirley Beebe
,
**-PARCEL INFO
ZONE CODE : : UA
USE: UA
SUBDIVISION: UA
BLOCK/LOT#: 0/.
2
.
FEE SUMMARY ESTIMATED
PROJECT' VALUATION: -4,566.00::-
=.,a
" FEES
Permit Fee .144.70
:
Total Valuation .00
U
e T
82
19
C1~~-~+G
s
ax
.
O
~
T
TAL
226.89
I hereby certify. that the setback distances proposed by this permi
t. application. are accurate, and do not violate applicable)
ordinances, rules or regulations of 'the City of Wheat: Ridge`. or cov
enants, easements or restrictions of record; that all
measurements shown, and allegations made areaccurate; .that I have
read and agree to. abide by all conditions printed on this
i
applcatio nd 'that I assume full responsibility for compliance with the Wheat Ridge Building Code (f.B.C) and all other
appl
eat. Ridge prdinan s, f work under this
per 't. Plans subject to field inspection.
'
CA
j
5/-7
Signature of coati
ctor/owner date,
1. This permit was issued in accordance with the, provisions. set forth in your application and is. subject to the. laws of the.
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City. - -
2. This permit shall expire. 180 days. from the issue date. Requests for an extension must be received prior to expiration
'
date. An extension may. be granted at the discretion of the Building Official:
3 If this permit expires, a new permit may be acquired for a fee of.. one-half the amount normally required, provided no
va
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.(]) year, full fees shall
,i
be paid for a-new permit.
.
'y
4
No. work of. any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contractors 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
>y
an, approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation
All plan review i s t to field inspections
>a
Signature of Chi g dig Official date
~
INSPECTION~
EQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM. ANY BUSINESS DAY FOR INSPECTION THE. FOLLOWING BUSINESS DAY.
4
u
.' ~"" ,_"cr"", ,.""., .,,, """, ~"""',,,,,,,,,',r'"
City of Wheat Ridge
R.esidential Plumbing PERMIT - 080130
PERMIT NO:
JOB ADDRESS:
DESCRIPTION:
080130
31 77 CRASE ST
40 GALLON WATER HEATER
ISSUED:
EXPIRES:
REPLACEMENT
02/13/2008
08/11/2008
...
CONTACTS ...
303/757-5661
303/233-2033
Larry D. Bell
SHIRLEY BEEBE
01-7174 Bell Plumbing & Heating
GC
OWNER
.. PARCEL INFO
ZONE CODE:
SUBDIVISION:
..
UA
0525
USE:
BLOCK/LOTjI:
UA
0/
Permit Fee
Total Valuation
Use Tax
**. TOTAL **
ESTIMATED PROJECT VALUATION:
FEES
:::H ffiFii]
67.95
975.00
.. FEE SUMMARY"
Comments:
SUBJECT TO FIELD INSPECTION
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 (l.B.C) and all other
applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection.
Signature of contractor/oWner
date
1. This permit was issued1n accordance w1th the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zon1ng 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 f~e 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 riot
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 a drainage problem.
5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of, any violation of th ovisions of the building codes or any other ordinance, law, rule or regulation.
All plan review is subject 0 nspections.
signature of Chief Building 0
date
INSPECTION REQttBST LINE. (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 31l3-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
APPLICATION
..:;5"#,;cA>y; ~e ~~
3'/;7;7 L~5e ..:5-/
Contrac:or License No.: //'"//7" .'
CompanY:-&11 A E d4:
~~' ."'~' ~,
~ "
- "
u ~
COlOR,o.OO
Building Permit Number:
Date:
Property Owner:
Property Address:
Phone: Y6 -,,23.3' ~c?33
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANOING AND
Phone>>3_ ~ -5 ~d / /
q1~
Construction Value:$ ,?"'61cJ %
Permit Fee:$ r~ ~
Plan Review Fee:$ ,jo
Cse Tax:~ /11:"--
Totai:S .:56 ~
1 hereby certify that the setback distances proposed by this permit application are
accurate. and do not violate applicable ordinances, rules or regulations of the City ot
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 fer
compliance Wltn the Wheat Ridge BUilding Code (U B C) and all other applicable
Wheat Ridge Ordinances, for N~k ul1l\t:r thIS peml~. ' ,
(QWNER)(CONTRACTQR) SIGNED '9~"-0i~r, ~~\}\.f...'t.:"\i,j)\"{
{OWNER )(CONTRACTCR ):PRINTEO
Description:
M/ed d~JC';e 2'p/-!Ct::'kOt!
-7/c:J~/ #2;,?1c:J~ .2?ri/
Sq. Ft. added
~QNING CCMMENTS:
Approval:
Zoning:
BCILDI"'G DEPARD1E:'iT CSE ONLY
SiC:
Sq.Ft.:
BUILDING COMMENTS:
Approval:
PUBliC WORKS COMMENTS:
Approval:
Occupancy:
Wails:
Roof:
Stories:
Residential Units:
. ,
Electrical License No:
Company:
Plumbing License No: /7/;7~
Company:
Mechanical License No:
Company:
Expiration Date:
Aporoval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1) This pennit 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 pennit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building
authorized is suspended or abandoned for a period of 120 days.
(3) If this pennit expires. a new permit may be acquired for a fee of one-halt the amount normally required.l;lrovided 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. It changes have been or if suspension or abandonment exceeds one (1) year, full fees shalt be paid for a new permi!.
(4) No work of any manner shall be done that will change the natural flow at water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty. four (24) hours in advance for all inspections and shall receive written
approval on inspection card before proceeding with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an
approval of. any violation of the provisions of the building codes or any other ordinance. law, rule or regulation.
Chief Builaing OffiCial
'.,
L//J/~7;:<'
IL,"~., ",,,,,~,~....~. ,~~f..o.'w," "",,,,..~_.~u 1!III1;IIS,~~!II".,J '7" ""o~"''''r','''' _._.J\W~"f" "'~r~UI.",",,~.,_,~ \ 1,'1 ,Ul;>"..... ..'~".". ,.\!!i,lIl1ll.hl"JI _J,t\~l"l
City of Wheat Ridge
Residential Mechanic PERMIT - 071368
PERMIT NO:
JOB ADDRESS:
DESCRIPTION:
071368
3177 CHASE ST
furnace replacement
ISSUED:
EXPIRES:
12/20/2007
06/17/2008
90t
*** CONTACTS ***
owner 303/233-2033
gc 303/757-5661
Shirley Beebe
Larry D. Bell
01-7174 Bell Plumbing & Heating
** PARCEL INFO
ZONE CODE:
SUBDIVISION:
**
UA
0525
USE:
BLOCK/LOT#:
UA
0/
Permit Fee
Total Valuation
Use Tax
** TOTAL **
ESTIMATED PROJECT VALUATION:
FEES
126.50
.00
62.40
188.90
3,466.90
** FEE SUMMARY **
Comments:
Subject to field inspections
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other
applicable Wheat Ri e Ordin ces, for work under this permit. Plans subject to field inspection.
Signature of c
/.
-t:l?
date
1. This permi as 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 ISO days from the issue date. Requests fot 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 (l) year, full fees shall
be paid for a new permit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage-problem.
5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of, any violation of the-pro of the building codes or any other ordinance, law, rule or regulation.
All plan review is subject to field
signature of Chief Building Official
date
INSPBCTION RBQOBST LINK. (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
APPLICATION
~l-' 112.Wt...., J3~(!,X-
:3 177 CI.Jfl:1"l!S' s-r,
17/7'-f
e. ~ 1-1..- f' '- WI "'" l3 \ 1'\.lGr-
Property Owner:
Property Address:
Contractor License No.:
Company:
"*
I..J~(\J~
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Building Permit Number:
Date:
H~'lS-e,-'3
Phone: "3(;1 '3?/ ;lD "3 3
Phone: .... /
J 7~7 'C)t.1J I
I hereby certify that the setback distances proposed by this permit application are
accurate. and do not violate applicable ordinances, rules or regulations of the City of
Wheat Ridge or covenants, easements or restrictions of record; that all measurements
shown, and allegations made are accurate: that I have read and agree to abide by all
conditions printed on this application and that I assume full responsibility for
compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable
Wheat Ridge Ordinances, for work under this permit.
(OWNER){CONTRACTOR): SIGNED
DATE
Construction Value:$
Permit Fee:$
Plan Review Fee:$
Use Tax:"
Total:$
(OWNER )(CONTRACTOR):PRINTED
Description:
r Ui (1...NA.c...e- A.E;"f2..f'l GEM€"N.\
Qo1o
Sq. Ft. added
VA L.-I.1Al fD"i>
-- -
-k '5 Lf l.R & . "70
ZONING COMMENTS:
Approval:
Zoning:
BUILDING DEPARTMENT USE ONLY
Sq.Ft.:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS COMMENTS:
Approval:
Occupancy:
Roof:
Stories:
Residential Units:
Walls:
Electrical License No:
Company:
Plumbing License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
SIC:
Mechanical License No:
Company:
Expiration Date:
Approval:
(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 pennit shall expire if (A) the work authorized is not commenced within sixty (GO) days from issue date or (8) the building
authorized is suspended or abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes
have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one
(1) year. Jf changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permil
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written
approval on inspection card before proceeding with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed 10 be a permit for, nor an
approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
Chief Building Official
€'ity of Wheat Ridge
kesi4ential Mechanic PERMIT... 070086
PERMIT NO:
JOB ADDR,l':sS:
DESCRIPt:ltON:
070086 '
3177 CRASIIl
Add A/C to
ST
existing
ISSUllP: ,
EXP'!iRSS: '
02/05/2007
08/04/2007
forced airsystem.
l'
***
,CONTActs ***
: 303/2hc2033
,303/7$7-5661
720/875-0101
ShirleY Beeb",
I..arry D. Bell
:Richard Stocking
01-7174
bii-b091
Sell Plumbing &. Heatin.9
let Electric Contractors
owner
gc
sub
.. PARCEL INP'O **
ZONE COOE: UA
SUBOIVIS~ON: UA
USE:
SLOGt/LOT# :
R-3
0/
.. FEE SIJMMAR'Ir .'
ESTIMATED PROJECT VALUATtON:
FEES
144.70
.00
82.19
226.89
ql'I~NUE
1IaIIInlKurnIaI..... .1111 UI1Io1"~m of lMl1Ii AAa
Ult!IINi :n."~H'II'~tor .......--:..
Gel WIlIr l~n1l". . '" >OF'.""...........
EIllaI( ~t:""!IJ '," '. ~'eoen"'Vy F..
_A 1'...... . . . .,98 En-t:;..
'.Mi1--.R-'" .
. ~_ -38 c_.
" .R.1t .. ,.ft.'Um11lflt....
I herebyc~rU:y,,'t:hat. th~ ~et~dk .(H~~ances proposed 'by this p.rtnit' .pp11djat_;i~b 'arl;' acc'urate, , and, do not'violatJe,appl'iCable
orc1inan'::e8;f ,rule~'/~ r~atio.ns: ,of the-City of Wheat ,Ridge or:_ covenants. ,:ea'f1~~' orirest;ricUonEJ qf r~cor'ht~~" all
me~sureme~s'~)1<)o;,p,,:, _~~,lle~t~on. tl)8.c1.e" are, accurate; that 'I ~ave'read '4q;d,~~' ~-oa:b:idebY, aU ,90qd,i tione ' printed,,' on,,' this
ap:plicati~a,ndth'at Ia~swne:'fual r"sPQnsibility for compliance \lIith th~"Whe~t:,Ri~e ~ildingCode tI.8.C) 'a:nd:,;tllother
applicable What'.i rirdinan es, for,work under this permit . Plans Subjedtto' fi~ld tnspectidn;
4,566.00
Permit Fee
Total V!!luation
Use Tax
.. TO'1'A:L ..
if~
Corrunents, :
~.te
4.
5.
. ' , ,'.
This'e;rmitw'8::~S:~d ,in ,acc;ordaru:ewith the provisions"set forth iIryoutaJ?~l~c:.ti01'i and tssubject:,tq'the laws ,ot'the
Stat;eQf,Co,lo:t,"ii:do,a~:tQ t1:ie<;:zoning Regulations and Building Cod,es of Wlle'at' lUid.$~1: qolorado or any ot-her:~pplitable
qrdinatleesot,;'::tqieJcfty" ,-, .,;",' ',' ' " , ',' ,'"",:, , : ,,' ",T:
Tll~8 :P.~t,f)l)4~lc:,e~ire;'1~,t;':days;from the issue date. Requests,for,!Ul,:,ext,n..ion must be,received~rior -tiR eXpir_Uon
date. ,;:An eJ(temJi~nm,aYbegrantea ,at the discretion of the- Building' Officia~., ,"; , ' '; ,-'-'> ,,::
If thi,rf peniU~ ,'~xpire,si a ne~ permit may be acquired for a fee of one-hal,ft.hf!~mount normally required,,-p,rQv~ded'no
Change(have_Jr;je:Eln,o~ wi1:1 be .:made in the original plans and specifications: and ~ny suspendon orabarldQ~t ha~POt
exc~ed~on!.:;(,~~;:-Y~,..:Cf;',.change8have been or if suspension or abandonmentex~eedE!' one (1) year, full !.eessha.11
be,paid; f()r:~.,~"" ~rmit,'
Nowor~., ofan~'~Mer s~l.t. }:)e dOne that will change the natural flowc)fwat"et. ;~-ausinga dtainage<prcU)lem:.
contraqtor~na'l.~not:ify . t~ ..;Elui Idtng Inspector twenty- four '. (24) '. hours ~l1advanc.. toraH' inspections ,4nQ .' a~l,lrecei ve
"';dttT~~'appro\l'alon:in~pec~ion ~ard before proceeding with ~uccessivep~8e:SQf,thejOb; . '. '.. ..,'
The:is~ua,nce.()f ape,rmit 01; Jibe ,approval of drawings and. speclncations~ll :I\()tbe: const,rued tOb_e a ~1:1ni,t_'.f(j~',no'r
anapPJj'oval o~," any:,V'iol'atfon of the provisions of the buildingcodes:orany other ordinance; law, :tu1'El Or t'~ation.
All pJ,~n ' , ~e .,.Ub' ' field inspections.
1.
2.
3.
6.
date
INSPBCTtON ~sr LIMB. (303)234-5933
REQUESTS Ml1ST BE MADE BY 3PM ANY BUSINESS
BUILDING OFFICE: (303) 235-2855 .
OAY FOR INSPECTION '!'HE FOLLOWING BUSINESS OAY.
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE. 303.234.5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 . (303-235-2855)
APPLICATION
Building Permit Number:
Date:
\~ 'h lY
Property Owner:"5H .1< t.-t-'-f 13\f e ~e
Property Address: '3 I 7 7 C j-Ip,~ /5. S--;-
Contractor License No.: /7/7i
Company: B e:-/..-V P L-t.1 rYJl3 ) (V&- & \-l tF'A-r1 N&-
Phone: -S(-;;J.33 - ,;)...D33
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone 3/?~?-<:;&t.l.) XJ~J
Construction Value:$ 'fS(.1.
Permit Fee:$
Plan Review Fee:$
Use Tax:~
Total:$
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 J 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 permi~
IOWNER)lfo:~~)SIGNED ~(~~ \\R& b:~\~ DATE [)I, \ D)
(OWNER)(~~T~~TOR):PRINTED~61\lD-l\ m ilL\')n(ilN
Description:
AD D
14/e-
-r-o
E:'X" I S"j)/tV&-
-t::'- o()LLl:NJ At (L -;;'1~
Sq. Ft. added
BUILDING DEPARTMENT USE ONLY
SIC:
Sq.Ft.:
ZONING COMMENTS:
Approval:
Zoning:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS.COMMENTS:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No: 5"'1 c:l S-
Company: ) <j-f E/-Cv"'T!C){..
Plumbing License No:
Company:
Mechanical License No:
CompanjB E/..-L- tPJ.-VImB} 11..1&-
'l- -H&-rC!-r) N&-
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(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
lheCity.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building
authorized is suspended or abandoned for a period of 120 days.
(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 orwiU 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 shalt be paid fora new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written
approval on inspection card before 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 pennit for, nor an
approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
Chief Building Official